HomeMy WebLinkAboutProduct Approval T T
I - 1918 Corporate Drive
MR - -- IGHT
4- - Boynton Beach,FL 33426
Ph.561-922-6747
WINWS
Fax.561-292-3562
Property Information Building Information
Owner: John or Ruth Sweigert Wind Zone: 160 MPH.
Address: 4103 Smokey Pines Court Exposure Category: D
Ft Pierce,FL 34951 Minimum Building Dimension: 9 ft.
Mean Roof Height: 19 ft.
Risk Category: II
Design Pressure Calculations
Opening Location t Device IEDevice Device Max Positive ILMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 18 38 7 42.3 -56.7
2 Int 18 62 7 42.3 -45.9
3 End 19 62 7 42.3 -56.7
4 End 52 38 7 41.5 -54.9
5 Int 36 62 7 41.1 -44.7
—......__. ...._ --- ------ _
6 Int 36 62 7 41.1 -44.7
7 End 36 62 7 41.1 -54.3
8 End 36 38 -- _ 7 42.3- -56.7
- ............................... ... .__ . ... -......
9 Int 25 62 7 42.1 -45.7
10 Int 26 62 7 42.0 -45.6
11 Int 27 62 7 41.9 -45.5
12 Int 26 62 7 42.0 -45.6
13 Int 25 62 7 42.1 -45.7
Prepared in accordance with:ASCE 7-10,Chapler 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of I
WINDOW &-DOOR OPENING INFORMATION
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+) PSF (-)PSF DIMENSIONS REQ Y/N
SIZE
REQ Y/NINA
1 End W 7/8"Latn1I( 15-0618.04 55 55 0.0 0.0 52x75 18x38 N N
2 Int W 7/8"LainilG 15-0618.04 55 55 0.0 0.0 52x75 18x62 N N
3 End W 7/8"Lami lG 15-0618.04, 55 55 0.0 0.0 52x75 19x62 N N
4 End W 7/8"LamilG 15-0618.04 55 55 0.0 0.0 52x75 52x38 N N
5 Int W 7/8"Lami lG 15-0618.05 55 55 0.0 0.0 36x68 36x62 N N
6 Int W 7/8"Lami lG 15-0618.04 55 55 0.0 0.0 5205 36x62 N N
7 End W 7/8"LamilG 15-0618.04 55 55 0.0 0.0 5205 36x62 N N
8 End W 7/8"LamilG 15-0618.04 55 55 0.0 0.0 5205 36x38 N N
9 Int W 7/8"Lami IG 15-0618.04 55 55 0.0 0.0 5205 25x62 N N
10 Int W 7/8"Lami IG 15-0618.04 55 55 0.0 0.0 5205 26x62 N N
11 Int W 7/8"Lami IG 15-0618.04 55 55 0.0 0.0 5205 27x62 N N
12 Int W 7/8"Lami IG 15-0618.04 55 55 0.0 0.0 5205 26x62 N N
13 Int W 7/8"Lami IG 15-0618.04 55 55 0.0 0.0 5205 25x62 N N
M AMIE MIAMI—DADE COUNTY
PRODUECT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599
f1. F ACCEPTANCE DA www.miatnidade.gov/economy
RegerneeyPlus',Inc.Gap Highwayel,PA 17851
SCOPE:
This NOA is being issued under the applicable rulesand 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 includin the High Velocity Hurricane Zone.
ESCRIPTION: Series 115000"White PVC Single Hung Window—L.M.
APPROVAL DOCUMENT:Drawing No.RPLS0062, titled'Impact Series 5000 Single Hung Window-
L.M.1",sheets 1 through 5 of 5, dated 11/26/08, with revision G dated 09/24/15, prepared by PTC, LLC,
signed and sealed by Robert J. Amoruso, 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.
SSII,E IMPACT RATING:Lar a and.Small Missile Im act.Resistan
LABELING: Each unit shall bear"a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewalapplication 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 No. 14-0128.07 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 Manuel Perez,P.E.
NOA No.15-0618.
CMIAMMADE COUNTY
Expiration Date: July 22,2019
Approval Date: October 01,2015
Page 1
Reaency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08.1210.13)
2. Drawing No. RPLS0062, Sheets 1 through 5 of 5, titled "Impact Series 5000 Single
Hung Window", dated 11/26/08, with revision G dated 09/24/15, prepared by PTC,
LLC, signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
along with marked-up drawings and installation diagram of white PVC single hung
window,prepared by National Certified Testing.Laboratories,Test Report No.
NTCL-110.11537.1,dated 08/18/08,revised on 09/03/08, signed and sealed by Harold
E.Ru'p,P.E.
(Submitted under NDA No. 08-1210.13)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC 5t°
Edition (2014),dated 09/01115,with revision dated 09/01/15,prepared by PTC,LLC,
signed and sealed by Robert J.Amoruso,P.E.
2. Glazing complies with ASTM E1300-04e01
i
D. QUALITY ASSURANCE
1. Miami--Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13,
expiring on 02/28/18.
Manu rez,P.E.
Product Cont of xaminer
NOA No.15-0618.Od
Expiration Date: July 22,2019
Approval Date: October 01,2015
- E-1
Reeencv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to, of complying with FBC 5th Edition(2014) and of
no financial interest, dated 03/18/15, prepared by PTC, LLC, signed and sealed by
Robert I Amoruso,:P.E.
2.: Laboratory addendum letters in the Test Report No. NTCL-110.11537.1, issued by
National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09, both signed
and sealed by Harold E.Rupp, P.R.
(Submittedunder NOA No. 08-1210.13)
3 Laboratory compliance letter in the Test Report No. NTCL-110.11537-1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08-1210.13)
G. OTHERS
1. Notice of Acceptance No: 14-0128.07, issued to Regency Plus, Inc. for their Series
"5000" White PVC Single Hung Window --- L.M.I., approved on 03/20/14 and
expiring on 07/22/19.
I
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Mau el P rez, E.
Product Contro Exe ner
NQA Ko.l 8.04
Expiration Date: July 22,2019
Approval Date: October 01,2015
E-2
i
a
REGENCY PLUS, INC• a s.
IMPACT SERIES 5000 SINGLE HUNG WINDOW - LNih
INSTALLATION ANCHORAGE DETAILS °
OENE¢(y�NOTES: a.INSTALLATION ANCNOR6 AND A660CIATEO HARDWARE
THEPROouCTANIZ%4Gt$HOTUMHEREJNLSDESIOHE T.MATERIALS: II TAL4,J)TIONNOTESL MUSTBEtdAIiEOfQOR(�BtONRESLSTANTNIXTERIALOft
TD COMPLY WRH aTH EpRIpN(2014)FLORA BULLOM. 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING-
CODE
INCLU FBGTHEK INOAIAREStDE1TRALVOLUMES 7.1WINDOW FRAME MATERI+VL:ROYAL WINDOW& ANCHOR LWA71ON SHOWN.
INCLUDING THE NBGH VELOCITY HURRICANE ZONE pMM DOOR PROFILES.PLANT 13 RKNIp VINTI PNC PER 4.FOR HOLLOW BLOCKAND OROUT FILLED BLOCK DO
T THE DESIGN PRESSURE(SI STATED HEREIK WMI-DAM NOTICE OF ACCEPTANCE(NOA)NO, 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLAT1ONANCHORS IKTOMMAR
2 TNEP(tOpUCTDETAR&CONTAINEDHEREUTAREBASEO 12.1i20A2 THE MINIMUM NUMBER OFANCHOR$TOBEUSED FOR JAWS.EDGE DISTANCE IS MEASURED FROM FREE m
PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE d^ a 5
UPON BIONED AND SEALED TEST REPORT i 7.2GLJMZING IFtTERUIYER 14)RARAYAMEWCJ�IHC. SHELL.OF BLOCK Z
NCT41i0-St537.1 DATED OBI"ANDASSOCIATED
ADOME WTERLW No.1 R Milkio. E NpSN EOF 3 SHIMAB REONPED AT EAO AO BEARING SM ANCF(C11� O
LMi0R11TORY5TAMPED.ORAWDIGSANOWERETESTODtN ACCEPTANCE'(NOA)iN0.17-021a.10. TtIUIIMHFRAMEWITHLOADBENtIttiSFfY(Sy. LO.INSTALLATION ANCHORS SHAiL$EINSTALLED Ui ^�" N
ACCORDANCEvwHHIGH VELOCITY HURRIGWEZONE MAXMWMAUMABLESKMSMI81141NCK SHIM ACCORDANCE WITH ANCHOR MANUFACTURERS �.. F � t5
TESTING PROTOCOLS TAS-201.TA5.302ANDTAS•207. a,NOTUSEO. WHERE SPACEOF1116INCH OROREATEROCCURS. INSTAL1AMONRISTRUGTIOHSANDANCHORSSHALL jS<
$Mks)61MLBECONSTRUGIEDOFHMDENSITY �NTH�NIN IMUM TS WITHSFIEDBYiM�
3 THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 4.GLASS MEETS THE REQUIREMENTS OF ASTM PLASTIC OR BETTER y2
8TOTHESTANDARWUSTEWNTHE 6THEDtTION(20t4) E1300 "I, ANCHOR MANUFACTURER,
FLORfDA BUIwING CODE(FSC)•BULIDING ANO 4.FOR 1NSTALIATIDN INTO MOOD FRAMING,USE i12 WOOp Q
RESIDENRALVOLLIMESAND ISINCOMPLIAlICEyy1T}/$yD 10.DESIGNATLON37(AND"O'STANDFORTHE. SCREW$OF$UFfICIENTLENOTHTOACHIEVE il2lNt i LLUiSTAILAT�NANGFtORCAPAGt'pESFOR PRODUCTS
STANDARD.S,INCLUDRIG HIGH VELOCITY HURRICANE ZONE FOLLOW IO: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THETT�r 1.
14 jil
(HVHZ)REQUIREMENTS. *OPERABLE PANEL - INCH. FOLLOWNG PROPERTIES: S y
i, 4.ADEQUACY OF THE EXISTING STRURM„COHMETE a F0(ED PANEL
S.FOR INSTALLATION!THROUGH iX BUCK TO CTUCONCRETE
INIMUM SPECIFIC
REbISTI O SYSTEM CAPASLEOF vwHSTMASONRY AND 2X FRAMINO AS A MADI TAAIIDWO AND D FORCE )L.L.OIIDS WAS NO USED I DESIGN OE THEE USE t 4INCH RW ADVANCED THREADFOROUILECTLY INTO ETORM TAPGONS OF E I MASONRY. GRAVITY OAF SOUTHERN
5 LUMBYELER MUST COMPLY WITH STHD
TRANSFERRING APPLIED PRODUCT LOADS TO THE PROOUCT(S)LHOWNHEREDL WNNOLOAD SUFFICIENT LENGTH TO ACHIEVE THEFOLLOW0N4: EDtTiONFBCIFRCASRELATEOTOW000PROTECTION.
STRUCTURE 19 THE RESPONSIBILITY OF THE ENGINEER ® DURATION FACTOR(Cd■1.6)HAS BEEN USED FOR S.I. CONCRETE SUBSTRATE ®B CONCRETE-MtNBLUMCONAPp£SST,tE STRENGT
S
OR ARCHITECT OF RECORD, WOOD ANCHOR DESIGN WHERE WDODO MY 5,1.1. 1112 INCH MINI"EMBEDMENT HOF -
6.1XAN02KBUCKS FAAUREGOVERNS.FOROTHERMATERIALS, 5.12, f-WINCHMINIMUMEOGEDtSTANCE Ap 2"O"OANDCONEQRMSTDAC1301.
? (WNENUSED)$HALLBEDESIONEDAND APPROPRLATE SAFETY FACTORS PER THE 12. MASONRY SUBSTRATE [.:]C.MASONRY-S'TRENGTItCONPORM6TO ASTM COO. $
-'t
ANCHOREOTO PROPERLY TRANSFER ALL LOADS TO THE APPLICABLE DESIGN STANDARD ARE USED. 521. tINCHMINiMUMEMBEDMENT MEDRIMWEXSHTWITHOENSYTY>i1TPCF,
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 3.2.2, 2 INCH MINIMUM EDGE DISTANCE Imam.AnaYq.P e
RESPOtMOtLMOFTMENGMEERORARCHTMCTOF 12.WHEREWWO40URNEI)ESRISPROTECTION FWA*Fl;:M4ps2
ti RECORD. REQUIREMENTS MOST,USE OF AN APPROVED G FOR PARTING STOP INSTALLATION USE ib X 1 1?WOOD
IMPACT PROTECTIVE SYSTEM 18NOT REWIRED. SCREWS.ata'INCH MIN.EDGE DISTANCE RECTI. ,,//NttNNtttto"
a.THE GENIERIC AND MAY STALLAMON Nai'REFLECT TU/1L OONAILS DESCRIBED NARE pITKNN3 1.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ��%"10 JAMES Woo
FORASPECIFICSTTE,WSITECONDITIONSCAUSE WALL FINISHES,INCLUDING BUT HOT LIMITED TO 4�IL;.V1OEA%B .O,p�
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. @ S Na 49752
DETAILED HERESK THEM THE BUILDING OFFR34L MAY '
ELECT ONE OF THE FOLtOMNO OPT1oRK _ h
A OUTSIDE*Mat REQUIRE THAT A LICENSED STATE
ENGINEER OR ARCKRECTPREPARE AND SUBMITSITE SPECIFIC w ��
DOCUMENT. ENTS FOR USE VAT14 THIS
B.iDZ REOtI/RES
TttITAOHE TAdtSITE
SPECIFIC,APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS
®
FROM THE MIAMI.OADE COUNTY PRODUCT CONTROL.
!)MEBT REV. SHEET DESCRIPTION IMUNHICT R11vmv
1 E OENERALNOTEB.MSTALLATIONNOTES.a DP.CHART �` ,p co,wptpeM w+fbei
2 E EIEVATIONANDANCHORLAYOUT IWtdegl�L OW
2 3 E ELEVAYAI.SECTIONS
DES"PRESSURE,RATING(PSE) IIiPACT RATING AaMlw
4 E Rl
HORIZONTAL SECTIONS,GLAZING DETAIL 9 BILL OF MATERIALS 1550 LARGE MISSILE
6 E COMPONENTS Ni COW"DETAIL
IMPACT
J#.
i
7 .
L
Q
52"MAX. � �LC
D �[
8,lir MAX.(TYP.) -
75" 46 314"MAX. FROM PARTING 131/2"MAX'' o u w
MAX; D.L.O. STOP CORNERS O.C.('TYP:)
HEIGH @HEADA.SILL 14"MAX.FROM FRAME
CORNERS(TYP.) r
g6"MAX.FROM:FRAMERNERS( P.) INSTALLATION Q
ANCHOR(TYP.) y Z a
4 � F 1 14114"MAX:'
33 3/4" L
E O 4 O.C.(TYP:) 3"O.C.TYP.FOR a �
D.L.O.M 4 C 4. WOOD SCREWS. . `
3 STEEL REINFORCEMENT 4 O.C. E S FOR
CONCRETE SCREWS.
P FIXED METAL
EVENLY � k
l� is
SPACED METAL SCREWS _
323/9 ! 45 3!4"MAX. PARTINGS STOP �� 5
MAX. ANCHOR(TYP.)
D.L.O. D.L.O. STEEL: X
X REINFORCEMENT 131/20 MAX.
7" O.C.(TYP-)
ftbwt J ARWM,P 6
1 114"X 1/4"WEEP HOME 4112"MAX.FROM `,,��quurrrgrri
���III �pMfS 4
A 2 5/8"FROM END(TYP.)A 131/2"MAX. PARTING STOP .���Q`,�••�'r`,ENS41FIs No,
3- O.C.(TYP.) CORNERS(TYP.) No 497 Z `0
STAT' (-f/ •!r
O� OP •�
ELEVATION A ANCHOR LAYOUTr '•`mss `° •`•°,'
�•4rS+01V+s
EXTERIOR VIEW FX'IIiRIOR VIEW
wwUC1r Ramey
m srkp{f wi"M F4"
6i�a�eµaioo�No 16,p(v18.
D.r
UY
M' Mndixi
WOOD PUCK PROTECTION BY OTHERS
(SEE (NST. NOTE 11 A) & /7 1/4' ITW TAPCON&
F
ONE BY WOOD BUCK BY INSTALLATION ANCHOR 80,12 WOOD SCREW
OTHERS (SEE NOTE 5, 1 1/2" MIN.,j 7/6' MIN INSTALLATION ANCHOR o a
®_ SHT 1) EDGE DISTANCE ONEOTHERS EDGE DIST. W s
CONCRETE BY OTHERS
(SEE NOTE 4, SHT. 1) y' �' v . v� v v o 1 1/2" MIN. (SEE NOTE 5.,SHT. 1) BY OTHERS d d
' v EMBEDMENT (SEE NOTE 4; SHT. 1)
EXTERIOR FINISH �v v v o v SHEATHING. ;.•,. .2
BY OTHERS ° v ,.iii
4 � q •v
c 8Y OTHERS s j• :":. -� o
'b:t: 1 1/2" MIN.®
#8 X 1 1/2' ':`r ;: EXTERIOR FINISH �. .•Y� EMBEDMENTd ea
WOOD SCREW 1° >n_• 18/8 X 1 i/2" BY OTHERS '?r'..
WOOD SC
rir
PERIMETER CAULK #8 X 1 1/2" 1e i;:'; IS WOOD 1 1R/EW
16
BY OTHERS WOOD SCREW '. �. :m ;
Do \ 1/4" MAX. wi
1/4 MAX.
14 / SHIM SPACE PERIMETER CAULK SHIM'SPACE d
1 14 BY OTHERS. C] c
EXIERIQR , / 14 14 ,o
19 \ 4WERIOR + WINDOW } a
9 EXTERIOR t6 1 INTERIOR HEIGHT $
SEE GLAZING DETAIL 8
B VERTICAL S ION (ON SHEET 4) °
WINDOW
HEIGHT 15 $�a Ole
3 19 D VERTICAL SEvloons S TION li
12 ®23
20 X
5kula
EXTERIOR 19 ®23 p
10 INTERIOR 2 a 10 12 Robwj.Amwwa PE.
raoemP.[Na4vu
Wo1s 1s X 1 1/2" a +
oo sc �p�``JAMES
PERIMETER CAULK 14 14 13 " ��Q(,,.......,, �i
BY OTHERS 0�r,*%CEA'SF.�*1k
W X 1 SCREW
7 O� No 4976?/-.0.
EXTERIOR FINISH (u' WOOD SCREW INTERIORZ'1 :*
BY OTHERS
EXTERIOR 10
•Ate; STAYS OF •Ir
�Q
CONCRETE BY OTHERS �:- ,: I ..........R+OF,.•�.t`J
(SEE NOTE 4, SHT. 1) =`�'% !L 10
1 1/2" MIN.
ONE BY W00 �> .a EMBEDMENTIM
BUCK BY OTHERS 16
r:y .o 4•'d ,a - C MU11UC7 RGVASCU
(SEE NOTE 5, SHT. t)
17 bwWinfCbY �.
WOOD BUCK PROTECTION 1/4" ITW TAPCON 1 1/2" MIN. ® VERTIC� Accerunae twl.� L SECTION , o..
BY OTHERS (SEE INST. NST LATION ANCHOR EDGE DISTANCE •- a A o n
® NOTE 1 IA) A VERT CAL SECTION .
I
i
i/4" MAX. 1/4" MAX. {�a x .1 1 2" n
/B X 1 1/2" INTERIOEt to = = n
1NIEBI4E SHtM SPACE— to SHIM SPACE WOOD SC EW a
19
it' 3 111 1 SHIM AS t�lOOD SCREW SHIM AS g a
REQUIRED 18,16 7 3 10 '$ REQUIRED
1 1/2" MIN. EMBEDMENT - CONCRETE 1. ij2".MSN. R o „
14 1" MIN: EMBEDMENT - MASONRY& 14 EMBEOMENT E :9
12
-�- 1
f
9 t 1/2' MIN. EDGE DISTANCE - CONG[tETE 7/B` MIN.
/ .
.111 9 2 MIN. EDGE DISTANCE - MASQNRYA EDGE DISTANCE B„
. � 10 X12 WOOD SCREW
�9 17 1/4-17W TAPCON INSTALLATION ANCHOR
INSTALLATION ANCHOR
12 'p •Q CONCRETE OR MASONRY 12 FRAMa-Y OTHERS n
1T1' OTHERS x.- SEE NOTE 4, SHS, 1) ~
q., (SEE NOTE.4, SHT. 1) ( p
•r. 9 ISOLATION MATERIAL —
ONE BY WOOD ��a
9 BETWEEN WOOD = .�).rt.:E•i BUCK L�1f:OTHERS' a �
�y2 9 BUCK 61 MASONRY ip',B 16 10 p' (SEE NOTE 5. SHT. 1) = gg
18 "e 16 10 tiY. Ksy• :. OPENING BY OTHERS SHEATHING BY OTHERS �s' x iLb z t7
PERIMETER CAULK—/ ONE BY WOOD PERIMETER CAULKg D
BY OTHERS BLK2t BY OTHERS BY OTHERS14 1e/S X 1 1/2"
EXTERIOR FINISH (SEE NOTE 5. SHT. 1) WOOD SCREW
BY OTHERS y
WINDOW WIDTH 14 10 #8 X 1 1/2" WINDOW WIDTH EXTERIOR FINISH
WOOD SCREW BY OTHERS
EXTEBlQB EiiTE8I41; � Cr.-,
E O •' RWDP:ROYAL WnNRO4YSANo F I ONT LS ION I ,
'ASTMA-ASOG&11A109 BILL OF MATERIALS A MDNOADOOR P?O.I 281� N0.13 �
ITEM# DESC1i1PTM MATERIAL MANUFACTURER
1 -MAIN FRAME WHITE RIGID PVC •'RWDP A �0 \\\ 9 $
2 FIXED MEETING RAIL WHTTERIGID.PVC ..Imp .
3 SASH&MEETING RAIL WHITE RIGID PVC ..FmP t ,AnWvskP-f.
4 PANEL STOP t FRAME COVER WHITE RtGD PVC •'R4WP /
6 SLOPED SILL=VER 16 p+++++++p
S GLAZING STOP HANDLE WHITE RIGID PVC •'RWDP ( I ,,�.'4L�ti C EENB,
7 GLAZMK3 S70F OPERABLE WHITE RIGIDPVC
'•b
8 GLAZING STOP FIXED FRAME) WHITE RIGID PVC "RWDP t 4C;'�"lAl
NO ti
S POCKET INSERT WHITE RIGID FVC •'RWDP' t �� 1/2" GLASS SITE tF�10 0.270"HIGH CENTER FIN WEATHERSTRIP VI YLit TE.RLOCKCOVER WHITERIGID.PVC •'RWOP
12 REINFORCEMENT SASIO16GJl STEELALLOY1008/1p10' REGENCY PLUS INC.
E2iIE$1laS\ 1NIE61S>A '�.,FS'�dR;Q�'•C'.
13 REINFORCEMENT(FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/i 10' REGENCY PLUS,INC. \ 4 t
14 PARTING STOP WOOD P7 SYP G•0.65 MIN.
i6 SIKH F 652 SILICONE SILICONE SIKH — 8
18 1112 WOOD SCREW(USTA W ANCHOR) STEEL — 7/9' O.A. INSULATED GLASS UNIT CONSISTING OF:
17 lWITWAGVANCEoTmREAoFoRmTAPcON STEEL TIW 22 18 EXLERIOR LAMWATED CLASS - (2) t/8'ANNEALED PRODUCTULSVLWD
18 -ax 1 1l1'WOOD SCREW STEEL ® CLASS W/ 0.090" KURARAY AMERICA INC, BUTACTTE a o+mpl vrW Ih+FIaN+
7A"pA INSULATEDO EEG NG DETAIL, 4 IWERLAYER, 0.39'.AIRPSACE W/DESICCANT NATRIX Dwicta�e
ZO BULB VINYL WEATHERSTRIP VINYL STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS Ampaneg ND
21 HURRICANE TILT LATCH 1057E SEE NOTE BE LO STEEL•ZINC COATED VISION INM
22 ENDUR11,888.13PACE STAINLESS STEEL GLAZING DETAIL M
23 GIAZINGPAD SETTIN0BLOCK-2N84K-126-026028 NEOPRENE
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21 TILT�H c
i MAIN FRAME a FIXED MEETING RAIL SA &MEETING RAIL o.eor STEEL.ZINC COATED = = a
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MAMDADE MIAMI—DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY.AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
i
OT CCEPTANCE NOA www.miamds4S.¢ov/economy
egency.Plus,Inc.24 Locust Gap Highway
Dunt Carmel,PA 17851
,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.
ESCRI>TION:Series"5205"Outswing White PVC.Casement Window
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window-LMI",sheets 1 through 5 of 5,dated 10/14/08,with revision J dated 09/24/15,prepared by PTC,
LLC, signed and-sealed by Robert J. Amoruso, 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.
i
MISSILE IMPACT RATINGr Large and Small MLsile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted
herein.
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 No. 13-1009.10 and consists of this page 1 and evidence pages&I and E-2,as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E. LeO
05
ruasawantaeourirr Explratlon 19Approval Dat15
q1�1 e 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA.Nv. 08-1.118.10)
2. Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window --
LMI", sheets 1 through 5 of S, dated 10/14/08, with revision J dated 09/24/15,
prepared by PTC..LLC,signed and sealed by Robert J. Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
alon&with marked up drawings and installation diagram of white PVC single hung
window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110-1163&1,dated 10/02/08,signed and sealed"by Harold E.Rupp,P.E.
(Submitted under NOW No. 08-1118.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5111
Edition (2014),dated 09/03/15,prepared by PTC, LLC, signed and sealed by Robert
J.Amoruso,P.E.
2. Glazing.complies with ASTM E1300-04e01
i
D. QUALITY ASSURANCE I
I. Miami Dade Department of Regulatory and Economic Resources(RER).
I
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacitee PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 12»1120.02, issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid FVC Exterior Extrusions, approved on 02/28/13,
expiring on 02/28/18.
Ma ue ere P.E.
Product Cont ol.Ex tner
NOA No. 18.05
Expiration Date: May 06,2019
E-1 Approval Date: October 01,2015
Reeency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statementletter of conformance, complying with FBC 5" Edition (2014) and of no
financial interest,dated 03/18/15,prepared by PTC,LLC,signed and sealed by Robert
J.Amoruso,P.E.
2. Laboratory addendum letters I and II in the Test Report No. NTCI,110-11618-1,
both issued by National Certified Testing Laboratories,dated 10/02/08 and 01/20/09,
signed.and sealed by Harold E.Rupp,P.E.
(Submitted under NOA No. 08-1118:10)
3. Laboratory compliance letter in the Test Report No. NTCli110.11618-1, issued by
National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold
E.Rupp,P.E.
(Submitted under NOA No. 084118.10)
G. OTHERS
1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series I
"5205"Outswing Wbite PVC Casement Window--L.M.I.,approved on 12/05/13 and
expiring on 05/06/19.
i
1
Manuel P Fez-,P.E.
Product ControlPalfiner
NOA No.18:w%18.05
Expiration Date: May 06,2019
Approval Date: October 01,2015
E-2
i
REGENCY PLUS, INC.
L,"SSfl5205H�VINYL IMPACT CASEMENT
. c R
WINDOW - LMI
INSTALLATION ANCHORAGE DETAILS flu
"1.THIS PRODUCT AN�"CRA{E� _. -
C SHOWIItfREW�IS,DESKiNE070 T.MATERIALS: MSTALlAT10XNOTES: b.INSTN.IATK)NANCHORS AND N390CIATED:HAROWARE
MFLY WITH t'TH EDITION(2011)FLORIDA BUILDING CODE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
(FBCI-BUILDWOANORE&IDENTIAL.{pUAESINCLUdNGTHE TAWIIDOWFRAMEMATERIAL,ROYALWINDOW4 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH WIVE BE MADEOFCORRSIONREISTAN LL
FSGH V1]:OCITY HURRICANE ZONE(HVHQ)ATTHE DESIGN
PREBSURE(S)STATED HEREIN. ®DOORMAMt0ROFM1EB,PLANT OCEPID VINYL PVC PER ANCHOR LOCATION SHOWN. O
MIAMTflAOE NOTICE OF ACCEPTANCE(HOA)N0. 9.FOR OONCRETE BLOCK DO NOT;INBTALL INSTALLATION gyp+
2.THE PRODUCT DETAILS,CONTAINED HEREIN ARE 9ASFJ).UPON 12-1120.M - 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EWE DISTANCE IS p
SIGNED AND SEALED TEST REPORTO NCTLr110.11575.1 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE O_F 33
DJLTED t0AT7A75,ADDEIIpUN DATED 71A15Dp AND ADDENdIM 7 2�M'INTERLAYER KURARAY.AMERICA,INC: PRODUCT NWALLATION, MORTAR;OINT INTO FACESHELL OF BLOCK y O
®BUTACITENMRLAYERPERMWAI-0ADE"MICE.OF Q z
�IDATED S AND ERE T S TED IN
COR LABORATORY STAMPED ACCEPTANCE 044 No.144 91-6.10. I.SHIM A8 REQUIRED AT EACH INSTALLATION ANCHOR t0.INSTALLATION ANCHORS SHALL BE INSTALLED IN
VELOCITY
ELOCIOSANQWANEZONEDSTING -MRCEWITHHIGH WITH LOAD BEARIGSHMI(8).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR7MNUFACTUREWS
TAS- T ND TA CANE ZONE TESTING PROTOCOLS TA&201,® r
TAS-202 AND TJL8�209. SHIM SIX 18 U4 INCH.SHWA NAPIER£SPACE OF 1N6 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHAH
S.NOT USED, OR GREATER OCCURS,SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE .$J f Z
A THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.O1A38 MEETS THE REQUIREMENTS OF ASTM ANCHOR MANUFACTURER. }�r•u U
®THE STANDARDS MISTED IN THE NTH EDITION(2014)FLORIDA E130PON1. 4.FOR INSTALLATION INTO WOOD FRAMING.USE 012VOW 0.
BUILDING CODE(FSC).BUILDING AND RESIDENTIAL SCREWS OF SUFFICIENT LENGTH TO A04EW 1112 1NCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
VOLUMES AND IS IN COMPLIANCE WITH SAM STANDARDS 10 DESIGNATION 9C STANDS FOR TF1£FOLIOWNTi MINIMUM EMBED►IENT.MINIMUM EDGE DISTANCE 13 716 HEREIN ARE BASED ON SUBSiTiATE MATERIALS VVRH O G R
INCLUDINGEGREM NIGH VELOCITY HURRICANE ZONE DflI¢) X:OPERABLE PANEL INCH. A7HE FOLLOYVING PROPERTIES: . §
REQUIREMENTS �Y
1f.AIA LNCREABE IN ALLOWABLE STRESS FoRYAND $.FOR INSTALLATION THR000H 1X SLICKTOCONCRETEI A WOOD PROTECTION.WOOD PROTECTION.WOOD- tg�
4..ADEQUACY MASONRY
N THEFRAMING
AINOUSTINGSTRUCTURALSAMAIINCONCRETE/ LOADS WAS NOT USED IN THE DESIGN OF THE MASONRY;OR DMRECTIY INTO CONCRETE!MASONRY; PRESSURE TREATED SOUTHERN YELLOW PIKE-
RESISTING
AND TEM CAPABLE
ASA MAW WAND FORCE ® PROCUCTIS)SHONM HEREIK WIND LOAD USE U4 INCH ITW ADVANCED TXREADFORM TAPCONB OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER
RESISTING RING AM CAPABLE OF T LOADS
DING MID DURATION FACTOR(Cd•1A)HAS BEEN USED FOR SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH 5TH EDITION FSCIFHC AS
TRAN6FERPoNGAPPIIEDPRODUCTLOAD$TOTHE VOW ANCHOR DESIGN WHEREVMD-M&Y ®3.1. CONCRET£SUBSTRATE RELATED TO WOOD PROTECTION;
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. t U2INCH MIMMUM EMBEDMENT u7�i
ARMIMCTOF RECORDANOTO BE REVIEWED BY AHJ. APPROPRIATE SAFETY FACTORS PER THE 3.1.2 1412 INCH MINNAUM EDGE DISTANCE R:CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF
b 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPLICABLE DESIGN STANDARD ARE USED. 52 MASONRY SUBSTRATE 2500 0 AND COMPLIES)ATH ACI 3M. g
521. 1 INCH MINIMUM EMBEDMENT
STRUCTURE.
. PROPERLYTAANSND NSTFER ALLLOADS T E 12.IN AREAS WHERE VVIN0430 NE DEBRIS, 522. .2 INCH MINIMUM EDGE DISTANCE AC MASONRY-STRENGTH CONFORMS TOASTM.0-9D. RaEwIJ./wiauW pE
STRUCTURE,BUOF THEDESENGINEER
OR ARCHITECT
THE PROTECTION REQUIREMENTS EXIST USE OF AN MEDIUM WEIGHT WITH DENSITY-117 PCF. FWW RE No;.49762
RESPONSIBILITY OF THE REVIEWED
B OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM 18 NOT 6.FOR PARTING STOP INSTNLATFON USE NO WOOD
RECORDAND.TOBEREVIEWEDBYAFI, NEEDED; SCREWS. ���pZ j�ME8 ,jj
0.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 13.EACH WINDOW ASSEMBLY MOIL BE LABELED WITH 7.MINIMUM EMBEDMENT AND EWE DISTANCE EKCLUDE �t�Q`,.•CENy Ali,�
••O.94i�
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A A PERMANENT LABEL ANDIT)R STAMPWITH THE WALL FINISHES.INCLUDING BUT NOT LIMITED TO `
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO EXTRUDER CODEAND'MDW. STUCCO.FOAM,BRICK VENEER AND SIDING. ` per;•V F•':G�
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN.THEN NO O
THEBW NO OFFICIAL MAY ELECT ONE OF THEFOLLaMNGOPTIONS1\)� .A
A-OUTSIDE M":REOLRRETHAT ALICENCED STATE OF :��
ENGINEER OR ARCHITECT PREPARE AND SUBMITSRE ' T••�( OP•-:�_���
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT p�ss.0% ENO�.•
TO BE REVIEWED BY AHI.
B. TABLE OF CONTENTS RnnaLLq
INSIDE FMIZ:REQUIRE THAT A ONE TWE SITE
SPL-CIFICAPPROVAL13EAPPUEDFORANNDOBTNNED SHEET REV. SHE'ETDESCRUvWN
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/4" ITW ADV THRFM TAPCON INST ANCHOR O 1 INSTALLATION ANCHOR
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GLASS/ 0.090" KURARAY AMERICA INC. BUTACITE IMeMt;�mo�,e vE
INTERLAYER/,CCANT MATRIX STEEL SPACER SYSTEM INSTALLATION ANCHOR17
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4
6/16(2016 , Florida Building Code Online
reridaDe�xltment�: ac's Home Log In , User Registration I Hot Topics Submit Surcharge Stats&Facts ' Publications ' FBC Staff i SCIS Site Map Links : Search
Business`')
Profess1Vll�l0...:
Product Approval
P..User
Regulation
_ Product Approval Menu>Product or Application Search>Application list>Application Detail
FL# FL11479-R3
Application Type Revision
Code Version
Application Status �red—
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Regency Plus Incorporated 5
Address/Phone/Email 1024 Locust Gap Highway J5j
Mount Carmel, PA 17851
(570)339-3374
Ctg.ay_p@con!ervationwirldoyf�.com
Authorized Signature Tony Procopio
tonyp@conservationwindows.com
Technical Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,SD 17851
(570)339-3374
Joek@window-pros.info
Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel, PA 17851
(570)339-3374
Joe k@window-pros.info
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2006
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Approved Testing Lab
FL11479 R3 EDuiv AAMAEOUIVALENCY Ddf
FL11479 R3 EDuiv ASTMEOUIVALENCY —if
httpJ/Floridabuilding.org/pr/pr app dtl.aspX?param=v,,GEVXQwtDgN&IyggZ9WuEIMsgd27flidiqZIPSLByceLwp?zbp/p2bXxcAp/p3dd/pad 112
i
i
6/16/2016 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 03/19/2015
Date Validated 03/20/2015
Date Pending FBC Approval
Date Approved 03/23/2015 i
i
I
Summary of Products }
FL#_ _---,r —i Model,Number or Name Description
!� MULLION
111479.1 T
j — TECH 5000 IMPACT MULLION ECH 5000 IMPACT
a - ----- -�-- - ---------- -
_
Lrrtirts of Use Certification Agency Certificate
Approved for use in HVH Yes..- -..._.,_ FL11479 R3 C CAC NI007051-R4.Ddf
Approved for use outside FIVAZ:Yes Quality Assurance Contract Expirati n Date
Impact Resistant:Yes ---�/ 12/31/2020 P
Design Pressure:+70/-70 Installation Instructions
Other: FL11479 R3 II 08-01205A.odf
Verified By: Luis Roberto Lomas 625141
i Created by Independent Third Party:Yes
Evaluation Reports
FL11479 R3 AE 511787A.odf
Created by Independent Third Party: es
111479.2 I TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION
I.-•----------_._..--'-- --._.._:_----------'----
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11479 R3 C CAC NI007050-R3 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expirati In Date
Impact Resistant:Yes 02/28/2021
Design Pressure:+70/-70 Installation Instructions
j Other: EI 11479 R3 IT 08-01206A odf
11 Verified By: Luis Roberto Lomas 62514
` Created by Independent Third Party:Yes
Evaluation Reports
j FL11479 R3 AE 511788A.Ddf
Created by Independent Third Party:Yves
Ln.'4
, I
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 I
The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessiblll Ste ment::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
e iectronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contz ct 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2o12,licensees licensed under Chapter 455,F.S.must provide the Dep irtment with an email address If
they have one.The emaiis provided may be used for official communication with the licensee.However emall addresses arc put Iic record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee
under Chapter 455,F-S.,please dick here.
Product Approval Accepts:
W® alit
s.rnrit
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I
I
i
http/ffioridabuildng.org/pr/pr app_dt1.aspx?pararrt=wGEVXQvADgv8JAgZ9WuElMsgd27flidIgZWSLBWeLwp2zb%2bXIcAo/o3d%3d � y2
i
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NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: N1007051-R4
�4 DA'L'E: 03128/2007
CERTIFICATION PROGRAM: Structural
COMPANY: Regency
CODE: 750-1
f REVISION DATE: 02/02/2015
To verify that the"Notice of Product Certification"is valid,please visit tau%4:NA M ICertif ication.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
i
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus,Inc. Series"Tech 5000 Impact Mullion"
2000 Locust Gap Highway Fixed Lite Combination Window
Mount Carmel,PA 17851
Configuration:0/0
Glazing:IG-Interior-3/I6"Annealed Glass/
Exterior-Laminate 5/32"Annealed Glass/0.090"SGP!
5/32"Annealed Glass
Frame: W-2720mm(107") H-1955mm(77")
Lite: W-1345mm(53") H-1955mm(77)
SPECIFICATION Pl$ODp—
AAMA/WDMA/CSA 101/I.S.2/A440-05 FW-R70 2720 x 1955 (107 x 77)
ASTM E1886-05/E1996-04 Wind Zone 4-Missile Level D
TAS 20.1/202/203-94 Design Pressure:+70/-70
Large Missile Impact Rated f'
Product Tested By: National Certified Testing Laboratories - _._.....__,._...._... - `J
Report No: NCTL-I 10-10616-1/110-1 616 10-10616-3
Expiration Date: December 31,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,'VA 23072
Tel: (804)684-5124
Fax: (804)684-51.22
PARTS UST REMONS '
NO. PART NUMBER DESCRIPTION REV DESCRIPTION DUE I APPROVED
1 A118-02PO78 4"ALUMINUM MULLIONSHEATHING 7/16" MIN
A ADDED EDGE DIMENSIONS 03/02/15 R.L.
.
2 A116-02M078 MULLION CONNECTOR (CLIP) BY OTHERS EDGE DISTANCE
3 MULLION CAP 2 1/2" MIN. J MASONRY
FRAMING EDGE DISTANCE I BY OTHERS
BY OTHERS 1 3/8'
MIN. EMB. 1X BUCK
1 1/4" �:; ;.• BY OTHERS
#8 WOOD MIN. EMB.
SCREW
2 3/16' CON
1
DETAIL A 2
WOOD FRAMING 1
mo SELF TAPPIfJ TOP CLIP INSTALLATION DETAIL
SCREW IX BUCK CONCRETSMASONRY
TOP CLIP INSTALLATION
SEE SHEET 2 NOTE I
o ❑ 1
d�o O�d 2 1„ 2 1
3 1
WOOD FRAMING CONCRETE/MASONRY
1 3/8" BY OTHERS BY OTHERS
SECTION B-B MIN. EMB.
FIXED WINDOW FRAME SHOWN L , .
FOR REFERENCE ONLY I 1 1/4" MIN. '�
SHEATHING 7/16" MIN. EMB.
BY OTHERS #8 WOOD EDGE DISTANCE
SC I " 3/1 CON
DETAIL CIF--- 2
WOODFRAMING EDGE DISTANC .
ANCHORING NOTES: BOTTOM CLIP INSTALLATION
DETAIL C
1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" [TW TAPCONS WITH SUFFICIENT IX BUCK CONCRETSMASONRY
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" BOTTOM CLIP INSTALLATION
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE SEESHEET2NOTEI
CLIP'S DIAGONAL HOLES TO INSTALL TAPCONS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8) #8 WOOD SCREW SIGNED:03/03/2015
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. REGENCY PLUS, INC.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS 2000 LOCUST GAP HIGHWAY \��\\\s R•LO y1/���j
WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS MT. CARMEL, PA 17851 �\\�•�\GENS 9U+%
PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION.
TECH 5000 IMPACT MULLION *• 0 81
4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED IMPACT RESISTANT �P, TAT OF or �1
INSTALLATION INSTRUCTIONS. CROSS SECTIONS AND INSTALLATION DETAILS �-
s6'
DRAWN: DWO N0. REV i�id••.�CORIVP^�l
08-01205
R.L. A �i/ %"'•IAG�\�1
scAE NTS 'ATE 02/02/11 SHE'2 OF 3 /�//I�NIAI11�\V\\
t
REVISIDN9
53"MAX. SINGLE UNIT WIDTH 53"MAX. SINGLE UNIT WIDTH Rev oEscRMON DA!F APPROVED
SEE DETAIL AI
A ADOEO EDGE DIMENSIONS ,03J02J75 R.L. f
I
l
1/ 8" MAX. D.C.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
77° (� 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
/� OPENING AND ALL WOOD FRAMING AROUND WINDOW.
MAX. //
UNIT 4} RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL
HEIGHT LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY
WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR.
5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
8} DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY
TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
7) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS,
INC.AND MUST BE MADE OUT OF VINYL FVC.
f1/l� 8) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
9) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG
AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND
MULLION IS ANCHORED AS SHOWN HEREIN.
10) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
SEE DETAIL C MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT.
TECH 5000 IMPACT MULLION
SEE NOTE 10 FOR APPROVED CONFIGURATIONS
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
+70.OPSF LARGE SIGNED:03/03/2015
MISSILE IMPACT
REGENCY s
2000L0 UST pGAPHIGHWAYfir
MT. CARMEL, PA 1'7851 4 w,"�CENSF P"
TABLE OF CONTENTS TECH 5000 IMPACT MULLION *• 0 51 A
LARGE MISSILE IMPACT 4734,E ZOF--, `
SHEET NO. DESCRIPTION ELEVATION AND NOTES TATE OF �ty,`
1 ELEVATION AND GENERAL NOTES DRAWN: 05O NO. RLY i4 i1';�1OR�O''
2 CROSS SECTIONS, B.O.M.AND INSTALLATION DETAILS R.L. Dire 08-01205 A ffj/SlalyA.l���ti�,
3 COMPONENTS NTS 02/02/11 1 OF 3
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED EDGE DIMENSIONS 03/02/15 R.L.
6"
1/2'— 1 1/4
PCSK
rT
4" THRU
03/8"X82' 2 3/4' 4"
2 3/4" 1/2" LU
—
1/8"
3/4' Q MULLION CAP
VINYL PVC.065'THICK
2 O 4"MULLION
L 1 ALUMINUM6063-T6
MULLION CONNECTOR(CLIP)
ALUMINUM 6063-T6
SIGNED:03/03/2015
REGENCY PLUS, INC. \Xplullllllj/,
2000
LCARMEL, PA HIGHWAY ����\.J.'�CENS�9U;%
IV i
TECH 5000 IMPACT MULLION =Xot
IMPACT RESISTANT COMPONENTS moiTAT 4F
oPAwx: owc xo. %�
REV
Rl NTS DATE 02/02/11 08 50" 350F 3 A ��YVSjONAL�E�����
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
Danville,VA 24541 Report NO.: 511787A
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Regency Plus, Inc.
2000 Locust Gap Highway
Mt. Carmel,PA 17851
Product Line: Tech 5000 Impact Mullion
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-01205 Revision A,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.NCTL 110-10616-2 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York,PA
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 10.5psf water penetration.
TAS 203-94 Cyclic Pressure loading±70.Opsf design pressure
3. Report No.:NCTL 110-10616-1 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
AAMA/WDMA/CSA 101/I.S.2/A440-05
Design pressure: ±70.Opsf
Water penetration resistance 10.5psf
4. Report No.:NCTL 110-10616-3 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
ASTM E1886-05 and ASTM E1996-05
ASTM El 886/E1996 Large Missile Impact,Level D,Wind Zone 4
ASTM El 886/El 996 Cyclic Load Test,±70.Opsf design pressure
5. Anchor calculations,report number 511787-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±70.0 psf
f Maximum unit sizes attached to each side of mullion: 53"x77"
f Units attached to mullion must have their own separate approval.
f Units may be mulled indefinitely as long as maximum unit size is not exceeded.
• Mullion may be used vertically or horizontally
• This product is rated to be used in the HVHZ.
This product is impact resistant and does not require impact protection in wind bome debris regions.
Installation: Units must be installed in accordance with approval document, 08-01205 Revision A.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also,
don't have nor will acquire a financial interest in any other entity involved in the approval
process of the listed product(s). \\\�J\S
E IV
*• oMIX
•9t
• f
o : TATE 4F
; \
S� .s 4bCpR1OP
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
03/03/2015