HomeMy WebLinkAboutProduct Approval (2) �4 - 23
irida Buillng Code Online
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Product Approval
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Product Aovroval Menu>Application Detail
FL# FL17162-114
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 Commission if necessary.
€
Comments
Archive 13
d
>, Product Manufacturer Eastern Architectural Systems
r
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
fesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
�Ali F a r
({[ I., ,A � Category Windows
�
a , " Subcategory Fixed
jxs x 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
PIK ASTM E1996 2009
• TAS 201 1994
3� TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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https:/h��titiv.floridaUnilding.orb/pr(pr_app_tl.aspx7param=wGEVXQwtDgvCo3EapiliBUR%2bfl%2flcczkv7.FSg5TOZfuR'AIkmGIUVwMw%aid%3d[7!1/202010:30:29AM]
' I
33��� i
I?orida Building Code Onluie
Product Approval Method Method 1 Option A
rswn! Date Submitted 06/12/2018
r
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/19/2018
77
Number or'Name Description "
17162.1 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB
S<t Window with PVB interlayer interlayer.
¢a I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17162 R4 C CAC NI012095-R1,pdf
Approved for use outside HVHZ:Yes FL17162 R4 C CAC NI012096-R1.Ddf
'ili
t Impact Resistant:Yes Quality Assurance Contract Expiration Date
; z Design Pressure: +85.0/-90.0 05/31/2024
w ; Other: Maximum size of 120"x 48"at+70.0/-70.0 Maximum Installation Instructions
z, size of 48"x 54"at+85.0/-90.0 GLASS INTERLAYER COMPLIES FL17162 R4 II 08-02310B .Pdf
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Verified By: Luis R. Lomas, P.E. 62514
s, ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Created by Independent Third Party:Yes
w Evaluation Reports
FL171.62 R4 AE 513067B.Ddf
s Created by Independent Third Party: Yes
d`17162 2 S,erles 3000 Aluminum Impa Serle rt Fixe , s�3000�Alpminum Impact Fixed Window with Sentryglas,
Window with Sentryglas i3�terlayer Interlayer
Limits of Use Certification Agency Certificate
Approved:for usd.:in HVHZ Yes 4
Approvea. use outside°HVHZ Yes ' FL17=1�62„R4'C CAC NI01"2094 R2 '�
.ImpactResistant-Yes •- ;, Quality Assurance Contract Expiration Date
e Design'Peessuee ;+100 o/-100 0 ° 05/31/2024
gyp} Other Insulated Impact Glazing Type A ,+95 0/ 100 0 Impact InstalWtion.,Instructions . d
„t
'I,
Glazing Type B`.+100.0/ 100:0'GLASS�„INTERLAYER , FL17.162 R4 II 08-02309B"
- COMPLIES WITH THE REQUIREMENTS OFTHE,FLORIDA Verified By: Luls.R.,Lomas, P.E. 62514
Ot
i BUILDING CODE ACCORDING`TO MIAMI DADE FOR KURARAY '' Created by Independent Third Party Yes
INTERLAYE�RS e „ Evaluation Reports e '�; „
FL17162 R4 -AE 5130668 dam,
Created by,IniiependentThird Party Yes
"er, Sa
4«
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Contact Us::2601 Blair Stone Road.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.
V,I' -� Product Approval Accepts:
}Cr O t Card` "
i
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i
https:/I%v iNiv.floridabuilding.org!pr/pi_app_dtl.aspx?param=wGEVXQwtDgvCo3EapiliBUR%2bfl°/"2fl czkvZFSg5TOZfuWAIkmGJUVwMiv`/wd%3d[7/ll2020 10:30:29 AM]
NOTICE OF PRODUCT CERTIFICATION
ERI�Fp
CERTIFICATION NO: NIO12096-RI
DATE: 08/19/2014
CERTIFICATION PROGRAM: Structural
"
COMPANY: Eastern
CODE: 1783-1
REVISION DATE: 04/29/2018
To verify that the'Notice of Product Certification"is valid,please visit www.NAWCertification.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 iabel must be applied to the product to claim
certifcation status. Please review and advise NAMI 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 Interlayer/3/16"Heat Strengthened Glass or
IG-3/16"Annealed Glass/Laminate-3/16"Heat Strengthened
Glass/0,090"DUP-ont PVB Interlayer/3/16"Heat
Strengthened Glass
Frame: W-1219mm(48") H-1372mm(54")
DLO: W-118Imm(46,5") H-1333mm(52.5")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG85 1219 x 1372(48 x 54)-FW
AAMA 506-11 Design Pressure: 4069 Pa (85 pst)
ASTM E1886-05/E1996-09 Negative Design Pressure: 4309 Pa(90 pst)
TAS 201/202/203-94 water Penetration Resistanee 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-IA
Expiration Date: May 31,2024
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT 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.
Lev-risville.NC 27023 Report No.: 513067B
434-688-0609
rtioiiias@lrlomaspe.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 61 G20-3.005 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 3010W-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")
+85.01-90.Opsf(48"x54")
3. Report No.:CTLA 3010W-2A&-3A signed and sealed by Ramesh Patel P.E.
Certified Testing Laboratories,Orlando, FL
AAMA1WDMA/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 E1886-05 and ASTM E1996-09
ASTM E18861 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 by 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 El300-04/09,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��`11IIII/lj��/
Certification of Independence: \\\\
Please note that I don't have nor will acquire a financial interest in any companyJ.• •� N'• ••q %
manufacturing or distributing the product(s)for which this report is being issued.Also, I ` v• �.� S� •�
don't have nor will acquire a financial interest in any other entity involved in the approval •.
process of the listed product(s). _ *, 0 5'I •
tom. - TAT OF
1ss�ONAI.
IIILlll1
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
01/10/2018
I
RVOSIONS
REV DESCRIP110N DATE APPROVED
- - - --------- - - - -A R[VISrD 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 HVH7. EDGE 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 FRAME INTO METAL STRUCTURE USE 14" SMS OR SELF DRILLING SCREWS
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
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.
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 .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 OR MEMBRANE IS THE RESPONSIBILITY OF SHALL NOT 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.
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 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 REQUIRED 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:0111812018
e a EaSTERMARCe41[I.lUfL+1515i[G,9 tiT11/
q/ wnicrcE alien J GEN q/ir;
i:�^^ •^^�� � __^ enonzzzza `ti �\, S�:tP--.
SERIES 300E ALUMINUM FLANGE FRAME *' *:
IMPACT FIXED WINDOW — HVHZ — PVB
NOTES TAT OF
TABLE OF CONTENTS DRAWN: DwD No. RLv j�'``F`"c1pR10P
SHEEP NO. NOTES DESCRIPTION SCALE NTS °ATE 07/24/14 08 SHEET 10 OF 5 B NAt ? ��`
2 - 3 ELEVATION AND GLAZING DETAILS I..ROBERTO LOMAS P.E.
1432 WOODPORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
4 — 5 INSTALLATION DETAILS 434-688-0609 n/omasCatrlomaspe.com FL No.: 62514
120" MAX FRAME WIDTH REVISIONS
REV DESCRIP71014 DATE APPROVED
- 4" MAX- _ _ _ _ -. _ _ A - REVISED INSTALLATION DETAILS _ - 06/22./15, R.L. -
4" MAX 8 REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
4" MAX — 4" MAX --q.g" MAX FRAME WIDTH -
6" MAX 8" MAX
i "� I� 0 C. I` 6" MAX 6" MAX 12" MAX O.C. 6" MAX
6" MAX I —---- —-
\
f 6" MAX
12" MAX \
48" \
MAX 46 1/2"
FRAME MAX
HEIGHT D.L.O. T
I 52 1/2"
/
\ MAX
D.L.O.
6" MAX /2" \
O.C.6" MAX {\I MAX l� AX
O.C. 4" MAX--{ - �--4" MAX T
4" MAX 146 1/2" MAX D.L.O.
4" MAX
117 1/2" D.L.O.
C7MIS!SILE
URE RATING IMP5HVHZ )
DESIGN PRESSURE RATING IMPACT RATING
.OPSF
MOPSF LARGE SERIES 3000 PW FIXED WINDOW MIS
MISSILE IMPACT EXTERIOR VIEW
VEL D,WIND ZpNE 4
IAISSILE LEVEL D,WIND ZONE 4 AND HVHZ
SIGNED:0111812018
EASTLRN AHJOTELTURAt SYSTEMS Jf
IeUl
T'A Ve DOMOMAVE
FORTNM3FLJ."WIZ ���`�� GEN[��••!^/l�if.
woe w a wwo eww POUARJ2G
SERIES 3000 ALUMINUM FLANGE FRAME �
0
IMPACT FIXED WINDOW — HVHZ — PVB (
ELEVATIONS �h0 TAT OF s
DRAWN: OWO N0. REV
OS s0310 El /
SCALE NTS DATE 07/24/14 E
2 OF 5
L.ROBF.RTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
434-688-0609 A/DmaSOgvmmaspe.Com FL No.: 62514
REVISIONS
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
B REVISED PER NEW REQUIREMENTS O1/10/18 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
30096) SPACER SYSTEM SPACER SYSTEM
SEETING BLOCK
( BY QUANEX SEETING BLOCK (30096) BY QUANF..X
85 DUROMETER STRUCTURAL SEALANT 85 DUROMETER STRUCTURAL SEALANT
BY CENTRAL RUBBER BY CENTRAL RUBBER
EXTRUSIONS SIKAFLEX 552 EXTRUSIONS SIKAFLEX 552
EXTERIOR INTERIOR EXTERIOR 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 3/16" HS
FPVC 65 DUROMETER
SETTING BLOCK (30096)
85 DUROMETER STRUCTURAL
BY CENTRAL RUBBER SEALANT
EXTRUSIONS SIKAFLEX 552
EXTERIOR {
3/4" BITE
INTERIOR
GLAZING DETAIL 8
SIGNED:0111812018
F.ASTEP.NARCWEt.OR SYSTEN9 \1t1r1II
• �f�a�t�� "w"M Of EASTERN CTnI W WLY i R L 0,/��� :
` F�MOMZMAA
MQ
i
`SERIES 3000 ALUMINUM FLANGE FRAME * 0 1 ""*a
IMPACT FIXED WINDOW - HVHZ - PVB lt
� 1
GLAZING DETAILS TAT OF
DRAWN: DWG NO. RB
EV �iQS'c10AlOQ''�C�'��
SCALE NTS DAZE 07/24/14 08 50" 3 0 T OF 5 SII-IIAIII
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWlSVILLE,NC 27023
434-688.0609 E#on)as@fdcmaspc.rnm FL No.: 62514
5/8" MIN. REVISIONS
r EDGE DISTANCE MIN REV DESCRIPTION DATE APPROVED
5/8 .
WOOD FRAMING _ { METAL EDGE DISTANCE -A REVISED-INSTALLATION DETAILS 06/22/-15 R.L.-
OR 2X BUCK STRUCTURE
BY OTHERS 1 7/16 MIN. BY OTHERS B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EMBEDMENT
/4" MAX.
{ �SHIM SPACE
APPROVED 1/4" MAX. APPROVED *SELF
IM SPACE
SEALANT SHIM SPACE SEALANT EDGEE D 5 MIN.
, _ INTERIOR
BEHIND FLANGE
BEHIND FLANGE D
14" SMS OR {
#14 WOOD DRILLING 14" SMS OR
SCREW SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS EXTERIOR
APPROVED SEALANT
BEHIND FLANGE
- INTERIOR EXTERIOR INTERIOR JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
EXTERIOR 1 7/16" MIN. 1/4" MAX.
EMBEDMENT I r SHIM SPACE
5/8" MIN.
EDGE DISTANCE
INTERIOR
/I14 WOOD 14" SMS OR #14 WOOD
SCREW SELF DRILLING SCREW
SCREW
APPROVED APPROVED WOOD FRAMING EXTERIOR
SEALANT MAX SEALANT OR 2X BUCK
14
BEHIND FLANGE / BEHIND FLANGE 1/4" MAX. BY OTHERS APPROVED SEALANT
SHIM SPACE SHIM SPACE BEHIND FLANGE
WOOD FRAMING - M�qL
1 7/16" MIN STRUCTURE JAMB INSTALLATION DETAIL
OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION
BY OTHERS EMBEDMENT BY OTHERS SIGNED 0111812018
5/8" MIN.
rA.-rF RUICRnctO4 O,v srsTeMs \\ll�f l//
5/8" MIN. ____� EDGE DISTANCE ��►�, �a f��� a.iw-claSUMy `�� �0/77//
EDGE DISTANCE
VERTICAL CROSS SECTION ,'a w.,NWER3 MM91 �, ,r �q
v FORT MYER3.Fl.Slip �� J EN '�
VERTICAL CROSS SECTION --- "=. "'"' `�
METAL STRUCTURE INSTALLATION �
SERIES 3000 ALUMINUM FLANGE FRAME _00 5 �
WOOD FRAMING OR 2X BUCK INSTALLATION (�c
IMPACT FIXED WINDOW — HVHZ — PVB
FLANGE INSTALLATION DETAILS 70 TAT OF, tp�
��
NOTES: DRAWN: Dwc No. REv '��'r�!;I�QR\0 ` �
NOT SHOWN FORCLARI1.INTERIOR AND IOR TY FINISHES,BY OTHERS, scALE NTS oA� 07/24/14 08 sOe340 OF 5 e Aj1 ? �`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTME2t12 L.ROBERTO LOMAS P.E. LQIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
434-688-0609 dlomasoglrlomaspacam FL No.: 62514
2" MIN. REVISIONS
EDGE DISTANCE - REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY - — - - - - - - - A - REVISED-INSTALLATION DETAILS - -- 06/22/15 R.L.BY OTHERS ° n a <, B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
" 1 1/4" MIN.
c "a• EMBEDMENT
OPTIONAL IX BUCK a 1 1/4" MIN.
SEE NOTES 3-7 SHEET 1 °
--7 EMBEDMENT
` I CONCRETE/MASONRY
1/4" MAX. BY OTHERS
APPROVED SHIM SPACE <
SEALANT OPTIONAL 1X BUCK 1/4" MAX.
BEHIND FLANGE SEE NOTES 3-7 SHEET 1 SHIM SPACE
d<
- 1/4" TAPCON 1/4" TAPCON
INTERIOR
o.a•• o
2
EXTERIOR INTERIOR MIN. _
. � EDGE
DISTANCE a '
EXTERIOR
° APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
1/4" TAPCON CONCRETEIMASONRY INSTALLATION
APPROVED
SEALANT
NOTES:
BEHIND FLANGE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK 1/4" MAX. NOTSHOWN FOR CLARITY.
SEE NOTES 3-7 SHEET 1 _ SHIM SPACE DESIGNED
ACORDN CEWITH STME211 OTHERS T08E
DESIGNED IN ACCORDANCE WITH ASTM E2112
Grp SIGNED:0111812018
BY OTHERS °, 4 f`, ®��Es� �I,j �miRnvE �"veyo sre s J\�\1111i1/�/j
CONCRETE MASONRY c
1.
" . 5.
1 1/4" MIN. _...__._:.:__...._"°- 8o 32-2za \CEMs '9s%
c EMBE
DMENT
X
*4 . . • " ,' a` SERIES 3000 ALUMINUM FLANGE FRAME
' IMPACT FIXED WINDOW - HVHZ - PVB
FLANGE INSTALLATION DETAILS TAT OF
2" MIN. DRAWN: Owc No. RL-v �s;c�0
EDGE DISTANCE LATE 08 SOEE310 B ///�S'�QNA;' ?\�
SCALE NTS 07/24/14 5 OF 5
VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E.
CONCRETE/h1ASONRYINSTALLATlON 1432WOODFORDRDLLWISVILLC-,NC27023 Luis R. Lomas P.E.
434-688-0609 rllonw@flomaspe.w") FL No.: 62514