HomeMy WebLinkAboutProduct Approval f S
SUR
1918 Corporate Drive
Boynton Beach,FL 33426
WIN ® OWS Ph.561-922-6747
Fax 561-292-3562
Property Information Building Information
Owner: Leroy or Sandra Macdonald Wind Zone: 160 MPH.
Address: 775 SE Airoso Blvd Exposure Category: C
Port Saint Lucie,FL 34983 Minimum Building Dimension: 35 ft.
Mean Roof Height: 11Jul ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device ][:: Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 74 7 32.1 -35.0
2 Int 36 74 7 32.1 -35.0
3 End 35 37 7 33.5 -44.8
4 End 35 37 7 33.5 -44.8
5 Int 35 24 7 33.5 -36.3
6 Int 36 37 7 33.5 -36.3
7 Int 36---- - --- 37------- 7 - - ------ 33.5 -36.3-----
8 Int 36 37 7 33.5 -36.3
_ 9 Int 73 49 7 31.5 -34.3
L-1
0 Int 73 50 7 31.5 -34.3
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
a '
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 it.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A GLAZING PRODUCT APPROVED PRESSURE RATING DESIGN PRESSURE M ROUGH WINDOW ARE
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/N/NA
1 Int W 718"LamilG FL 11413.2 55 55 32.1 35.0 53X77 36x74 Y N
2 Int W 7/8"LamilG FL 11413.2 55 55 32.1 35.0 53X77 3604 Y N
3 End W 7/8"LamilG FL 11411.2 55 55 33.5 44.8 74X63 35x37 N N
4 End w 7/8"LamilG FL 11411.2 55 55 33.5 44.8 74X63 35x37 N N
5 Int W 7/8"LamilG FL 11413.2 55 55 33.5 36.3 53X77 35x24 N N
6 Int w 7/8"LamilG FL 11410.2 55 55 33.5 36.3 36X68 36x37 N N
7 Int w 7/8"LamilG FL 11413.2 55 55 33.5 36.3 53X77 36x37 N N
8 Int W 7/8"LamilG FL 11413.2 55 55 33.5 36.3 53X77 36x37 N N
9 Int 'W 7/8"LamilG FL 11411.2 55 55 31.5 34.3 74X63 73x49 N N
10 Int W 7'8"LamilG FL 11411.2 55 55 31.5 34.3 74X63 73x50 N N
j S
8/1 2015 Florida Building Cade ONine
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Product Approval Menu>Product or Aoolication Search>Application List>Application octal)
j FL# ®Revision
-' Application Type Code Version Application Status
Comments
Archived
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 1024 Locust Gap Highway
Mount Cartmel,PA 17851
(570)339-3374
tonyp@conservationwindows.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@w indow-pros.info
Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Gariel, PA 17851
(570)339-3374
joek@w indow-pros,info
Category (::Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) StandflL>i Y4 C
AAMA/NWWDA101/I.S.2-97 1997
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 2 Option A
Date Submitted 08/13/2015
Date Validated 08/17/2015
MPlMcxidabtilding.org/prJpf_app dU.aspo(IpararMwGEVXQvADgrejygqZ9AlUEDH3fCgXuEVV4OH3t-125cyTV4047Ad600%3dp,63d
lJz
i 1
8/19/2015 Florida Building Code Online
Summary of Products
{
FL* Model,Number or Name Description
11413.1 Series 2000 Series 2000 Non Impact Double Hung Window
Limits of Use Certification Agency Certificate j
I Approved for use in HVHZ:No FL11413 R4 C CAC N1006136-R6.odf
Approved for use outside HVHZ:Yes ;Quality Assurance Contract Expiration Date ?
f Impact Resistant:No 12/31/2021
Design Pressure: +40/-40 Installation Instructions
i Other- FL11413 R4 I1 08-02705.odf
Verified By: Luis R. Lomas,P.E.62514
i Created by Independent Third Party:Yes
Evaluation Reports
I FL11413 R4 AE 513485.Ddf
I Created by Independent Third Party:Yes
11413.2I Series 5305 Series 5305 Impact Double Hung Window
Limits of Use 'Certification Agency Certificate
Approved for use(n HVHZ Yes FL11413 114 C CAC NIO06382-R4.odf
Approved for use outside H Yes .Quality Assurance Contract Expiration Date
impact Resistant:Yes 11/30/2021
Design Pressure: +55/-55 Installation Instructions
Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11413 R4 IT 08-02706A.odf
&DOOR PROFILES, PLANT 1,VEKA AAMA CERTIFIED(DOM-1). Verif led By: Luis R. Lomas, P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11413 R4 AE 13-0129.27-COMP.odf
FL11413 R4 AE 13012927.odf
FL11413 R4 AE 513486A .Ddf
Created by Independent Thins Party:Yes
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2Do7-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Flo nda law,email addresses are public records.If you do not vent your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487,1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wth an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wash to
supply a personal address,please provide the Department wfth an email address which can be made available to the public.To determine it you are a licensee
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
I OR E9 0
irT
W:gfloridabLilding.org/pr/pr_app M.asps?PararrFwGEVXOwtDq%B.)yggZ9V dEDH31C9XuEWigOH3tJ25c/TvA%(2Ad6QQ%3d%3d 2/2
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main-St Report No.: 613486A
Danville,VA 24541
434-688-0609
rll omas@lrl oniaspe.com
Manufacturer: Regency Plus, Inc.
2000 Locust Gap Highway
Mt. Carmel,PA 17851
Product Line: Series 5305 Tilt Vinyl Double Hung Window—53"x 77"—Impact
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 08-02706 revision A,prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.:NCTL 110-9867-1 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,t55.Opsf design pressure, 8.25psf water penetration.
TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure
3. Anchor calculations,report number 513486-1, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: t55.Opsf
• Maximum unit size: 53"x 77"
• Units must be glazed per ASTM El 300-04,see installation instructions for glass details.
• This producht rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with approval document, 08-02706 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,I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
�;••\,�C E N
*•� t)rf 51 •• '��• TAT 0 F ¢�
w�
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
08/15/2015
RMS30NS
• RCV DESCRIPTION Wi[ APPROVED
A REVISED RATING 08/14/15 R.L.
15. FOR ANCHORING INTO MASONRY/CONCRETE:USE 3/16' TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPEWffG TO BEDESIGNEDAND ANCHOR D PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT,
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM,STRENGTH SPECIFIED BELOW!
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE'1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE A ITECT OR ENGIN R Din
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
_ PROVIDED,
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOA65.
10, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL, EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0811312015
REGENCY PLUS, INC. R!IL101i6ii
2000 LOCUST GAP HIGHWAY ���J\,.•• t19
MT CARMEL, PA 17851 \ "s 'p
TABLE OF CONTENTS SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW Z
SHEET NO. DESCRIPTION 53" X 77" - IMPACT
NOTES �O�E OF
1 NOTES
DRAWN; one NO. qEv ��'P�•'cCOR1aP•G����
2 ELEVATION, ANCHORING AND CLASS DETAILS. N Gr wTE 08-02E706 A ��/7ONA�
3 - 4 INSTALLATION DETAILS NTS 05/27/15 5 1 OF 4
ACVISIONS '
������
ACV D6CRtPTION MI[ APPROVCD
53" MAX. FRAME WIDTF A REVISED RATING 08/14/15 R.L.
6" MAX. 14" MAX O.C. 6" MAX.
6" MAX
12" MAX
VNOTES:
77" 1. MAXIMUM SASH SIZE: 50' X 37"
MAX. 2. MAXIMUM D.L.O.: 46 11/16" X 33 11/16"
FRAME 3. (1) 1/2" X 1/2" TRIANGULAR-SHAPED WEEP HOLE AT EACH END OF
HEIGHT INTERIOR SILL TRACK CENTER VERTICAL LEG.
x4. (1) X 1/4- WEEP HOLE AT EACH END EXTERIOR SILL TRACK
HORIZONTAL SILL FACE.
/ 5. (1) 1 1/2" X 1/4" WEEP HOLE WITH WEEP COVER AT-2. 7/8' FROM
4 EACH ENO EXTERIOR VERTICAL SILL FACE
1/8- ANN 7/8"
INTERIOR
.090" PVB BY SOLUTIA
6" MAX 1/8" ANN 1/8" TEMP .
EXTERIOR STAINLESS STEEL
SYSTEM SPACER
7/16" BITE D
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW
>rTERIOWR SIKA 552 GLAZING
DESIGN PRESSURE RATINBACK BEDDING BEAD
GLAZING DETAIL SETTING BLOCK
t55.OP$FLLTMJSSILE LEVEL 0.W
SIGNED:08/13/2015
2 ODGENCY LOCUST PGAPSHIGHWAY J �5 1RII L�11���ii
HARDWARE SCHEDULE J '�G E N ':
A. (4 COILEDSPRINGBALANCE WITHLOCKINGTILTSHOEATEACHJAMBTRACK MT CARMEL, PA 17651 =�.•V\ SF.,'P
B. 2 METAL CAM-TYPE SWEEP LOCK ATIYFROM EACH END OFINTERIOR MEETING RAIL SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW ;*• N�D/1�`25 *�
C. 2 METALKEEPERINEXTERIORMEETINGRAILATLOCKPOSITIONS 53" X 77"ELEVATION IMPACT �y`�k5 Oa�
X70 ,. TAT F 4i`
D. (2)METAL TILT LATCH AT EACH END OF TOP RAIL AND INTERIOR MEETING RARO,c�.ALORidp G��w
E. 2 DIE-CAST METAL PIVOT BAR AT EACH END OF BOTTOM RAIL DRAWN.
owc No AEI
F. 2 SOLID STEEL PIVOT BAR AT EACH END OF EXTERIOR MEETING RAIL SCALE a'c OS 50206 A ���isS�ONAyIEa\\�\
G. (1)STEEL REINFORCEMENT CHANNEL ATALL SASH MEMBERS NTS 05/27/15 2 OF 4
REWSIONS
1/2' MIN
EDGE 3/4' MIN. REY OESCRIPWNwTc ♦PPROVED
DISTANCE EDGE A I REVISED RAnNG 1 08/14/15 1 R.L.
WOOD FRAMING DISTANCE
OR 2X BUCK {I- -{� 1/4' MAX. INTERIOR
8Y OTHERSMETAL I I r SHIM SPACE
1.1 1/4' MIN. STRUCTURE 1/4" MAX.
EMBEDMENT BY OTHERS SHIM SPACE
APPROVED _T 1/4" MAX. EDGE4DISTANCE �� d
SEALANT alp I SHIM SPACE LLLJJJ
�� 11 APPROVED
SEALANT Q� #10 SMS OR
�] SELF DRILLING d
u HEAD TO BE SET HEAD TO BE SET SCREWS
IN A BED OF 0
APPROVED SEALANT IN A BED OF METAL
J} APPROVED SEALANT STRUCTURE -
U BY OTHERS d
D APPROVED EXTERIOR
i I SEALANT
JAMB INSTALLATION DETAIL
I METAL STRUCTURE INSTALLA77ON
INTERIORI 1 1/4' MIN. 1/4" MAX.
I I EMBEDMENT r SHIM SPACE INTERIOR
I EXTERIOR I INTERIOR
EXTERIORI D I n1n q ff��I
1 I tl O 1/2' MIN.
D I U ED
DISTANCE
I
#10 WOOD o
a SILL TO BE SET SCREW
IN A BED OF n
APPROVED SEALANT SILL TO BE SET o
lJ SILL
BED OF
APPROVED I`� a APPROVED SEALANT O ��
SEALANT Q° 1/4 MAX. I I
SHIM SPACE APPROVED V WOOD FRAMINGOR 2X BUUCKCK
SEALANT �° � APPROVED
1/4" MAX. BY OTHERS SEALANT EXTERIOR
WOOD
FRAMING 2X BUCK 1 1/4' MIN. SHIM SPACE
ORJAMB INSTALLATION DETAIL
BY OTHERS EMBEDMENT METAL WOOD FRAMING OR2XBUCK INSTALLATION
STRUCTURE
BY OTHERS SIGNED:08/13/2015
1/2' MIN. I 3/4" MIN. \111FI11LT
REGENCY PLUS, INC.
EDGE DISTANCE EDGE DISTANCE
2000 LOCUST GAP HIGHWAY
VERTICAL CROSS SECTION VERTICAL CROSS SECTION MT CARMEL, PA 17851 �,•���ENSF,s
WOOD FRAMING OR2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW _* 0 61 ••*=
INS53" X 77"ATI — IMPACT e ;��
NOTES: INSTALLATION DETAILS �¢1• TAT OF
ZL
1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �A`• � r --,�
NOT SHOWN FOR CLARITY. DRA*N owc No OB-02706 REY
A ���/�ss%OR1Q��v\\���
DESIGNED IN ACCORDANCE WITH ASTME2112Z PERIMETER AND JOINT SE4LANT BY �T09E suCc DATE SHCET
NTS 05/27/15 3 OF 4
2 1/2 MIN. acvsroes
EDGE DISTANCE REV -x APPRMO
CONCRETE/MASONRY
BY OTHERSa A REVISED RATING 108/14/15 R,L,
OPTIONAL 1X BUCK • -4. • 1 1/4- MIN
TO BE PROPERLY 4 EMBEDMENT 1 1/4- MIN.
SECURED EMBEDMENT
SEE NOTE 3 SHEET I CONCRETE/MASONRY
APPROVED BY OTHERS
SEALANTL) 1/4" MAX. OPTIONAL IX BUCK • 1/4- MAX.
SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
HEAD TO BE SET SEE NOTE 3 SHEET 1INTERIOR
IN A BED OF 3/16- TAPCON
APPROVED SEALANT
2 1/2"
EXTERIOR I MIN.
LNTERIOR EDGE
DISTANCE
APPROVED
SEALANT EXTERIOR
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCR6TEIMASONRY)AISTALLATION
APPROVED IN A BED OF
SEALANT APPROVED SEALANT
OPTIONAL IX BUCK 1/4' MAX. NOTES.,
TO BE PROPERLY Cj SHIM SPACE 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SECURED NOT SHOWN FOR CLARITY
SEE NOTE 3 SHEET I Z.PERIMETER AND JOINT SEALANT BY OTHERS To BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM Eat tZ
BY OTHERS
1 1/4" MIN. SIGNED:0811312015
EMBEDMENT
4 4 REGENCY PLUS, INC,
Lo
2000 LOCUST GAP HIGHWAY N 4Y
R
20 C
I MT CARMEL, PA 17851
2 1/2 MIN.Mll
SERIES 53
INSTALLATION DETAILS
EDGE DISTANCE SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW
53" X 77" — IMPACT
VERTICAL CROSS SECTION T!Ae
r07 -Q,Z
RLv 0 "z
Au
CONCRETEXII44SONRYINSTALLATION
DRAWN
0.
08-02706
.TE "I(MAL
I 0"G 11,01
cxc
NTS
At, 05/27/15 1 50 X706
4 OF 4
8/19/2015 Florida Building Code Or>line
� - a
it
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Business
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t�RPcutbiApUser
Protluct Aooroval Menu>Product or Aoolicatfon Search>Aoolicabon List>Application Detail
9
FL# FL11411-R4
Application Type Revision F L 11411 . 2—
Code Version 2014
Application Status Validated
Comments
Archived
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 1024 Locust Gap Highway
Mount Carmel, PA 17851
(570)339-3374
tonyp@conservationwindows.com
Authorized Signature Tony Procopio
tonyp@conservationwindows.com
Technical Representative Joe Korzeniecid
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,SO 17851
(570)339-3374
jo ek@w Ind ow-pros.info
Quality Assurance Representative Joe Korzeniecld
Address/Phone/Errtall 2000 Locust Gap Hwy.
Mount Carmel,PA 17851
(570)339-3374
joek@ w indow-pros.info
Category Windows
Subcategory Horizontal Slider
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/NW W DA101/I.S.2-97 1997
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/13/2015
Date Validated 08/17/2015
t J/8oridsWIdng.ag/Pr/Pr app dll.aspXtparant=wGEVXQvADgA)J ggZgVN�E01%2bBMp>�5CWl2MC6WYDD UCcjfwH63d°load 1/2
137 1 912 0 1 5 Florida Building Code Online
Summary of Products
FL# Model,Number or Name Description
11411.1 1 Series 2000 Series 2000 Non Impact Horizontal Slider
Limits of Use Certification Agency Certificate
Approved for use in HVHZ,.No FL11411 R4 C CAC N1096137-R6.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2021
Design Pressure:+40/-40 Installation Instructions
j Other. i FL11411 R4 II 08-02701.odf
i Verified By:Luis R.Lorres,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11411 R4 AE 513481.odf
Created by Independent Third Party:Yes
11411 2 Series 5405 Series 5405 Irrpact Horizontal Slider Window '
l ;
Limits of Use .Certification Agency Certificate
Approved for use In HVHYes FL11411 R4 C CAC (11006383-111odf
Approved for use outsideYes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/30/2021
1 Design Pressure:+55/-55 Installation Instructions
! Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FLI1411 R4 11 08-02702A.00
&DOOR PROFILES,PLANT 1,AAMA CERTIFIED(DOM-1), Verified By:Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11411 R4 AE 13-0129.27-COMP.Ddf
FL11411 R4 AE 1301292Zodf
FL11411 R4 AE 513482A .odf
Created by Independent Third Party:Yes
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487.1824
The Slate of Florida is an AA/EEO employer.Convridht 2007-2013 State of Flonda ::Privacy Statement::Accessibility Statement::R,Sfund Statement
Under Florida law,email addresses are public records.If you do not vent your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,,cwhlact the office by phone or by traditional mad,If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department wth an email address if
they have one.The emacs provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wsh to
supply a personal address,please provide the Department win an email address wfiich can be made available to the public.To determine if you are a licensee
under Chapter 455,F.S.,please dict here-
Product
moProduct Approval Accepts:
ry�v�t+l�sri2t
I-Wilfloridabtilding.Org/P(/Pr_app_cAl.aSP(?pwarrFwGEVXCtMOq�AJAgZ9V*E0I%2bBMp)d'5CWAUMC"VPA2W UCciN&3d%3d 2/2
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main Sr
Danville,VA 24541 Report No.: 513482A
434-688-0609
rl l o m as@ I rl om as p e:c om
Manufacturer-: Regency Plus, Inc.
1024 Locust Gap Highway
Mt. Carmel,PA 17851
Product Line: Series 5405 Vinyl Horizontal Slider—74"x 63"—L.M.I.
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 61G20-3.005 method 1(a).The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02702, Revision A,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:NCTL 110-9869-1 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,t55.Opsf design pressure, 8.25psf water penetration.
TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure
3. Anchor calculations, report number 513482-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: t55.Opsf
• Maximum panel size: 35 7/16"x 60"
• Approved configurations:OX,XO
• Units must be glazed per ASTM E 1300-04,see installation instructions for glass details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
installation: Units must be installed in accordance with approval document,08-02702, Revision A.
Certfficatfon 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,I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
��111111!/�
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051 =
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1 of 1 Luis R.Lomas,P.E.
FL No.:62514
08/14/2015
RMS*NS
REV OCSCRIPMN w7C I APPRalro
A REVISED RATING 08/13/15 R.L.
J�lOI 16. FOR ANCHORING INTO.METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
111, THEPRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2 WOOD FRAMIN'L�Ti t BERING TO BE D- AND ANCHORED TO PROPERLY 17, ALL FASTENERS TO BE CORROSION RESISTANT.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. APPROVED CONFIGURATIONS: OX, XO
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE,ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE 15 THE RESPONSISILTIY OF
THE ARCHITECT OR OF
7. END BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME 5'UPPORT IS
PROVIDED �
B. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11, FRAME MATERIAL:.EXTRUDED RIGID PVC.
12. UN17S MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
. BORNE DEBRIS REGIONS.
14. FOR ANCHORING TINTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:08/13/2015
REGENCY PLUS, INC. �� 11�0
2000MT CARMEL,GPA 17851
AP WAY �vJ`v\CN3F9iP��
TABLE OF CONTENTS SERIES 5405 VINYL HORIZONTAL SLIDER *• 0 5 w
74" X 63" - LMA -pat
SHEET N0. DESCRIPTION NOTES �g7_, TAT OF
1 NOTES _ owWN: oWc No. Rcv ii� [pR10P..G�?�
2 ELEVATION — --- c. w7[ 08-02702 A
3 - 4 INSTALLATION DETAILS NTS 06/01/15 1 OF 4
RMLORS
74" MAX FRAME WIDTH REV DESCRWTIDR DATE APPROVED
12" MAX A REVISED RATING OB/13/15 R.L.
6- MAX O.0 6" MAX
FMAX
63- X
MAX
FRAME
HEIGHT =>
1/B" ANN 7/8"
0.090" SG BY DUPONT
i/8- ANN 1/8' TEMP INTERIOR
EXTERIOR48ITE ..
DESICCANT
STEEL SPACER
SERIES 5405 VINYL HORIZONTAL SLIDING SYSTEM
7/16(7M
IMPACT RATING GLAZING
LARGE AND SMALL SIKA 55BEAD
MISSILE IMPACT BACK BEDDING GLAZING DETAIL
NE 4 a HVHZ
NOTES:
1. MAXIMUM PANEL SIZE: 35 7/16' X 60"
2. MAXIMUM D.L.O.: 33" X 57 1/2"
3. (1) 1/2- X 1/2" TRIANGULAR-SHAPED WEEP HOLE AT EACH END OF INTERIOR SILL TRACK.
4. (1) 1/2" X 3/8" WEEP HOLE AT MIDSPAN OF INTERIOR SILL TRACK. SIGNED:08/13/2015
5. (1) 5/8" X 3/8- WEEP HOLE AT FIXED MEETING RAIL END OF EXTERIOR SILL TRACK. \` ILI1111/// /
5. (1) 3/4" 3/8- WEEP NOTCH AT EACH END OF INTERIOR SILL TRACK COVER, REGENCY PLUS, INC, 1� R //
7. (1) 1 1/2" X 1/4' WEEP HOLE WITH PLASTIC WEEP COVER AT 2 7/8- FROM EACH END OF 2000 LOCUST GAP HIGHWAY .LD,�����
EXTERIOR VERTICAL SILL FACE. MT CARMEL, PA 17851
1
( ) /4X 9/ �,.•4�GENSa�.S
B. 1 " 16' WEEP NOTCH AT MIDSPAN OF INTERIOR SILL TRACK COVER.
SERIES 5405 VINYL HORIZONTAL SLIDER F51
HARDWARE SCHEDULE 74"ELEVATION LMI ��oO�' TATE OF T.,
A. 1 METALCAM-TYPESWEEPLOCK13"FROMEACHEND'OFACTIVEMEETINGSTILEDRAW
B. 1 METALKEEPERATFIXED MEETING STILE N.G. wv0 08-02702
C. 1 METALTILTLATCHATTOPOFBOTHACTIVEPANELSTILES 5C.0 DATE sRcn ////I11111111��\
D. (1JSTEELREINFORCEMEN7CHANNELATFIXEDMEETING571LEANDALLPANELMEMBERHOLLOW NTS O6/Oi/15 2 OF 4
1/2" MIN. REVISIONS
EDGE DISTANCE MIN, REV I)CSCRIPnON wre ARYROVEO
"
WOOD.FRAMING EMBEDMENT METAL 3/4MIN A REVISED RATING OB/1J/IS R.L.
'.OR 2X BUCK STRUCTURE EDGE DISTANCE
BY OTHERS BY OTHERS 1/4" MAX.
r SHIM SPACE
I I INTERIOR
1/4.. /
T_
APPROVED (� MAX APPROVED J q � 3/4" MIN
SEALANT Q° i f SHIM SEALANT Q0 1/4' MAX. J EDGE DISTANCE U ��
LI SPACE HIM SPACE
x+10 WOOD � q
SCREW N IUI #10 SMS OR
D D SELF DRILLING #10 SMS OR
SCREW SELF DRILLING
SCREWS
METAL O�
I STRUCTURE
BY OTHERS
APPROVED EXTERIOR
I SEALANT
I I JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
I INTERIOR EXTERIOR INTERIOR
1 1/4" MIN, 1/4" MAX.
EXTERIOR I I EMBEDMENT SHIM SPACE
II
I I ,L_ INTERIOR
1/2" MIN.
EDGE DISTANCE
a
n (� S10 SMS OR
U #10 WOOD ILJI � SELF DRILLING �lJ
_ SCREW SCREW
APPROVED APPROVED N10 WOOD ° °
SEALANT Q 1/4' MAX. QD SCREW
° O
SEALANT �
SHIM SPACE 1/4" MAX.
SHIM SPACE
APPROVED EXTERIOR
WOOD-FRAMING 1 3/B• MIN. METAL —� WOOD FRAMING SEALANT
OR 2X BUCK EMBEDMENT STRUCTURE OR 2X BUCK
BY OTHERS BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/2" MIN 3/4- MIN
EDGE DISTANCE VERTICAL CROSS SECTION EDGE DISTANCE SIGNED:08/1312015
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REGENCY PLUS, INC. �\\\%%II/fill)
WOOD FRAMING OR2XBUCK INSTALLAAON 2000 LOCUST GAP HIGHWAY ��J\5 RL.Dsiq�i��
MT CARMEL, PA 17851 �••��C+E NSF
SERIES 5405 VINYL HORIZONTAL SLIDER =*• Dy,.'6�2 5/1�
NOTES: 74" X 63' - LMIf. ^y yk2(,C �.00r�y
INTERIOR140WIV FOR CLARITY.AND EXTERIOR FINISHES,By OTHERS,
NOT SHOWN INSTALLATION DETAILS ��3 $TAT EE OF
N
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN DWG NO, Rf+
DESIGNED INACCORDAIJCEWITH ASTM E2ff2 N.G. wTE 08-02702 A
NTS 06/01/15 3 OF 4.
RMSIONS
REV DESCRIPTION DAIS APPROVED
A REVISED RATING 08/13/15 R.L.
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
REOUIREMENTS_Qr THE FLORIDA RUIIDING CODE INCLUDING THE HVHZ, 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED ED TO PROPERLY INSTALLATION DETAILS
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 12 SMS OR SELF
3. IX'BUCKOVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL- LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17, ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D METAL STRUCTURE, STEEL 18GA. 33KSI OR ALUMINUM 6063-TS 1/8• THICK MINIMUM
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
_TILE ARCHITECT OR ENGINEER OF RECORD.
'7. BUCKS OND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8 SHIM AS REOUIRED AT EACH ANCHOR N WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:08/13/2015
REGENCY PLUS, INC.
2000 LOCUST
CARMEL, PA tI7 5WAY �rJ\v\GENS-y
TABLE OF CONTENTS SERIES 5205 VINYL CASEMENT WINDOW =*• 0,.8251,1
SHEET NO. DESCRIPTION 36~ NOTES LMI TAT�.mptta�
1 NOTES DRAWN. owc No. acv ��'CE` F-ORID�O�:�p•CZ'�
2 ELEVATION NG. wn 08-502E700 A ��ijss/ONAl11EaG��`
3 - 4 INSTALLATION DETAILS NTS 05/11/15 1 OF 4
36" MAX FRAME WIDTH RMS1ous
Rev DESCFviON wrc .avaoveo
7'
O.C. A REVISED RATING 08/13/15 R.L.
4" MAX
Q' MAX�—
C10" /
MAX O.C. /
/ 68"
MAX
FRAME
/
HEIGHT 7/8"
/ 1/B' ANN.
.090" PVB 8Y DUPONT
1/8" ANN. 1/8- TEMP
EXTERIOR DESICCANT STEEL
&--
SPACER
$Y$TEM
BITE
NTERIOR
4' MAX
SERIES 5205 VINYL CASEMENT WINDOW
EXTERIOR VIEW GLAZING DETAIL
DESIGN PRESSURE RATING IMPACT RATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4.5 HVHZ
NOTES:
1. MAXIMUM SASH SIZE: 34 5/16 X 66 3/16
2. MAXIMUM D.L.O.: 29 1/8 X 61 1/8
SIGNED.08/1.3/1015
REGENCY PLUS, INC. ����iilurrc��
2000 LOCUST GAP HIGHWAY
�J\�' R L��7�ii
MT. CARMEL, PA 17851 -�,b��'ENSa�•"S�i
HARDWARESCHEDULE SERIES 5205 VINYL CASEMENT WINDOW =*• D„8126 =
A. 1 SINGLE HANDLE 3-POINT LOCK 51/2"FROM SILL ON LOCK JAMB 36" X 68" LMI o �y
ELEVATION ��., TAT OF
B. (l)METAL KEEPER LOCK STILEATLOCKLOCATIONS
C. 1)STANDAR ROTO OPERATOR 93/8"FROM HINGE JAMB ON SILL PRAWN: owG Na REV ��'cF':�ZOR10P•VCZ'`�
D. 6 METALSNU88ERONHINGE STILE sNc�[' wTE 0 8-502 7 0 0 A ////S
E. Il)GALVANIZEDSTEELCHANNEL REINFORCEMENT AT LARGEST VENT HOLLOW NTS .05/11/15 2 OF.4
9/16" MIN. REVIS*NS
I EDGE DISTANCE Rev DCSCRIPTON DATE 1 1-0.E0
WOOD FRAMING I METAL 7/8' MIN A REVISED RATING08/13/I5 R.L.
OR 2X BUCK STRUCTURE EDGE DISTANCE
BY OTHERS 1 3/8' MIN, BY OTHERS
EMBEDMENT 1/4" MAX.
' SHIM SPACE
APPROVEDAPPROVED (L�. � 7/8" MIS N
SEALANT 1/a' MAX• SEALANT U 1/4" MAX EDGE DISTANCE
SHIM SPACE SHIM SPACE INTERIOR
0 � #12 sMs OR 00
D N 12 WOOD D- #12 SMS OR SELF GRILLING D
SCREW SELF DRILLING SCREWS
SCREW
I I EXTERIOR
I METAL
I INTERIOR I INTERIOR STRUCTURE APPROVED
I BY OTHERS SEALANT
I I
-
JAMB YNSTALLA-TION DETAIL
EXTERIOR i' EXTERIOR i METAL STRUCTURE NsrAiIAnON
I I
I 1/4MAX.
I I 1 3/8 MIN.
SHIM SPACE
I I EMBEDMENT
I I L-
I Nlz wooD I plz SMS OR _
D SCREW D SELF DRILLING 9/16' MIN.
SCREW INTERIOR
EDGE DISTANCE
0 0
J12 WOOD 000 0
T-1
APPROVED I� APPROVED Ip SCREW
SEALANT V 1/4" MAX. SEALANT v D
SHIM SPACE,
SHIM SPACE WOOD FRAMING
WOOD FRAMING I METAL --TO BY OTHERS 2X BUCK EXTERIOR
OR 2X BUCK 1 3/6" MIN. STRUCTURE APPROVED
BY OTHERS EMBEDMENT BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
7/8' MIN WOOD FRAMNG'OR2XBUCK INSTALLATION
9/16' MIN EDGE DISTANCE SIGNED:08/13/2015
EDGE DISTANCE VERTICAL CROSS SECTION
WOOD RRAMCNGORAL CROSS
2XCLICKINSTASECTION
LLAT70N METAL STRUCTURE INSTALLATION 2000 GE CUSTNCY PLUS,
HIGHWAY ����J�6,R IILr04f
MT. CARMEL, PA 17851 v,•�\CENSE.0
SERIES 5205 VINYL CASEMENT WINDOW *• o,.BrZ5
NOTES. 36" X 68" LMI
1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS ��, TAT OF
NOT SHOWN FOR CLARITY. i
PESEGNEDWACCORDANCEWITHASTME2112.PRIMETER AND JOINT SEALANT SY OTHE�TOBE DRAWN.G DWG 08-02700 A ���/ S'S ORM
v" NTS DATE 05/11/15 ISNEr3 OF 4
8/19/2015 Florida B61cling Code Online
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BCIS,Home Log In User Regist2tion !O Hot Topics Submit Surcharge Sta is a Facts Publications FBC Stall BCIS Site Map Links Search
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It USERe Public User
Product Approval Menu>product or Application Search>Application List>Application Detail
4
f ;r FL# L1110-R3Application TypeLF4
nCode Version � '��O2Application Status d
Comments
Archived
Product Manufacturer =3397-3374
Incorporated
Address/Phone/Entail ap Highway
PA 17851
4at ionwindows.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@w indow-pros.info
Quality Assurance Representative Joe Korzeniecki
Address/Phone/Errail 2000 Locust Gap Hwy.
Mount Carmel, PA 17851
(570)339-3374
joek@window-pros.info
Category (::Windows
Subcategory Casement
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/NWWDA301/I.S.2-97 1997
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/13/2015
Date Validated 08/17/2015
Ittp//foridabLilcirg-Org/Pr/Pr_a"l.aspPpavan't=wGE\/)(C)WDgAJ,AgZgMEE7n3AEJUgISssQml8tZdFWvZWDfexl-, P/p3d%3d 1/2
8119/2015 Florida&Bldng Code Odin
Summary of Products
FL# Model,Number or Name Description
11410.1 Series 2000 Casement Series 2000 Casement Window- Non Impact
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL11410 R3 C CAC N]006321-R5 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2021
Design Pressure: +45/-45 Installation Instructions
Other: FL11410 R3 11 08-02699.Ddf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11410 R3 AE 513479:Ddf
Created by Independent Third Party:Yes
111410,2 Series 5205 Casement r — Series 5205 Vinyl Impact Casement Window
Liml of Use Certification Agency Certificate
Approved for use in HVH Yes FL11410 R3 C CAC NI006316A-R3 odf
Approved for use outside H Z.Yes 'Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2021
Design Pressure: +55/-55 Installation Instructions
Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11410 R3 11 08-02700A.Ddf
&DOOR PROFILES,PLANT 1,VEKA AAMA CERTIFIED(DOM-1). Verified By: Luis R Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11410 R3 AE 13-0129.27-COMP odf
FL11410 R3 AE 13012927.Ddf
FL11410 R3 AE 513480A .Ddf
Created by Independent Third Party:Yes
0 0
Contact Us::1940 North Monroe Street.Tallahassee Ft 32399 Phone:850.487-1824
The State of Florida is an AA/EEO employer.C-opyrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not Kant youre-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Kath an email address if
they have one.The emails provided may be used for official communication swth the licensee.Hovever email addresses are public record.If you do not vash to
supply a personal address,please provide the Department With an email address Mich 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:
v�
urilv-
httP:I/floridabLilcgng.org/pr/pr_app_.Ol.aspVpararrr%&GEVXC vMDqtiBJAgZ9VWEE7n3AEJU91SssOml8lZdFVUvZDrex)7vP/o3d%3d 212
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513480A
434-688-0609
rilomas@lrlo.maspe.com
Manufacturer: Regency Plus, Inc.
2000 Locust Gap Highway
Mt. Carmel,PA 17851
Product Line: Series 5205 Vinyl Casement Window 36"X 68"-LMI
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 08-02700, Revision A,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:NCTL 110-9697-1 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,±55.Opsf design pressure, 12.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure
3. Anchor calculations, report number 513480-1, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: t55.Opsf
• Maximum unit size: 36"x 68"
• Units must be glazed per ASTM El 300-04,see installation instructions for glass details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with approval document, 08-02700, 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, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
``\\�S��RI i rL���1//
���v\•�G E
*• 0451
TAT FF • cc�
'��'��c+cS':c�0 RIOP• �'����
ONA 1t��C'\\\
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
08/14/2015
RICAS)ONS
REV DESCRIPTION DATE APPROVED
A REVISED RATING 08/13/15 R.L.
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
=ll*ERT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
TS OF THE FLORIDA Ta DE I NG COOS INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGN D TO PROPERLY 1/2 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE INSTALLATION DETAILS
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER.OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
a, WHERE SHIM OR BUCK-THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT,
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLAnON INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS 15 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 '(OR GREATER).
5. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D METAL STRUCTURE: STEEL 18CA. 33KSI OR ALUMINUM 6063-T5 I/B' THICK MINIMUM
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
HE ARCHITECT OR ENGINEER OF RECOR
7. BUCKS OND WINDOW INTERIOR FACE 50 THAT FULL FRAME SUPPORT IS
PROVIDED.
8 SHIM AS REOUIRED AT EACH—ANCHOR-LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS..
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:08/1312015
REGENCY PLUS, INC.
2000 LOCUST GAP HIGHWAY
MT. CARMEL, PA 17851 `"••�.�GENs� 0
TABLE OF CONTENTS SERIES 5205 VINYL CASEMENT WINDOW _*• 0,.6251 #
SHEET N0. DESCRIPTION 36" X 68" ILMI ¢
NOTES JPO, TAT OF kip
2 ELEVATION N.TES
G. arc 08-02700 A ��O/�`rs CORID aG� �
suaE arc 5NEET /1//��NA 11�`���
3 - 4 INSTALLATION DETAILS NTS 05/11/15 1 OF 4
Ar
36" MAX FRAME WIDTH RMSIDRS
7
REV ocscR�moN w1>: .vraavco
MAX O.C. A REVISED RATING 08/13/15 R.L.
4"
4" MAX
4" MAX
10' /MAX O.C. /
/ 68"
MAX
FRAME
/ HEIGHT 7/8-
/
.090" PVB BY DUPONT
1/8" ANN. — 1/8" TEMP
EXTERIOR DESICCANT STEEL
SPACER
SYSTEM
�1-- 11/16- BITE INTERIOR
4" MAX
SERIES 5205 VINYL CASEMENT WINDOW
EXTERIOR VIEW GLAZING DETAIL
CDESIGN PRESSURE R4T7NG IMPACT RATING
t55.0PSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4.6 HVHZ
NOTES:
1. MAXIMUM SASH SIZE: 34 5/16 X 66 3/15
2. MAXIMUM D.L.O.: 29 1/8 X 61 1/8
SIGNEQ.-08/13/201.5
REGENCY PLUS,. INC, ���1c►n1rrl�r�
2000 LOCUST GAP HIGHWAY `��\J\5 P' LO ;�i�
MT. CARMEL, PA 17851 �•��GEHS�"ar
HARDWARESCHEDULE SERIES 5205 VINYL CASEMENT WINDOW *• 0 5
A. 1 SINGLE HANDLE 3-POINT LOCK.51/2"FROM SILL ONLOCKJAMS 36" X 68" LLII
B. (1)METAL KEEPER LOCK STILE AT LOCK LOCATIONS ELEVATION ��O'•' STAT OF w`
C. 1 STANDAR ROTO OPERATOR 93/8"FROM HINGEJAMSONSILIa•rn: owc Na atv �j'cF•;°,OR10t•\���
D. 6 METAL SNUBBER ON HINGE STILE k G.
08-02 00 A
E. (1(GALVANIZEDSTEEL CHANNELRElNFORCEMENTATLARGEST VENTHOLLOW NTS w1c 05/11/15 S .2 OF 4
9/16" MIN. REV5pN5
EDGE DISTANCE REV DESCRIPnoN an "—O'cc
WOOD FRAMING METAL //8" MIN A REVISED RATINGOB/1}/IS R.L.
OR 2X BUCK STRUCTURE EDGE DISTANCE
BY OTHERS 1 3/8" MIN. BY OTHERS
EMBEDMENT 1/4" MAX.
III SHIM SPACE
APPROVEDJ MAX• APPROVED J 7/5" MIN
SEALANT SEALANT
RUM 1/4" 1/4" MAX EDGE DISTANCE NTERIOR
SHIM SPACE SHIM SPACE
° D 0 D OAPPROVED n #12 SMS OR N12 WOOD - #12 SMS OR SELF DRILLINGDSCREW SELF DRILLING SCREWS
SCREW
TERIOR
METAL
I INTERIOR INTERIOR STRUC URE
I BY OTHERS SEALANT
I
EXTERIOR i' EXTERIOR JMETAL STRUCTURE
TION DETAIL
METAL STRUCTURE INSTALLATION
I I
I I
1/4- MAX.
I I
I I 1 3/8' MIN. SHIM SPACE
I 1 EMBEDMENT
I
J4�
#12 WOOD #12 SMS OR I _
SCREW SELF DRILLING g/16MIN.scREw INTERIOR
EDGE DISTANCE0 0
APPROVED I� APPROVED SCRREEWo�SEALANT V 1/4' MAX. SEALANT D
SHIM SPACE 1/4" MAX,
SHIM SPACE WOOD FRAMING
-1 1T OR 2X BUCK EXTERIOR
WOOD FRAMINGI METAL BY OTHERS
OR 2X BUCK 1 3/B" MIN. STRUCTURE APPROVED
BY OTHERS EMBEDMENT BY OTHERS SEALANT
I I 7/8" MIN JAMB INSTALLATION DETAIL
F-� EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION
9/16' MIN iSIGNED:08/13/2015
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REGENCY PLUS, INC. ,���\1R AIL I/�� �i
WOOD FRAMING OR 2X BUCK INSTAL AT70N 2000 LOCUST GAP HIGHWAY ���J�`:.•••.4fy/��
MT. CARMEL, PA 17851 `r••��GENy'
SERIES 5205 VINYL CASEMENT WINDOW 5. =
NOTES: 36" X 68"
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS �pR $TAIAT 0 OF iM
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BYOTHERS TO 8E DwVwVMN. DING NO.
REV
OESIGNEOWACCORDANCE WITH ASTME2112 N.C. a 08 502E700 A /,�S�pNA11Ea���\
NTS 05/11'/15 3 ,OF 4
RtlT5gR5
2 1/2" MIN.
EDGE DISTANCE ACV DCSCRt"ON o.re APPROVED
A REVISED RATING 08/13/15 R.L.
CONCRETE/MASONRY
BY OTHERS ° +
• °• ° 1 1/4" MIN.
OPTIONAL 1X BUCK ' ' ° ° EMBEDMENT
1 1/4" M.N.
TO BE PROPERLY EMBEDMENT
SECURED I T
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY r•
BY OTHERS
APPROVED 1/4" MAX. OPTIONAL 1X BVCK ••c 1/4" MAX.
SEALANT SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
SEE NOTE 3 SHEET
�❑ 1/4" TAPCON INTERIOR
• �
1/4--
TAPCON --
D v • 0
I
I
t INTERIOR
EXTERIOR I 2 1/2" o0
MIN.
1 EDGE D
DISTANCE °
EXTERIOR
I
I '
I APPROVED
I SEALANT
1 1/4" TAPCON
JAMB INSTALLATION DETAIL
QD CONCRET&WASONRY INSTALLATION
APPROVED
SEALANT
�j 1/4" MAX. NOTES'
OPTIONAL 1X BUCK SHIM SPACE I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
TO BE PROPERLY NOT SHOWN FOR CLARITY.
SECURED 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY --� SIGNED:06/13/201$
BY OTHERS • ° n 1 1/4" MIN.
ENCY
a. ° • , . + _ . ° EMBEDMENT 2000GL0 USTPGAO HIGHWAY IIL0:�9//��
a MT, CARMEL, PA 17851 =�••v�GEfVSE`"J1
SERIES 5205 VINYL CASEMENT WINDOW =*• 0 5
2 1/2" MIN. 36" X 68" LMI
EDGE DISTANCE INSTALLATION DETAILS SAT OF
VERTICAL CROSS SECTION a7s•'.,,� *
CONCRETE/MASONR Y INSTALLATION DRAWN. �' Rte' //lh••�GR10
N.c. 08-02700
A
�E NTS °A1E 05/11/15 SNE❑4 OF 4,
M1AM1•DADE '
........................... ... .......................................................................... ........................lYIIAILI—DADR COUNTY,rLDRIDA..................
e l PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONO,I•IIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND gODE ADAHN1STRATION DIVISION T(-786)315-2590 F(786)315-2599
NOTICE'OF ACCEPTANCE NOA �nv�v.mimnidzde.Qov/econoii�y
Lawson Industries,Inc.
8501 NW 90 Street
1Yledley,FL 33166
COPE:
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 snspend file 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.
ESCRIPTION: Clipped Extruded Aluminum Tube Mullion Wand-sv/o Steel Rciuforcern M.I.—L.
APPROVAL DOCUIVIENT: Drawing No.LAW—ML -1001, titled"Aluminum Tube Mullions" Sheets 01
through 10 of.10, dated 04/27/10 with revision *'B" dated 08/01/14,,prepared by manufacturer, signed and
sealed by Thomas J.Sotos,P.E., bearing the Miatni—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control
Section.
IVJEISSII,E IIVIPACT RATING:Large and Small Miss%Ie Impact Resrstaut
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.
Rtl NEWAL 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.
TEPWI NATION 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 maybe 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. 12-0127.07 and consists of this page I and evidence pages E-1,132 and_E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
=Noyciuber
08.08
MIAMI•DM COUNTY / 15Cy
Cr 2017
t"_ CApproynl 2019age 1
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT p
AND CAN BE USED WITH ALL LAWSON'S MIAMI-RADE
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
ANCHOR/CLIP ANCHOR/CLIP I
GLAZING HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS_N T
.
PRODUCT USING MULLION PROPERTIES ON ;;
ANCHOR/CLIP HORIZONTAL MULLION
T o re
+
P GENERAL NOTES:
BEEN DESIGNED 70 COMPLY
WITH THE
1, THIS PRODUCT PL WITH THE
REQUIREMENTS OF THE FLORIDA OUR-DING CODE R C UJI la
CLU,
NO
2011,11=EMD.TIlMy% .
+ HIGH VELOCITY HURRICANE ZONE (HVHZ).
—2.ALL GLAZING PRODUCTS USED TH THESE MU ONS MUST MEET THE
VERTICAL VERTICAL APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS I.E."NO LOAD,WATER Is A EE
MULLION MULLION
INFILTRATION,FORCED ENTRY RESISTANCE, SAFEGUARDS ETC,
3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, :4
X INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 'A
GLAZING GLAZING 4,WOOD BUCKS.BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER
GLAZING GLAZING G! is PRODUCT LOADS TO THE STRUCTURE.PRODUCT PRODUCT PRODUCT
3:
5.ANCHORS SHALL HE AS USIED, SPACED AS SHOWN ON DErAlLs,AncifoRs
9 EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHOR/CLI p-j 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART Of THIS APPROVAL
7.A LOAD OURATIOR INCRFASE IN ALLOWABLE STRESS IS USED III DESIGN OF
WOOD ANCHORS ONLY.
a. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
Wt W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE-SECTION 200.8A.
MULLION SPAN
Wl + W2 + W3
WID:TI-I 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR P REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
6 F . -HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 6
4 OF 10 FOR DETAILS AND NOTES, URE CHARTS
RTS
I! c
UCT 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL
6, 7, 8, 9 OF 10 FOR DETAILS AND NOTES.
I REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESS
\PROD &
MULLION + of REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
z
cl
GLAZING GLAZING 'd
PRODUCT PRODUCT =(n GLAZING GLAZING it
PRODUCT PRODUCT oz
q VERTICAL
MULLION
ANCHOR/CLIP�
ANCHOR/CLIP
WI W2
W Ul --to
MULUON SPAN 4
pILODUCT ROVISUD
wipplyinu ty C)a
1-PYWV2 14''
WIDTH (W: WIDTH (W)
2
z
AL MULLION ABRANGEMENT I Vi 6 1 ra 4100UI01 ve
tn
A62
I am 107m DO
L560 I
.1as
440D 32
.115
_T
4409 —1
3JFDG 3.490 Fits
TYPIC& 2.062 z000
WIDON FRWE
6063-T6 LIQ .1130 LOGO .070
1.1811 -1,06;
NOTCH 6400
ofmoRAL I x 4 1 x 3 1 x 3 1 X 2 1 X 2 0
TD� TSR CUSTOM MULLION CUSTOM MULLION CUSTOM MULL[()
ti LLTDN 5063-TG 6063-TG 6w3-r6 6063-To 6063-T6 E�
lxx, 2.070 Inl. I= 1.000 In! Ixr. 0.950 In! Im 0.370 Int Ixx: 0.330 Int In
Sxx: 1.035 Ini Sm: 0.667 fri Sxx: 0.633 0 Sxx: 0.370 Ir? Sxq: 0,330
In
In
(fLANGE FRAME) (FIN FRAME} (FLAXE FRAME) '(FIN FRAVE)I,nnj,rrOmAg& tj
IG FRAMLI of
STANDARD TUOULAn SKAJIM W-l"PlYk%V1111 00 IqCrW4 L4
Ellnldlta cn,a 0
M.WALL-.125*ALL A �,__Ioa C4
ALLOY. 6043-76 .;Cqllmlcot!o
asp �4 Jas 10
TYPICAL
GLAZING PRODUCT
-324 rm-ruTc—Rit"
Lm
F 2.250 -Imc-
2.000 125 LLJ A
CQUO z
7
"'D
I .125 2.000
Ix MULLION CLIP 3,0004 4,01701
L
MULLIONS CONTAINING Luo STD, TUBE mullio STD, I AUt I io
TYPICAL -GLAZING PRODUCTS
OP NAL HORIZONTAL OR VERTICAL L Ixx: 2,070 In. Jxx: 0.950 int. Jxx: 0,330 in.
N STD TUBE iAULLibN Sxx*, 1.035 In Sxx. 0.633 ink Sxx: 0.330
SEE WINDOW OR DOOR APPROVAL FOR STO, TUBE MULLIO
6083-To 0063-T6 5
FASIE14ERS 512E6 MID SPACING
lxx: 8.280 in+ lxx: 2.980 In;
Sxx: 2.760 in� Sxx: I.-ISO
CLIP LENGTH
USING
RECTANGULAR LUMINUM TUBE MULLION
MULL "L" MU111014 PROPERTIES ONLY
USE rHAMS ANO GRAPHS AS FOLLOWS. IMPACT ?i THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPAc
I X 2 1.688'
F7_Ll,
�Fm. 17�
AND CAN BE USED WITH ALL LAVISON'S MIAMI-OADE
5TEP I DEVEMINE DESIGN LOAD REQUIRED FOR PARRCULM OPENING.
I x a 2,686' THESE
APPROVED IMPACT A140 N014-IMPACT PRODUCTS.1
5IEE-2 ME APPROVED GLAZING PRODUCTS UMMO A204 LOAD
NOTCH I x 4 3,688' FICOUMEWENTS.
V-0. i . .
OPRONAL 2 X 4 3.688' MP USE CONNECTION M UULU014 AS PER PRODUCT
i0m.
APPRGVJA_
las WIN. 2 X 6 5.688' STEP 1 SPECIFY wwum sHmi spAcma. 1. REFER TO THE GENERAL NOTES ON SHEET ted" 1
—
2-000 USING CHARTS Oft SHEET 3 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. oM _j
1, ALL CUPS AND ANGLES ARE To 'IT 5_TE2__5 WTINI DESIGN R&TU(O WORE THIN DESIWI LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
IN STEP I ADM,
SNUG INTO TUBE MULLIONS.
HORIZONTALLY.
2. WHERE ANGLES ARE NOT FIT SNUG
ILF I STEP USING ANCHOR TYPES ON SHEET 8 THRU 9 AND ANCHOR CHARM 3. REFER
---r
'12 TO SHEET I OF 10 FOR'TYPICAL MULLION
INTO TUBE MULLIONS, SEE OPTIONAL P ON SIKET 9,SELECT ANCHOR TYPE VGUI DESIGN PATIHO
UOAE TfWl THE DESIGN U=S SPECIFIED IN STEP I ADM.
ANCHOR DETAIL AT SHEET 9 OF 10. ARRANGFMENTS OR STACK CONFIGURATIONS.
L
Li
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS
Width w MULLSPAN 1X2 iX3 ' 1X4 2X4 2X6 Width w MULL SPAN 7X2 1X3 1X4 2X4 2X6 Width W MULL'SPAN 7X2 'I X3 1X4 2X4 2X6 y z
18 150.0 150.0 150.0 150,0 754,0 _8 2$.3 01.5 150.0 1500 150.0 i$ - 19,3 42.1 60.5 __i50.tl o
24 160.0 150.0 150.0 150.0 150.0 2A 21.2 61.1 .133.2 8 150.0 24 31-5 45.4 126,2 4
36 102.5 150,0 150.0 iS0.0 150.0 3Q 17.0 46.9 i0S.5 157
760.0 150.0 36 40.7 8 1 D.0 160.0 30 25.2 36.3 400.6 :.m G1
_ 150.0
3Q 123.0 150.0 150.0
7,B 150.0 36 21.0 30.3 84.1 n
42 87.9 150.0 150.0 15D.0 160.0 42 34,9 76.1 109.5 150.0 42 18.0 25.0 72.1 rn 0 V.* F o
4$ 38.318" 78.9 150.0 150.0 150.0 150.0 40 74.114" 30.8 56.11 95.II i50.Q 48 120" - 15,8 22.7 63.1 m o f
54 68.3 137.6 160.0 150.0 150,0 64 27.2 60.2 85.2 150.0 54 20.2 66.1
54 51.5 123.9 150.0 160.0 150.0 60 24.4 63.3 76.7 144.2 60 - 18.2 50.5 N i
66 65.9 112.6 150.0 150.0 150.0 66 22.2 A0.4 69.7 131.1 66 18.5 45.9 ? 4 z
72 51.3 103.2 150.0 150.0 150.0 72 20.A {1.A 83.9 120.2 72 - - 15.1 42.1 O
70 47.3 95.3 15010 150.0 150,0 70 1$.8 41.0 59A 110.9 78 38.6 ��
10 89.3 15D.0 150.0 15(10 750.0 1$ 50.3 122.0 160.0 1540 ( i0 31.6 45.5 126.4
1A 67.0 150,0 150,0 150.0 150.0 24 42.2 92.0 132.4 150,D 24 23.7 34.1 94.8 K
310 53.8 142,3 750.0 150.0 1508 30 33,8 73.6 105,9 150.6 30 19.0 27.3 7610 p�pqq
36 4:.8 118.6 150.0 150.0 15Q.0 36 28.1 Bi.3 __88.3____550.0 35 15.8 22-7 63.2 H
12
42 38.3 101.7 160.0 150.0. 150.0 42 24,7 52.8 75.7 150.0 4254.2
42 6D5f8" 33.5 8910 1454 150.0 150.0 46 $i" 21.1 46.0 68.2 140.8 40 732 17.1 47.4 Da
54 29.8 79.1 129.2 150,0 150.0 54 18.8 40.9' 58.8 125.2 64 16.2 42.1 Z z
60 26,8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 - - 37,9 H o-
66 24.4 84.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 - 31.8 8
72 2214
.3 59.3 90.0 139.5 150.0 72 - 30.7 44.1 93.9 ! 72 -
78 20.8 54.7 89.5 128.8 150.0 70 28,3 40.7 86.7 70 - �•2 w
16 62.6 150.0 150.0 750.0 150.0 i0 37.7 82.1 1 118.3 150A 18 24,3 35,0 1 97.4 a
24 45.9 135.1 150.0 150.0 150.0 2A 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0
30 37.5 1 108.1 150.0 150.0 150.0 39 22.8 40.3 71.0 150.0 30 21.0 58A N
36 1
36 31.3 94.7 150.0 150,0 160.0 Y_..-. ..� _ ...
A
0.8 4717.1 69.7 143.8 36 T _1111 17.5 8.7 o
42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15A 41.7
48 57'" 23.5 87.5 114.7 150.0 160.0 49 98" 30.8 4!.3 _ 107.8 AD 144" 38.6
54 20.9 60.0 101.9 146.8 150.0 `54 27.4 39.4 95.8 54
6p 18.8 54.0 91.7 1321 150.0 60 24.6 35.5 88.3 60 29.2
66 17,4 49.1 83.4 120.1 150.4 56 71.4 32.3 78.4 fifi 20.8 =
72 15.0 45.0 78,6 110.1 150.0 72 20,5 29.5 71.8 72 24,3
70 - 41.6 70.0 1010 150.0 78
19.0 27.3 T8.3 78
22.5 u30
18 46.3 133.4 150.0 150.0 150.0 18 20,5 57,7 83.1 150.0 18 31-0 88.1 ,.
24 34.8 100.0 150.0 1500 150.0 24 19,9 43.3 82.3 750.0 24 23.3 64.6
JO• 27.8 88.0 150.0 150-0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7
36 23.2 .65.7 125.2 1500 150.0 36 28.8 41.5 113.8 { 36 15.5 43.1 r
A2 24.7 35.6 97.4 ! 42 - 36.9 v o
42 19.9 57.2 107.3 150.0 150,0
49 63" 17.4 60.0 93.9 135.1 150.0 48 10u" 21.6 31.1 85.2 49 160" 32.3 ;
64 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 54 28,7 7 s
fig 40.0 76.1 108.1 150.0 60 17.3 24.9 68.1 60
65 36:4 68.3 98.3 15(.0 66 15.7 22Y 82.0 66 23.5 u I
T2 33.3 62.6 90.1 150,0 72 20.8 56.8 72 21.6
78 30.8 57.6 83.2 158.0 7$ 19.2 52.4 78 19.9 K
HORIZONTAL UULLIOH
TYPICAL MULLION ARRANG
PRODUCT
IAULUOU ` b4Ej{_T$ ,'':':' ••
MCNES TO 8E MCIDDEO p _..y•' •-4r,,. :•�,,;
INSIDE RECTAIM"SHWE
GIAZINO GtA2WG OTE, 1'
< NROf1UtT ltFiY1.56R 4:1 :':,t n it{ .� •'.'
PRODUCT: PRODUCTS MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED wc"miuynutv
liuNikwrlutldn
VERTICALLY
HORIZONTALLY.GLAZING GLAZO (INTERPOLATION BETWEEN WIDTHS ALLOWED) AmplMCrn
E.prmthn1ulNa�a�IcoPRaoucl Pfioaucr
" •_ ••frr
Wt + W2 4ioliT7adeS'tntatLG7IRI} "N:t:I,Ilsty�t
Wt W2 MULLION SPAN 2 a
d25 1040
�o62J .�u bbe X12 LGaa )soQ '
s25 �6 saa y
.136 TV � .125 X125
--T ° bT
'^
O.o4a 3.702 ti rn v o
l,4tb .IIS 4062 b o
O C n r
4.004 L
iaaDS.625 3.QD4 2b08 3.00a ! m G �.
TYPICAL
S{ ' wataow FRA/AE 1 -j
,41 Q
2x FAU,LfON C1.IP ,]i
0043-ie db8 ! .102 456 Joe-
1 X 3 Llba t3
2 X 6 062 IA62 p
NOTCH •L' 6.040 SRO. TUBE 1 X 4 1 X 4 STD, T0003-oL1lI.lON CUSTOM MULUO Eta
�•L' OPTIONAL CU t QIA 1AULLI0N SRR:.TUBS 1 r'h"U.1'1_ION } X 3 4003-T4 5 C
6043-Ta 9uzL R 1U,� -= "
G063-T6 P.
6Oti3-T4 N Ixx: 2,168 in! Ixx: 2.218
Ixx;�4,700 in. Ixx: 4.700 In, Ixx: 2.168 In. 3 p
3 3 3 Sxx: 1.405 In. Sxx: 1.079 TCI
Sxx:.2.355 in. Sxx: 2.355 in. Sxx: 1.445 1n.
(FIANCE FRAME) (FLANGE FRALIE) (FIN FRAME) H Q j
a
o STAl4WD TUBULAR SHAPES
,i TTP.WALL-.125'ALL 1.506 CID C
i ALLOY- 6063-T4 � W
.754 (I
:1 TYPICAL
u Gl,AZ1)iG PRODUCT
�1I' dBa 4444 !I'�j aSi
--7
/r� L
2000 .125 2.250 A
� H
i 6,060 112 S.U.S.
012'Q.G. NA00 .125
T c Y
t5a4 «
1 X MULLION CLIP 4.000 4.GGO a.c25 a
60(13-T6
MONS CONTAINING s o o
•L' 'L' TYPICAL GLAZING PRODUCTS cAxs•�
NOTCH
aPT1ONAL HORIZONTAL OR VERTICAL PltaaucrR6ws6n
m apvptytpg wide tiv:Plpdda e v
SEE WTIIDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 A.A. lop lca Np
Cada
FASIEHERS SIZES AND SPACING 571). TUBE MULLION STD.TUB A. 10N lslm
L'�1tnd4nb
o " 6443-Ta
coca-To
Ixx:19.648 ini Ixx: 7,649 ink Mh ad4PmdpclCUptlpl s I $
L L. CLIP LENGTH Sxx 6.549 ink Sxx: 1.825 tn� RECTANGULAR ALUMINUM TUBE MULLIONS
MULL STRUM NS: USING MULLION PROPERTIES ONLY 117RTrtF
USE GIWRS Allo GRAPHS AS FOLLOWS.
I X 2 1,688'
Tti£5£ MULLIONS ARE RATED FOR TARGE MISSILE IMPACT ,s`.,,`:.,.�"' ,R•r
1 X 3 2.6RB' .—r 1 BLTERWHE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING, qND CAN BE USED WITH ALL LAWSON'S MIAMI-BADE
STEP ?USE APPROVED GLA OG PRODUCIS HECTIiG AD13VE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS,
NOTCH I X 4 9.688' REOUiREU77n5. yI ••.. '
OPTIONAL USE CONNECRptI TO t1ULL10T1 A$PER PR00UC1
2 X A 3,688' APPROVAL NQ'ES' ��` ,i.0
025 UIN. 2 X 6 5.688' STEP .�1 SPECIFY mmmuu snug svAcNG. I. REFER TO THE GENERAL NOTES ON SHEET
P-0 0 USING CHARTS ON SHEET 5 OF t0 SELECT WULUON SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. o� '
1.ALL CLIPS AND ANGLES ARE 70 FIT j&-,. W17H BE
SIGtT WLIINO MORE 71W1 DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP I ABO/E.
L,
HORIZONTALLY.:ANC E F:IP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR MES DH SHEET 0 THRU G AND ANCHOR CHARTS
60(13-T0 FOR TYPICAL MULLION TUBE MULLIONS, SEE OPTIONAL STEP 6 ON sHEE1's•SELECT A1TCtion TYPE WIN DESIGN RATUTO 3. REFER TO SHEET 1 OF 10
�— 2044 ANCHOR DETAIL AT SHEET 9 OF tO. IAORE THAN THE DESksN LOWS SPECIFIED m STEP i ABOVE. ARRA14CEMENTS OR STACK CONFIGURATIONS. �
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUDE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w. MULLSPAN 1X3 1 X 4 2X4 2 X 6 Width(w) MULLSPAN 1 X 3 1X4 2 X 4 2_X6 Widtti w MULLSPAN 1X3 1X4 2 X 4 2X6
10 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44,0 95.7 150.0 150.0 c z
24 150.0 0
50. 150,0 150.0 24 139.5 150.0 16D.0 150.0 24 33.0 71.8 116.6 160.0 0 q
50.0 150.0 150.0 30 111.0 150.0 150,0 150.0 30 28.4 674 93.2 150,0
30 1500 1 O
36 150.0 150.0 150.0 150.0 30 83,0 150.0 150.0 160.0 36 22.0 47.8 77.7 150.0 h
42 160,0 150.0 150.0150.0 42 79.7 150.0 150,0 150.0 42 18.9 41.0 66.5 150.0 o �"
48 30.318" 150.0 160.0 150.0 _150.0 I 40 74.114" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 68.3 149.7
54 150.0 150.0 160.0 160.0 54 82.0 134.6 160.0 150.0 54 - 31.0 51.8 133.1tj
m M d d a
60 150.0 160.0 150.0 i50,D 60 55.8 121.2 150.0 150,0 60 28.7 46.6 ii 9.$ z
86 150.0 150.0 150,0 150.0 66 50.7 110.1• 160.0 150.0 fib' 26.1 42.4 108,0 z° o ;4
72 160.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23,9 38.9 90.8 v w= � u .g
70 150.0 160.0 150.0 150.0 0 42.8 93.2 160.0 160.0 70 22.1 35,9 92.1 a u�
18 160.0 150.0 160.0 160.0 i8 128,4. 160.0 150.0 150.0 10 33.1 71.9 116.8 150.0 aj I
24 150.0 150.0 160.0 1 160.0 24 96.3 150.0 150.0 150,0 1 24 24.8 53.9 87.6 150.0 '
30 160.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 •30 19.9 43.1 70,1 150.0 WT S
42 150.0 166,0 150,0 150.0 42 55.0 36
119 b 39.6 160.0 150.0 36 16.5 36.8 50.4 950.4
150,0 150.0 42 - 30.8 50.0 128.
40 50.5!8" 150.0 150.0 150.0 .150.0 48 04" 48.2 104.8 160.0 160.0 48 132" 27.0 43.0 112.56p
6d 160.0 150.0_ 150,0 150,0 54 42.0 93.0 150.0 150.0 54 24.0 38.9 100.0
60 150.0 150,0 150.0 150-0 60 38.5 83.7 135.9 150.0 60 21.6 36.0 90.0 c a
66 147.7 160.0 16010 160.0 80 35.0 76.1 123.0 150.0 66 19.8 31.8 01.8 w
72 136.3- 150.0 150.0 150.0 72 32.1 69.7 113.3 150.01B.0 29.2 76.0 rl� a
70 124'.9 •150.0 150.0 150.0 70 29.0 04.4 104.6 150.0 772 8 18.6 28.0• 80.2 y )
i8 160.0 150.0 150,0 150.0 i0 88,0 150.0 150.0 150,0 10 25.5 55.4 09.9 150.0
24 150.0 160.0 150.0 160,0 24 64.5 140.1 150.0 150.0 24 191 1 41.5 07.5 150.0 E,
30 150.0 150,0 150,0 150.0 I 30 61.0 112.1 150.0 150 0 30 15.3 1 33.2 54,0 138.6
3E150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45,0 115.5
42 150.0 150.0 150,0 150.0 42 30.9 80,1 130.1 150,0 42 23.7 38.5 99.0 v
48 67P 150.0 150.0 150.0 150.0 48 98" 32.3 70.1 113.8 150.0 AD 144" 20.0 33,7 88.8
64 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 10,5 30.0 77.0
60 123.3 150.0 150.0 150.0 60 25.8 50.1 91.1 150,0 b0 16.6 27,0 69.3
66 112.1 150.0 150.0 150.0 66 23.5 51.0 02.0 150,0 66 15.1 24.5 63,0 3
72 102.8 150.0 150.0 150.0 72 21.5 48,7 75.9 150.0 72 22.5 57.8_ " r
78 94,8 150,0 15D.0 50.5 78 19.9 43.1 .0 150.0 78 20,H 3.3 o
10 150.0 160.0 158.0 150.0 10 60.4 131.2 150.0 150,0 18 22.6 49.0 79.6 150.0 € `
w
24 150.0 150.0 150.0 150.0 24 45.3, 98,4 150.0 150.0 24 16.9 36.7 59.7 150.0 " S
� . a t
30 150.0 150.0 150.0 i60.0 30 36.9N43.7
127.9 150.0 00 29.4 47.7 122.6 w 4
36 150.0 156.0 150.0 150.0 36 30.2 106.5 160,0 36 - 24.5 39.8 102.2 r
42 130.5 160.0 180,0 160.0 42 25.9 91.4 150.0 42 21.0 34.1 87.6
48 63';' 114.2 158.0 150.0 150.0 40 100" 22.7 70.9 150.0 4B 15D" 18,4 29,8 78.6 5
54 101.5 150.0 150.0 15 D.0 64 20.1 71.1 150.0 64 -10.3 26.5 68.19i.3 150.0 150,050.0 60 18.1 64.0 150.0 60 23.9 01.300 83,0 150.0 150.9 180.0 86 16,6 88.1 147.0 fib 21.7 65.772 78.1 1.02.4 150.0 160.0 72 15.1 53.3 134,0 72 - 19.9 51.1 `
78 70.2 181.A 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2
s ttTStii77
HDRfEOH[AL 1SUlUDN�ARCIIES
TYPICAL MULTI ARRAI4G MENTS •�N PflDDUC1 "••••"'-utulVERTIp j L�l ` 10 VE INSCRIDEq
II190E RECW4GUEAR SHAPE xa} C.
zz NOTA F7 t n •� '., fv
GLAZING GLAZING �4 PRORiIC}'RBYISSD .i w;' '
PRODUCT PROD= 3c. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Awa d MuWOIIcmFladdo z ' ' C"
VERTICALLY OR HORIZONTALLY. BuOdmuCall _ rn
'•. - {
curttt0 RODUc INTERPOLATION BETWEEN WIDTHS ALLOWED` ncrapi�smhb o
PRODUCT PRODUCE t / P1xt�l Vuo Qa A••7 � Gi ..
W1 W2 WIDTH (W) ... WI + W2 pl,ni.��-I�-J4adclYodu�� " :L�"' a •��sc Ems••
6SULUON SPAN 2 ._•:.„'"4 q
5/16•7APCONS MIN. EDGE p0I
1 1/4" MIN. 1-1/2'UIIL UVOD PENETRATION 5/15•TAPCO14S 2-3 f 16" CONC:ttEtE OR
f r-i/2'MM.14000 PEIIE1MTi071 K rn
EDC DST. 7 PER CUP(i all EACH wNo) I PCR AIIOLC 4' OW BL GK 5/Ia'TAPCONs 5/Ia rAPCor+s o tit
1-3/+'MDI£UBID IMO IM
uksolfty 1-3/+-MIN.ELIDED INTO SON10 G A W '
3/4' +PER CLIP(2 011 YANG) 2 PER ANGLE o s
MINCd
i i
gl
�/ 2 7/16"
1 ^ , Ix FLOAIOIG ala i i ALULI7ANGLEB MIN.
1Bf I I + t DY L-3 1 1 2%2 x 1/0-
MOOD BUCK i i I ----------'--- WOOD BUCK �-� 1%FWMUtO CUP 1 I ALUM All= xax Q
t i ti Cl
I x !
' 1 = i 1 9
1
3/4" MIN. 5/10•TAPCGNS ham-ANCHORS TYPE 'O' �INTQ BLOCK)
EDGE DIST. 1-1/2'MN.WOOD PENETTNIM U z
1 PER A+cl ANCHQRS TYPE_ 'G (IUIO CQNORETEQr�+
KTAA
D ANGLES 70 FIT SNUG 4 ANCHORS THRU 1X BUCK ] W
TUBEULLIONS, INTO CONCRETE OR BLOCK
BE 1"x4" & 2"x4" MULL-- a
MIN. EDGE DIST. (n o
I I 2-3/16" CONCRETE OR
i t } 4" HOLLOV! BLOCK 5/I6-TAKUNIS 5/I6-TAT•COUS
T 1111 I-3/+"UIN.CUBED INTO MASONRY 1-3/+'MIN.EMBED Iffto UASONRY p q
1
2 BY 2 x 7 x t V 2 PER CUP(I Oil ml"NO) I PER ANGLE
----------- WDon BOcx ALUM AICL
ALL CUPS AND ANGLES TO FIT SNUG
ALT£nNAt£ INTO TUBE MULLIONS.
AtcHOR LGCARON TAPCONS MULLIONS,
BE HEX OR FLAT HEAD.
1r a �
ANCHORS TYPFA' m
2 ANCHORS INTO WOOD
toy `-� I 7x2x10
WOOD BUCI( ^ Ix FLOATING CLW, I ALUI1 AND e. a
5/18-TAPCO115 5J15•lAPCONS t _-_-`---- i 1 i I I grya
1 1/4" MIN. i-I/2'LAN.WOOD PENETRATION I-I/2'kiln.WOOD PEt1E1FUnoN � I 1 I I I B w
E GE DI +PER CUP(2 011 EACH WINO) ]P£ll All 1 1 u u
1
ANCHORS TYPE 'C' (INTO BLOCK) ? in }
•�z z •
�� "� •, �`..I' : n� ANCHORS TYPE tF' (IIJTO CONCRETE)
2 ANCHORS THRU IX BUCK AAi111lltnr/q
t• INTO CONCRETE OR BLOCK •Z,%r t:
y 1 I/4" MI t 1 i �ca ,c.A:<:•s t. . 'i�•�d
^ FLOAIPfO NP I II 2 x 2Ax 1/0' 1 1 n�,j•.•, n
P ^i-
`tv j i Lt r i n0DUCrAsVISnD W 'n
tt w000 oUBY-" mmPlytnytviar)Julk�F_ladwJ(u��7/v^y�f�j }�� o.r3c •t
IS..pl-O{.'attT.:�./�4/�
I I Aaeplwm %J�V
iL4Pltaliea}i3n1 ec)l•y+• �.- ',' ...••�. •"��"'• v
ANCHORS TE IBL ALIER14AIE U!'- -*��-t"��^. !! :AJ. .4' r•i As OWr
' 4 ANCHORS INTO WOOD AICIOR LOCA11011
TYPE
HtuAl Dada PmtNnt Conical f'+tt;;::='='• E�
R
MIN. EDGE DIST. 5110-TAPCONS MIN. EDGE RETE N<
2-3/18" CONCRETE OR 1 3/4'LAN,EMBED INIO MASONRY 2-4" JO CONCRETE OR
& 2
PER CUP I ON EACH MC) 5 1a'tAPCOtt: 4° GLLOW OL)CK 5/14"TAPCGNS S/14�TAPC00S
a HOLLOW BLU X f I o
3 1/4 1-d/i'MRI.ENDED NI TO MASONNY 1-01{.MIR,EMBED INTO MASONRY 1-3/A'MIN.EMBED INTO MASON) p Ca
MIN. I PER NTGLE 3/4 t PFif CMP(2 01F EACH YU(G} 2 PER Nit1E en a a
MIN. r. n E, z o
r r
Tj
.r r •I t t•. M� 'I• .!.1� 't 'ht. i :1 r ;r S'.M� 1 t t� 'i `.t. I D a'"t 2•
O pp
1 i cONCRE L ON I I I I CONCRETE OR ! I
mX d CI
CONCRETE OR i=: CEMEIR BLOCK ' i L-� CCLIEFt7 CLOCK 1 7 X 2 x 1/8`
1 'X 2 14 LE - I LE r.1
CCULM OtDCN I I Altltl A14 LE I -- --" ""' I ALUM NIG 7 fA ry
r I -----^ ! 1 2 7116 fl.OAlINR EDP 3 7 1
'N flOATniG ELiP N
r I N i i i MIN. i i f i z
3 1 N.
M)N.
''A'.• I: MULL
E.•
-VIZ.
MULL
ANCHORS TYPE V (INTO BLOCIC) ANCHORS TYPE 'O' (INTO BLOCKS
1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G'(INTO CONCRETEI
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK [i
1"x4" d. 2"x4" MULL N w U
h-- -- ALTERNATE MUM. '
- ANCHOR LOCATION
uuu �Z
1 ' $
jr�-- ----- I I I I FLOATING CUP k
11�tH 1 T-T i .---------.
f1 I
Ag CONCRETE Ona -
II 1 �, CEMEM BLDCK - yyyy
1-d1A AIN.EMBED r 't+'• t `.i 3—H
INTO WAS TRY n=
2 PERWAS CUP `'••t I + I E g
(I ON EAtif inkc.) •� S/IG'TAPCONS �c p
I]SIRS 1-3/A"Unt.EMBED IWO MASONIC! q {
F 1 1 a
2
t 2 2 5 ANGLE PER CUP(2 Ott EACH KRNG)It
dX 2T
L
1 • i 1 I
ALL CLIPS AND ANGLES TO FIT SNUG F _."'.•..•.,. r^••,?', •, =-
INTO TU13E'fAULUONS. �('''� •
. TAPCONS MAY BE HEX DR FLAT HEAD.
• mr mpl)'Int nlld IIIc Flurlln .,',
+'1 •. CUPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED 1Fufldtnu CGds /�•+�J P(�'`3 (8 c
•r+1' • Q ( r .i I• �` ACCCIIIMN Nn _4./ l../ •�I1./
': n^ I t WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PATNT OR LG D �j•��s ZD
WA7ER-WHRE METHACRYLATE LACQUER. ; ( �• I a �� 0'
Lly
1
5114`TAPCOtES 1-3/4'MIN.EMBED MGM b Urfa UZITbnNO
IWO AUSOFIRY- 1 PER ANGLE A
MIN. EDGE DIST. MIN. EDGE DIST,
2-3 16" CONCRETE OR 2-3/16- CONCRETE OR rn
4 HOLLOW K 3-3/4' TAPCONS 4 HOLLOW BLOCK 3-3/4" 5/10-TAPCtJICS a:
PEE Wit.EMBED 11110 RASOURIT 1-3/4-MIN.EMBED 11110 UASONRY
MIN. 4 PEh CUP(2 ON rACH VAIIG) 4 PER CUP(2 ON EACH WINO)
z
NGTH
CLIP LE
Up
MULLo
2 X 4 3.688'
U)
2 X 6 5.6801 oox q z
0
MULL 5/ICTAPCONS WOOD BUCK
US JAU
$-3/4-Pill.EMBED ROD MASOHRY /16-TAPCONS
4 PER CUP(2 Oil EACH WING) 1-3/4'"Ill.EMBED D11.—111-ly z
------- --------------- PER CLIP(2 Oil Wit W91r)
1 3/4-
1 3/4"
MIN. ----------------------------- E-
3/4" 71 MIK
ts
US WUU. 1:4
Cup U,NGT11 UG Pull.
116 MULL--(
-- --------
------------ -- MULL
2 X A 316881
4
\'u.
2E 2 X 6 5,688' �,.' �� `\,i'Q Z
4'
x z
3-3/4'
MIN,
5 11/16- ALL CUPS AND ANGLES TO Fit SNUG ANC QRS TYPE 'E' (INTO BLOCK)
INTO TUBE MULLIONS. ANCHORS TYPE '11'.. -TF WOOD BUCK
ANQHQRS TYPE 'E' (,INTO BLQCK) TAPCONS MAY BE HEX OR FLAT HEAD.' JINTO CONCRE
4 ANCHORS THRU IX BUCK
OR
ANCHbRS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To BE PROTECTED INTO 2'CONCRETEXG' MULL SHBLOCK
OWN
ANCHORS INTO CONCRETE or BLOCK WITH ALICAU-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR
2*X6' MULL SHOWN
TER-WHIIE METHACRYLATE LACQUER.
0 v uj
23 triliplyfill.,0111 lit v arido
At
04
MIN, EDGE DTsT, 5/14-TAPCONS
2-3/16- CONCRETE OR 1-3/4'10H.EUDED INTO VASORRY CLIP LENGTH vs
4 TOTAL(2 ON EACH MHO) MIN,
4� HOLLOW EIL K V,
MULL
I X 2 1.699'
1 x 3 2.6081 .1 2
I X 4 3,680'
.2 k 4 3.68e'
38'
En
1. ALL CUPS AND ANGLES ARE TO FIT
0
—2x4 or 2KS JJUII SNUG INTO TUBE MULLIONS, so
)� 2 X 2 X 1(4- 2. WHERE ANGLES ARE NOT FIT SNUG
It ii G1
A LJ L AWIA AIML INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR iIDETAIL AT SHEET 9 OF 10, n
a
14
TUBE UUwQN
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL
PS '
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
3C -WHITE MEWCRYLATE LACQUER.
PiAll C R -------F,cw,,ul
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MIN. EDGE DIST.
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j12 F.H'S.0
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AS SHIAVII TO ALLOW INSTALLATION
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ASSEUDLY
LOCATION OF SCREWS Q
ANGLES TO TUBES WHERE ANGLES 911.4 FN SITS
p CUP
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ARE NOT FIT SNUG INTO TUBE ACCESS HOU[ r 0 URI.
MULLIONS. 1 t
T5/8-(2) ------
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5/la-TAPCOHs 114 SU
1-1/4-14111.ELIDED 1910 HAMMY 4 PIR ARM
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THIS SCREW IN BE 112 FN SUS Ta
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IN
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cut To FIT SNUG INSIDE TUBE
A:
ANGU`
14H4 ANCHORS TYPE 'I
METAL TO METAL CONNECTION
0
USE CHARTS FOR ANCHOR TYPE'I' TO VERIFY CAPACITY OF CONNECTION
PRODUCTREVIS111) 0 d"
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ALL CLIPS mi)
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INTO TURE MULLIONS, `A- I Pct
TAIPCONS MAY BE HEX OR FLAT HEAD.
7 4-
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OPTIONAL ANCHOR DETAI
3
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MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK Off, 1110,10 1 1 1^ la