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FL# FL22034-R3
Application Type Revision
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
Archived Ll
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
i
i Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
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6/3/2019 Florida Building Code Online
Date Submitted 01/19/2018
Date Validated 01/19/2018
Date Pending FBC Approval
Date Approved 01/23/2018
Summary of Products
FL# Model,Number or Name Description
22034.1 623/620 VINYL SLIDING DOOR, 623/620 VINYL SLIDING DOOR,IMPACT,HVHZ 96"X 96"
IMPACT,HVHZ 96"X 96"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22034 R3 C CAC NIO11134.04-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2020
Design Pressure: +65.0/-65.0 Installation Instructions
Other:Frame material to be rigid PVC from Deceuninck North FL22034 R3 II 08-03043A.pdf
America AAMA Certified(DEP-1).GLAZING INTERLAYER MEET Verified By: LUIS ROBERTO LOMAS 62514
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party:Yes
ACCORDING TO MIAMI-DADE NOA FOR KURARAY Evaluation Reports
INTERLAYERS. FL22034 R3 AE 513922A.pd
Created by Independent Third Party:Yes
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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 StatemenC::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.tb determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
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L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NA 27023 Report No.: 513922A
434-688 0609
rllomas@lrlomaspe.com
Manufacturer: Eastern Architectural Systems
j 16341 Domestic Ave.
FT Myers,FL 33912
Produlct Line: 623/620 Vinyl Sliding Door, Impact, HVHZ 96"x 96"
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 08-03043 revision A, prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: NCTL 210-4044-02 signed and sealed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories, Orlando, FL
TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure, ±65.Opsf design pressure, 9.Opsf water penetration(standard sill),9.75
(with sill extender).
TAS 203-94 Cyclic Pressure loading±65.Opsf design pressure
3. Report No.: NCTL-210-4044-02A signed by Mark Bennett, Manager of Testing Services.
National Certified Testing Laboratories, Orlando, FL
AAMAMDMA/CSA 101/I.S.2/A440-11
Design pressure: ±65.Opsf
Water penetration resistance: 9.75psf(with sill extender)
9.00psf(standard sill)
ASTM El886-05 and ASTM El996-05
ASTM El886/El996 Large Missile Impact, Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test, ±65.Opsf design pressure
4. Anchor calculations, report number 513922-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: +60.0/-65.Opsf(standard sill)
±65.0 psf(with sill extender)
• Maximum unit size: 96"X 96"
• Approved configurations: OX,XO.
• 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 extruded vinyl.
Installation:
Units must be installed in accordance with manufacture's installation instructions and approval document, 08-03044,
revision A.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company \�1\\
manufacturing or distributing the product(s)for which this report is being issued.Also, I \��\ S R, [d
don't have nor will acquire a financial interest in any other entity involved in the approval \ . •. dJ
process of the listed product(s). ` •��.0 E N`�+ `•9�/��
* 51 •�t
•
y�o4'?• 4F
c�
. �
0 R0P•�'�'�
lrnl�\
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
01/18/2018
NOTICE OF PRODUCT CERTIFICATION
fi�oce�rtFic
CERTIFICATION NO: NI011134.04-R1
Q DATE: 06/08/2012
}a N> 11 aI CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
CODE: 1783-1
��nF7Eu pRaa REVISION DATE: 02/24/2017
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 NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series "623/620"
16341 Domestic Avenue Vinyl Sliding Door
Ft.Myers,FL 33912 Configuration:XO
Glazing:IG-Exterior-3/16"Tempered/
Interior-3/16"Annealed/0.090"Kuraray Sentry Glass
Plus/3/16"Annealed Glass
i
Frame: W-2438mm(96") H-2438mm(96")
Panel: W-1232mm(48.5") H-2375mm(93.5")
DLO: W-1035mm(40.75") H-2159mm(85")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 2438 x 2438 (96 x 96)-SD
AAMA/WDMA/CSA 101/I.S.2/A440-08 Design Pressure: 13120 Pa (65 psf)
ASTM E1886-05/E1996-05/09 Wind Zone 4-Missile Level D
TAS 201/202/203-94 Large Missile Impact Rated
Water Penetration Resistance Test Pressure:
(Sill Extender)468 Pa(9.75 pst)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-4044-02A/NCTL-210-4044-02
Expiration Date: September 30,2020
i
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
REVISIONS
--------- -' - REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS ---
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. 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 THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.APPROVED CONFIGURATIONS: OX AND XO.
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 E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN 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:0111812018
EASTERNAADNISINRALSYSTEMSONOF illirrr
Eastern EASTERNMETAL5YPPLV ��\5 R. L0//,
■ —00MWTICAv J • 9
,�,.`:....,.,,"o"..•�„eeve. FORT MYERS.FLOMDAM1] ``�r�.��CENSb`•�ff i eoo+aa.rm+ _
623/620 SLIDING GLASS DOOR _*• 0 951
96" X 96" IMPACT — HVHZ = S
TABLE OF CONTENTS NOTES ��0• TAT OF tt��
SHEET NO. DESCRIPTION DRAWN: DWc No. REV �'n• 'cCQR10P•
1 NOTES G.R. 08-03043 A '���/�'S1pIVA1.E\,G��\\
2 ELEVATIONS SCALE NTS I DATE 02/21/17 ISHEET1 OF 7 /1r/1f11110\\
3 — 6 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
7 COMPONENTS 434-688.0609 Tl/omas@Momaspe.mm
REVISIONS
------- -- ---- REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
96" MAX FRAME WIDTH 96" MAX FRAME WIDTH
120.CMAX � 6" MAX 6" MAX � Ll
120.C� � 6" MAX
6" MAX 6" MAX
14" MAX 14" MAX
O.C. O.C.
1„
96" gg" 3/16" ANN
MAX O X MAX O X .090" SG BY KURARAY
FRAME FRAME HEIGHT HEIGHT a
3/16" TEMP 3/16" ANN
�
QUANEX DURASEAL
OR CARDINAL XL
EXTERIOREDGE SPACER
\ \ \ \ R
SETTING BLOCK
(30096) BITE
85 DUROMETER
6" MAX 6" MAX BY CENTRAL RUBBER)�kSIKAFLEX
EXTRUSIONS 552
6231620 IMPACT PATIO DOOR 6231620 IMPACT PATIO DOOR GLAZING DETAIL SEALANT
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t65.OPSF LARGEANDSMALL +60.0%65.OPSF LARGEANDSMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
WITH SILL EXTENDER WITH STANDARD SILL SIGNED:0111812018
NOTES:
1. MAXIMUM PANEL SIZE: 48 1/2" X 93 1/2" _— EASIERNARCHNECURA eV5TEM5 \ 11(fl,►/
.. Eastern E� °"ME;wsrvFty \`J\5 R L p,��i
2. MAXIMUM D.L.O.: 40 3/4" X 85"
FORT S FWM
" FBOPd9]—.10fe•FLCNDA 31913 �,•�\vG�S�.V-/i
623/620 SLIDING GLASS DOOR *41.
0�
96" X 96" IMPACT - HVHZ _,ti �=
HARDWARE SCHEDULE ELEVATIONS -.P• AT OF �,�
A GEMINI II LOCK Wi2450 TRIIVPLATE AT ACTIVE PANEL LOCK RAIL ��• •wz
B. GEMINI 1"TALL KEEPER AT MAIN FRAME INTERIOR JAMB TRACK
DRAWN: DWG ND• 08-03043 RA ���S C�R���G`�J`\
C. ADJUSTABLE ROLLER AT EACH END OFACTIVE PANEL SCALE NTS DATE 02/21/1 7 SHEET 2 OF 7 / /ONA 11�\\\\
D. ALUMINIUM REINFORCEMENT(10300151)AT PANEL INTERLOCK STILES AND RAILS
E. ALUMINIUM REINFORCEMENT(10300150)AT PANEL STILES L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL N O.' 62514
F. ALUMINIUMTUBE REINFORCEMENTAT INTERLOCK STILES 434-688-0609 A/omasLaalAomaspe.00m
9/16" MIN. REVISIONS
----------.- - EDGE DISTANCE REV DESCRIPTION DATE I APPROVED
WOOD FRAMING A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
OR 2X BUCK
BY OTHERS 1 3/8" MIN.
EMBEDMENT
BACKER ROD 0 0 1/4"
& APPROVED I MAX. 1 3/8" MIN. 1/4" MAX.
LA SEANT I C1 SHIM EMBEDMENT SHIM SPACE
SPACE
❑ ❑ 1 F
® 9/16" MIN.
EDGE a
#12 WOOD SCREW DISTANCE INTERIOR
❑ �0
Q�
INTERIOR #12 WOOD C3 ° I
SCREW D
EXTERIOR �} WOOD FRAMING ❑ LLL�JJJ
� OR 2X BUCK EXTERIOR
❑
BY OTHERS
OO BACKER ROD JAMB INSTALLATION DETAIL
#12 WOOD SCREW & A PROVEDD WOOD FRAMING OR2X BUCK INSTALLATION
O
SEALANT
0
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE NOTES:
SEALANT o D 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING
OR 2X BUCK 1 3/8" MIN. DESIGNED IN ACCORDANCE WITH
BY OTHERS EMBEDMENT BY
01/18/2018
EASTEFIN MCHITEOit M srsTEMs
��- Eastern EASTEwIMEFALSYP— \\\I R• to
■ 16MIGOMESTICAVE N \
9/16" MIN. FORTMYER9-111-91] r • �CENS• 9tA��i
e9anrarm ` 4
EDGE DISTANCE
623/620 SLIDING GLASS DOOR *�• �1 0961
VERTICAL CROSS SECTION 96" x 96" IMPACT - HVHZ �„Dib
WOOD FRAMING OR 2X BUCK INSTALLATION INSTALLATION DETAILS �00•• tAT OF
DRAWN: DWG NO. REV FS;;'40R1�P
08
SCALE NTS DATE 02/21/17 SHEET 33 A
OF 7
L.ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-688-0609 rllomas@Irromaspe.Com
REVISIONS
- ---"—"---7/Br MIN _ _ _____-___________ _ _ _ -.- " REV _ _ DESCRIPTION DATE APPROVED _ _—
EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS
APPROVED O ] 1/4" MAX.
SEALANT I SHIM SPACE
n
#12 SMS OR 7/8" MIN. ❑ �a
® SELF DRILLING EDGE INTERIOR
SCREW DISTANCE INTERIOR ❑ ❑
4�INTERIOR
❑ C�EXTERIOR ELF#12 DRILLING
OR D
SELF DRILLING d
SCREWS ❑
METAL EXTERIOR
STRUCTURE
❑ BY OTHERS BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
OO METAL STRUCTURE INSTALLATION
#12 SMS OR
Qp SELF DRILLING
❑ SCREW
f7il
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE NOTES:
SEALANT o O � 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
METAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS SIGNED:0111812018
_ ensreanan-10Hnusrs s 111111J1J
Eastern EASTERNN-.REl= \\xN R. L 0
7 8" MIN. \ •�9
EDGE DISTANCE ■ �n .. o. FORT 5 FioVam_" '��. Vic,
VERTICAL CROSS SECTION 623/620 SLIDING GLASS DOOR _*• oa
METAL STRUCTURE INSTALLATION 96" X 96" IMPACT — HVHZ �,� �
INSTALLATION DETAILS �q0• TAT OF
DRAWN: DWG NO. REV �i�O��ts�40RIOcP`,G���•
SCALE DATE 08 503043 A
NTS 02/21/17 4 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 r1lomas@1rlomaspe.mm
2 1/2" MIN. REVISIONS
----------- ------ EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/ - - - - -- - - '---
MASONRY A REVISED PER NEW REQUIREMENTS 01/18/18 R.L. - -- -----
BY OTHERS
a a' 1 1/4" MIN.
OPTIONAL " ° •a' .' °a EMBEDMENT 1 1/4" MIN. 1/4" MAX.
1X BUCK ° 1 SEE EMBEDMENT SHIM SPACE
NOTES 3-7
SHEET 1
• Y .. ..
I a MAX. v
SHIM 2 1/2" e,
BACKER ROD SPACE MIN.EDGE
& APPROVED SEALANT ❑ ❑ DISTANCE :',c ❑
® INTERIOR
1/4" TAPCON ❑ ❑ �O
> C3
I�JUJ�
1/4" TAPCON
EXTERIOR p p a ❑ 0❑❑11 ❑t� ❑ ❑
® ®
INTERIOR OPTIONAL 1X BUCK
SEE NOTES 3 - 7 ° • ❑
SHEET 1
EXTERIOR
CONCRETE/MASONRY •.
BY OTHERS
❑ BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
O 1/4" TAPCON SEALANT CONCRETE/MASONRYINSTALLATION
O
BACKER ROD ❑ ❑
& APPROVED NOTES:
SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
OPTIONAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
1X BUCK o 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM F2112
SEE SHIM SPACE SIGNED:0111812018
NOTES 3-7
SHEET 1 _ �111111//
EASTERN MOTURALSYSTEMS
Eastern CHITE
EASTERN ETA. PPLY R. 0����//
CONCRETE/ .,,."" -�..--...oa".- fexl ooNEsncAVE "
MASONRY ° 1 1/4" MIN. `. " V FORRTW OS.FLORIOAM912
`�\�•��C+ENS�gtS�
�."
BY OTHERS a EMBEDMENT 623/620 SLIDING GLASS DOOR *• 0 51
°a v 96" X 96" IMPACT - HVHZ
< a INSTALLATION DETAILS
TAT OF ,
2 1 2" MIN. DRAWN: DWG N0. REV //�OAs�C 0 RSQP
EDGE DISTANCE SCALE DATE 08 03043
VERTICAL CROSS SECTION NTs 02/21/17 5 of 7
CONCRETE/MASONRYINSTALLATION L.ROBERTOLOMASP.E• Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rllomas@lrlamaspe.com
REVISIONS
APPROVED REV DESCRIPTION DATE APPROVED
SEALANT --
BEHIND FIN 1 1/4" MIN. A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
EMBEDMENT
#10 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE ODD iH7
WOOD FRAMING _.{ 1/4" MAX
LiBY OTHERS ISHIM SPACE
#10 WOOD
® SCREW �d
INTERIOR
❑ ❑ ❑
❑ ��� 1 1
MIN.N.
®p
EMBEDMENT
EXTERIOR D D INTERIOR
❑ ❑ ❑ L
APPROVED D
SEALANT
BEHIND FIN ❑
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
O WOOD FRAMING OR 2X BUCK INSTALLATION
❑ ❑
NOTES:
o 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
o ❑ �� 1/4" MAX DESIGNED IN ACCORDANCE WITH ASTM E2112
SHIM SPACE SIGNED:0111812018
EABTEPN ARCHREDTURAL bYSTEMb „tl.l��//
Eastern EAbTERN METAL SYPRY 0�9 R.
7/16" MIN 16UIDOMESTI—
EDGE DISTANCE �..„. „,,.,,...„oo„„.. eaDapT� iws.nowDA BBBIx �• GENS�i�
#10 WOOD WOOD 623/620 SLIDING GLASS DOOR _*• DyB�b *=
96" X 96" IMPACT — HVHZ cr
SCREW FRAMING O EEE
1 1/4" MIN. BY OTHERS INSTALLATION DETAILS q0• TAT OF a.
APPROVED SEALANT EMBEDMENT DRAWN: DWG NO. REV %�'�FS,';[QR10Q;
BEHIND FIN VERTICAL CROSS SECTION scAF DATE 08 SOEE043 A /Z�SIQNA j1������
WOOD FRAMING OR 2X BUCK INSTALLATION NTS 02/21/17 6 OF 7
L.ROBERTO LOMAS P.E. LUIs R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688.0609 rllomas@Idomaspe.00m
REWSIONS
------------ - _ REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
5 1/16" � 5 1/16"� �4 3/8"--�{
ODD L—r❑LJO 13 °
2" 2"
ET o ❑ H °
�oaa
Frame Head Frame Sill Frame Jambs
PVC.090"Thick PVC.090"Thick PVC.090"Thick
5 1/16" 5 1/16" -{ �4 3/8" -{
o� a
E3 I_fo 0 3 1/4 0( °� ° 3 1 4" ������ 3 1/4"a a a
Frame Head(Fin) Frame Sill(Fin) Frame Jambs(Fin)
PVC.090"Thick PVC.090"Thick PVC.090"Thick
1 3/4"
SIGNED:0111812018
EASTERNARCHRECTURAL SYSTEMS
4„ - Eastern EASTEW MEIN SYPP Y
t. DOME..F.RE n
,.J A...�a+Wuno..i i�n eeeao FORT MYER9,FLORI"A3]91] `�•���V ENs .:S 800.13343W
O 623/620 SLIDING GLASS DOOR _*• V51 k
96" X 96" IMPACT — HVHZ _ (,f�r c�storr�=
n COMPONENTS $gTAT OF•�tV�
If DRAWN: DWG NO. REV C[OR�OP,G�$\�
Sash Frame G.R. DATE 08 503 43 A �DfYA ��a����
PVC.085"Thick SCALENTS 02/21/17 7 OF 7
L.ROBERTO LOMAS P.E. LOTS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-668-0609 dlomas@ldomaspe.00m