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NOV117
2 1 2017
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Business & Professional Regulation
BY: ......................
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Product Approval Menu>Application Detail
FL# FL14610-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
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/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7V 90... 11/20/2017
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option A
Date Submitted 04/22/2016
Date Validated 01/30/2017
Date Pending FBC Approval
Date Approved 02/02/2017
7L#
roducts
Model,Number or Name Description
143 Vinyl Impact HR(Horizontal 143 Vinyl Impact HR(Horizontal Sliding Window)
Sliding Window)
Certification Agency Certificate
Appfove"&use in HVHZ:No FL14610 R4 C CAC NI013349.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2017
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Maximum Size Flange 74"x 63"Tip to Tip&Fin 73" FL14610 R4 II 08-02869.1)df
x 62" Buck/Box.Approved as XO,OX. Frame material to be Verified By: Luis R. Lomas,P.E. 62514
rigid PVC from Deceuninck North America AAMA Certified Created by Independent Third Party: Yes
(DEP-1) Evaluation Reports
FL14610 R4 AE 513680.odf
Created by Independent Third Party: Yes
14610.2 Series"1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14610 R4 C CAC NI006178.02-R3.odf
Approved for use outside HVHZ:Yes FL14610 R4 C CAC NI006178.04-R2.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +45.0/-45.0 06/30/2020
Other: Maximum Size 53"x 51",OX or XO Installation Instructions
FL14610 R4 II 08-02698A.oddf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14610 R4 AE 513477A.Ddf
Created by Independent Third Party: Yes
14610.3 Series"1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14610 R4 C CAC NI009471.01-R2-sianed.odf
Approved for use outside HVHZ:Yes FL14610 R4 C CAC NI009471.03-Rl-signed.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 04/30/2020
Other: Maximum Size 112"x 63",XOX Installation Instructions
FL14610 R4 II 08-02692.odf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14610 R4 AE 513467 .odf
Created by Independent Third Party: Yes
14610.4 Series"1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14610 R4 C CAC NI006178.01-R2-sianed.odf
Approved for use outside HVHZ:Yes FL14610 R4 C CAC NI006178.03-Rl-sianed.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 06/30/2020
Other: Maximum Size 74"x 63",OX or XO Installation Instructions
FL14610 R4 II 08-02693.odf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14610 R4 AE 513468.odf
Created by Independent Third Party: Yes
14610.5 Series"FWI 1000"Aluminum Series"FWI 1000"Aluminum Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14610 R4 C CAC NI010658.01-R1-sioned.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7V90... 11/20/2017
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 02/23/15 R.L.
NOTES: 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 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO 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. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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 B. 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. 19. APPROVED CONFIGURATIONS: X0, OX.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
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 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 INTO WOOD FRAMING OR 2X BUCK USE #10 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:02/24/2015
w E�ISt�/'I1 AAAAIOf1�66A�ALsysrea \ 51111111////
TABLE OF CONTENTS SERIES 4241 HR PVC HORIZONTAL SLIDING WINDOW _*• 0 6 *�
71 1/2" x 59 1/2"
SHEET NO. DESCRIPTION �` ST'ATE OF •�`
NOTES
1 NOTES DRAWN DWC No REV �'�• cIt P••
2 ELEVATION TJH 08-00937 A ���`S'S• �G��`�
3 — 5 INSTALLATION DETAILS SCALE NTS I DATE 01/29/10 sNEET1 OF 5
RIF
71 1/2" MAX. FRAME WIDTH REVISIONS REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 02/23/15 R.L.
r6MAX.
. 11 3/4" MAX.
O.C. 6" MA
3/4"1/8" ANN.
.090" PVB BY SOLUTIA
1/8" ANN. 1/8" ANN.
jEXTERIOR INTERIOR
59 1/2" 5/8" GLASS
MAX. BITE
FRAME
XO HEIGHT
❑ ❑ SIKAFLEX 552
w
GLAZING COMPOUND
GLAZING DETAIL
NOTES:
6' MA 1. MAXIMUM SASH SIZE: 35" X 56"
2. MAXIMUM D.L.O.: 32 1/2" X 54 1/2"
3. (8) 3/8" x 3/16" WEEP SLOT 3" FROM EACH CORNER AT BOTTOM RAIL AND GLAZING
POCKET
SERIES 4241 HORIZONTAL ROLLER PVC HORIZONTAL 4. (2) 1" X 3/16" WEEP SLOT AT EACH END OF SILL INTERMEDIATE LEG
SLIDING WINDOW 5. (2) 3/8" X 1/8" WEEP SLOT 3 1/2" FORM EACH CORNER OF EXTERIOR SILL TRACK
6. (4) 1" X 1/8" WEEP SLOT 3" FROM EACH CORNER OF EXTERIOR SILL TRACK
EXTERIOR VIEW 7. (2) 1 1/4" X 1/4" WEEP SLOT W/FLAP 3" FROM EACH CORNER OF EXTERIOR SILL
FACE.
DPRESSURE RATING IMPACT RATING
t50PS LARGE AND SMA
L5�OPSL
ISSYLfiMPAZ`T
SIGNED:02/24/2015
Eastern
HARDWARE SCHEDULE «�+ =w•� t1 i
'GEN 9 ��
A. (2)METAL CAM LOCK AT 7"FROM EACH END OF LOCK STILE `�."�\ SF,LT
B. (2)METAL ROLLER AT EACH END OF BOTTOM RAIL SERIES 4241 HR PVC HORIZONTAL SLIDING WINDOW *• 0 95Y *�
71 1/2" x 59 1/2" %�`
C. ALUMINUM REINFORCEMENT 10300084 AT FIXED MEETING STILE =.0
D. ALUMINUM REINFORCEMENT 10300082 AT LOCK STILE,TOP AND BOTTOM RAIL ELEVATION p0•• TAT OF.
E. ALUMINUM REINFORCEMENT(10300207)ATIAMBSTILE DRAWN: DWI;NO-
37
�fOR10P'G��\��
SCALE ��TJH 08SOOE937 A 7s/ONALIE?���\
NTS 01/29/10 2 OF 5
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING A REVISED PER NEW TESTING 02/23/15 R.L.
OR 2X BUCK
BY OTHERS1 3/8" MIN.<r
EMBEDMENT
1 3/8" MIN.
BACKER ROD 1/4" MAX. EMBEDMENT
& APPROVED SHIM SPACE 1/4" MAX
SEALANT O SHIM SPACE
a
a 0 0
#10 WOOD SCREW
0 INTERIOR
1/2" MIN. Do
EDGE DISTANCE o
#10 WOOD SCREW
INTERIOR p
WOOD FRAMING AC� D
EXTERIOR OR 2X BUCK
BY OTHERS EXTERIOR
BACKER R00
& APPROVED
SEALANT
a #10 WOOD JAMB INSTALLATION DETAIL
t3 O WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD SCREW
& APPROVED 1/4" MAX.
SEALANT Q SHIM SPACE
WOOD FRAMING �7
OR 2X BUCK 1 3/8" MIN.
BY OTHERS EMBEDMENT
1/2" MIN SIGNED:02/24/2015
EDGE DISTANCE
E/3TERN MCHRECiIIRK��
TICAL
SS SECTION
WOOD FRAMING OR2XOBUCK 1MSTALLATION Eastern `\\\J\5 R I to 4f
,......_,..."_.....a"".. ` = .as,n ` •�G ENS' J+
'w F'
NOTES: SERIES 4241 HR PVC HORIZONTAL SLIDING WINDOW *.• `•'0 ( *'
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 71 1/2" x 59 1/2" ��
NOT SHOWN FOR CLARITY.
INSTALLATION DETAILS p• $$TAT OF
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ::
DESIGNED IN ACCORDANCEWITHASTME2112 DRAWN. DwcNo. REV
SCALE DATE TJ08 500937 A s/ONALI�N��`�
NTS 01/29/10 3 OF 5
REVISIONS
3/4" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED PER NEW TESTING 02/23/15 R.L.
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS
APPROVED O
SEALANT 0
1/4" MAX.
a SHIM SPACE
a ❑ F3 INTERIOR
0 #10 SMS OR 3/4" MIN o
0 SELF DRILLING EDGE DISTANCE
SCREW ---
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR
D
METAL BACKER ROD EXTERIOR
STRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
a #10 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT Q 1/4" MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
3/4" MIN.
EDGE DISTANCE SIGNED:02/24/2015
VERTICAL CROSS SECTION
EA4TERN AnwrtEcnnu 3Y3TENe \\\
METAL STRUCTURE INSTALLATION � � Eastern °:��. �����it- `p
n -DOMESTIC AVE \\_\� • 4f/'
FOgT NYER3.r�sw,x `r,•��O ENSF,S
_. .._.._"e.... n„ _
NOTES: SERIES 4241 HR PVC HORIZONTAL SLIDING WINDOW =*• 0125*�
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 71 1/2" x 59 1/2� �AT(ATc� OF
NOT SHOWN FOR CLARITY INSTALLATION DETAILS w
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN 11-NO. RFV i�'�••'c[ 0 \�
DESIGNED IN ACCORDANCE WITH ASTM E2112 /�tS
sJH cALE DATE 08-00937 A ///�s�pIVALL�?���\
NTS 01 29 10 S4 OF 5
2 1/2" MIN. RMSIDNS
EDGE DISTANCE REY DESCRiPnON G�iE APPRaJED
CONCRETE/MASONRY A REVISED PER NEW TESTING 02/23/15 R.L.
BY OTHERS °• a <
° a 1 1/4" MIN.
OPTIONAL 1X BUCK ° '° °d EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS '
BACKER ROD
& APPROVED 1/4" MAX. OPTIONAL 1X BUCK a 1/4" MAX.
SEALANT SHIM SPACE SEE NOTES 3 — 7 •' SHIM SPACE
B SHEET 1
00a3/16" TAPCON ' INTERIOR
Q0 3/16" TAPCON
° � o
•
EXTERIOR INTERIOR 2 1/2" MIN. C3
EDGE DISTANCE v
D
EXTERIOR
BACKER ROD
& APPROVED
1 1/4" MIN. SEALANT
EMBEDMENT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD 3/16" TAPCON
& APPROVED
SEALANT
/4" MAX. NOTES:
OPTIONAL 1X BUCK a r 1
SHIM SPACE
SEE NOTE 3 — 7 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 NOT SHOWN FOR CLARITY
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
° SIGNED:02/24/2015
BYMS
a
1 1/4" MIN. pE`u 'sea \111111//1
G• ° ° EMBEDMENT Eastern E,�TE.,,�TK . \9 R• LO�1
G /w 16111 pOMESTIG AVE \\ 4fFL
2 1/2" MIN. SERIES 4241 HR PVC HORIZONTAL SLIDING WINDOW *• 0y612b
71 1 LLA x 59 TAIL
EDGE DISTANCE
INSTALLATION DETAILS p• TAT OF
VERTICAL CROSS SECTION LDRAWN owc No. RFV i0.• ••jO[ P•• '�
CONCRETEAIIASONRYINSTALLATION /RFs.•ORVD
HonrE 08-00937 A s�ONAL1�?���\
NTS 01/29/10 5 OF 5