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FL# FL17162-R4 FILE
a -
Application Type Editorial Change
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commissi
Rhh
EbEIVS-0
Comments JAN
�y
Archived (Q JAN 2 2 2020
Product Manufacturer Eastern Architectural Systemsj ST. Lucie County, Permitting.
Address/Phone/Email 16341 Domestic Ave,
Ft, Myers, FL 33912
(800)432-2204 Ext 4305
jfle§her@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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 2011
ASTM E1886 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
httpsl/www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvCc3EapiliBUR%2bf%2fkczkvZFSg5TOZfuWAlkmGJUVWMw%3d%3d 1/2
1!16/2020 Florida Building Code Online
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/19/2018
Summary of Products
FL# I odel,Number or Name. Description
17162.1 eries 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB
Vindow with PVB interlayer interlayer.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17162 R4 C CAC N1012095-Rl.pdf
Approved for use outside HVHZ:Yes FL17162 R4 C CAC NI012096-Rl.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+85.0/-90.0 05/31/2024
Other:Maximum size of 120"x 48"at+70.0/-70.0 Maximum Installation Instructions
size of 48"x 54"at+85.0/-90.0 GLASS INTERLAYER COMPLIES FL17162 R4 II 08-023108 .pdf
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Verified By: Luis R. Lomas, P.E. 62514
ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party: Yes
Evaluation Reports
FL17162 R4 AE 513067B,pdf
Created by Independent Third Party: Yes
r- 1
x17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with Sentryglas
}! Window with Sentryglas interlayer interlayer
I Limits of Use Certification Agency Certificate
Approved foP use in HVHZ:Yes FL17162 R4 C CAC NI012094,01-Rl.pdf
Approved for use outside HVHZ:YesI FL17162 R4 C CAC NI012094-R2.pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +100.0/-100.0 1 05/31/2024
Other:Insulated Impact Glazing Type A: +95.0/-100.0 Impact Installation Instructions
Only Glazing Type B: +100.0/-100.0 GLASS INTERLAYER FL17162 R4 II 08-02309B .pdf
COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R. Lomas, P.E. 62514
BUILDING CODE ACCORDING TO MIAMI-DADE FOR KURARAY Created by Independent Third Party:Yes
INTERLAYERS Evaluation Reports
FL17162 R4 AE 513066B.pdf
Created by Independent Third Party:Yes
E9 Hid
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4874824
The State of Florida is an AA/EEO employer.Copyright 2D07-2013 Stale 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 mall.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 emalls
.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.lb determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
I � C�edrptC�rd
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapillBURa/o2bfT%2fkczkvZFSg5TOZfuWAlkmGJUVwMwo/o3d%3d 212
NOTICE OF PRODUCT CERTIFICATION
k hi CERTIFICATION NO: N1012096-R1
DATE: 08/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
CODE: 1783-1
REVISION DATE: 04/29/2018
F7><tx as
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. .Please review and advise NAM1 if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series "3000" Aluminum Flange Frame
16341 Domestic Avenue Fixed Window
Ft. Myers,FL 33912 Configuration: O
Glazing:Monolithic-3/16"Heat Strengthened Glass/0.090"
DuPont PVB Interlaycr/3/16":Heat Strengthened Glass or
1G-3/16"Annealed Glass/Laminate-3/16"Heat Strengthened
Glass/0.090"DuPont PVB Interlayer/3/16"Heat
Strengthened Glass
Frame: W-1219mm(48") H-13 72mni(54")
DLO: W-1181mm(46.5") 11-1333mm(525')
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG851219 x 1372 (48 x 54)-FW
AAl°.^lA 506-11 Design Pressure: 4069 Pa(85 nsf)
ASTM E1886-05/T1996-09 Negative Design Pressure: 4309 Pa(90 psI)
TAS 2®112®212®3-94 Water Penetration Resistance Test Pressure:718 Pa(15.00 pso
Wind Zone 4 -Missile Level D
Large Missile Impact Rated
Product Tested By: Certified Testing Laboratories, Inc.
Report No: CTLA 3010W-3/CTLA 3010W-3A CTLA 3010W-1/CTLA 3010W-1A
Expiration Date: Mav 31,2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
N ANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804) 684-5122
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 5130678
434-688-0609
rllomasolrlomaspe.com
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
Ft.Myers,FL 33912
Product Line: Series 3000 Aluminum Flange Frame Impact Fixed Window—HVHZ-PVB
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 Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02310 Revision B, prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:CTLA 301 OW-2&-3 signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando, FL
TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 15.Opsf water penetration (120"x48")
+85.0/-90.Opsf design pressure, 15.Opsf water penetration (48"x54")
TAS 203-94 Cyclic Pressure loading±70.Opsf(120"x48")
+85.0/-90,Opsf(487'x54")
3. Report No.:CTLA 301 OW-2A&-3A signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando, FL
AAMA/WDMA/CSA 101/I.S.2/A440-11
Design pressure: ±70.Opsf(120"x48")
+85.0/-90.Opsf(48"x54")
Water penetration resistance 15.Opsf
ASTM El 886-05 and ASTM El 996-09
ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,±70.Opsf(120"x48")
+85.0/-90.Opsf(48"x54")
.4. Anchor calculations, report number 513067-1A, prepared,signed and sealed b�Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: ±70.Opsf(120"x48")
+85.0/-90.Opsf(48"x54")
• Maximum unit size: 120"x`48"and 48"x 54"
• Units must be glazed per ASTM E1300-04/09,according to glazing details in approval drawing.
• 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 aluminum.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02310
' Revision B. `X�>>rt
Certification of Independence: \ JXS
Please note that I don't have nor will acquire a financial interest in any company 1, .• Ci J� '•'Q !,�
manufacturing or distributing the product(s)for which this report is being issued.Also, I ti ^" i� •� .
don't have nor will acquire a financial interest in any other entity involved in the approval Z. x0,
process of the listed product(s).
4F • ,�,
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
01/10/2018
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES: 15. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 14" SMS ORSELF DRILLING SCREWS
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT,
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED 18. MANUINSTAFACTURLATIONER'S
ANCHORS SHALL BE INSTALLED IN ACCORDANCE HALWITANCHOR
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 .048" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY
6. WHERE 1X BUCK IS NOT USED DISSIMILAR 'MATERIALS MUST BE SEPARATED WITH APPROVED 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
COATING OR MEMBRANE. SELECTION OF COATING OF! MEMBRANE IS THE RESPONSIBILITY OF SHALL IJOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
THE ARCHITECT OR ENGINEER OF RECORD. IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. 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.
1D. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REGUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING 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:01/18/2018
ERS EIUIMCXrtErTURA -SIM RJ1111111
�• ��� fPr�! 16311 OOAeE9TIL Y1: 1vM• \\N -S
%'�/
FORT IAVER9 1
�u T11 'v v�CENS s
SERIES 3000 ALUMINUM FLANGE FRAME " 5
IMPACT FIXED WINDOW — HVHZ — PVB b L _—
NOTES TAT MF`
TABLE OF CONTENTS
SHEET NO. DESCRIPTION JRL u:L.
No. OB-02310 RB ✓���sS%0 R, tZG� `\
1 NOTES SCALE NTS DATE 07/2.4/14 SHEET 1 OF 5NALV�_-
2 — 3 ELEVATION AND GLAZING DETAILS L.ROBERTO L0114A P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE NO 27023
4 - 5 INSTALLATION DETAILS 439-666-0600 d/omasCllomaspo.com FL NO.: 62514
REVISIONS
120" MAX FRAME WIDTH—
REV DESCRIPTION DATE APPROVED
4" MAX A REVISED INSTALLATION DETAILS 06/22/15 R.L.
4° MAX B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
-
4" MAX— — 4" MAX 48' MAX FRAME WIDTH
B"
6" i X I—} 0 C MAX 6' MAX 6" MAX 12" MAX O.C. 6" MAX
6" MAX I r
/ 6" MAX
12" MAX T
D.C.
48"
MAX / 46 1/2-
FRAME
HEIGHT D.L.O. 54" 52 1/2'
MAX MAX
/ FRAME
HEIGHT D.L.O.
A
6" MAX 10 1/2" �\
6 MAXI O.C.
6" MAX I —1 MAXI—
O.C. }" MAX �- 4" MAX 6° MAX
— 4" MAX
1/2" MAX D.L.O.—
4" MAX
117 1/2- D.L.O.
DESIGN PRESSURE RATING IMPACT RATING
DESIGN PRESSURE RATING IMPACT RATING
0%90
+85. .OPSF LARGE
±70.OPSF LARGE SERIES 3000 PW FIXED WINDOWMISSILE IMPACT
MISSILE IMPACT EXTERIOR VIEW
MISSILE LSVEL D,WIND ZONE 4 AND HVHZ
MISSILE LEVEL D.WIND ZONE 4 AND HVHZ
SIGNED:01/18/2018
, EASTERN PACNREGIURAL SYSTEMS `7111'I1/,
��- ACIVCY]µN OF �� �•
■ t61u00MES-AEE J\
FO .�1qi!�,,
RT MVER^..fl11AlZ
EN
SERIES 3000 ALUMINUM FLANGE FRAME �� 0 5 • �'
IMPACT FIXED WINDOW — HVHZ — PVB ( ,C�ry47
ELEVATIONS TATE OFT
DRAWN: DWG N0.
J.L. OB-02310 Ell ��/sSjf�C�G���`
SCALE NTS JDATE 07/24/14 sHEEr2 OF 5 7!7711N'A1liO, '
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0605 lflo.asCd I=aspoxo-
REVISIONS
1 1/32 1 1/32"
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
3/16" ANN— 3/16" HS 3/16" TEMP— 3/16" HS g REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
090 PVB BY KURARAY ,090 PVB BY KURARAY
WEDGE GASKET WEDGE GASKET-
2541 BY MPI 3/16" HS 2541 BY MPI 3/16" HS
FPVC 65 DUROMETER DURASEAL FPVC 65 DUROMETER DURASEAL
SEETING BLOCK (30096) SPACER SYSTEM SEETING BLOCK (30096) ' SPACER SYSTEM
85 DUROMETER BY QUANEX 85 DUROMETER BY QUANEX
BY CENTRAL RUBBER STRUCTURAL SEALANT BY CENTRAL RUBBER STRUCTURAL SEALANT
EXTRUSIONS SIKAFLEX 552 EXTRUSIONS SIKAFLEX 552
EXTERIOR I INTERIOR EXTERIOR I INTERIOR
3/4" BITE 3/4" BITE
GLAZING DETAIL A GLAZING DETAIL A
WHEN USED OUTSIDE THE HVHZ WHEN USED IN THE HVHZ
7/16"
3/16" HS—
WEDGE GASKET 090 PVB BY KURARAY
2541 BY MPI r 3/16" HS
FPVC 65 DUROMETER
SETTING BLOCK (30096)
85 DUROMETER STRUCTURAL
BY CENTRAL RUBBER SEALANT
EXTRUSIONS SIKAFLEX 552
EXTERIOR J�
3/4" BITE
INTERIOR
GLAZING DETAIL B r,
SIGNED:01/18/2018
_ f�'� EA`�`tERtI MCHrtEClURP19v9TEm5 aI'�11F
`�• ��t��� (��4 tAlt IMG N.SLimt" \��\�C�., R b
FORI FORi vdvERa.lL]'J13 EN
� �. w�ee.. a oa � wiw+z-zzw � v •~`C s�_ � ✓I.
SERIES 3000 ALUMINUM FLANGE FRAME � 0RIM
IMPACT FIXED WINDOW — HVHZ — PVB (�GLAZING DETAILS y0 TAT 'j 4
DRAWN: DWG NO. REV �i�'`�`•'Lgp>,DP'% ��
J.L. 08-02310 B ifisSj
scAEE NTS DATE 07/24/14 SHEET3 OF 5 !//jl •NA ``����
L.ROBER'fO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RO LEWISVILLE NO 27023
434-688-0605 rllomas@IAomaspo.com FL No.: 62514
5/8" MIN.
REVISIONS
EDGE DISTANCE 5/8" MIN. REV DESCRIPTION DATE APPROVED
WOOD FRAMING METAL EDGE DISTANCE A REVISED INSTALLATION DETAILS 06/22/15 R.L.
OR 2X BUCK STRUCTURE
BY OTHERS >41 7/16" MIN. BY OTHERS B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EMBEDMENT
1/4" MAX.
SHIM SPACE
1/ MAX
APPROVED 1/4" MAX. APPROVED SHIM SPACE 5/8" MIN. I
SEALANT SHIM SPACE SEALANT EDGE DISTANCE INTERIOR
BEHIND FLANGE BEHIND FLANGE '
14" SMS OR
#14 WOOD SELF DRILLING 14" SMS OR
SCREW
SCREW SELF DRILLING
SCREWS
METAL —�
STRUCTURE
BY OTHERS EXTERIOR
APPROVED SEALANT
BEHIND FLANGE
INTERIOR EXTERIOR LLLINTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
EXTERIOR 1 7/16" MIN. 1/4" MAX.
EMBEDMENT 1 r SHIM SPACE
5/8"I MIN.
EDGE DISTANCE INTERIOR
T
#14 WOOD 14" SMS OR #14 WOOD
SCREW SELF DRILLING SCREW
SCREW
APPROVED APPROVED WOOD FRAMING EXTERIOR
SEALANT MAX SEALANT OR 2X BUCK
BEHIND FLANGE / rSIHIM"SPACE BEHIND FLANGE 1/4" MAX. BY OTHERS APPROVED SEALANT
MY SHIM SPACE BEHIND FLANGE
WOOD FRAMING METAL JAMB INSTALLATION DETAIL
OR 2X BUCK 1 7/16" MIN STRUCTURE WOODFRAMINGOR2X`BUCKINSTALLATION
Tr
BY OTHERS EMBEDMENT BY OTHERS SIGNED 01/18/2018
5/B" MIN.
----�I EA4iERN M�MrtECENRAL 9Y9iEM5 ��'Illll
5/8., MIN.
EDGE DISTANCE r�Ci AON61uHu ,11 IIf'
EDGE DISTANCE N
p R of ocx+E�src m��
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION �
WOOD FRAMING OR 2X BUCK INS TA LLA TION SERIES 3000 ALUMINUM FLANGE FRAME *• F
IMPACT FIXED WINDOW - HVHZ - PVBFLANGE INSTALLATION DETAILS ice` TATOF:
i0* ��.
NOTES:
DRAWN: DWG N0. REV '��*,, k[OR1Q�";r�'�'�~` -
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. J.L. 08-02310 B NALSaG``�
NOT SHOWN FOR CLARITY. SCALE NTS DATE 0724/14 SHEET 4 OF 5 ���1N,111111
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTOLOMASP,E. LUIS R. Lomas P.E.
1432WOODFORDROLEWISVILLE,NC27023 FL No.: 62514
434-666-0609 dfom9s0l Iomasoe.com
2" MIN. REVISIONS
EDGE DISTANCE �I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/75 R.L.
BY OTHERS B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
1 1/4" MIN.
• a
OPTIONAL 1X BUCK ° `a• EMBEDMENTo 1 1/4" MIN.
SEE NOTES 3-7 SHEET 1 °
{ EMBEDMENT
4
CONCRETE/MASONRY
1/4" MAX -BY OTHERS v
APPROVED SHIM. SPACE ° _ 1/4" MAX.
SEALANT OPTIONAL 1X BUCK a — SHIM SPACE.
BEHIND FLANGE SEE NOTES 3-7 SHEET 1 `<
• - o
1/4" TAPCON 1/4"TAPCON
INTERIOR
137
IIrT, v •."
I o..
2,.
:.a
MIN. "
EXTERIOR INTERIOR EDGE
DISTANCE a c
_ — EXTERIOR
o a APPROVED. SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
1/4" TAPCON - CONCRETEIMASONRYINSTALLA77ON
APPROVED
SEALANT
NOTES:
BEHIND FLANGE 1.INTERIOR AND EXTERIOR FINISHES,I�iYOTHERS,
1/4" MAX: NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTES 3-7 SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112
�, - SIGNED 01/18/2018
a. °
CONCRETE/MASONRYL �c ,y� snsleanucNrreu�uaasrsreNs \�
Lb�fif
BY OTHERS a
rarer00VES nE
\\t.��J-.
a 1 1/4" MIN. �r�. "a,^ " �, PgL32YFRw9 fL 913 '`V� ���NVa�
EMBEDMENT " '� rr
° a SERIES 3000 ALUMINUM FLANGE FRAME * o b
IMPACT FIXED WINDOW — HVHZ — PVB ( O?
FLANGE INSTALLATION DETAILS STATE OF
D
2" MIN. DRAWN: WG NO. REV
I^ EDGE DISTANCE SCALE DATE 08 502E310 a L��iiss�ONAI Ea6\\
NTS 07/24/14 5 OF 5
VERTICAL CROSS SECTION L ROBERTO LOMAS P.E.
CONCRETE/MASONRYINSTALLATION 1432WOODFORDRDLEWISVILLE•NG27023 Luis R. Lomas P.E.
434-M-0609 I1c.3SLaW0m Sp&x0., FL No.: 62514