HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2
A
r I ��
1
.>._... . ..... .e � .M ...
,'K"i'r r �,wits";C"1'.`:r BCIS Home Log In User Registration Hot Topics
Submit Surcharge i Stats&Facts Publications S FBC Staff BCIS Site Map Links s Search
Busines , 1]`
Professi�rrai )usER PumiApproval
Regulation
I n Product Approval Menu>Product or ADDlication Search>Aoplication List>Application Detail
r FL# F 6412 R1
Application Type R
Code Version 2014
Application Status A r d
*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 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetai.com
Technical Representative Timothy 1. 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 fSingle
Subcategory
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 2008
ASTM E 1886 2005
ASTM E 1996 2005
ASTM E 1996 2009
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 8/31/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 06/26/2015
Date Validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/09/2015
Summary of Products
116412.1
Modelr Number or Name Description
176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung
of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-16412 Rt C CAC NI0i.2195.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2018
Design Pressure:N/A Installation Instructions
Other: Design Pressures are as follows: Fin Window 171.16412 Rl 11 08-02538A.pdf
+70.0/-85.Opsf, Flange Window+70.0/-85.Opsf. Maximum Verified By: Louis R. Lomas, P.E. 62514
Size: 54"x 77" Created by Independent Third Party:Yes
Evaluation Reports
FL16412 R1 AE 13-0.3.2.8 09-COMP. Sf
FL16412 Rl AE 13-0328.09 Dupont Sent[yGlac,odf
FL16412 R1 AE 513311A,pdf
FL16412 R1 AE Deceuninck PVC NOA 1.3-1203.02.PDF
Created by Independent Third Party:Yes
16412.2 Series HD2451/Series HD2461 Series HD2451/Series HD2461 Vinyl Impact Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 171..1641.2 R1. C CAC NIO1.1536-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2016
Design Pressure: +65.0/-65.0 Installation Instructions
Other:Maximum Size: 44"x 84", Nailing Fin or Flange 171.16412 R1 11 08_0193.3A.Ddf
Frame Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL16412 R1 AE 512641A..11df
FL16412 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
FL16412 R1 AE NOA 14-0423.17.PDF
Created by Independent Third Party: Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
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 with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under ,
Chapter 455,F.S.,please click here.
Product Approval Accepts:
W rc=� cCh"s 1
scc:uritvmtri-mcs
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 8/31/2015
REVISIONS
REV DESCRIPTION DATE APPROVE.
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS 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. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. 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.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH S ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL. LOCATE ANCHORS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
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, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION 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:06/24/2015
EASTERNARCRITECTURALSYSTEMS 11lIIII
®�® ��5���n EASTERN NETAL SYPPLY \����5 R, yyt,b��ii��
FORTMOYERSTFLOROA-I5
' "` - sooraz-zzoa = 4 F• i
TABLE OF CONTENTS SERIES 176 SH VINYL SINGLE HUNG WINDOW *' D 51 *=
IMPACT 54" X 77" 4-
SHEET NO. DESCRIPTION NOTES .,' TAT OF•��
1 NOTES DRAVIN: DWG N0. REV ��;�-, Al, R',0?
4 — 7 INSTALLATION DETAILS N.G.ANTS DATE 11/17/14 08-02538 18OF 7 A
A, • fJ
REVISIONS
54" MAX FRAME WIDTH
14" REV DESCRIPTION DATE APPROVED
6" MAX MAX O.C. 6" MAX A REVISED INSTALLATION DETAILS 06/23/15 R.L.
6" MAX
f /
Q / HARDWARE SCHEDULE
13"
MAX O.C. A. (4)ASHLAND DUAL KEEPERS(13999)AT KEEPER RAILS"FROM EACH JAMB
/
B. (4)ASHLAND DUAL LOCKS(D2100AUR)AT KEEPER RAIL 8"FROM EACH JAMB
} C. (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB
77 D. (2)CALDWELL TILT LATCH(20F00041)11/2"FROM EACH SASH TOP RAIL CORNER
MAX
FRAME E. (2)CALDWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL
HEIGHT
/ X 1/8" ANN.
Q /
.090" SENTRY GLAS BY DUPONT
3/16" ANN. 1/8" ANN
/ GLAZING BEAD DURA-SEAL
SPACER SYSTEM
6" MAX 1/2
EXTERIOR
O
INTERIOR
SIKAFLEX 552
SERIES 176 SH VINYL SINGLE HUNG WINDOW SETTING BLOCK SEALANT
EXTERIOR VIEW GLAZING DETAIL
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+70.0/-85.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
SIGNED:06/24/2015
EASTERN ARCHITECTURAL SYSTEMSADIVIS \1f I I III
EASTERN MEIALSYPPLY
\���ONOF S1R-Lp7j�i�
NOTES: ® •
IS—.MESTI E \\ . Zi
1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4 A��.., +•�n•.w ,,,•.• FORTMYER$FLORIDA 33912 \ J.��EN•�.q
uow3zuw `� \ S S i
2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4". SERIES 176 SH VINYL SINGLE HUNG WINDOW • 0, 51 +t�
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. IMPACT 54" X 77" `*
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. ELEVATIONS l�1• TAT OF
5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. DRAWN: DWG N0. REV i�'c•• �_C P••��
N.G. 08-02538 A
SCALE NTS DATE 11/17/14 SHEET2 OF 7 ��i2o�/1NAL110
Ar
CONCRETE/MASONRY REVISIONS
_ 2 1/2' MIN. BY OTHERS REV DESCRIPTION DATE I APPROVED
EDGE DISTANCE
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
° a e a
° ° a
•
BUCK
�p ��a a
° 1 1/4" MIN.
a a EMBEDMENT
' 1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
OPTIONAL 1 X BY OTHERS
SEE NOTES 3 - 7 1/4" MAX. °
SHEET 1 a SHIM SPACE OPTIONAL 1X BUCK a 1/4" MAX.
SEE NOTES 3 - 7 ° SHIM SPACE
OSHEET 1
BACKER ROD 3/16" TAPCON 3/16" TAPCON
& APPROVED
SEALANT INTERIOR
° E:]==
a OOC�
J
CD
Q - INTERIOR ° p®
EXTERIOR °
D
N 2 MIN.
EDGE
DISTANCE
�
° ° O o EXTERIOR
BACKER ROD
BACKER ROD & APPROVED
& APPROVED SEALANT JAMB INSTALLATION DETAIL
SEALANT CONCRETE/MASONRY INSTALLATION
O O SILL TO BE SET
IN A BED OF
APPROVED SEALANT
O O
a
1/4 MAX. NOTES:
OPTIONAL 1X BUCK SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEE NOTE 3 - 7 Qua NOT SHOWN FOR CLARITY.
SHEET 12.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
} DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:06/24/2015
a A EASTERNARORRDIVISION
OFLSYsrems \ `11IIIllJ/ /
Eastern
EASTERN METAL SYPPLY \��� `f�. eL,0
• ® A 0.W i{Y V 16341 D
FORT MOVERS,FLORIDA—2 \ti\�\y I-IY(y1�•s'/
d° ° Q • n e n • ..."... w.......».....•.,a..c.. B00-IJ2-2204 ` �I �� i
a ° ° SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 51 *=
IMPACT 54" X 77" -
INSTALLATION DETAILS Oe TAYM
VERTICAL CROSS SECTION BY OTHERS MASONRY DRAWN: DWG NO.
CONCRETE/MASONRYINSTALLATION N.
DATE 08-02538 A s/0NAl.1�����
NTS 11/17/14 6 OF 7 it I
Florida Building Code Online Page 1 of 4
i
� s
.........
MEMSI=U3uz
,)WQu l.ir�d(..('tcryd BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stas&Facts Publications FBC Staff i BCIS Site Map I Links j Search
Business'
Professional 1j% USER PobliccApp
User oval
. .
Regdat;on
Product Approval Meng>Product or Application Search>Application List>Application Detail
FL# EO1
08-R4
Application Type
Code Version
Application Status
*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 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@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 oFixed
Subcategory
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 2008
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2009
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 8/31/2015
Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1.4608 R4 C CAC N1010609.01-Ri-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/31/2019
Design Pressure: +80/-80 Installation Instructions
Other:Maximum Size: 74 1/2"x 72". Frame material to be FL14608 R4 11 08-00559C„)df
rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R. Lomas,P.E.Florida P.E.62514
(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4.AE 5109,186}df
Created by Independent Third Party: Yes
14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.1.4608 R4 C CAC Nf01.187G.01-R1..pdf
Approved for use outside HVHZ:Yes FL1.4.608_R4 C CAC_NIQ.118 8-
R1_,,pclf
Impact Resistant:Yes FL14608 E4 C CAC NI011879.01-R1.pdf
Design Pressure:+80.0/-80.0 FL14608 R4 C CAC N1011879-Rl.pdf
Other: Maximum Size: 72"x 63". Frame material to be Quality Assurance Contract Expiration Date
rigid PVC from Deceuninck North America AAMA Certified 01/31/2017
(DEP-1) Installation Instructions
FL14608 R4 11 08.02294B.i)df
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 34 AE-13-0_32_8.O9 COMP,pdf
FL14608 R4 AE 13-0328.09 Dupont SentryGlas.odf
FL14608 R4 AE 513043B.odf
Created by Independent Third Party: Yes
14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 P,4 C CAC NI011880.01-P,l.pdf
Approvedfo HVH FL14608 R4 C CAC NI011880-R1.pdf
Impact R istant:Yes
FF..14608 R4 C CAC N_1011881..O1-R1.0
Design Pr ssure:+80.0/-80.0 FL14608 Rd C CA1._Nlo.1 81-Rl.n(if
Other: Maxi ame material to be Quality Assurance Contract Expiration Date
rigid PVC from Deceuninck North America AAMA Certified 01/31/2017
(DEP-1) Installation Instructions
FL14608 R4 II 08-02293B.pdf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R4 AE 13-0328 09-COMP.pdf
FI.1.4608 R4 AE 13-0328.09 Dupont SentryGias.pdf
FL14608 R4 AE 51 B42B..g f
Created by Independent Third Party: Yes
14608.8 rSees 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin
dow with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No 11.14608 R4 C CAC N1010610-R1-sioned.pdf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC NI0IQ656-R1_sic til ed,Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 09/30/2019
Other: Maximum Size: 64"x 84". Frame material to be Installation Instructions
rigid PVC from Deceuninck North America AAMA Certified FL14608 R4 II OS-00563C.pdf
(DEP-1) Verified By: Luis R. Lomas,P.E.Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 P,4 AE 510952A.odf
FL14608 R4_AE NOA 1.4-042.3.1.5.PDF
Created by Independent Third Party: Yes
14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange
Window with Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14608 R4 C CAC NI010610.01-R1-sianed.pdf
Approved for use outside HVHZ:Yes FL14608 R4 C CAC N1010656.01-Rl-sioned.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+60/-60 09/30/2019
Other: Maximum Size: 64"x 84". Frame material to be Installation Instructions
rigid PVC from Deceuninck North America AAMA Certified FL.1.4608 R4 11 08-00565C.pdf
(DEP-1) Verified By: Luis R. Lomas,P.E.Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL1h608 R4 AE 510954B..pdf
FL14608 R4 AE NOA 14-0423.15.PDF
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 8/31/2015
REVISIONS
REV DESCRIPTION DATE APPROVED
A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
B REVISED INSTALLATION DETAILS 06/23/15 R.L.
NOTES: 15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16, FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2--
3.
/2"3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. 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.
17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH S ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS O SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD — MINIMUM'SPECIFIC GRAVITY OF G=0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
PROVIDED. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
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 OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #8 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:06/24/2015
EASTERN ARCHITECTURAL SYSTEMS \ "'I"I /
PlIa rq �M` AOIVISION OF 1\, J/�
����V�li� EAST ERN METAL SYP— \��-```S R. LD
® ,MY�MIw,n Mw«H FOR MYERSTIC ��
"""••<•,•'' Feow�z zzoa.—1—12 `V••�`\C+EIV S,�',tP it
TABLE OF CONTENTS SERIES 176 PW FIXED WINDOW *• 0 51 1t
72" x 84" IMPACT HVHZ �y� � rY_
SHEET N0. DESCRIPTION NOTES �7J, TAT OF ty,.
1 NOTES DRAWN: DWG NO. REV iO�Fi9'clpR>.O?G� �
2 ELEVATIONS & GLAZING DETAIL
3 - 5 INSTALLATION DETAILS GAL02/25/14
08-022933B
E NTS DATE 02/25/1 4 SHEEOF 5 ///�I�Ii�IIniL1k�\`\\
REVISIONS
REV DESCRIPTION DATE APPROVED
73 1/4" MAX TIP TO TIP WIDTH A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
72" MAX O.A. FRAME WIDTH B REVISED INSTALLATION DETAILS 06/23/15 R.L.
6" MAX9 1/2" MAX 6" MAX 72" MAX O.A. FRAME WIDTH
I [;--r 0.C. 3" MAX
12 MAX O.C.
6" MAXI 3" MAX
7 1/2" MAX
i
85 1/4" 0.C. / 12" MAX /
MAX / 0.C. /
TIP
TO
TIP
HEIGHT
84"
MAX
84"
O.A.
FRAME MAX
HEIGHT O.A.
FRAME
HEIGHT
/ I
6" MAX
3" MAX
SERIES 176 PW FIXED WINDOW }
FRAME INSTALLATION SERIES 176 PW FIXED WINDOW
1" EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING FIN INSTALLATION
EXTERIOR VIEW
3/16" HS +80.OPSF LARGE
MISSILE IMPACT
.090" SENTRYGLAS BY DUPONT MISSILELEVELD,WIND ZONE4 AND HVHZ SIGNED:06/24/2015
EASTERNAA DIVISION OF SYSTEMS 11'I III
3/16" HS {---I 3/16 HS WP- ,EaSternEASTERNMIETALSYPPLYGLAZINGFORT MYERS.FLORIDA-12BEAD 1 r.•�\ S�,EP ��
1/2" BITE SERIES 176 PW FIXED WINDOW *• 0 51 *=
OUANEX DURASEAL72" x 84" IMPACT HVHZ k�
SPACER SYSTEM } ELEVATIONS & GLAZING DETAIL �� 5 ��
'qs, TAT OF
SIKA 552DRAWN: DWD NO. REV �i/-FS,c�OR��P
SETTING BLOCK GLAZING DETAIL V.SCALE DATE 08-02293SEB /�/MONALy ����\
NTS 02/25/14 2 OF 5
41
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
BY OTHERS °° c B REVISED INSTALLATION DETAILS 06/23/15 R.L.
a 1 1/4" MIN.
OPTIONAL IX BUCK ° n EMBEDMENT
SEE NOTES 3-7 SHEET 1 ° 1 1/4" MIN.
' EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
APPROVED SEALANT
BEHIND FLANGE 1/4 MAX. OPTIONAL 1X BUCKo v 1/4" MAX.
�-1 SHIM SPACE SEE NOTES 3-7 SHEET 1 SHIM SPACE
LJ 3/16" TAPCON 3/16" TAPCON ° oa
INTERIOR
v �
° 00
°
0
0
1d
EXTERIOR INTERIOR 2 MIN.
2 e a��
EDGE
DISTANCE
°
APPROVED SEALANT EXTERIOR
BEHIND FLANGE
3/16" TAPCON JAMB INSTALLATION DETAIL
(� CONCRETE/MASONRY INSTALLATION
APPROVED SEALANT J
BEHIND FLANGE
F� Q 1/4° MAX.
OPTIONAL 1X BUCK p r SHIM SPACE NOTES:
SEE NOTES 3-7 SHEET 1 u + 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
} 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS a ° SIGNED:06/24/2015
°a
° a 1 1/4" MIN. EA8TERN ARCOTECTURAL SYSTEMS
°a° ° EMBEDMENT ®is �—�'��y�� EAST A DIVISION OF
RNME—SYPPLYIIL
° d
BOW MY
EINSFORN))94 GEN,9
i
V
° SERIES 176 PW FIXED WINDOW 4TMTF��,�,:2 1/2" MIN. 72" x 84" IMPACT HVHZEDGE DISTANCE FLANGE FRAME INSTALLATION DETAILS � ti
VERTICAL CROSS SECTION DRAWN: DWC N0. ---TREE
EV �i��'P�s,c<pR>OP
CONCRETE/MASONRYINSTALLATION SAV.LE NTS DATE 02/25/14 08-0
E�430F 5 B ////sIo111AIL1��\\\\
1