HomeMy WebLinkAboutProduct Approval (3) rage i oz s
.
SEP 17
FSCIS Home 1 Lop In i i user Registration Hot Topics Submit Surcharge Stats s Facts Publications : FBC staff . BCIS Site Mao I units Search
l�n��Q°pdRm ij�
3usinesk¢d.�; �I i
Professillnai E7 PraducticUser i
USER:Public User
i
Regulation ,
ProdpCt Approval Menu>Product or Application Search>Application U5 >APPIltatlon Detall
« FL#
Application Type Revtol +
Code Version1 r °
Application Status A ¢roved`
r4 lei
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archlved
i
n ��,...
Product Manufacturer Easter. itectural "ayit5
Address/Phone/Email Y634x4D rc ce Ave" ., a
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy 1.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance;Representative
Address/Phone/Email
I
Category
Subcategory i rrig a r,
y"h- _
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 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
h4://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/8/2015
.a,a5v v v+ ✓
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted'; 10/30j2014
Date Validated 06/05/2015
Date Pending FBC Approval
Date Approved 06/14/2015
Summery of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for!use In HVHZ:No FL14604 R3 C CAC NI006177.01-114-signed.pdf
Approved foriuse outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-R2-sianed.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R3 II 08-02477.odf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 513233.pdf
Created by Independent Third Party:Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1010607-R2-sianed.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12131/2019
Design Pressure: +50/-50 Installation Instructions
Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14 04 R3 ii 08-005568.odf
Max.Vent Size: W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 510945.pi f
Created by Independent Third Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FI-14604 R3 C CAC NI010813-R2-signed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
1 Impact Resistant. No 04/30/2020
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size:W-54"H-72" FL14604 R3 iI 08-00558B.odf
Max.Vent Size:W-50.38"H-35.13'Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E.Florida P.E.61514
I.G. Created by Independent Third Party:Yes
Evaluation Reports
1`1.14604 R3 AE 510947A.Odf
Created by Independent Third Party:Yes
14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
Nailing Fin
Llmits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1012533-R1-signed odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max. Frame Size:W-48"H-72" FL14604 R3 fI 08-005626.Odf
Max.Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Laminated IG Created by Independent Third Party:Yes
Evaluation Reports
E 14604 R3 AE 510951 odf
FL14604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
http://www.floridabuilding.o'rg/pr/pK-_apn dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7n12015
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANCE 03/04/09 R.L.
B REVISED PER NEW CERTIFICATION 08/20/14 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
RESPONSIBILITY OF THE ARCHITECT OR ENGINEEROFRECORD. LOCATE E AN LENGTH TO ACHIEVE 3 THREADS MINIMUM-BEYOND STRUCTURE INTERIOR WALL.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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 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, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS,
S. 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 ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION 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.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS 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:08121/2014
1111111/1
.am�EaS#ern sAsroa \tJ`S l l �O y err
OWO MVARM ROAD
•,,r�.y%(',ENy+� S r�
TABLE OF CONTENTS SERIES 1441 VINYL SINGLE HUNG ll
* s(0654 X 72J*O y�
SHEET N0. DESCRIPTION NOTES ��• fiAT OF
1 NOTES DRAWN: DWG NO. REv ���FS,CORI�Q G��\ti
2 ELEVATION lA.M
scAEE DATE 08-00558 B
3 — 5 INSTALLATION DETAILS NTS 7/29/08 1 OF 5
AlL
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
53 1/2" MAX. FRAME WIDTH
B REVISED PER NEW CERTIFICATION OBj20/i4 R.L.
6" MAX. t4" 6" MAX.
MAX. O.C.
6" MAX.
B" MAX
t
72"
MAX.
FRAME
HEIGHT
32 1/2"
MAX.
D.L.O.
5" MAX.
L48 1/2" MAX. D.L.O.
SERIES 1441 VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING I IMPACTRAT7NG
f50.0PSF NONE
RP
11111111/
IN
EasternWIRPNA `,J`g R. t 06//Z
,QWDB.VARM RCND
eoRr wee.gOwa.uw� `r••v\GENSF,tP i
SERIES 1441 VINYL SINGLE HUNG _*�•f/,/,��0 6 *=
Sd X 72 +o�{ y�C�l6»tet
ELEVATION ��f• TAT OF a(�'`
DRAWN: DWO NO. REV yts;CC OR IDV-Gam"";
0$-00558
sDALE NTS DAre 7/29/08 �20F 5
REVISIONS
1/2* MIN. DESCRIPTION DATE APPROVED
EDGE DISTANCE
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
WOOD FRAMING B REVISED PER NEW CERTIFICAMON 08/20/14 R.L.
OR 2X BUCK 1 3/8" MIN.
BY OTHERS EMBEDMENT
BACKER ROD
& APPROVED SHIM SPACE
SEALANT
#10 WOOD SCREW 1 3/8" MIN. {{{--- 1/4" MAX,
EMBEDMENT SHIM SPACE INTERIOR
I -
1/2" MIN.
EDGE DISTANCE
MIN.
#10 WOOD
INTERIOR SCREW
C3
1 G
D WOOD FRAMING
i
EXTERIOR OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
fT wooD FRAMING OR 2X BUCK INSTAL-LATION
X10 WOOD
SCREW
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
WOOD FRAMING 1 3/8- MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
T
VERTICAL CROSS SECTION
Eastern
R..L 04,�/
llii
WOOD FRAMING OR 2XIBLICKINSTALLATION �'��' .
aomwv
HUNG
5mq �ilo
E IV
SERIES 1441 VINYL SINGLE HUNG
5
54 X 72 RM
NOTES: INSTALLATION DETAILS -4'Ai OF '446r=
Y.IffffRIOR AND Ex'TERIOR FINISNES�BY OTHERS, �:73-)... A ' U�z
NOT SHOKIV FOR CLARITY DRAWN; DWG NO, REV
DESIGNED
AND JOINT SEALANT BY OTHERS TO BE
A.M 08-005
DES(GIVEDWACCORDANCEW[THASTME2112 "171111 NAL
I SCALENTS 1- 7/29/08 ISHM3 OF 5 111110\
41
REVISIONS
REV DESCRIPnON DATE APPROVED
METAL A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
STRUCTURE B REVISED PER NEW CERTIFICATION 08/20/14 R.L.
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
X10 SMS OR INTERIOR
SELF DRILLING 3/8" MIN.
SCREW EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL p
EXTERIOR 0 INTERIOR STRUCTURE
BY OTHERS
D EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
(SELF
SMS OR
DRILLING
EW
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
M ETA:
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
�►'���C OQ10Mv1ANARUN Eastern .I.L,o(i
ii
wR.u.m,.nam.au `�,••�,�CENS tP��
NOTES., SERIES 1441 VINYL SINGLE HUNG *• o *=
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 54 X 72 �
NOTSHOWNFOR CLARITY. INSTALLATION DETAILS •�_
2.PERIMETER AND JOINT SEALANTBYOTHERS TOBE TATE OF ..Q:
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAwN. DWG No. REv ij ,•ZORM
SCALE NTS "ATE 7 29 08 0800480F 5. B �7Sj�NAZ1Ea���\
Ar
REVISIONS
2 1/2" MIN. REV DESCRIPnON DATE APPROVED
EDGE DISTANCE
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
CONCRETE/MASONRY8 REVISED PER NEW CERTIFICATION 08/20/14 R.L.
BY OTHERS A
1 1/4 MIN.
OPTIONAL IX BUCK EMBEDMENT 1 1/4" MIN.
SEE NOTES 3 - 7 EMBEDMENT
SHEET I
CONCRETE/MASONRY
FI 1/4'7 MAX BY OTHERS
BACKER ROD Q SHIM SPACE 1/4- MAX.
& APPROVED OPTIONAL 1X BUCK
SEALANT SEE NOTES 3 - 7 • SHIM SPACE
SHEET I
3/16- TAPCON 3/16" TAPCON INMRIOR
2 1/2"
MIN.
EDGE
DISTANCE
EXTERIOR WTERIOR BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
BACKER ROD 3/16" TAPCON
APPROVED
SEALANT
1/4" MAX. NOTES:
OPTIONAL IX BUCK SHIM SPACE I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEE NOTE 3 - 7 NOTSHOWNFORCLAR17Y
SHEET 1 1 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE
CONCRETE/MASONRY 4 14 EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112
4 A--
BY OTHERS 1 1/4' MIN. t, N
Eastern s�\� ll..Lo
fi
'4
F
54 X 72
SERIES 1441 VINYL SINGLE HUNG
INSTALLATION DETAILS
2 ATPOF
�1//�2 MIN.
EDGE DISTANCE 0.
DRAWN:
VERTICAL CROSS SECTION z �ZORI
1 110, R
A.M 08-00558
CONCRETEWASONRY INSTALLA77ON I ",�/'%IYAL
SME NITS 1— 7/29/08 sof 5