HomeMy WebLinkAboutNotice of Acceptance V
M1A1V1I-DAREJ 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 .
Janus International Corporation
134 Janus International Blvd.
Temple,GA 30179
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:Series 3,400 Steel Roll-Up Door up to 12'-0"Wide
APPROVAL DOCUMENT:Drawing No.T1011,titled"Dade County Commercial Door Series 3400,
Max. Size 12'-0"x 20'-0",sheets 1 and 2 of 2,dated 03/16/2006,prepared by Janus International
Corporation,signed and sealed by Joseph,H.Dixon Jr.,P.E., bearing the Miami-Dade County Product
Control revision stamp,with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section,
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/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.
LIMITATION: Operating(Roll-up)mechanism is not part of this approval.It must be certified by an independent
testing agency,if required.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
,this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by.the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0124.05 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos-M.Utrera,P.E.
NOA No.15-0520.05
Q-M1DADE COUNTY Expiration Date:April 19,2017
Approval Date: May 28,2015
S Pyage.1
4'61ffl/ 1 s
FILE , u y
- Janus International Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#06-0809.09"
1. Drawing No.T1011,titled"Dade County Commercial Door Series 3400,Max. Size
12'-0"x 20'-0", sheets 1 and 2 of 2, dated 03/16/2006,prepared by Janus International
Corporation, signed and sealed by Joseph. H.Dixon,Jr.,P.E.
B. TESTS "Submitted under NOA #13-0124.05"
1. Test report on Forced Entry Resistance Test per FBC, TAS 202-94 of a Series 3400,
24 Gauge Commercial Roll-up Door,prepared by Element Materials Technology,Test
Report No.ESP012111P-1, dated 01/14/2013,signed and sealed.by Thomas A.
Kolden,P.E.
"Submitted under NOA # 06 0809.09"
2. Certified Testing Laboratories Report No. CTLA-1493W,pages 1 thru 5 of 5, dated
03/16/2006, signed and sealed on 03/17/2006 by Ramesh Patel,P.E. for Testing
Standards TAS 201,TAS 202 and TAS 203.
3. Certified Testing Laboratories Report No. 1493W for Galvanized Steel,dated
02/14/2006, signed and sealed on 03/17/2006 for Tensile-Test per ASTM E8 by
Ramesh Patel,P.E.
C. CALCULATIONS "Submitted under NOA#06-0809.09"
1. Calculations for attachment of guide angles to,steel or concrete jamb prepared by
Joseph H. Dixon,Jr.PE,dated 02/03/2006, 18 pages, signed and sealed on 07/29/2006
by Joseph H.Dixon,Jr.,PE.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER) j
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5"edition(2014)FBC, dated 03/04/2015,
issued, signed and sealed by Joseph H.Dixon,Jr.,P.E.
"Submitted under NOA#12-0322.0611
2. Statement letter of code conformance to 2010 FBC, dated 03/14/2012 issued, signed
and sealed by Joseph H. Dixon,Jr.,P.E.
05 Z2 �15
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0520.05
Expiration Date:April 19,2017
Approval Date:May 28,2015
E-1
- r
E [30S
HEADROOM REQUIRED -- 4.000—--I RE HEs T o
BRA[YET ATIACHKCNI (2)FOR PUSH-UP OPERATION,5-7/0'(1)(N) 2S X.50 p),g30 A I G R E SE 3- - p
mNERETE/F LLED BLOCK,POWERS WEDGE-EDLY,0/0 X 1-3A'LONG FOp HAND C�IlWIN OPERATIOW 6-y/aa•((gg)[1) IMENING VERTICAL HORIZONTAL �{pRp[201�rp� 3'197
STE¢,H"BOLT,6A,5,3/8-16 K I-1/4'LONG FOR EL CTRIC OPERAVD4 7-3/e'(1)(1S HEIGHT HEADROOM HEADRIGN �j[J11Mp EIID LSOD�
(1)(N)BINEIISIOHS S m ARE FOR 1�UNTIIAS FOR Bill SIDE UP CHAIN T(TIVE,8-1/8'(1)(1) j` 430 X.750
TO STEEL JAIIBS. ADD 1-1J16•WH[fl ATTACIIIHG NOTE,R[cllr Slne DRIVE.SHOVN - TAU Ip !p. SLD LOOD I,1D8 VERTICAL
TO Cgp;AETE OR FILLED BLOCK,MHBA I
-1,600
HORIZOt1TAl BARREL ASSEMBLY OVE IDS ROUND END
I IteA0.emx eaJ�• a-3/s' OVER 105 T I 697 SLOT EFOR
TE
(1XA1) 1e'-0•MAX WALL OPENING WIDTH <1)(r), D'-D• I CONCRETE/BLOCK
L-1-11 (1)(1) _ (CLEAR OPENING) —fq u 19' et• '.�33� '.•-1,145 1 8,000 984 FORHS7EE tl SLOT
t..KET
• VERTICAL OVER I_ r JAMBS,
.. .}� KCADOWN iHRU eD• ee• �--•3.000 ,697 ,IBB
1410' 1 WIND PAR
OVER G9D.GALV.STEEL WIND DAg G90 GALV STEEL
14,_p• el' e3' ASTM A653 WHIN ASTM A653 WHIN
6Ra, FY=33 KSI FY=33 KSI
pENOVABCC '.;.: CUNTINUDUS CONTINUOUS
HEAD STOP OVER FULL JAMB LENGTH FULL GUIDE LENGTH
THRU, ee' 94' )
le'-0' mIilin-o"u w
DAte OD eBB9 _ _ fDC,MAX PLUG WELD
Uvrn
STEELll, 1010' ND •O � FOR STEEL
JAROS TNRU,' E3' E5• ><1 .277 �pRBS I JANDS ONLY
CO'^0•
ED'WAMAX
MAX GUI[E
LL
UPIGOf LTh1fEJAMD4 LEO SEE 090 I i
ccLeaR OPENING)
PR
ET H /AAA
e4 Ga OVERALL Ip,
SS
EI
CURTAIN
I
• is CamglPinS th/�VI9E1de DETAIL A
Iz9I�14
AuIWbgCadD
jVNOITM
6>iphNG 1,3 - - 3 ..
20• RB 4 GA 11,pA1111 CIC01 ACpriIO
Minn 1) fl ItCgA1U1 fYP 3R' STEEL BOTTOM BAR'uUN[
RSTH A793 V/NIII,
SLIDE LOCK SLIDE LOCK I Y-33 KIM
HErAIL H SLID[LOCK AT EACH END
v L7. VIDR 'LS�A-VIEWINSIDE-ELEVATION BDTTGN BAR ASSEMBLY SEE
DETAIL B e4 GA
as FtEY wiG HIMlk �Du',tWlgpl/�ppI,,7O��"�Ru BB�e fA
ILNOTLE%RNCnE SINAGFI.E07fe)
Idly CYA END t0 IB
Ac"an*Ito Q ,OS 11�1 ( e, CURTAIN PANEL DETAIL A LOCATED IE'KAX=
Ex �7.L�R1.63 I .
��ff 'II� aTa--- ASTM A653 GR 80 MIN FV=80 KSI, ASG'T1RACA°LUS STEP PLATE fpT Eptll EI1W
DY 1 UP? IAROE MOUNTING PLATE 590 GRLVA14I2ED STEEL, R.IT 1-1/e•K HIS,
M m Roduct IN,e0 l0• I !INSTALL BN BOTH JAMes FOR CURTAIN PANELS LOCI(SEAMED TOGETHER, 690 GALV.STEEL AIRE
1 ppRNpSTAL ON BOTHEIJ1 U FOR ' PRE-PAINTED WITH A FULL COAT OF PRIMER ASTM A653 ViNIN,
LO _ .TAITBS OF METAL BUILHIMt'i51 AND.BAKED SILICONIZED POLYESTER FINISH CDAT, FpY'-33II KSI FU.L
MATERIAL. ,24 CURTAIN RETAIL BDTrD{I HM ASAHTLY CURTAIN V10TH
C90 GALV P(JlTxult[m JANUS INTERNATIONAL CORPORATION. _
ASTM A653
STRUCTURAL \ 25 xATLRtA6 134EASTLUKEROAD TEMPLE,OA30178-0435
CLASS
1 APPL
STEEL, SD, \ \ .la STRUCTURAL ENGINEER, JOSEPH H. DIXON, JR,RE, FL 87768• N 770.682-28601Fex770-662-2284
CL I \ \
MIN F. KSI 5-7-- --� AUO FINISIi p 2008 Janus lnlem itlonal CorporallonAll Rights Reserved
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES UNIT OE IEAiLwLT
ARE,
12 I \ \x RIL UA
DECIMAL FRACTIONS ANGLES HOLE DIAMETERS APPROVALS DATE DADE COUNTY COMMERCIAL DOOR SERIES 3400
II--- 3•D4 56 IXX +,o t 0°30' UNDER ,251 ''011q MAX, SIZE 12'-0` X 20'-0'.
-,003 DECKY NELSON 1-80-06
WINDLDCK AT 3-I/4'D.C. 4x RAS `-•8 34 •XXX #10 p. �4 ,P-51 to ,500 003, 611E mavaO 1Httw Rtw
r,00a DON MILLS 3-16-06 'B T 1011
SEE SHEET 2 FOR NOTES 65 D , 11e ,� OVER ,500 _003 APPRGVCu
-VON MILLS 3-16-06 ° NONE sxtEn 1 Dn 2
ATI oAuq l]R1TIM
. s
c�
' s
IP D T IAPPROVAL
GENERAL NOTES STEEL JAMS I—IPRAWINU JiELUAWE 1;5-lb-Ubi 11
1, THIS ROLL-UP DOOR SYSTEM HAS BEEN SUCCESSFULLY TESTED ACCURDING
10 THE @OFGRH STATIC AIR PRESSURE TEST PER TAB 9OE-94,THE LAROE 41• 4�' pv lulLxx .
MISSILE IMPACT TEST PER TAS E31-44 AND THE CYCLIC VINO PRESSURE trY w0.4c% [�IstaN�';ICEL sttr-°AiuU+a T[Rs xuEV
LOADING TEST PER TAS 203-94,IN AN INDEPENDENT TESTING LAB CONFORMING tttf-ralLiun Tups sE�Ev Au J ° fix -
TO TAS 301-94. iJNu a id'R�AIMI Low TAR' .f .m �e�-3f °ac�ru iox nan¢
2. 'THE DDOR IS DESIGNED TO CONPLY WITH THE HIAMI-DADE COUNTY PRODUCT II `
CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANC ZONE GIVHZI OF THE
•••• EVErW K � ' � A v m,FLORIOA BUILDING CODE, y6lENLYC tqtO1( u
ARIMIlmis-
0.
.
DESIGN LOAD RATING u 443.0 PSF POSITIVE WIND LOAD
-49.0 PSF NEGATIVE VIND LOAD 1'{-- V norxpt r FILLED BLOCK JAMBS
VDnlWfa AtfAtl� II!��7x 2 CAC n
TTx 2 IT LH ��• E• SlvEr4s-lutC f rCo
4, VIND LOADS FBR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL atyEts-stnc aArE
ENGINEER USING APPROPRIATE VIND SPEED AND DESIGN CRIIERIA, THIS DOOR OPENIINO ViDTII g '
HAY BE USED WHERE ITS DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD - +4-ICE' S16• 9�'
REQUIRED FOR THE BUILDING OPENING. CURTAIN SHEET WIDTH 4.510' E ° aau oii'nq_"•ttE 4,SI0'
3197' 1 3.19T'
S. THE BUILDING ENGINEER SHALL VERIFY THE ADEOUACY OF THE•BUILDINO PRODUCFAEVLSEU ,..•I ".
STRUCTURE M WITHSTAND SUPERIMPOSED LOADS PXPP,PypP+RypP,P%nF me_ I)igwkbt cfkAh
AN ,•.p,r, �,.•��
G Py.P+RynP. OaDdiy CC&
.��5��p '
6, EACH NIANI-DADS COUNTY DOOR ASSEMBLY SMALL BE LABELED AS FOLLOWSti 'LoO WD I-7m9►rit+1'� ;•1• �Exo
•'4°:" .. ve zsIKe'�r�w�i attua
JAKUS INTERNATIONAL CORPORATION ' WWI.-
TEMPLE, cAst I.-
TEIlPLE,GA OY 9 wA xu Pa•zzzsal
HrAHFDADE COUNTY PRODUCT CONTROL APPROVED odud 116�
mwA ii of Eyciinen - � EwwLAi ua aaw:a
7, ALL WELDING SHALL BE N OFtlAV$ PI QUALIFIED,ELDERS L ACCORDANCE swYa aaAuuuaa ¢°waA aav°xs
4WITH -
SHALL THE LATEST EDITION A, RAI SPECIFICATIONS.'All WELDING ELECTRODES I.� +�I•
SHALL CONFORM TD AWS A5,1,GRADE E-70.
0 WI H A MS AND TWASHERSENSILE STHAGiBI OF 60 KIZED STEEL OR STAINLESS STEEL y e-j T�ig 316, OPENING VIDIN 3161 v iLe°fciu Tuns
+6-S/G1 RIVETS-lam C LAt e
9, DOORS SMALL BE PROVIDED WITH DOUBLE BOTTOM BAR MOUNTED SLIDE LOCK CURTAIN SHEET WIDTH U1111CTR09WED
LATCHES THAT ENGAGE THE ODOR GUIDES WHEN DOOR 1S FULLY CLOSED, g CONCRETE JAMHS n wnvwm withtlaP6xib
10.➢OOR ASSEMBLY DCSIGH BASED ON CERTIFIED TESTING LABORATORIES,INC. 5!d' S PLtODOCTR N8WDD biw
TEST REPORT NO.CTkA?1493W, 010' et0wwyh%V41h4Ym1+1MUw ACotgashmHe*012¢.DS7
.• x t[ 4.510' Dulwas" p,YPity td
IL ANCHOR NOTES, 3.197- 1 1 3.19T Awplrlro No f76
A.ENBEAMENT LENGTII DOES NOT INCLUDE STUCCO FINISH. ., x •... b%plrollan D.FOR HOLLOW MASONRY BLOCK,FILL ALL CELLS AT ANCHOR LOCATIONS �. :•-
WITH MINIMUM BODO PSI GROUT, •,t. �t Mi ti Prtxi,cN CODtrAI
C.CONCRETE JAMBS TO BC KININUN 20Qo PSI, 'i.•::•• .• ;,:.,
D.ANCHII S SHALLL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S _ •L' - PDAms vtoa•/atr .,-4•y� PtodutlPottird
SPECIFICATIONS. vA'M 4-t 4•TAC%FIDeA c;-
Axa 12-aC.%IM
IF.DUIOE TO JAMB ATTACHH ENT PASTENERS BEGIN 4'FRON FLOOR AND END E• L aa,E•Ix Baal F CRIAL
BELOW TOP OF,AI,L-,9 ENINYL g I MCA Na.AO-0lEfAl ID.• „,H •' n } j-
13.TEST DOOR WALL'1•= G SIZD 12'-01 X 0'-01, cwA1°XinA Tt ai iAapvwto+•:•eI .+ r "6r •�• A°7�Ia-EECm. �°i B�Ik IhC; 7/ ��j
SEAMED CLUWATlms �1, Irma cowimilmt �+ (/-(i„IIJ^�'11,
OD
L' g A
OUTSIDE Yp�tppLy�,l ArTACH�a 3 31b� yR�[KKs AITAp� OI 4 II Ill 1 n 1
WALL Rlycit.%I0 Ohl tO OPENING VIDIN v1M 9 EAai int fi t
--•'OPENING JAMB +6-510, RIVETS-iuc E°AT IWL.
WIDTH. Pxpe n 1210 plf CUATAIH+Ir4- WIDTH
—
WIDTH. Pypf+RypP a 263 PIP PA
HARM
FORCES ON GUIDE 70 JAMB ATTACHMENT NA JANUS INTERNATIONAL CORPORATION
FASTENERS DUE TO POSITIVE VIND•LOAD NIIRIAu 134 EA6TLUKE ROAD TEMPLE,OA$0170-0+f35
(FROM OUTSIDE OF BUILDING) STRUCTURAL ENGINEERI J13SEPH H.DIX4N, JR.PE. FL D7768 770.6822e601FoX770-9522204
PLIED FU039 p 200B Janus InlemGllonOl Cotporallon All RlOhle Reserved
OUTSIDE UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES -N FImmuIr•
WALL ARE' BADE COUNTY COMMERCIAL DOOR SERIES 3400
—OPENING—� JAMD DECIMAL FRACTIONS ANGLES HOLE DIAMETERS whi °Yde MAX. SIZE 12'-O' X 20'-0'
WIDTH �rpxnP 1427 plP ,XX i•,03 >ti 1116 f 0'30' UNDER .251 +'0Q3 BECKY NCLS4N 1-26-06
INSIDE Pynf+Rynf a 299 PLF ,XXX :005 ,2$I $0 ,500 4006 CXED "Ic DNY1N6 tAgfaen T q q q �V'
-,003 D4M MILLS 3-16-06 11011
FORCES ON GUIDE TO JAI48 ATTACHMENT OVER .5.00 +008
FASTENERS DUE
TO NEGATIVE
EGATI E WIND LOAD -'003 +WPR°YEd IREEp
4[IN MILLS 3-t6-06 NONE E 2