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$ ..« FL# FI-14608-1113
Application Type Revision
Code Version 2020
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
Product Manufacturer Eastern Architectural Systems
Address/Phone/Emall 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
easengineering@easternmetal.com
Authorized Signature 3ames Flesher
easengineering@easternmetal.com
Technical Representative aim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Emall
Category Windows
Subcategory Fixed
Compliance Method Certification Marie or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Yerr
AAMA/WDMA/CSA 101/I,S.2/A440 2011
ASTM E1886 2012
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14§U8 R13 Eouly FL14608 AAMA EO.odf
Fl 14608 R13 Eauiv FL14fiOA ASTM EO.odf
https://www.floridabuilding,org/pr/pf_app dtl.a$px7param=wGEVXQwtDgswSZVNfe8A7Zpdtbg7lX7FgCimKBtlfjHDTSpbaiaLnA%3d%3d 113
1/14/22,12:11 PM Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/03/2021
Date Validated 05/18/2021
Date Pending FBC Approval
Date Approved 05/20/2021
8ummary of Products
FL* Model,Number or mama Description
14608.1 T Series"FWI 2000"Aluminum Impact Series"FWI 2000"Aluminum Impact Fixed Window
Flxed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL14608 R13 C CAC N1009023.01-R4.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2024
Design Pressure: +90/-90 installation Instructions
Other: Maximum Size: 144"x 48".GLASS INTERLAYER FL14608 R13 Il 08.02395C.odf
COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Verified By: Luis R.Lomas,RE, Florida P.E.62514
BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMAN Created by Independent Third Party: Yes
1NTERLAYERS Evaluation Reports
FL14608 R13 AE 513168D.gg(
Created by Independent Third Party: Yes
14608.2 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin
Window with Nailing Fin
Limps of Use Certification Agency Certificate
Approved for use In HVHZ: No FL14608 R13 C CAC N7010609-R2 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Onto
Impact Resistant No 07/31/2024
Design Pressurat +80/-80 Installation Instructions
Other: Maximum Size: 71 1/2"x 71 1/2".Frame material to FL14608 R13 11 08-00557C MK
be rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R.Lomas, P.E. Florida P.E. 62514
(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R13 AE 510946B.gd(
Created by Independent Third Party: Yes
14608.3 Series 1446 Vinyl Non-Impact Fixed Series 1446 Vinyl Non-Impact Fixed Window with Flange
Window with Flange
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL14608 RI I C rAG NI010609.01-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/31/2024
Design Pressure: +80/-80 Installation Instructions
Other: Maximum Size: 74 1/2"x 72".Frame material to be Ft 14608 Ri3 11 OR-00559C.W
rigid PVC from Deceuninck North America AAMA Certified(DEP- Verified By: Luis R.Lomas,P.E. Florida P.E. 62514
1) Created by Independent Third Party: Yes
Evaluation Reports
FL14608 RI AE 510948C.r�df
Created by Independent Third Party:Yes
14608.4 SERIES 176 PW PVB VINYL PICTURE SE S 176 PW PVB VINYL PICTURE WINDOW
WINDOW
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL14608 R13 C CAC NI015127.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/30/2024
Design Pressure: +60/-60 Installation Instructions
Other: RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA FI 14608 R13 11 0-03661.odf
CERTIFIED(DEP-1).GLASS INTERLAYER COMPLIES WITH THE Verified By: Luis Roberto Lomas 52514
REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party:Yes
ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS Evaluation Reports
FI 1460A R13 AP 514777.gg(
CreilitildhLiaLependent Third Party: V
14608.5 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL1460B Rh C CAC NIOII878 01•R2.odf
Approved for use outside HVHZ:Yes FL14608 Ril C
CAC N]011878-a2 odr
Impact Resistant:Yes FL14608 R13 C CAC N1011879.01-R2.odf
Design Pressure: +80.0/-80.0 FL14608 R13 C CAC N1011879-R2.12df
htips://www.floridabuilding.org/prlpr_app_dtl.aspx7param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg7l X7FgCimKBtigHDTSp,baielnA%3d%3d 213
1/14/22,12:11 PM Florida Building Code Online
Other: Maximum Size: 72"x 63". Frame material to be rigid Quality Assurance Contract Expiration Data
PVC from Deceuninck North America AAMA Certified(DEP-1). 01/31/2022
WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS To BE installation Instructions
INSTALLED AT 30'OR LESS ABOVE GROUND LEVEL.GLASS FL14608 Rt'+ Il OB-0»oar R9L
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R.Lomas,PC.62514
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: Yes
KURARAY INTERLAYERS Evaluation Reports
FL14609 R13 At 513043D Rdt
Created by Independent Third Party: Yes
14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Cerld loate
Approved for use In HVHZ:Yes FL14608 R13 C CArN1011880 01-R odf
Approved for use outside HVHZ:Yes FL14608 R13 r rer N1011880-R2.2df
Impact Resistant:Yes FL14608 RI3 C CAC N10118BS Or-p odf
Design Pressure: +80,0/-80.0 FL14608 R13 C CAC NI01108L-,B2si&
Other: Maximum Size: 72"x 84". Frame material to be rigid Quality Assurance Contract Expiratlon Date
PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2022
WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE Installation InstruNons
INSTALLED AT 30'OR LESS ABOVE GROUND LEVEL,GLASS FL14608 R13 it 09-02793C.1119
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R.Lomas,P.E. 62514
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: Yes
KURARAY INTERLAYERS Evaluation Reports
FL14608 Rix Ag 511l04 D gdf
Created by Independent Third Party: Yes
14608.7 Series 2456 Vinyl Impact Fixed Series Z456 Vinyl Impact Fixed Window with Naging Fin
` Window with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use In HVHZI No FL14608 R13 C CAC N1010610-R odf
Approved for use outside HVHZ:Yes FLIA608 R13 C CAC N10106 6-R ,+rlf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 06/30/2024
Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1), FL14608 R13 11 08.0056aG;j&
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF Verified By: Luis R,Lomas,FE, Florida RE,62514
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party: Yes
FOR EASTMAN INTERLAYERS Evaluation Reports
FL14608 R13 AE 5109520.p&
_ Created by independent Third Party: Yes
34608.8 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange
Window with Flange
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL14608 R13 C CACNI0106 0 01-R ndf
Approved for use outside HVHZ:Yes FL14609 R13 C CAC NI010656.01-R2 ndf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 06/30/2024
Other: Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1). FL14609 R13 11 OB-00565C.0df
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF Verified By: Luis R.Lomas,P.E. Florida P.E. 62514
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Created by Independent Third Party:Yes
FOR EASTMAN INTERLAYERS Evaluation Reports
FL14608 R13 AF 510954C.g4j
Created by Independent Third Party: Yes
Bach Ncxl.
Conrad us::2601 Blair Stone Road Talla6essee FL 32399 phone,8504137-1824
The State of Florida Is an AAIEEO employe,.gy8vriaht 2007-2013 State of Flor tla ::Pfal84Y Statement::(sisjgpmy Statement Ref red Statement
under Florida law,email addresses arc public records.It you do not went your e-mail address released In response to a public-records request,do not send electronic
..it to this amity.Instead,roAmd the oMCC by phone or by traditional..it.If you have any questions,deew contact 80,487.1395.'pursuant to Section 455.275(1),
Flaride Statute.,effective ORvbar 1,2012,Jim..,licensed under Chapter 455,6S.must pl.vde the papertment with an email eddm.If they have one. rh..-ells
provided may be used for omtlal communication with the licensee.However a1na8 addresses an public ncarE.If you do not wish to supply a personal address,please
provide the Department with an emat address which can be made available to the public.To determine II you are a icensee under Chapter 455,68.,please pick bstr.,
produce Approval Accepts:
®on ® 99
Credit Card
Safe
https:lhvww.fioridebuliding.org/pr/pr_app Ctl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7Zpdfbg71X7FgClmKBt[gHDTSpba(aLnAYo3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
,sED cERTt%,,gr
Pwd ^`9j CERTIFICATION NO: NI015127
DATE: 12/14/2020
a IN 1 t CERTIFICATION PROGRAM: Structural
COMPANY: Eastern Arch
o-; w CODE: 1783-1
cep En PR
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 NAM[approved certification label must be applied to the product toclaim
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 "176 PW PVB"
16341 Domestic Avenue Vinyl Picture Window
Ft. Myers, FL 33912
Configuration:O
Glazing:IG-1/8"Annealed Glass/3/16"Annealed
Glass/0.090"PVB by Dupont interlayer/3/16'Annealed
Glass
Frame: W-1829mm(72") H-1626mm(64")
DLO: W-1707imm(67.19") H-1503rmn(59.19")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +2880 Pa(t60 psf)
Water Penetration Resistance'rest Pressure:430 Pa(9.00 psi)
Large Missile Impact Rated
Product Tested By: Blackwater Technical Services, Inc.
Report No: BT-EAS-20-001
Expiration Date: November 30,2024
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
---
REV I H11Y.I
NOTES: 15- FOR ANCHORING FRAME INTO `HOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE
REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HI 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 MASONRY/CONCRLTE USE 1/4" TAPCON WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH Y' MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1% BUCK OVER MASONRY/CONCRETE IS OPTIONAL
A. WHERE SHIM OR BUCK THICKNESS IS LFSS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
ANCHORED THROUGH THE FRAME !N ACCORDANCE WITH MANUFACTURERS PUBLISHED WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL. BE SECURELY FAS-ENED DIRECTLY INTO I& ALL FASTENERS TO BE CORROSION RESISTANT.
MASONRY, CONCRETE OR OTHER STRJCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED N ACCORDANCE WBH ANCHOR
5. WHERE WOOD BUCK THICKNESS IS 1-1/2` OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER. STRUCTURAL. SUBSTRATE. 'WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MN�MUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A. WOOD - MINIMUM SPECIFIC CRAY!TY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELEC-ION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .125' THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
A. 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, APPLES AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SJSTNNNC APP'JCAB>E LOADS.
10. WIND LOAD DURATION FACTOR CC-1.6 WAS USED FOR WOOD ANCHOR CA_CULATIONS.
11. FRAME MATERIAL- EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300. SEE SHEET 6 FOR GLASS DETAIL.
13. APPROVEO IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT N WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE- LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
SIGNED:0511712021
al® E..:.a..•T,. .'�x.a.,��., \V\\\III 111
EasternRE l Mii
_.� ..:
•SERIES 176 PW PVB PICTURE WINDOW 0 5_*• *-
IMPACT-HVHZ 72" X 64" — � 8{2F, yf'F�v
TABLE OF CGNTENTS ---_-- NOTES p $TAT OF
. •��
SHEET NO. DESCRIPTION ��0' A'
oluwx, .c. %F lOR10C•���
1 NOTES --- -- -�- A.R. :w"' 08-03661 - �Z'SiS/ t�GNNN
2 ELEVATIONS NTS " Ot/12/21 "'`F'I OF s XiZ//�NUIII
AL1E\\p
3 - 5 INSTALLATION DETAILS L.fl06ERT0LD.WSv.e' Luis R. Lomas P.E.
I4 W"I'DRO RD LFIMSVCI F,NCTJ07J
6 COMPONENTS AND GLAZING DETAIL ra+eae aws nbn uYa,rwnaspecwn FL No.: 52514
I sEvlsrovs
a<v xsw�nwv a*L va�+ovca
72" FRAME WIDTH 72" FRAME WIDTH
6" MAX MAX O.C_ 6 MAX 6" MAX 120_C MAX 6" MAX
I
—__ 6^ MAX
I
/ T-
T—
Ill.
MAX O.C. MAX O.C.
64' 64"
FRAME J— FRAME /
HEIGHT / HEIGHT
6" MAX 6' MAX
I
SERIES 176 PW PVB PICTURE WINDOW SERIES 176 PW PVB PICTURE WINDOW
FRAME/NSTALLATION FININSTAUAT70N
EATEWORVIEW E RKM VIEW
DESIGN PRESSURE RA T?r�W PACT RA WW
3 LARGE60.OPSF MISSILE IMPACT
MISSILE LEVEL 0.WIND ZONE 4 AND HVFIZ
SIGNED:05/1 vov
NOTES:
-�� Eastern _
1. O.L.O.: 67 3/16" X 69 3/16" m.� `�r\•�CEIV'9 �8
2. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. ��°'E'nO1 ..c S. R
3. (21 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. SERIES 176 PW PVB PICTURE WINDOW *• 1�( *=
4. (2) 1/2" X 1/6" WEEP SLOT AT SILL BEHIND GLAZING LEG. IMPACT—HVHZ 72" X 64"
ELEVATIONS '40. T OF •Lys
A.R.
ovrc ruo. xv �i��•�s.'2,OR10�;G!�
aAfdE NTS °"'F 01/72/21 08 s'�T21 OF 6 I111110,
1, �````
LIIDBERTOLD SP.E. Luis R. Lomas P.E.
ravzwOOOFORORDLEWISVILE.NCaT4n FL No.: 62514
AIL
47CEPB4C08 N.-.0s�u�ax .
RENSbNS
FLY ' CESLFIo}ION MIE PPPPoKC
1/2" MIN. METAL
EDGE DISTANCE + 1/2" MIN. STRUCTURE
EDGE DISTANCE By OTHERS I/4" MAX.
HOOD FRAMINGA--
{ ME"AL r SLUM SPACE
OR 2X BUCK } 1/4" MIN. STRUCTURE
it
BY OTHERSEMBEDMENT BY OTHERS
/2" MIN.
; { EDGE DISTANCE
t/4' MAX INTERIOR
APPPOVED1/4" IAAX. i --} o SHIM SPACE
SEALANTSHIM SPACE Lr--J -- —11
BEHIND FLANGEAPPROVED - e
20
SEA NT 1 0 SMS OR
BEIi1ND FLANGE SELF DRILLING
J \ SCP.EWS
#10 WOOD A10 SMS OR J
SCREW SELF DRILLING APPROVED
SCREW SEALANT EXTERIOR
BEHIND FLANGE
� JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
EXTERIOR INTERIOR EXTERIOR INTERIOR
1 1/4" MIN F 1/4" MAX.
S' W000 SMS OR
y EMBEDMENT SHIM SPACE
FT
SCREW
EW SELE DRILLING
CREW
1/2" MIN. cj=
APPROVED j l EDGE DISTANCE. Q
APPROVED SEALANT INTERIOR
BEHIND FLANGE
BEHIND SF LANGE eE' 1/4" MAX —10 O ��yq�I� 1/4" MAX. O
SHIM SPACE METAL \ L— I�—� SHIM SPACE #10 WOOD I
t.'00p FRAMING p __T STRUCTURE SCREW
BY OTHERS
OR 2x BUCK I 1/4" MIN WOOD FRAMING J
BV OTHERS EMBEDMENT OR 2X BUCK
By OTHERS
APPROVED
1/2" MIN EXTERIOR
EDGE DISTANCE 1/2" MIN. �J SEALANT JAMB INSTALLATION DETAIL
EDGE DISTANCE BEHIND FLANGE WOOD FRAMING OR2X SUCK/NSTALLATK.W
VERTICAL CROSS SECTION VERTICAL CROSS SECTION SIGNED:0511712021
WOOD FRAMING OR2 INJGKINSTALLATION METAL STRUCTURE INSTAL"TION
(Eastern ` 5,it1/toj
SERIES 176 PIN PVB PICTURE WINDOW =*• o •=
IMPACT—HVHZ 72" X 64" — .�,�v
INSTALLATION DETAILS *04.. TATE OF ,-`
mux°: om NO.
NOTSNOTES
NDEX7F fO 08-03661
FINISHES.RYOTHERS. 5 E NTS °nrz 01/12/27 HOWN OF 6 B/11iiu l,E?A```
2.FERIMETERANDJOINTSEALIINTSVOTHERS TO BE L ROSERmtoMA9 RE.
DESIGNED INACCORDANCE WRHASTME2112 rAVW0.'OTORORDtFMSV0.IF.Wl IAIJ Luis R. Lomas P.E.
�WOIOy FL No.: 62514
PEY51GN5
' JESCPIPIIGX Mif oPFpVl:p
2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS e n 1 EMBEDMENT
MIN. 1%4" MIN
EMBEDEEDMEM
I I
OPTIONAL 1X SUCK • _ 1 � • HIM MAX.
SEE NOTES 3-7 SHEET 1/4" MAX � 2^ � I~ SHIM SPACE
APPROVED D SHIM SPACE MIN.
SEALANT BEHIND FLANGE EDGE �• INTERIOR
DISTANCE
`1/4" TAPCON I _�
I _o
1/4" TAPCON
EXTERIOR INTERIOR oot�OPTIONAL 7X BUCK
SEE NOTES 3-7 SHEET I --
1/4" TAPCON
CONCRETE OTHER ` APPROVED EXTERIOR
r, By OTHERS
SEALANT
l !APPROVED BE-ND FLANGE
� IIIJJJ
SEALANT
BEHIND FLANGE JAMB INSTALLATION DETAIL
CONCRETEAN-S RYINSTALLATION
SHIM SPACE
OPTIONAL 1X BUCK _ ;•�T�E�TpFT� 1/4" MAX.
SEE NOTES 3-7 SHEET 1 0 u oLU`"
9 NOTES:
I.IMERIOn AND EX RIORFINISHES BYOTHERS,
'^NCRE-E/MASONRY •a • • •• $ • NOTSHOWNPORCLARF ..
BY OTHERS • " a 1 1/4" MIN. ZPERIMETERANDJ INTSEALANFBYOT RS TOM
" EMBEDMENT DESIGNEDINACCORDANCEWOHASTME2112 SIGNED:05/17/2021
��--� Eastern \111111/q
\5- �JAAA�i
2" ft..MIN. <� ��llff''®®_ __ ����� LO�'9��:
I� EDGE DISTANCE `yy\CENg�. 1p
VERTICAL CROSS SECTION SERIES 176 PW PVB PICTURE WINDOW z*• 0 *-
CONCRETE&IASONRYINSTALLAT IMPACT-HVHZ 72" X 64"
INSTALLATION DETAILS pE OF •t�C
•.;PAwx Gw Xo. %�S`:;CORIOp'G����
A.R. 08-03661 sfit Ea\\\\
" I NTS OA7E 01/12/21 SIB 4 OF 6 Alpl111111\\\\
L.RosERroceNAsr.E. Luis R. Lomos P.E.
1492WIX1OFORD RDIEWISV4LE.MC 2lW9 FL NO: 62$14
130-H4B-0GPJ nbn� D4M�NyV.[an
PEV51CN5
` ..SifTFfICN aiF �. Y=a..JVFp
APPROVED
SEALANT 1 1/2' MIN.
BEHIND FIN EMBEDMENT
#-0 WOOD WOOD
SCREW FRAMING
BY OTHERS
t 1/4" MAX. WOOD FRAMING i/4"--I i'— MAX
SHIM SPACE BY OTHERS
7/15 MIN SHIM SPACE
EDGE DISTANCE
INTERIOR
DO
1/2"
MIN.
EMBEOMENT
EXTERIOR I INTERIOR `
#10 WOOD
SCREW /
APPROVED EXTERIOR
SEALANT _
BEHIND RN 7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING ORZX BNCKINSTALLATION
��a1/4" MAX NOTES-
SHIM SPACE 1.INfERIORANDEWERIORFAV5 ES,BYOTHERS.
j NOTSNOWNFORCLIRTTY.
-r 2 PERIMETER AND JOINT SEALINT RYOTNERS TO RE
7/16" MIN 1 DESIGNED WACCORDAWEMMASTME2112 SIGNED:0511712021
EDGE DISTANCE //� _
#10 WOOD WOOD �� Eastern �r wsi«�u��,.. .. ASSA%$ R. LQ�/%
SCREW I FRAMING �t.�.0 w,Sq eve_ axiaas:. `r VGENy."9ji�
1 1/2" MIN. BY OTHERS AAA N. F
ARPROYE� EMBEDMENT SERIES 176 PW PVB PICTURE WINDOW _*• 0 c
IMPACT-HVHZ 72" X 64" _
SEAL ANT VERTICAL CROSS SECTION FIN INSTALLATION DETAILS •07� `t'-
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