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FL# FL22034-R3
Application Type Revision
Code Version 2017
Application Status Approved
pprove y BPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
® ments
LU 4c� Q ived
L ' duct Manufacturer Eastern Architectural Systems
LLJ I-- ress/Phone/Email 16341 Domestic Ave.
C)f C-iO u Ft. Myers, FL 33912
(800)432-2204 EXt4305
—V jflesher@easternmetal.com
iJthorized 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
r AAMA/iNDMA/CSA 101/I.S.2/A440 2011
a m ASTM E1886 2005
ASTM E1996 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtTVu%2fOHfH9OoHE6tvlQVHtOuEbiGnnvO/o2fNAYde3zVpgSQ%3d`/o3d 1/2
10/8/2019 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 I
Approved for use in HVHZ:Yes FL22034 R3 C CAC NI011134.04-Rl.pdf
Approved for use outside HVHZ:Yes ante Contract Expiration Date
Impact Resistant:Yes 09/30/2020
Design Pressure: +65.0/-65.0 ns a a ion nstructions
'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.pdf
�-! Created by Independent Third Party: Yes
3acic Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Loayr�j 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:
r✓fe�lt�C�r
httpsJ/www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtTVu%2fOHfH90oHE6tvlQVHtOuEb[Gnnv%2fNAYde3zVpgSQ%3d%3d 2/2
NOTICE OF PRODUCT CERTIFICATION
" ��GeFiT►Fi�.
CERTIFICATION NO: N1011134.04-R1
r DATE: 06/08/2012
CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
t'gf � Lti`ti, CODE: 1783-1
r�, p 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
Gazing:lG-ESLerior-3/16"Tempered/
Interior-3/16"Annealed/0,090"Kuraray Sentry Glass
Plus/3/16"Annealed Glass
Frame: W-2438mm(96") H-2438mm(96")
Panel: W-1232mm(48.5") H-2375mm(93.5")
DLO: W-1035mm(40.75") 1-1-2159mm(85")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101II.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: 1-3120 Pa (65 ps f)
ASTM E1886-05/E1996-05/09 Wind Zone 4-Missile Level D
TAS 201/202/203-94 Large Missile Impact Rated
Nater Penetration Resistance Test Pressure:
(Sill Extender)468 Pa(9.75 psi)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-4044-02A/NCTL-210-4044-02
Expiration Date: September 30,2020
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.
Lewisville.NA 27023 Report No.: 513922A
434-688 0609
rllomas@lrlomaspe.com
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
FT Myers, FL 33912
Product 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
AAMA/WDMA/CSA 101/I.S.2/A440-11
Design pressure: ±65.Opsf
Water penetration resistance: 9.75psf(with sill extender)
9.00psf(standard sill)
ASTM E1886-05 and ASTM.El 996-05
ASTM E1886/E1996 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 El 300-04/09,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
manufacturing or distributing the product(s)for which this report is being issued.Also, I b /�!
don't have nor will acquire a financial interest in any other entity involved in the approval ���J\• .,• �,�/jam
process of the listed product(s). �y •��Cr,EN
OZ
TATE 4F
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
01/18/2018
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
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.
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 THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
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
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF . WOOD: MINIMUM SPECIFIC GRAVITY OF G=
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 1 BGA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
B. 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 1S NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #I D 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:01/18/2018
EASTERN AA�NRF.GNRAL 9v3TEM5 111�(l„
�; ,piw"♦w,roer. u oeo..,"aM>JT'4'FLOFIOA J�91S '`�/ \V EAS
623/620 SLIDING GLASS DOOR _* 061zL
.=
96" X 96' IMPACT — HVHZ
TABLE OF CONTENTS NOTES o TATE OF �zz
SHEET NO. NOTES DESCRIPTION OC'RARWN: DWG NO. Ota-03043 RA l�oi`S'S Ct7R1D ��'�
SCALE ISH
2 ELEVATIONS NTS DATE 02/21/17 1 OF 7
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 04.688-0809 nlomasC@hdomasae.rom
REVISIONS
REV DESCRIPTION MTE APPROVED
A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
96" MAX FRAME WIDTH 96" MAX FRAME WIDTH
6" MAX -} 120CMAX --{ 6" MAX 6" MAX 120•C.MAX 6" MAX
6" MAX 6" MAX
�. X
14" MAX 14" MAX
O.C. O.C.
96" 96" 3/16" ANN
MAX O XMAX O X -090" SG BY KURARAY
FRAME FRAME
HEIGHT < HEIGHT <= 3/16" TEMP r – 3/16" ANN
QUANEX DURASEAL
OR CARDINAL XL
EXTERIOR EDGE SPACER
\ \ \ \
INTERIOR
SETTING BLOCK I -
85 DUROMETER(30096) 1/2" BITE-
6" MAX 6" MAX BY CENTRAL RUBBER
�— --I EXTRUSIONS IKAFLEX 552
6231620 IMPACT PATIO DOOR 623/620 IMPACT PATIO DOOR GLAZING DETAIL FALANT
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING - -
LARGEAND SMALL OPSF LARGE AND SMALL
165.0PSF MISSILE IMPACT +60.0/65. 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:01/18/2018
NOTES: opMnuA Et u rrwYM EMS ```J;
1. MAXIMUM PANEL SIZE: 48 1/2" X-93 1/2" p-
2.
2. MAXIMUM'D.L.O.: 40 3/4" X 85' _ o},FpRTMYERSFlpFIOA 9B �` 5 EN --.9/�'
623/620 SLIDING GLASS DOOR
~ 96" X 96" IMPACT - HVHZ
HARDWARE SCHEDULE ELEVATIONS
A, GEMINI II LOCK W12450 TRIMPLATE AT ACTIVE PANEL LOCK RAIL
B. GEMINI 1"YPLL KEEPER AT MAIN FRAME INTERIOR JAMB TRACK DRAWN: DWG N0.G.R. OB-03043
C. ADJUSTABLE ROLLERATEACH END OFACTIVEPANEL SCALE NTS DATE 02/21/17 SHEET030 OF 7
D. ALUMINIUM REINFORCEMENT(10300151)AT PANEL INTERLOCK STILES AND RAILS
E. ALUMINIUM REINFORCEMENT(10300150)AT PANEL STILES1432 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.WOODFORD RD LEWISVILLE:NC 27023 FL No.: 62514
_
F. ALUMINIUM TUBE REINFORCEMENT AT INTERLOCK STILES 434-688-0609 Fllomas@lriomaspo.com
9/16" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
OR 2X BUCK
BY OTHERS 1 3/8" MIN.
EMBE MENT
BACKER ROD � CD 1/4"
& APPROVED MAX 1 3/8" MIN. 1/4" MAX.
SEALANT I a SHIM EMBEDMENT SHIM SPACE
SPACE
D � -
® 9/16" MIN. ❑
EDGE a
#12 WOOD SCREW DISTANCE INTERIOR
❑ ❑ qrl
D
INTERIOR #12 WOOD ° �° DO °
SCREW D
EXTERIOR r❑ LLL���ff
WOOD FRAMING
OR 2X BUCK EXTERIOR
° q BY OTHERS -
OO BACKER ROD JAMB INSTALLATION DETAIL
Q
#12 WOOD SCREW & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION
SEALANT
❑ 0
BACKER ROD 1/4" MAX
& APPROVED r SHIM SPACE NOTES:
SEALANT o ❑ I 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING ' DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK 1--3/B" MIN. SIGNED:01/i8/2�i8
BY OTHERS EMBEDMENT
en MN Wnrtecru SYSremS tl l l f ll
G1PINSIUR \� � (� //��
9/16" MIN. a".. vw opuis*icnvs \\\'S . •4/" /j
EDGE DISTANCE .,�..,. 'a""°""^' "°e° °,narTr,:�m.nor�on,t,nlz V \G�Ns9S
623/620 SLIDING GLASS DOOR 2* 0 61
VERTICAL CROSS SECTION 96" X 96" IMPACT - HVHZ
WOOD FRAMING OR2XBUCKINSTALLATION _ INSTALLATION DETAILS "��0 FAT OF" Cys
DRAWN: DWG NO. REV
SCAR DATE 08-03043 A r�isS�ONA+� ��``.
NTS 02/21/17 3 OF 7
L.ROSERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514
434-668.0609 rUomas@Irtomaspo.com
REVISIONS
7/8" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE I 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 SHIM SPACE
E,
#12 SMS OR 7/8" MIN. a
® SELF DRILLING EDGE INTERIOR
SCREW DISTANCE
❑ �0 ®p
1 q�
d d
o p a ®® -
EXTERIOR INTERIOR ELF#12 SMS OR DElm
SELF DRILLING a
SCREWS ❑
D METAL EXTERIOR
STRUCTURE
❑ BY OTHERS BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
OO METAL STRUCTURE INSTALLATION
#12 SMS OR
p0 SELF DRILLING
SCREW
Ez
BACKER ROD 1/4" MAX.
& APPROVED r SHIM SPACE NOTES:
SEALANT o I 1. INTERIORAND EXTERIOR FINISHES,BY OTHERS,
META
{ NOT SHOWN FOR CLARITY.
L 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE:i 1 DESIGNED IN ACCORDANCE,WITH ASTM E2112
BY OTHERS SIGNED:01/18/2018
A j E0.9TEftN P32ChWE�II1FA19Y5TEt:S ,11I 1II1
7/8" MIN. - Easterin ,tuMt
EDGE DISTANCE
VERTICAL CROSS SECTION 623/620 SLIDING GLASS DOOR
METAL STRUCTURE INSTALLATION 96" X 96" IMPACT — HVHZ
INSTALLATION DETAILS TATE OF- ��L-Zz
DRAWN: DWG NO. REV //O � lPft1��!�\cam
G.R08030
SCALE NTS DATE 02/21/17 543 A
OF 7 11E� `\
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.N027023 FL No.: 62514
434-665.0600 rllomasoldomaspo.mm
2 1/2" MIN. 4{ REVISIONS
EDGE DISTANCE I� REV DESCRIPTION DATE APPROVED
CONCRETE/ I
MASONRY • A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
BY OTHERS ° °
< a 1 1/4" MIN.
OPTIONAL ° . •d' a • EMBEDMENT 1 1/4" MIN. 1/4" MAX.
1X BUCK EMBEDMENT SHIM SPACE
SEE
NOTES 3-7
SHEET 1
MAX. J Lq '
SHIM 2 1/2"N.
BACKER ROD Ea SPACE DIGE
& APPROVED DISTANCESEALANT ❑ ❑ �E3
® INTERIOR
1/4" TAPCON ❑ ❑ �❑
❑ �❑� �❑
1/4" TAPCON ;
EXTERIOR � p a ❑ �❑ ❑Q � ❑ I
INTERIOR OPTIONAL 1X BUCK ® ®
SEE NOTES 3 — 7 a ❑
SHEET 1
CONCRETE/MASONRY EXTERIOR
BY OTHERS
At
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
O 1/4" TAPCON SEALANT CONCRETEIMASONRY INSTALLATION
O
BACKER ROD ❑ ❑
& APPROVED NOTES:
SEALANT E3 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY
OPTIONAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE -
1X BUCK ❑ IF 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112
SEE F SHIM SPACE SIGNED:01/18/2018
NOTES 3-7 _
SHEET 1FA9TERN ARCMII:T R SYSTEIAS
1 AorvislaNurE �Cl{1111//!
E� ��n1 SEr<NrAtrA s�r�Y ���� 'R Lo�ii�
CONCRETE/ u ee•.Esnc° ���J�S.�/ I�
_ F �I,uS.FLMJDA.i�il11 \ \CE"''s•
MASONRY ° 1 1/4° MIN. ,° »,""...."" . �. F° i
BY OTHERS a 4. ° • EMBEDMENT 623/620 SLIDING GLASS DOOR * 0 61 tk
a° 96" X 96" IMPACT — HVHZ
° • 7o TAT OF-
INSTALLATION DETAILS i0•-
DRAWN: DWG NO. REV I • °CDR��P"� `�'
2 1 2" MIN.
G.R. 08-03043 A /!AAIsS/ �l,
EDGE DISTANCE SCALE NTS DATE 02/21/17 SHEETS OF 7 / ONV
VERTICAL CROSS SECTIONA ` �\
CONCRETE(MASONRY INSTALLA TION L.ROBERTOLOMASF.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514
434-668-0609 dlbm s@)Ifib aspex—
9
REVISIONS
APPROVED REV DESCRIPTION DATE APPROVED
SEALANT A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#10 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/1 MIN
EDGE.DISTANCE I n
WOOD FRAMING1/4" MAX
❑ BY OTHERS I SHIM SPACE
❑ ❑
#10 WOOD
® SCREW �6
+ INTERIOR ❑ �❑
o ❑
❑ �l 1 1 MINN..
®p
EMBEDMENT
EXTERIOR p p INTERIOR t Dr]� a�
APPROVED D
SEALANT
BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
O WOOD FRAMING OR 2X BUCK INSTALLATION
O
0
❑ ❑
NOTES:
a 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
a o �— 1 3
/4" MAX DESIGNED IN ACCORDANCE WITH ASTM E2112
` SHIM SPACE SIGNED 01/18/2018
' FA9TERN AR:MRECI4RAL SYSTEMS yll Ill/
B6 �s AOINSIUN,Jf I
7/16" MIN
EDGE DISTANCE
#10 WOOD WOOD 623/620 SLIDING GLASS DOOR
SCREW I FRAMING 96" X 96" IMPACT — HVHZ ,fl ( c
4 1 1/4" MIN. BY OTHERS INSTALLATION DETAILS `1
APPROVED EMBEDMENT DRAWN: DWG N0.SEANT
REY /�'�•'�1pR1DQ x'����
BEHIND LA FIN
WO VERTICAL FRCROS SE INSTALLATION ION s R. DATE 08-03043
NTS 02/21/17 1 SHEET 6 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC2,023 FL No.: 62514
434-686-0609 rllomasr?olrlomaspo.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/18/18 R.L.
5 1/16" 5 1/16" 4 3/8"
oao L-foLJED f a 13 �(
0 In f t
Frame Head Frame Sill Frame Jambs
PVC.090"Thick PVC.090"Thick PVC.090"Thick
5 1/16" 5 1/16" 4 3/8"
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01 3 1 0 3 1/4 0 ❑ ❑ 3 1 4" � ]L 3 1/4"
Frame Head(Fin) Frame Sill(Fin) Frame Jambs(Fin)
PVC.090"Thick PVC.090"Thick PVC.090"Thick
1 3/4"
° SIGNED:01/18/2018
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623/620 SLIDING GLASS DOOR
96" X 96" IMPACT - HVHZ
COMPONENTS 'rr�ap�Tprey
DRAWN: DWG NO. REV
G.R. 08-03043 A tt SS.•� �G�`�
Sash Frame
PVC.085"Thick SCALE NTS DATE 02/21/17 SHEEf7 OF 7 711"lltll�111,:`
L.ROBERTO LOMAS P,E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No,: 62514
434-688-0609 rllomascWt bmasoa:com