HomeMy WebLinkAboutProduct Approval Florida Building Code Online
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Florida
UPF � �������Product Approval
jUSER:PublicUser
Product Annroval Menu>Application Detail
_e FL# FAproved
-R3
Application Type Change
�� , , Code Version Application Status
r *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
w_
the POC and/or the Commission if necessary.
Comments
Archived p
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
� Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
q's a
jflesher@easternmetaLcom
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
` Fort Myers, FL 33913
(800)432-2204
f , jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
s.
Certification Agency National Accreditation&Management Institute
X Validated By National Accreditation&Management Institute
aYrt' q '
{ ( ) Standard
Referenced Standard and Year of Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
a ASTM E1996 2009
ASTM E1996 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
https:/hvww.tloridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgs%2bbt23mL8Hob4FZRAWsgjJ8Pz4HgpA7IQC7EYV5wNhmg%3d%3d[3/14/20192:25:54 PM]
Florida Building Code Online
Certified By
F Product Approval Method Method 1 Option A
t? Date Submitted 06/12/2018
Date Validated 06/28/2018
Date Pending FBC Approval
Date Approved 07/02/2018
$ummary,vf Products _ .W _ i
FL'# Model,Number or Name°k Description 0
{ 17759.1 Series 623HVHZ 2Panel Sliding Glass Series 623 HVHZ 2Panel Sliding Glass Door
Door
a ` : Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17759 R3 C CAC NI011134-R2.odf
� a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +65.0/-65.0 Installation Instructions
Other:Approved Configurations OXO. Frame material to be FL17759 R3 II 08-01671B .odf
#_ rigid PVC from Deceuninck North America AAMA Certified(DEP- Verified By: Luis R. Lomas, P.E. 62514
1). Created by Independent Third Party: Yes
Evaluation Reports
FL17759 R3 AE 512351B.Ddf
Created by Independent Third Part : Yes,
cy� a - ro
17759 2 Seres 623r,HVHZ Vinyl Slldlrig Glass. • Serles.623 HVHZ Vinyl',Sllding Glass"Door
Door.
- 1mits f`
o Use '� � Certification.Agency,Certificate
Approved for Use'1n"HVHZ Yes h FL97=759 R3 C CAC^NI012526 R4 pdf"
E_ -Approved for use outside HVHZ:Yes Quality Assurance'Contract Expiration Date`
Impact Resistant,Yes.'" 06%30/2024
.°
,. Design PressureB +65/-65 Installation,Instructions "
- Other:Approved configurations. OXO,OXXO;=Frame'material FL17759 R3-II 08-02695B.pdf
' to be ngi&PVC from'Deceuninck North Arrierica AAMA Certified- Verifibd,'By: Luis R. Lomas;P.E. 62514'
( ) by Independent Third Party:Yes ,DEP 1 ::-GLASS INTERLAYER COMPLIES;WITH THE Created
REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING Evali atton,Reports '
f°= TO MIAMI-DADE FOR KURARAY INTERLAYERS FL17759 R3 AE 513471B. ,ndf
a Creat6d'by Independent Third Party: Yes
r� FEWER ME '
� Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
X;
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,emall 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
mall 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.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
5K Wfl ®RV
Credit Card
�. Safe.
h s://www.floridabuildin .or r/r a dtl.as x7 aratn=wGEVX wtD s%2bbt23mLgHob4FZRAWs J8Pz4H A7I C7EYVSwNhm °/3d%3d 3/14/2019 2:25:54 PM
ttP g g/P P PP_ P P Q q 61 4P Q g^ I )
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 513471 B
434-688-0609
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
Fort Myers,FL 33912
Product Line: Series 623 HVHZ PD W/Impact Brackets High Pressure Vinyl Equal Leg Frame Sliding Glass Door
Compliance:
The product mentioned above 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 08-02695 revision B, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Test Report No.: CTLA 3006WA signed and sealed by Ramesh C. Patel, P.E.
Certified Testing Laboratories,Orlando, FL
AAMA/WDMA/CSA 101/I.S.2/A440-11
Design pressure: ±65.Opsf
Water resistance: 9.Opsf
ASTM E1886-05 and ASTM E1996-09
ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,±70.Opsf design pressure
3. Test Report No.:CTLA 3006WD signed and sealed by Ramesh C. 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,±65.Opsf design pressure,9.75psf water penetration.
TAS 203-94 Cyclic Pressure loading±65.Opsf design pressure
4. Anchor calculations, report number 513471-1A, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations'and Conditions of use:
• Maximum design pressure: ±65.0 psf
• Maximum panel size: 49 3/16"x 93 1/2"
• Approved configurations:OXO, OXXO.
• 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 rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02695
Revision B.
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 don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
��� g R• L 0
` v••��CENsfi9�/�
o 40 51 '
- TATE 4F0 Is
III
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
06/25/2018
REVISIONS
REV - DESCRIPDON DA1E APPROVED
A REMOVED FIN INSTALLATION 07/29/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" CRETE FLEX 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 WITH 1
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .067" THICK MINIMUM
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OXO AND OXXO.
THE ARCHITECT OR ENGINEER OF RECORD.
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 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 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:0111012018
FASn:RN MCN AD�10N1RAL SYLIEMS
• Eastern EASTERN MEnLLSUPP Y F.I IL p'I
+aui oowcsnc AVE \\J\ �9
A„ FORT LAYERS,iL St91�
623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE _ M- TATVOF-',"�z6:�
VINYL EQUAL LEG FRAME SLIDING GLASS DOOR
TABLE OF CONTENTS NOTES
SHEET NO. DESCRIPTION DRAWN: DWG N0. REV 0��•'cfpR10P;•�\�
1 NOTES N.G.
2 ELEVATION SCA NTS DATE 04/16/15 08SHEETT 1 OF 6 B
LE
3 — 5 INSTALLATION DETAILS L.ROBERTO LOADS P.E.
_ 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R. Lomas P.E.
6 COMPONENTS 434-688-0609 dlomas@Idomaspe.mm FL No.: 62514
REVISIONS
192" FRAME WIDTH REV DESCRIPTION DATE APPROVED
A REMOVED FIN INSTALLATION 07/29/15 R.L.
6" MAX 12" MAX O.C. —{ 6" MAX
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
6" MAX
12"
MAX O.C.
0 X X 0
96" a b
MAX
FRAME1"
HEIGHT
3/16" TEMP. 1/8" ANN.
090" SG BY KURARAY
MAXEXTERIOR
1/8" ANN.
6" M INTERIOR
DURASEAL/QUANEX
625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR SPACER
EXTERIOR VIEW GLAZING BEAD
A'IEclN�7.AK�4,I7 STRUCTURAL SEALANT
SIKAFLEX 552
DESIGN PRESSURE RATING IMPACT RATING
SETTING BLOCK (30096)
t65.OPSF LARGE AND SMALL 5/8" BITE 85 DUROMETER
MISSILE IMPACT BY CENTRAL RUBBER
MISSILE LEVEL D,WIND ZONE4,AND HVHZ 9 ^ ] EXTRUSIONS
GLAZING DETAIL
NOTES:
1. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2"
2. MAXIMUM D.L.O.: 40 3/4" X 85"
3. (4) 1" X 1/4" WEEP NOTCHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG.
SIGNED:0111012018
EASTERNARCHITECTURAL SVSiEMS 1111)i)'//
ON
HARDWARE SCHEDULE Eastern EASTERNMETALs'Pny \\\c� R L.OA' j.
■ 1BL1 WMESTIC AVE \ \ 4
A. (4)STEEL FRONT ADJUSTABLE TANDEM ROLLER AT EACH OPERABLE PANEL BOTTOM RAIL CORNER �"p„ vi n�`. iORTMYERS.FL1t91Y '\� O • BEN 9
B. (2)INSIDE/OUTSIDE PULL HANDLE AT LOCK STILE OF OPERABLE PANELS 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE it• 0 5
0. (1)GEMINIIILOCKVNTH2450TRIMPLATE381/4°FROM BOTTOM PANEL AT LOCK STILE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR ,fl' 5 [Y
D. (1)STEEL KEEPER(GEMINI 1')38 1/4"FROM BOTTOM PANEL AT LATCH STILE ELEVATIONS ,v TAT. OF i
E. (1)ALUMINUM REINFORCEMENT H SHAPED(10300151)AT EACH FIXED PANEL INTERLOCK DRAWN: DWG NO. REV o��j 0��•:cZQR\OQ;'��
F. (ALUMINUM SQUARE TUBE REINFORCEMENT(10300151-A)ATEACH OPERABLE PANELVERTICALINTERLOCKRAIL N.G. 08-02695 B
G. (1)FREE FLOATING ALUMINUM REINFORCEMENT(10300150)AT EACH FIXED PANEL JAMB STILE AND ACTIVE PANEL LOCKSTILE SCALE NTS DATE 04/16/15 SHEEr2 OF 6 ONA11�\\\\
H.1(1)ALUMINUM RAIL INSERT REINFORCEMENT(10300152)AT EACH OPERABLE PANEL BOTTOM RAIL
L.ROBERTO LOMAS P.C.
I. (1)ALUMINUM"L"ANGLE(EMS 11-63-275)AT FRAME SILL 1432WOODFORDRDLEWSVILLE,NC27023 Luis R. Lomas P.E.
J. (4)NYLON IMPACT BRACKETS(011H055-D)ONE AT EACH OPERABLE PANEL INTERLOCK STILE,TOPiBOTTOM RAIL INTERFACE 434-688-0609 rllomasOalrlomaspe.0om FL No.: 62514
5/8" MIN. REVISIONS
EDGE_DISTANCE _ _ _ _ REV DESCRIPTION DATE I APPROVED
WOOD FRAMING A REMOVED FIN INSTALLATION 07/29/15 R.L.
OR 2X BUCK
BY OTHERS 1 7/16" MIN. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EMBEDMENT
BACKER ROD 0 O 1 7/16" MIN. 1/4" MAX.
& APPROVED 1/4" MAX. EMBEDMENT SHIM SPACE
SEALANT SHIM SPACE
a I
- F
Q J
❑ ❑ 5/8" MIN. ❑
0 #14 WOOD SCREW EDGE DISTANCE
INTERIOR
❑ 6L 0 p
#14 WOOD ^o
D D SCREW IVY
El—
EXTERIOR 4 i
INTERIOR
WOOD FRAMING ❑
OR 2X BUCK EXTERIOR
Q ❑ Q BY OTHERS
BACKER ROD
& APPROVED
SEALANT
00 #14 WOOD JAMB INSTALLATION DETAIL
SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
n
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT o a SHIM SPACE
WOOD FRAMING —t 1 7/16" MIN.
OR 2X BUCK BY OTHERS EMBEDMENT SIGNED:0111012018
FASIERN MCMTE10U SYSTEMS
Eastern EASTERN NETA SU RY \c,R'![
5/8" MIN A 1-1 ooMEsncnvE \�J\
EDGE DISTANCE ..,w_.. .. .o" _. n .�>�,� �`v'.`\G E IVSF'iP
VERTICAL CROSS SECTION 623�HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE *M- TAT
5
WOOD FRAMING OR2XBUCKINSTALLATION - VINYL EQUAL LEG FRAME SLIDING GLASS DOOR -II ��
INSTALLATION DETAILS �g1OF.40
��
NOTES: DRAWN: DWG N0. REV %�'c �(O,RyOP
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NACE
2.PERIMETER AND JOIN SEALANT BY OTHERS SCALE NTS DATE 04/16/15 08 SHHEET35 OF 6 B ���NOT SHOWN FOR CLARITY. ,SjO.111110�\\�
S
DESIGNED IN ACCORDANCE WITH ASTM E2112
L.ROBEATO LOMAS P.E. LU1S R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 dlomas@IAomaspe.mm
I
REVISIONS
5/8"MIN---- REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A REMOVED FIN INSTALLATION 07/29/15 R.L.
1/4" MAX. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L
METAL SHIM SPACE
STRUCTURE 1/4" MAX.
BY OTHERS r SHIM SPACE
APPROVED
C7��� 'I1
SEALANT
5/8" MIN. ❑
a EDGE DISTANCE
❑ ❑ #12 SMS OR
SELF DRILLING
QO SCREW INTERIOR
#12 SMS OR p
SELF DRILLING o
❑❑n SCREWS
❑ 0 ❑ �o
D D �o
METAL ❑
STRUCTURE
EXTERIOR I INTERIOR BY OTHERS EXTERIOR
n BACKER ROD
u & APPROVED
fl or
fl � SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
O
#12 SMS OR
❑ SELF DRILLING
a
SCREW
BACKER ROD
& APPROVED
SEALANT o o 1/4" 'MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
SIGNED:0 i/10/2018
/ , '. EASTERN ARCHITEOTURAl5Y5TEMS `1i1l IIII/
5 8" MIN I �g AOMSION OF
EDGE DISTANCE Ea EASTERN ISION BUFF V `\\\
16a1 DOMESTIC AVE \ ��• �/
FL1191] `'� G E N" wit
VERTICAL CROSS SECTION eoo+99.va r.'�\ SF;cP
METAL STRUCTURE INSTALLATION 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE * � 51 *_
VINYL EQUAL LEG.FRAME SLIDING GLASS DOOR
INSTALLATION DETAILS TAT OF vim;
NOTES: DRAWN: DWG NO. REV
1.INTERIOR AND NOT SHOWN FOR CLARITY.
FINISHES,BY OTHERS, N.G.G. DAZE 08 OE2�695 B /Q�A;;��\�\\
2PERIMETER AND JOINT SEALANT BY OTHERS TO BESCALE NTS 04/16/15 4 OF 6
DESIGNED IN ACCORDANCE WITHASTME2112 L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 Alamas@lrlomaspe.wm
1 3/4" MIN. REVISIONS
EDGE DISTANCE r REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY4, I A REMOVED FIN INSTALLATION 07/29/15 R.L.
BY OTHERS '' `° c •4 B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
•a`
a 1 1/4" MIN.
OPTIONAL 1X BUCK ° '• 14' Q:` EMBEDMENT
1 1/4" MIN.
SEE NOTES 3 — 7
SHEET 1 T EMBEDMENT
j
BACKER ROD
& APPROVED 1/4" MAX. 1 3/4" c SHIM SPACE
SEALANT SHIM SPACE MIN. ba.
o EDGE
❑ ❑ DISTANCE a d
Qo INTERIOR
1/4" CRETE—FLEX
TAPCON a °
D U 1/4" CRETE—FLEX
O❑ ❑9E TAPCON
•:v.a°
p
�o
Do
EXTERIOR INTERIOR a
OPTIONAL 1 X BUCK 7BACKER
SEE NOTES 3 — 7�JSHEEf 1❑ 9 ROD EXTERIOR
IL CONCRETE/MASONRY & APPROVED
BY OTHERS BY
JAMB INSTALLATION DETAIL
1/4" CRETE—FLEX
BACKER ROD
❑ TAPCON CONCRETE/MASONRYINSTALLATION
& APPROVED ❑ NOTES:
SEALANT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAX NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK o o SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 — 7F7[:Ill(r
DESIGNED IN ACCORDANCE WITH ASTM E2112
SHEET 1 SIGNED:0111012018
EASTERN AADMI TIIRAL SYSTEMS '�1„111'/I,.
CONCRETE/MASONRY wrl_*w
EasternEASTeae°nNi°suRv Y \�SBY OTHERS ° L I 1 DOMESTI E �\J\1 1/4" MIN. " "o " FORTM ERS.FLJ3813 'mac N
EMBEDMENT ,:. �•�v� E 9F�9S��623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE =� *
• °•° •' a'` VINYL EQUAL LEG FRAME SLIDING GLASS DOOR
INSTALLATION DETAILS TAT OF
1 3/4" MIN. DRAWN: DWG NO. REV 'F'''fORI
VERTICAL CROSS SECTION EDGE DISTANCE N.G.
DATE 08 5022695 B
CONCRETE/MASONRYINSTALLATION NTS 0LROBER 5 5 OF 6
L ROBERD LEWIS IP.E. LU1S R. Lomas P.E.
1432 WOO-0609 ROLEWIfflomape.27023 FL No.: 62514
434-688-0609 Alomas@lAomaspa.cnm
REVISIONS
REV DESCRIPTION OA7E APPROVED
A REMOVED FIN INSTALLATION 07/29/15 R.L
8 REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
ALUMINUM ASTRAGAL PVC ASTRAGAL ADAPTER
ATTACHED TO PANEL WITH ATTACHED TO ASTRAGAL WITH
#8 X 2" PH SMS #8 X 3/4" PH SMS
5" FROM EACH END AND 5" FROM EACH END AND
12" MAX O.C. THEREAFTER 12" MAX O.C. THEREAFTER
I ❑ I
❑ Da ❑� 0❑
❑ni
a❑
ASTRAGAL AND MEETING RAIL DETAIL
KEEPER
#8 X 3" PH SMS
TO ATTACH KEEPER TO PANEL
5" FROM EACH END AND
12" MAX O.C.THEREAFTER
SIGNED:0111012018
ew mm AacNmacTuausrsTFa+s 111117/
m EHNnMEi1LLe5FUG"LY .�\\`5 R/� .t
• �A FOfR MYERe.FL 11913 \\\�\•my EN f•1 •�-f1//�( .
n"w ern ..ma..a as am 800-1]],t]06 =�m•�� SF".S �.
623�HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE =*• 0 51
VINYL EQUAL LEG FRAME SLIDING GLASS DOOR + try(3��
COMPONENTS ; STATE OF
N GN DWG NO. 08-02695 RB / �s+s;�`ORM�G�\\�
AL
SNIP NTS DATE 04/16/15 SN�T6 OF 6 �i'//� Ifilt O���
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RO LEWISVILLE,NC 27D23 FL NO
62514
434-688-0609 illomas0domaspe.cam