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FL# FL27113-R3
Application Type Revision
Code Version 2020
Application Status Applied For
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature lames 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
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2012
ASTM E1996 2012
ASTM E1996 12a
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL27113 R3 Eauiv EERNo2548 Rev2 Series650 SG❑ ss,pdf
FL27113 R3 Eouiv FL27113 E pj_f
https:l/www.goridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgsiWEgpVGIupCmT]JeVIOTeklO7ZUzMzHDOPfvLHtGMF-A%3d%3d 1/4
2/1/2021 ` Florida building Code Online
Product Approval Method Method I Option A
Date Submitted 09/09/2020
Date Validated
Summary of Products
LFL; Model,Number or Name Description
27113.1 Series 650 Multi-Siide/Pocket Vinyl Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Non-
Sliding Glass Door Impact and Nan-HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL27113 R3 C CAC_NI013954.01-Rl.pdf
Approved for use outside HVHZ: Yes Ek 27113 R3 C CAC NI013954,02-Rl.pdf
Impact Resistant: No FL27113 R3 C CAC NI013954.03-Rl.pdf
Design pressure: N/A FL27113 R A -
Other:See Installation Drawing for Design Pressures of FL27113 R3 C CAC NI013954.08-111.od
Various Door Sizes and Sill Heights. FL27113 R3 C CAC NI013954-Rl.pdf
Quality Assurance Contract Expiration Date
03/31/2024
Installation Instructions
FL27113 R3 II EAS0006 RevA Series 650 SGD ss.pdf
Verified By: Robert 3.Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL27113 R3 AE PERNc2548 Rev2 Series650D s .pd
Created by Independent Third Party: Yes
27113.2 Series 650 Multi-Slide/Pocket Vinyl Series 650 Multi-Slide/Packet Vinyl Sliding Glass Door-Impact
Sliding Glass Door and Nan-HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL27113 R3 C CAC NI013954.05-Rl.pdf
Approved for use outside HVHZ:Yes FL27113 R3 C CAC_N1013954.06-Rl.pdf
Impact Resistant:Yes FL27113 R3 C CAC NI013954,07-R1.pdf
Design Pressure:N/A FL27113 R3 C CAC_N1013954,09-111.pdf
Other:See Installation Drawing for Design Pressures of l Quality Assurance Contract Expiration Date
Various Door Sizes and Sill Heights. f 03/31/2024
Installation Instructions
FL27113 R3 II EAS0006 RevA Series 650 SGD ss.pdf
Verified By: Robert 3, Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL27113 R3 AE PERNa2548 Rev2 Sgrigs�50_5GD ss.pd
I Created by Independent Third Party:Yes
27113.3 Series 650 Multi-Sllde/Pocket Vinyl Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Impact
Sliding Glass Door and HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL27113 R3 C CAC NI 1 4 10-R1. df
Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI013954.11-Rl.adf
Impact Resistant:Yes FL2247113 R3 C CAC NI013954.12-Rl.pdf
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other:See Installation Drawing for Design Pressures of 03/31/2024
Various Door Sizes and Sill Heights. Installation Instructions
FL27113 R3 II EAS0007 Revo Series 650 SGD HVHZ ss.pd
Verified By: Robert 1.Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL27113 R3 AE PERNo2548 Rev2 Series650 SGD ss.rjf
Created by Independent Third Party: Yes
27113.4 Series 650 Vinyl SGD CW-PG45 Series 650 Vinyl SGD w/and w/out pockets CW-PG45 Impact
Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL27113 R3 C CAC N1013954.21.odf
Approved for use outside HVHZ: Yes FL27113 R3 C CAC NI013954.22.pdf
Impact Resistant:Yes FL27113 R3 C CAC N1013954-25.pdf
Design Pressure: +45/-45 Quality Assurance Contract Expiration Date
Other: 04/30/2023
Installation Instructions
FL27113 R3 II 08-03552.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL27113 R3 AE 514633.W
Created by independent Third Party: Yes
27113.5 Series 650 Vinyl SGD CW-PG45 Non- Series 650 Vinyl SGD w/and w/out pockets CW-PG45 Non-
Impact Impact
https:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgsiWEgpVGlupCmTlJeVIOTeklO7ZUzMzHDOPfvLHtGMEA%3d%3d 214
`L REMSIO`NS
REV DESCRI?MN DArF I APPRDVED
NOTES 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
1 THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1-1/2" 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. IX BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- UNITS MUST BE ANCHORED STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION 17. ALL FASTENERS TO BE CORROSION RESISTANT.
INSTRUCTIONS. ANCHORS SHALL BE SECURELY FAST£NEO DIRECTLY INTO MASONRY, 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
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. UNITS MAY BE A_ WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/GROUT FILLED BLOCK PER ASTM COO WITH Fm=2,000PSI MINIMUM.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048"} FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF FU=30KSI .125" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD-
7- BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT
IS PROVIDED
8. 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 13 FOR GLASS DETAIL.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIN❑
BORNE DEBRIS REGIONS UP TO WIND ZONE 3-
14- FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 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:0710212020
EASTERN ARCHITECTURAL SYSTEMS ��uulrrin��
16341 DOMESTIC AVENUE 4�;�,\�R' �'�•frrr
FORT MYERS. FL 33192 ��v•4\G N p 4s'y
TABLE OF CONTENTS SERIES 650 VINYL SGO 4TAT
5T
SHEET NO. DESCRIPTION W/ do W/0 POCKET CW-PG45 IMPACT
NOTES
1 NOTES DRAWN No REV ��'n• �L f
ir�`�. OR►0.be`,��
2 ELEVATION A.R. 08 s03552
3 HORIZONTAL CROSS SECTIONS NT5 wrE 05/11/2020 1 OF 14
4 - 13 INSTALLATION DETAILS L ROBFRMLOMASP•C Luis R. Lomas P.E.
1432 WOODFORD RDL£WISWLLE,NCZ7023 14 COMPONENTS FL NO.: 525I4
A3f-s9e-0B09 r+hm+s�l+tonraspe.mm
REVISIONS
pESCRIPT.ON PATE APPROVED
193 1/4" FRAME WIp1H
p 6" MAX � � 21" MAX D.C.
6' MAX �`______= 6 MAX
21 21"
MAX. O.C. a d MAX O.C.
1
NOTES;
POCKET L PANEL 5IZE:50114"r9211118"
BY 2. MAXIMUM D.L.O.:43 1/4'r 85 i vw
OTHERS
POCKET HOOK 650 VINYL SGD XXXX•IMPACT i
ANCHORS EXTERIOR VIEW
DESAGR PRESSURE RA TIylA7' PAPA C T R4 TING
t45.4FSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL 0,WWO ZONE 3
WITH 0.522"OR 1.44'OR 1.94'SILL RISER
(4)PANELS ONZTRACK FRAME WIPOCKET SHOWN.MATIPLE PANELS WITH OR WPTHi yff POCKETS IN
2TRACK,3TRACK OR 4 TRACK ARE APPROVED AS LONG AS WOIWDUAL PANEL AREA DOES NOT EXCEED
32.38 FT:AND USES VERTICAL CONDITIONS AS SHOWN HEREIN
SIGNED:0710212020
EASTERN ARCHITECTURAL SYSTEMS �►>►�IIIiI►AA.
16341 DOMESTIC AVENUE ��,\�?
FORT MYERS, FL 33192 V•v�C+�h3��eT
SERIES 650 VINYL SG❑ —*•OTATe
5
W/ & W/O POCKET CW—PG45 IMPACT —
ELEVATION � F
W—
HARDWARE SCHEDULE DRAWNuwr;uo REV :' .�'�Z00 a���:
B. NETS. IONAL
ASTRAGAL R TISE LOCKWOHILE AT OCrc E521I2'FROMTW OF LOCK STILES HALE NT$ pRfF 06/1 1/202Q 8 50EET522 ti7f 14 T �rs�PlItm
C. 1983 TAN DEM AXLE$PRO ROLLER BY AWSSU RY AT BOTTOM RAIL S L.ROBERTO LOIMS P.E.
D. ALUMINUM ASTRAGAL 10300233ATACTNEPANEL 1432WOODrORDRDLEWISVILLE,N FL No.:CP7M Luis R. . P.E.
E. ALUMINUM REINPORCEA'ENTAT PANEL TOP.BOTTOM AND LOCK STILE �3�.bgd.pgpg fflgm spA npr,oam : 62514
25
HORIZONTAL - m0
FOR REFERENCE OK Y
WfFHOUT POCKET ARE APPROVED
. . . .
SEE SHEET 13 .- -. .` r
'!. _ � �'� ,l���. � L... I ■dip
��� �I-a �+ .+j��'�� ;�{i-^n� '��_t L � �f■��:��i ..fr111■� i�ill
�■
DC
OXX
XK
oxxo
■ •PXXXX
OXXXXXI XXXXO ■ 0710212020
wr_ {ti
5 -XTATe
1ii T� tea' :ir. — ■arl ..
PXXXXXX ... .
REw A0H5
NEW OESCIBPTION OATS APPROVED
9/16" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 11/4" MIN _ 1/4' MAX
1 1/4" MIN EMBEDMENT SHIM SPACE
EMBEDMENT
IPA 1/4" MAX
BACKER ROD Q SHIM SPACE MIN o
& APPROVED EDGE
SEALANT DISTANCE
— � INTERIDA
#12 WOOD
_ - SCREW #12 WOOD
SCREW
FJCTERKIR
WOOD FRAMING
E][T�Y4AOR INTERIOR OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLA TION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATOY
#12 WOOD
SCREW
SEE SHEET 14
FOR APPROVED
RISERS
BACKER ROD NOTES
& APPROVED 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT NOT SHOWN FOR CLARITY
SHIMM SPACE
F MAX 2 PERIMETER AND JOINT'SEALANT a 0THERS TO BE
WOOD FRAMING � � DESIGNED 1N ACCORDANCE WITH A57M E2112 SIGNED:47/02I2020
OR 2X BUCK
BY OTHERS
i 1/4" MIN EASTERN ARCHITECTURAL SYSTEMS �'<11IIItIIU
EMBEDMENT 16341 DOMESTIC AVENUE ti\N, R. LO��i�r
FORT MYERS. FL 33192 _� •��CE N g 9��y
9/16" MIN SERIES 650 VINYL SGD *• 0 51
EDGE DISTANCE
W/ do W/O POCKET CW—PG45 IMPACT
=� +*w•
2TRACK INSTALLATION DETAILS TAT OF
QZ
VERTICAL CROSS SECTION ���
WpODFRAMWGOR2X BUCK INSTAL LATION A.R. DwG r+u R�+. ire �.LORI�r.'
sc«e wre OS SO3552 10����
NTS ❑6/11/2D20 4 OF 14 Noll
I-A06CR70LOMASPE. Luis R. Lomas P.E.
1432 WOODMR0 AA LEMS VILLE.NC d7023
AU4W-08010 r9mma4rrlumaspa,avM FL No.: 625'4
REVISIONS
RfV DESCRIPTION DATE atPPAOYED
9/16' MIN
EDGE DISTANCE
METAL STRUCTURE
BY OTHERS
1/4" MAX
SHIM SPACE
1
1/4' MAX
BACKER ROD 0 SHIM SPACE MIN
& APPROVED Q EDGE
SEALANT DISTANCE
INTERIOI4
#12 SMS OR
SELF DRILLING 112 SMS OR
SCREW SELF DRILLING
SCREW
METAL STRUCTURE
BY OTHERS EXTERIOR
EXTERIOR INMRkA BACKER ROO
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
#12 SMS OR METAL STRUCTURE INSTALLATION
SELF DRILLING
SCREW
SEE SHEET 14
FOR APPROVED
RISERS
BACKER ROD NOTES.
& APPROVED I. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT
1/4" MAX NOT SNpYYIV FOP?CLARITY
SHIM SPACE 2 PERIME TER AND JOINT SEALANT BY OTHERS TOBE
DESIGNED IN ACCORDANCE WITH AST'M E2112
METAL STRUCTURE BY OTHERS I SIGNED:07110212020
—T EASTERN ARCHITECTURAL SYSTEMS ��►►►11l1+rI111j�
16341 DOMESTIC AVENUE .��,�\g LQ����f
FORT MYERS. FL 33192 �,••y�G E N,p qs���
9/W MIN SERIES 650 VINYL SGD M- TM'07
51W/ & W/O POCKET CW-PG45 IMPACTEDGE DISTANCE 2TRACK INSTALLATION DETAILS •��
VERTICAL CROSS SECTION DRAWN: DwG NO. '�� •j6LQRib' � ���
uerac srRuc rune INsrAL1 AT1L»v _ s'••...•'D�•
SCALE DArE 08 s03E552 s�QHA`►�\���
NTS ❑6/11/202G 5 OF 14
L ROSERTOLOWSP.E. Luis R. Lomas P.E.
,aaz WOOOPCIRP Rn LEWSVUE,NC27M FL No.: 62514
s3+6R8 0609 amRa�Nkvnasl v.cnm
AIL mw�j
REVISIONS
2 1/4" MIN 1 1/2' MIN REV DESCRIPTION DATE APPROVED
SEPARATrDN EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS ,
. • 1 3/4" MIN 1/4" MAX
1 3/4" MIN EMBEDMENT SHIM SPACE
a •f EMBEDMENT
OPTIONAL 1 X BUCK
SEE NOTES 3-7 1/4" MAX MIN
a
SHEET 1 SHIM SPACE EDCE
BACKER ROD DISTANCE
& APPROVED
SEALANT ❑
INTERIOR
2 RAT
1/4 TAPCON MIN
/ SEPARATION
p D
1/4" TAPCON
EXTERIOR
EXTERIOR INTERIOR BACKER ROD
CONCRETE/MASONRY & APPROVED
BY OTHERS SEALANT
OPTIONAL 1 X BUCK
SEE NOTES 3-7
n SHEET 1
{f 1/4" TAPCON
JAMS INSTALLATION DETAIL
SEE SHEET 14 cONCRETEIMA SONR Y INSTAL LATION
BACKER ROD FOR APPROVED
& APPROVED RISERS
SEALANT
NOTES:
1. !INTERIOR AND EXTERIOR FINISHES,SY OTHERS,
❑P7IONAL 1 X BUCK 1/4" MAX NOT SHOWN FOR CLARITY.
SEE NOTES 3-7 SHIM SPACE 2 PERIMETER AND JOINT SEALANT BY OTHERS TOBE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:07102/2020
CONCRETE/MASONRY _ EASTERN ARCHITECTURAL SYSTEMS ���llll+IrIII
BY OTHERS 1 3/4" MIN 16341 DOMESTIC AVENUE
EMBEDMENT FORT MYERS, FL 33192 �••��GENp •iP
41
SERIES 650 VINYL SGD _*• yr s
w/ & W/O POCKET Cw-PG45 IMPACT - r -
2TRACK INSTALLATION DETAILS o4TATrOF
2" MIN 1 1/2" MIN
SEPARATION EDGE DISTANCE DRAWN D-NO REV 'rr�S��aR16A b\�ti
A
VERTICAL CROSS SECTION A.R. DATE o8-�352 E5
CONC-gTEIMASONRYINSTALLATI]N NTS 06/11/2020 fi OF 14
L ROSERTO LOMAS R.E Luis R. Lamas P.E.
1432WOODrORORDLEWSMLE,NC27023 FL No.: 62514
434-088-0609 rlkmas�fAunraSpB.wm
Ilk
Revlslar+s
REV DESCRIPTION SATE APPROVED
9/16" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 1/4" MIN 1 1/4" MIN 1/4" MAX
EMBEDMENT EMBEDMENT SHIM SPACE
1/4" MAX—[ �
S BACKER ROD SHIM SPACE 9/115" INTERIOR
& APPROVED MIN
EDGE
SEALANT DISTANCE
#12 WOOD
SCREW
12 WOOD ❑�SCREW EXTERIOR
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR INTERIOR
y BACKER ROD
!I #12 WOOD & APPROVED
SCREW SEALANT
C JAMB INSTALLATION DETAIL
SEE APPROVED
14 WOOD FRAMING OR 2X BUCK INSTALLATION
FOR APPROVED
RISERS
BACKER ROD NOTES:
& APPROVED 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 1/4" MAX 2. NOT SHAWN FOR CLARITY
PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING SHIM SPACE DESIGNEOINACCORDANCE WITH ASTM E2112
OR 2X BUCK ° SIGNED:0710212020
BY OTHERS F 1 1/1, MIN EASTERN ARCHITECTURAL SYSTEMS �oliI1IIIII/�
EMBEDMENT 16341 DOMESTIC AVENUE ,t��\5 it t�At/Iram
FORT MYERS, FL 33192 v••4�GEN p�9�
9/16., MIN SERIES 650 VINYL SGD A• 0y�5
EDGE DISTANCE W/ & W/D POCKET CW-PG45 IMPACT 7D4(�
3TRACK INSTALLATION DETAILS � TAT�IF
VERTICAL CROSS SECTION prsgwN DWC NO. FEV '%a��.,;.CpRld�;bti� :
WOOD FRAMING OR2X8UCIfINSTALLATION A,R. GATE 0850E552 - N,'0/0NAl-'E
NTS 06/11/2020 7 OF 14
L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
14.32 WOODFORD RD I.EWISYILI.E,NC 27023 FL No.: 62514
�3C�88-06UY n�omasQDlrbmaspa.mm
REMSIONS
--R-14 oArE APPROAC)
9/16- MIN
EDGE DISTANCE
METAL STRUCTURE
BY OTHERS
1/4' MI"
SHIM SPACE
1/4" MAX
BACKER ROD
SHIM SPACE 9/16" INTERIOR
& APPROVED MIN
SEALANT EDGEDISTANCE
012 SMS OR
SELF DRILLING
SCREW p12 SMS DR
SELF DRILLING fl ❑ EXTERIOR
SCREW j1J1
0
METAL STRUCTURE
EXTERIOR INTERIOR
BY OTHERS
1
BACKER ROD
C j 012 SMS OR & APPROVED
SELF DRILLING SEALANT
I SCREW
SEE SHEET 14 JAMB INSTALLATION DETAIL
I FOR APPROVED METAL STRUCTURE INSTAL LA VON
RISERS
BACKER ROD MOTES:
& APPROVED I. INTERIOR AND EXTERIOR?FINISHES,BY OTHERS,
SEALANT
NOT SHOWN FOR CLARITY
1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
METAL STRUCTURE ❑ SHIM SPACE DESIGNED INACCORDANCE Wf7HASTME21I2
BY OTHERS F SIGNED:o71o2j2o2a
7 EASTERN ARCHITECTURAL SYSTEMS ���>111rrII1�
16341 DOMESTIC AVENUE *��\°� It..to
FORT MYERS. FL 33192 ti,••��C EIV,g�;
9/16" MIN SERIES 650 VINYL SGD *• 0 5
EDGE DISTANCE I— WI W/O POCKET CW—PC45 IMPACT
3TRACK INSTALLATION DETAILS 4TAT
r� TAT D F
VERTICAL CROSS SECTON ❑awN: ❑+rc No REV %�'fi� cf O R 0 .•Gti��
METAL STRUCT1 ff MT&"TM ARE NTS r�ir 66/1 1/2020 8 s003552 OF 14 ""�/"/ONAL1
I.AOBERTO LOWS P.E. Luis R. Lomas P.E.
r+s2,WOOD- RDRDLEMSVUE,NC27=3 434 45m mq FL No.: b2514
roRnla� aspr.rom
Alk
RfN SIGNS
4 1/2• MIN 1 1/2' MIN pEy DEscrslPTmre pnre APPROVED
SEPARATION EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS 1 3/4" MIN 1/4' MAX
-0 EMBEDMENT SHIM SPACE
` 1 3/4" MIN
• EMBEDMENT
OPTIONAL TX BUCK
SEE NOTES 3-7 1/4' MAX MIN A TERIOH
SHEET 1 r�� SH3ir1 SPACE EDGE
DISTANCE
BACKER ROD a ,
& APPROVED
SEALANT .
1/4" TAPCON ,
4 s/z' ExrER�aR
MIN
SEPARATION
EIf POOR lNTERKN4
1/4" TAPCON
BACKER ROD
CONCRETE/MASONRY & APPROVED SEALANT
1/4" TAPCON BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SEE SHEET 14 SHEET 1
BACKER ROD I FOR APPROVED JAMB INSTALLATION DErAIL
& APPROVED RISERS CONCRETEIMASONRYINSTALL4TION
SEALANT
NOTES:
I 94MPIOR ANO FXTFRK)R FINISHES BY OTHERS,
OPTIONAL 1 X BUCK ] 1/4" MAN NQT SHOWN FOR CLARITY.
SEE NOTES 3-7 iLJI SHIM SPACE 2• PERWE TER AND JOWT SEALANT BY OTHERS TO BE
SHEET I p r DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0710212020
CONCRETE/MASONRY �� EASTERN ARCHITECTURAL SYSTEMS \010,1rlli�.
BY OTHERS 1 3/4' MIN 16341 DOMESTIC AVENUE `��\\5 R LoV.
EMBEDMENT FORT MYERS, FL 33192 •y�G�NBF sI
• SERIES 6 VINYL SGD ?� *=
w/ & W/O POCKET Cw—PG45 IMPACT =
3 5/16- MIN 1 1/2" MIN 3TRACK INSTALLATION DETAILS �!• TAT OF eye
SEPARATION EDGE DISTANCE DRAWN- owc NO
VERTICAL CROSS SECTION AALE Nrs OAiE D6/1 1/2020 8 S>tEEiS9Z OF 14 /50�14A y,E�V���
CONCR�RY INS TALLA TIOk
L-ROBERTOLOMASP.E• Luis R. Lomos P.E.
14M WOODFORD RD LErinMLE,NC 27p23
434-WO-0000 FL No.: 62514
RE4ISIONS
RfY DESCRIPTION DATE MPRUVED
9/16" MIN
EDGE DISTANCE
1 1/4" MIN 1/4" MAX
EMBEDMENT SHIM SPACE
1 1/4" MIN
EMBEDMENT I
WOOD FRAMING 119/16" ThITERIOfi
OR 2X BUCK ❑ MIN
BY OTHERS 1/4" MA% EDGE
SHIM SPACE DISTANCE
�n LL
BACKER RODII-
& APPROVED _1
SEALANT
C1 - 012 WOOD �I p I EXTERIOR
SCREW12 WOOD LJtiJ
-- - SCREW
WOOD FRAMING
OR 2X 8UCK
BY OTHERS
EXTERADR INTERIOR
III I � . 012 �
— SCREW BACK
CREW ER ROD
—`� & APPROVED
SEALANT
y SEE SHEET 14
11 fl FOR APPROVED JAMB INSTALLATION DETAIL
BACKER ROD RISERS
& APPROVED WOOD FRAMING OR2X BUCK INSTAL LATON
SEALANT
NOTES:
I. MITERIOR AND EXTERIOR FINISHES,BY OTHERS,
" MAX NOT SHOWN FOR CLARITY.
UNCRETE/ SHIM SPACE I PERNAETER AND JOINT SEALANT BY OTHERS TO BE
MASONRY d DESIONEDW ACCORDANCE WTTHASTIN F1'112 SIGNED:0710212020
BY OTHERS
1 1/4" MIN EASTERN ARCHITECTURAL SYSTEMS ��►1IIIItIrr/�
EMBEDMENT 1634E DOMESTIC AVENUE \r? P.•��411��/
FORT MYERS, FL 33192 •*xc E N p':9sir�
SERIES 650 VINYL SGD V- TATe
5 9 16" MIN W/ do W/O POCKET CW-PG45 IMPACT E4TRACK fN5TALla4TIDN DETAILS OF
VERTICAL CROSS SECTION A.R. D No 08-03552 -V rJrt��Ss o0R1DE�6` ti
wDOD FRAMING OR 2X R1/CK M15TALLATTON SC1LE NT$ DniE Q6/1 1/2Q2O SHEET 1 O OF 14 Illfjjj111�\\\
L.ROSER70LOMASP.E. LUIg R. Lomas P,E.
rwWpOODFORDRDLEW VILLE,NC27a27 FL No.: 62514
REVISION$
REV DESCRIPTPON DATE APPRDVE0
9/16" MIN
EDGE DISTANCE
I/4" MAX
SHIM SPACE
METAL - ; 9/1�6„ AAfTERlOR
STRUCTURE - - `` ❑ FAIN
BY OTHERS :�: _ 1/4" MAX EDGE
r^( SHIM SPACE DISTANCE
IIY !R M 1R— L
BACKER ROD �J
& APPROVED
SEALANT -�I
_ _ 1 012 5415 4R �❑� EXTERIOR
L - SELF DRILLING 112 SMS OR
- - SCREW SELF DRILLING
SCREW
METAL STRUCTURE
EXTEP" INTERIOR BY OTHERS
#12 SMS OR
SELF DRILLING BACKER ROD
_ � 1 SCREW & APPROVED
{ SEE SHEET 14 SEALANT
BACKER ROD
FOR APPROVED JAMB INSTALLATION DETAIL
RISERS _
& APPROVED RISERS STRUC TURF!lVSTALLATIC]N
SEALANT
- NOTES:
r. ANTERIOR ANO EXTERIOR FINISHES,BY OTHERS,
R CLARITY
FETAL 1/4" MACE ? NOT� A D
SHIM SPACE JOINT SEALANT BY OTHERS TO BE
STRUCTURE DESIGNED AAIACCORDANCE WflFiASTIlRE2r12
BY OTHERS — ° ° � � F SIGNED:{77/021Pr720
-T EASTERN ARCHITECTURAL SYSTEMS ����1111rrrlr��
16341 DOMESTIC AVENUE \,\\5 L
FORT MYERS. fL 33192 ��ti•4�U EllsF'f,�+���
SERIES 650 VINYL SGO —*• a 5 *�
9/16" MIN W & W ❑ POCKET CW-PG45 IMPACT
EDGE DISTANCE 4TRACK INSTALLATION DETAILS �vTATE OF -
VERTICAL CRASS SECTION DRAWN. Dwc NCI Ry �i • r[ORI
METAL STRUCTURE+WSTALLATIO/M A.R. 08-03552 - �if,rs�••••�6`�.
SI:ALE NTS II1A" D6/1 1/2020 ;NEE'1 1 OF 14 ,•A�IO�A 11 �,',
L.ROEERTOLCWSP.E. LUIS R. Lomas P.E.
0432 WOODFORD RA LEWISVRLE,NC 27023 FL NO.: 62514
4.4l SW 0809 d7pmp5�l+b+na5pe.[V�++
14,
REM40M
2 1/4" MIN 1 1/2" MIN H. OESC RiP11pN OAT[ APPROVEDSEPARATION COGE DISTANCE
CONCRETE/ 1 3/4• MIN 1/4" MAX
MASONRY EMBEDMENT SHIM SPACE
BY OTHERS
• 1 3/4" MIN
• EMBEDMENT
1 1/2'
MIN INTERIOR
OPTIONAL IX BUCK L=j 1/4' MAX EDGE
SEE NOTES 3-7 SHIM SPACE DISTANCE
SHEET 1 —��
BACKER ROD
& APPROVED +
SEALANT — 7/4" TAPCON
1/4" TAPCON OPTIONAL IX 8 �❑� E7lTERIOR
SEE NOTES 3-7 3-7
SHEET 1
a
2 1/4-
MIN
SEPARATION
ExTE►" INTERIOR
1/4" TAPCON BACKER ROD
r - CONCRETE MASONRY & APPROVED
/ SEALANf
BACKER ROD SEE SHEET 14 BY OTHERS
& APPROVED FOR APPROVED ,IAMB INSTALLATION DETAIL
SEALANT -- RISERS C0NCRETE46fASONRYWSTALLATION
NOTES.
OPTIONAL 1 X BUCK 1. WTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEE NOTES 3-7 NOT SHOWN FOR CLARITY.
SHEET 1 1/4- MAX 2 PERIMETER AND JOW7 SEALANT BY OTHERS TO BE
SHIM SPACE OESIGNED IN ACCORDANCE KUH ASTM E2112
�1 � � SIGNED:0710212020
CONCRETE/MASONRY EASTERN ARCHITECTURAL SYSTEMS ��~111IIrIII��
BY OTHERS 1 3 a" MIN 16341 DOMESTIC AVENUE ��rrrr°+R..toSf����
y r FORT MYERS. F 33192 vyE N EMBEDMENT f�9iy+
' SERIES 650 VINYL SGD *• �Va 5
W/ do W/O POCKET CW-PG45 IMPACTb
i
4TRACK INSTALLATION DETAILS ��q, 7ATe4
2 1/4" MIN y 1 1/2" MIN uRAWN: )WG Na R ice" �LOi;10p •� i
SEPARATION EDGE DISTANCE A.R. 08-03552 - sS�aHgt
VERTICAL CROSS SECTION SCALE NTS ""' D6/1 1/2020 SHEE 12 OF 14 AIIIr1111I'0\
CONCRETEMASONAYWSTALLATION L.ROBERTOLORIASP..E-
I.32 WOODFORD RD LEWISV&LE,NC 27023 Luis R. Lomas P.E.
air aes 0609 FL No.: 625 T 4
RE+RSIDNS
REV DESCRIPTION GATE APPROVED
9/16- MIN WOOD FRAMING 9/16" MIN METAL STRUCTURE
EDGE DISTANCE OR 2X BUCK EDGE DISTANCE BY OTHERS
BY OTHERS
MIN
EMBEDMENT INTERK)n
INTERIOR
O J 12 SMS OR [�
12 WOOD SELF DRILLING
SCREW SCREW
EXTERNJH EXTERCR
P-HOOP(CROSS SECTION RHOOK CROSS SECTION
WOOD FRAMING O?2K BUCK INSTALLATOOV METAL STRUCTURE WSTALLAngbY
MASONRY/CONCRETE 1 1/2" FAIN
BY OTHERS EDGE DISTANCE
11
3/16" ANN
1 3/4" a r .09D PV8 BY KURARAY
MIN
EMBEDMENT a•• ° 3/16" TEMP 3/16" ANN
WTERAOR EXTERAOR pV7ERA0R
BACK—BEDDING
OPTIONAL 1X BUCK SIKAFLEX 552 XL EDGE SPACER
BY CARDINAL
SEE NOTES 3-7 SETTING
SHEET 1
1/4" TAPCON 3/a" BITE BLACK SIGNED:0710�020
�� EASTERN ARCHiTECTURAL SYSTEMS Nolk111r11i/�
EXTERIOR 1FORT M MESTIFL 33192 �>,5•"E H 0 7 fr�i
/i
C AVENUE
GLAZING DETAIL _,,••4■c sF s
P-HOOICCROSS SECTION SERIES 650 VINYL SGO +�,�10,8�5 *
CGtAACRETEINASDAp3YM15TALLAT1CM11 W/ do W/Q POCKET CW—PG45 IMPACT rr -
P—HOOK AND GLAZING INSTALLATION DETAILS �7p• TAT OF fy'
�a.
DRAWN: owc NV xN ��'n�• EC0RVID •� ���
A.R. DATE 08 503552 - �QHAL1E�j
NTS ❑6/11/2020 13 OF 14
L.ROBEATOLOMASPE r4M WOODFORO RD L EWlsviuE,A?C 27P2 Luis R. Lams P.E.
3 p
FL Np,; 8514
�-68&0607 N,bms6�rnnmaepg-com
REV DMRFPT4N WE FPPROYEO
1 9/16"
I i 3/4" 7/16" 1 5/8"
5 7/16" 2 5/8"
CLIP(t 0300264�
❑ ( - 3 1/8 ALKAYNYLAU60A5•r51.r575"THICK)
�I 2 1/16 z 1/16"
e0� ��
n 1/¢.,L5 1
MAIN FRAME(100d1160) FRAME AD (10001.1g) TOP/6OTTOM RAIL AND LOCK STILE T—
PVC(A I0'THICK) PVC{-1 io-T CK) REINFORCEMENT(10300231) ASTRAGAL COVER Ll0001100�
ALL,UuuLN 6033-r5(.>•ss-THICK) L nn pvc 1.040'THICK)
SASH FRAME(10001170]
PVC(.075-THICK)
t 9/16" 1 1/2"
2 5/8"
2 1/1fi"
a 9/16" r JAMB SPACER(10300300)
AL UMWUM SW-TS(-070-THICK)
2 9/tfi" 2 1/16" L 3/8"
9/18 t 1 8
ASTRAGAL 110300241 ASTRAGAL COVERI'i00011Q11 INTERLOCK STILE INTERLOCK L10300237) INTERLOCK COVER
A,UMkVUM 6as3-T5(.Ton•THICK) PVC(.OW-THICK) REINFORCEMENT 103003f19 ALLWW+M c003-T3 I.100•THICK) PVC(.OW-THICK
f � GLAZING BEAD(10001175)
ALUMINUIW 6"-TS(-165'THICK) PVC(.075'THICK)
7/tfi"
SIGNED:0710212020
9/1e" EASTERN ARCHITECTURAL SYSTEMS ����Wlllf/?�
16341 DOMESTIC AVENUE `>>�,g R L D417��i�
3 S/1S" 3 13/16" FORT MYERS. FL 33192 ��v.��E 9� =
2 3/e" ac
SERIES VINYL �� v 5 *=
2" W/ W/❑ POCKEKE T CW-PG45 d5 IMPACT =
C014PONENTS �x1_ ETATOE OF
ORAWK: owe NV ��C�y�`�:r�4R10�.'�\y```��'
R.
41
03552
A 11.11M NUM 6063-SILL RISER T5�n78'THICK ALUMfNUUM66os3-SILL RISER T5_030-TMV A51MNRMSER•T51�� ALLAUNLA6pfA4-7f,75S'TNCKK sr".e Irn1F os1`714 — i,�/s1Q+11110N
) 7 NITS ❑fi/11/2g20 14 OF 14
L.ROBERTOLOMASPE, omps f'-!:.
L
143P WWDFORD RD LEWISVR.LE,NC OM23 FL Luis R. 6 25 i 4
414- -ow 'Somosoww"aPo.mm