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FL# FL14610-R6
Application Type Revision
Code Version 2017
Application Status RECEIVE® Approved
*Approved by DBPR. Approvals by DBPR shall be
JAN 0 6 `.020 POC and/or the Commission if necessary.
Comments � Lucle County,Permltting
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@east o etaj. com
fk Technical Representative
Address/Phone/Email REVIEWED FOR
CODE COMPLIANCE
Quality Assurance Representative ST. LUCIE COUNTY
Address/Phone/Email
BOCC
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation &Management Institute
Validated By National Accreditation &Management Institute
File Copy
Referenced Standard and Year(of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ANSI/AAMA/NWWDA 101/I.S.2
ASTM E1886
ASTM E1996
ASTM E1996
TAS 201
TAS 202
TAS 202
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/17/2019
Date Validated 10/10/2019
Date Pending FBC Approval
Date Approved 10/16/2019
Summa .'.of-Products ,
SPL# .Model, Number.or Name Desckption 'a
14610.1 Series "FWI 1000"Aluminum Impact Series "FWI-1000" Aluminum Impact F
Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FI-14610 R6 C CAC N1006149,01-R
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira,
Impact Resistant: Yes 12/31/2023
Design Pressure: +80.0/-80.0 Installation Instructions
Other: Maximum Size 72" x 60", OX or XO With Standard Sill. FL14610 R6 I 08-02678B.Rdf
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas, P.E. 6251,
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party:
EASTMAN INTERLAYERS Evaluation Reports
FL14610 R6 AE 513453B.pd
Created by Independent Third Party:
14610 2 Senes."FWI 1000" Alummum.Impact Series"fWI1000" Aluminum Impact i
Horizontal Sliding:Window
Limits of Use Certification Agency Certificate
Approved forrus®in HVHZe,Yes FL14610 R6 C•:CAC NI010658.01-R
Approved for use-outside HVHZ:Yes , Quality Assurance"Contract Expira
Impact Resistant. Yes . , 02/28/2020
Design Pressure.`+100.0/-120.0 Installation Instructions
Other: Maximum Size 74 1/8" x;63", OX or X0 With High Rise FL14610 R6-'rII_08=02679A:
Sill-i INTERLAYER COMPLIES WITH THE REQUIREMENT$,OF,THE Verified By: Luis R•Lomas;,P.E. 62511
FLORIDA BUILDING CODE ACCORDING TO:MIAMI-DADE;FOR Created by Independent Third-Oarty:
EASTMAN'INTERLAYERS Evaluation Reports-
FL14610 R6,~AE:a51'3454A.Pdf
Created by Independent Third,Party:
14610.3 Series "FWI 1000" Aluminum Impact Series "FWI 1000" Aluminum Impact i
Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14610 R6 C CAC N1010658-R1-si
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira,
Impact Resistant: Yes 02/28/2020
Design Pressure: +100.0/-120.0 Installation Instructions
Other: Maximum Size 120" x 63", XOX With High Rise Sill. FL14610 RRI108-02680A.p-f.
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas, P.E. 6251,
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party:
EASTMAN INTERLAYERS Evaluation Reports
FL14610 R6 AE 513455A--Dd-f
Created by Independent Third Party:
14610.4 Series 3241 Vinyl Non-Impact I.S6ries 3241 Vinyl Non-Impact Horizon
_ _, :Horizontal Sliding,Window
Limits of Use '., Certification Agency Certificate
Approved fok;u'se in HVHZ-No _ 1'4610 R6 C` CAC NI01063'4 01=R'
-Approved for use;outside HVHZ:Yes
Quality Assurance Contract.Expira�
impact Resistant: No 03/31/2021
Design Pressure: +50/-50 Installation Instructions
Other:,Maximum Size 71 1/2" x 59 1/2",OX or X0. FRAME FL 4610 R6 II!-,08-012148"(�df
MATERIAL TO BE;RIGID PVC FROM DECEUNINCK NORTH AMERICA Verified By: Luis R. Lomas,,P.E. 6251,
AAMA CERTIFIED,(DEP-1) Created:by Independent Third`Party:
(valuation Iteports
FL14610 R6_ AE 511793B,.p
= Created by Independent Third Party
14610.5 Series 4241 Vinyl Impact Horizontal Series 4241 Vinyl Impact Horizontal S
Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14610 R6 C CAC N1010634,02-R,
Approved for use outside HVHZ: Yes FL14610 R6 C CAC NI010634-112.R
Impact Resistant: Yes Quality Assurance Contract Expira-
Design Pressure: +50/-50 03/31/2021
Other: Maximum Size 71 1/2" x 59 1/2", OX or XO. FRAME Installation Instructions
MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA FL14610 R6 II_08-00937B.pdf
AAMA CERTIFIED (DEP-1) Verified By: Luis R. Lomas, P.E. 6251,
Created by Independent Third Party:
Evaluation Reports
FL14610 R6 AE 511490B.p-df
Created by Independent Third Party:
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 50-487-1824
The State of Florida is an AA/EEO employer.QRyright 2007-2013 State of Florida. :: Privacy Statement::Agwjsibility_M
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub
electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,please cor
Section 455.275(1), Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S.must provide the I
If they have one.The emalls provided may be used for official communication with the licensee. However email addresses are
to supply a personal address, please provide the Department with an email address which can be made available to the PL
licensee under Chapter 455,F.S.,please click her-e-.
Product Approval Accepts:
M ® 9hci
Credit Card
. Safe.
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
F —
A REVISED PER NEW REQUIREMENTS 01/05/18 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4 ELCO CRETE-FLEX
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE }6. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 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 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).
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .052" THICK MINIMUM
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OX, X0.
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 ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 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 #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:01/05/2018
�llllla//
Eastern EA91 RN�MEf�11LB y A, S R.
�:oMw,na A ons �AWAR
M ���J�
FHOR12
nonw�,a � EsSERIES FWI 1000 ALUMINUM, IMPACT _ 9ATPOgF-X&�
ONTAL SLIDING WINDOW 74 1/8" X 63" E., -,NOTES A• �
TABLE OF CONTENTS
DRAWN: DWG N0. REV �i/��t►s;�(OR1aP•G����
SHEET NO. DESCRIPTION V.L.L �� 08-02679 A S701V ;VK��\N
1 NOTES NTS 04/13/15 1 OF 5
2 ELEVATION & GLAZING DETAIL LROBERTOLOMASP.E' LUIS R. Lomas P.E.
1492 WOODFORD RD LEMSVO.LE,NC27D23 FL No.: 62514
3 - 5 INSTALLATION DETAILS 434-6BB� dADMS@lrbMaWcam
REVISIONS
REV DESCRIPTION DATE APPROVED
74 1/8" MAX FRAME WIDTH
A REVISED PER NEW REQUIREMENTS 01/05/18 R.L.
4" MAX 12" MAX. —j 4" MAX
O.C.
�4" MAX
14•IMAX
/
/ O.C. 1/2"
3/16" HS
/ .100" PVB BY EASTMAN
63" x O 3/16" HS
MAX EXTERIOR
FRAMEA INTERIOR
HEIGHT =>
/ WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMETER
/ SETTING BLOCK (30096)/ 11/16 BRE 85 R ER
BY CENTRAALLRUBBERB
EXTRUSIONS
4" MAX
SERIES FWI 1000 ALUMINUM HORIZONTAL SLIDING WINDOW GLAZING DETAIL
EXTERIOR VIEW FRAME
DESIGN PRESSURE RA77NG IMPACT RATING
+100.0%i20.OPSF LARGEANOSMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
SIGNED:01/05/2018
ADWKMW
Ea rens111111111
,aam aAaRureao q
•�\GENS�,tP�i
eoo+�ama
NOTES: SERIES FWI 1000 ALUMINUM, IMPACT #• 0
1. SASH SIZE: 36 1/2" X 61" HORIZONTAL SLIDING WINDOW 74 i/8" X 63"
2. MAXIMUM D.L.O.: 32 5/8" X 56" ELEVATION AND GLAZING DETAIL ��, TAT OF t��
3. (2) 1 1/4" X 3/8" WEEPHOLES AT FRAME SILL 4 1/2" FROM EACH END. 'D sOR�Gp G��
DRAWN: DWG N0, REV
SCALE NTS DAA 04/13/15 08 502E679 OF 5 A ',/,Sj0NAIt ?` \\`
HARDWARESCHEDULE
A (2)SURFACE MOUNT ALUMINUM CAM LOCK AT MEETING RAIL,18•FROMTOM&BOTTOM LROeEROMLuis R. Lomas P.E.
f4.32WQODFORD RDD[EWISVILLEILLE,NC z7Dzs FL No.; 62514
B.(2)TANDEM BRASS WHEELS IN PLASTIC HOUSING AT VENT BOTTOM RAIL,1/4'FROM EACH END 434688-OW dbmas@Momaspe.cam
REVISIONS
5/8" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 01/05/18 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 7/16" MIN.
EMBEDMENT
'Ell
1/4" MAX.
BACKER ROD I SHIM SPACE
& APPROVED 1 7/16" MIN. 1/4" MAX.
SEALANT EMBEDMENT SHIM SPACE
#14 WOOD SCREW
INTERIOR
5/8" MIN.
EDGE DISTANCE
EXTERIOR INTERIOR #14 R
SCCREEWW
EXTERIOR
WOOD FRAMING BACKER ROD
FF-TOR 2X BUCK & APPROVED
BY OTHERS SEALANT
BACKER ROD #14 WOOD
& APPROVED SCREW JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 7/16" MIN.
EMBEDMENT
5/8" MIN
EDGE DISTANCE
SIGNED:01/05/2018
,FwmEnnARQYIECRI70lersreus
1111 i I!!/
VERTICAL CROSS SECTION �� Eastern '° �• ��\\\g R• L.p
..�.,.,,..�M ,omoeAvaaARao : ��J• q fir
WOODFRAMINGOR2XBUCKINSTALLATION ,i, -''"'•"' ""' "": FMhMR%"'0fWA=1 `V, \CEN3le•tP
SERIES FWI 1000 ALUMINUM, IMPACT *• 0 51
HORIZONTAL SLIDING WINDOW 74 1/8" X 63" —' + C�
INSTALLATION DETAILS -A STATE OF
0.
NOTES:RIORANDEXTER/ORFINISHES,BYOTNERS, DRAWN: DWG No.
1. 08
–02679
DATE 5079
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BESCALE NTS 04/13/15 3 OF 5
DESIGNED INACCORDANCE MTHASTME2112 LROBERTOLOAM P.E Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVXLE,NC 27023 FL No.: 62514
494.6880609 dbmes@hfomaVe.com
REVISIONS
5/8" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 01/05/18 R.L.
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX. INTERIOR
SHIM SPACE
14 SMS OR
SELF DRILLING EDGE 5/8" MIN.
SCREW
#14 SMS OR
SELF DRILLING
SCREWS
EXTERIOR INTERIOR METAL 74,
STRUCTURE EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
#14 SMS OR SEALANT
SELF DRILLING
SCREW JAMB INSTALLATION DETAIL
BACKER ROD METAL STRUCTURE INSTALLATION
& APPROVED
SEALANT1/4" MAX.
_-SHIM SPACE
METAL
STRUCTURE
BY OTHERS
5/8" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE JINSTALLATION SIGNED:01/05/2018
aAaanenALSYSEWEastern , 111111//
R..'L 04
c�alaaan � 4
SERIES FWI 1000 ALUMINUM, IMPACT *• 0�925lx *=
rHORIS�ONTAL SLIDING WINDOW 74 1/8" X 63" �,� �
INSTALLATION DETAILS A TAT OF
NOTES: DWG NO.NOTSHOWN FOR CLARITY. REV i' C •����
1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, jO SS OR10P G\�
2.PERIMETER AND JO/MrSEAIANTBY OTHERS TO BE DATE 04/13/15 OB SHZET49 OF 5 A /77."// AL
2.
DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1132 WOODFORD RD LEWISWUF,,NO 27023 FL No.: 62514
434-6364609 r➢anas@/rlomaspe.aom
2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION GATE 7L ]
CONCRETE/MASONRY A REVISED PER NEW REQUIREMENTS 01/05/18
BY OTHERS '.° G °
°° a 1 1/4" MIN.
"
n EMBEDMENT
OPTIONAL 1X BUCK °, ° ° a
SEE NOTES 3 — 7 °
1 1/4- MIN.
SHEET 1 +
EMBEDMENT
BACKER RODCONCRETE/MASONRY
1/4" MAX BY OTHERS
& APPROVED SHIM SPACE
SEALANT OPTIONAL 1X BUCK a 1/4" MAX.
SEE NOTES 3 — 7 0° SHIM SPACE
SHEET 1
1/4" ELCO
CRETE—FLEX 1/4" ELCO
TAPCON CRETE—FLEX
TAP'ON •` a lNTER/OR
LjEXTERIOR INTERIOR
�.v
0
2"
MIN.
EDGE °
DISTANCE ° o
1/4" E 'a
BACKER ROD
CRETE—FL EX e.
& APPROVED TAPCON BACKER ROD EXTERIOR
SEALANT & APPROVED
1/4" MAX. SEALANT
OPTIONAL 1X BUCK SHIM SPACE
SEE NOTE 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
—� CONCRETEANASONRY INSTALLATION
CONCRETE/MASONRY
BY OTHERS 4 1 1/4" MIN,
4° EMBEDMENT
SIGNED:01/0512018
E" ADWSS
Eastern M�SVM. \5 -.1 pi�
EDGE DSITANCE FHOR'r,'=-�- ^_�=- �= , now `` ` ;17war morns noRwa�+a ��.*�C EM'?VERTICAL CROSS SECTION ERIES FWI 1000 ALUMINUM, IMPACT *• o,,BbiONTAL SLIDING WINDOW 74 1/8" X 63" ( r
CONCRETE/MASONRY/NSTALUITION INSTALLATION DETAILS 10; STATE OF •�
NOTES., DRAWN: DWC ND, REV
1. RIOR AND EXTERIOR FINISHES,BYOTHERS, �OtS' ORICP G��w`
/
NOTSHOWN FOR CLARITY V.L.
2.PERIMETER AND JOWTSEALANTBYOTHERS TOBE scALE DATE OB 502E679 A /j7/S/0NA`I��\\\\
DESIGNED INACCORDANCEW/THASTME2112 NTS 04/13/15 5 OF 5
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27713 FL No.: 62514
e34•668-oso9 MomasPMomaVe.m