HomeMy WebLinkAboutProduct Approval (2) Y a wbv �
CEM-- MAY 2 810'5
.n��rS.�,.,.�w'��� � .xa:.�e,..c'.vsa �s .C✓i. 2.f.' l S :`"•�e-� 'YmS "'�^�G P^5
�Ys.neTCA �=-vw:.ti.Liv. #.4 $J.ns!FPwa.v. RSdab*.seSuz �l �?I ..ry
'v:�A'.k�romridui .tsY.!M4',$ci�tlex�,t}.t34d
_. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff SCIS Site Map links Search
.Business/'al
usiness/ ,
Professi `rial Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
sc�:
w.e FL# FL14593-R1
Application Type Revision
Code Version 2010
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/Email 10030 Bavaria Road
Ft.Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Authorized Signature Timothy Hoard
thoard@eastemmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
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
AAM'A/WDMA/CSA 101/1.S.2/A440 2005
ASTM E 1886 2002
ASTM E 1996 2002
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/14/2012
Date Validated 02/20/2012
Date Pending FBC Approval
h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYk... 4/21/2015
Date Approved 02/22/2012
Summary of Products
FIL# Model,Number or Name Description
14593.1 Series 1531 Vinyl Double Hung Window with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14593 R1 C CAC NI010606.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/28/2015
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: X/X Max Frame Size:W-47.5" FL14593 R1 II EAS024 SS odf
H-71.5"Max Vent Size: W44.38"H-35.63"Glazing: 3/4" Verified By: Alexls Spyrou,P.E.Florida P.E.68101
Overall I.G. Created by Independent Third Party:Yes
Evaluation Reports'
FL14593 R1 AE PER 1677 SS.odf
Created by Independent Third Party:Yes
14593.2 Series 1541 Vinyl Double Hung Window with Flange
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL14593 R1 C CAC: NI010606.01.PDF
\ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
^ Impact Resistant:No 10/31/2015
�1VyJ� Design Pressure:+50/-50 Installation Instructions
Other:Configuration: X/X Max Frame Size:W-47,5" FL14593 R1 II EAS025 SS.odf
H-71.5"Max Vent Size:W44.38"1-1-35.75"Glazing: 3/4" Verified By: Alexis Spyrou,P.E.Florida P.E.68101
Overall I.G. Created by Independent Third Party:Yes
Evaluation Reports
FL14593 R1 AE PER 1678 SS odf
Created by Independent Third Party: Yes
14593.3 Series 2551/1531 Vinyl Impact Double Hung Window with Nailing Fin
Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14593 R1 C CAC NI010606.PDF
Approved for use outside HVHZ:Yes FL14593 R1 C CAC NI010628.PDF
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 02/28/2015
Other:Configuration: X/X Max Frame Size: W-48"H-72" Installation Instructions
Max Vent Size: W-44.5"H-36"Glazing: 3/4"Overall FL14593 R1 II EAS026 2010 CC cert R1 odf
Laminated I.G.- 1/8"Annealed Glaps/Laminabed-1/8" Verified By: Alexis Spyrou,P.E.Florida P.E.68101
Annealed Glass/0.090"PVB by Solutla/1/8"Annealed Glass Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R1 AE PER 1679 SS odf
Created by Independent Third Party: Yes
14593.4 Serles 2561/1541 Vinyl Impact Double Hung Window wlth Flange
Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14593 R1 C CAC NI010606.01.PDF
Approved for use outside HVHZ:Yes FL14593 R1 C CAC NI010629.PDF
Impact Resistant:Yes Quality Assurance Contract Expiration Data
Design Pressure.,+50/-50 09/30/2015
Other:Configuration: X/X Max Frame Size:W-48"H-72" Installation Instructions
Max Vent Size:W-44.5"H-36"Glazing: 3/4"Overall FL14593 R1 II EAS027 2010 CC cert RI.pd
Laminated LIS,- 1/8"Annealed Glass/Laminated-1/8" Verified By: Alexis Spyrou,P.E.Florida P.E. 68101
Annealed Glass/0.090"PVB by Solutia/1/8"Annealed Glass Created by Independent Third Party: Yes
Evaluation Reports
FL14593 R1 AE PER 1680 SS odf
Created by Independent Third Party: Yes
Back Nest
!Contact Us::1940 North Monroe Street 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 Statement::Refund St-?temenr
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 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 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 dick here_.
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBj* iRcYk... 4/21/2015
VAX w.,:::. Easiern
na c.atecru(w.
- T
NOTES:
EASTERN wp-iTECTURAL Sv5TM5
�OOlO Bwvwq[w gOwO
1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO FT MYERS.FL MO
COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. 13zazo4 FX:(239)369-2412
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. W S
FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THEln IN
ARCHITECT OR ENGINEER OF RECORD. Z d
i
3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL = p z cz>
INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND m k'a n - x
_ ... - _.._... - WINDOW. Z> i wY e
z
3) UNITS MUST BE GLAZED WITH O.A. 3/4" IGU PER ASTM E1300-04. o ww
INSTALLATION ANCHOR •
(TYP.) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS v d o "
PRODUCT IN WIND BORNE DEBRIS REGIONS. 77 w ¢ c 3
5) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD F3 w p N
l BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. d
I VA; MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD F Q
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM o ti
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS. >- Z
m �
i 7) FOR INSTALLATION INTO ALUMINUM FRAMING OR APPROVED MULLION
USE #8 ITW TEK SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A MIN.
THREE THREADS PENETRATION BEYOND METAL STRUCTURE. LOCATE z w
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
8) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ELCO O Z =
' TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
( ELEVATIONS AND INSTALLATION DETAILS. 0
u_u._ 9) ALL FASTENERS TO BE CORROSION RESISTANT.
Lu-' 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH o 0
ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND
_ ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS m
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
1541 DOUBLE HUNG WINDOW B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
EXTERIOR VIEW
TYPE 1 (OR GREATER).
D. ALUMINUM - MIN. 0.125" THICK, 6063-T5 (f'y=16000 PSI) ;�.`J V�*-•- ��tii.,�
DESIGN PRESSURE RATING IMPACTRATING 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE ` O: '-
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION a;y pn
+SOPSF NONE
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. a:_
to:u fi
12) FRAME MATERIAL: RIGID PVC N.0 <n
.......
TABLE OF CONTENTS i
D mz �u3
SHEET N0. DESCRIPTION a N ZCL __ v Z
1 ELEVATION AND GENERAL NOTES -110
2 INSTALLATION DETAILS DWG#:
EA5025
SHEET: 1 OF 2
*0110 ri4,CKj-%. 1,
i-.1.1,00W I RAW'
INTERIOR
I
0v 0
V 'AL I RA&IING r Ev, EASTEM4—TqC� .SYSTEMS
10ND SAI—A 90I,D
PT MYEA$,FL 33913
M(M)432 ZZW FX(239)35.241?
Alto,
(SEE NC.
7- L
�WN N
Z u�
_0
Z'
Lu z
Lu
ne
EXTERIOR
JAMB
ALUMINUM FRAMING INSTALLATION
> z
HEAD AND SILL SIMILAR co kD
z
INTERIOR
EXTERIOR
INTERIOR
7 f-4 0-
ra o
Lu
:tAV: Lu 0
VIN
D
AN
1 ;.4 all- $Ili
:zw
or
-7
7 10
V
Co
CL
V.
EXTERIOR
7
............
IT
v
JAMS
MASONRYICONCRETE INSTALLATION Z- M Z L�lj try
HEAD AND SILL SIMILAR
cAot 4 i:: z
3:
kb M Q z
1A3 v Tn
DWG#:
VERTICAL SECTION E AS�2 A5
WOOD FRAMING OR 2X BUCK INSTALLATION
SHEET: 2
Florida Building Code OnlinePage 1 of 3
t RECEIVED MAY'2 8 28b
c>� .." a"�+ mm g' 'i'z
mat �i ' a
F€f erg"
+wad�"'vrs�°4
BCIS Home Log In User Registration Hot Topics Submit Surcharge . Stats&Facts Publications FBC Stag BCIS Site Map Links Search
Businesgi '�
Professinal "# Product Approval FILE C®py;,
�; - USER:Public User
Product Approval Menu>Product or Aoolication Search>Application Lis[>Application Detail
WHEREp :t�E N FL# FL14604-R3
Application Type Revision
Code Version 2014
Application Status Applied For
Comments 1st validated 11/21/14
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 10030 Bavaria Road
Ft. Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy]. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 506 2006
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I,S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOWtT)ncwR7vlNTfi-Rel c1t6/1)AI
Florida Building Code Online Page 2 of 3
Product Approval Method Method I Option A
Date Submitted 10/30/2014
Date Validated
Summar V of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No fLI404 R3 C CAC NLQ06177.01-R3 signed.odf
Approved for use outside HVHZ:Yes FL1460i Ra C CAC N1006177.02-Ri-signed.pd
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 06/30/2020
Other. Installation Instructions
R.05Q.4KLU_95. Zqzz-.PAf
Verified By: Luis R.Lomas, P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
EL146Q4_&3 _AE. 51223_3_-PdC
Created by Independent Third Party: Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL14j504 R3 C CAC NIQ11 607-R2-si nerl.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2019
Design pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size:W-48"H-72" EU4_60A R3 IS_0$ OQ5566 pdf
Max.Vent Size: W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R. Lomas, P.E.Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
&JOQ4 Rl._At 5A.Qa45,.P0f
Created by Independent Third Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
I Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL146Q4. :L A 1k%La-R2-s d. f
_a_ i� CAC_ _Lqng pk
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +50/-50 installation Instructions
Other, Configuration: O/X Max,Frame Size: W-54"H-72"
Max.Vent Size: W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R. Lomas, P.E.Florida P.E, 61514
I.G. Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:Yes
14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ,.No
Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure. +50/-50 Installation Instructions
Other:Configuration: O/X Max. Frame Size:W-48"H-72" KNOdf
Max.Vent Size: W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E,Florida P.E. 62514
Laminated IG Created by Independent Third Party: Yes
Evaluation Reports
FLAINA R3 AE_
FL14604_R3 &E NQL_14=123,17.PDF
Created by Independent Third Party: Yes
14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ*No
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure: +50/-50 Installation Instructio6s
Other:Configuration: O/X Max. Frame Size: W-54"H-72" FL145Q4 U
Max.Vent Size: W-50.5"H-35.5"Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E.Florida P.E.62514
Laminated IG Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7... 5/19/201.5
Florida Building Code Online Page 3 of 4
Design Pressure: +75/-75 12/31/2014
Other:Configuration: O/X Max.Frame Size: W-48"H-72" Installation Instructions
Max.Vent Size: W-47 H-38"Glazing: 3/4"Overall 'F**L.1
Laminated I.G.- 1/8"Heat Strengthened Glass/0.090"Saflex Verified By: Alexis Spyrou, P.E. Florida P.E. 68101
by Solutia/1/8"Heat Strengthened Glass/0.250"Air Space/ Created by Independent Third Party: Yes
1/8"Heat Strengthened Glass, Impact Interlayer Approved Evaluation Reports
under NOA 11-1102.11
Created by Independent Third Party: Yes
--jTe F 000"Al,-,,
14604.6 Series"FWI 1000"Aluminum Single Hung Window
'!;." WI 1
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1-14604 R2 Q CAC 11-1102.10.t)df
Approved for use outside HVHZ:Yes Eh,146_04_.82.-9j CAC-.NI00qi020.01-R1.PDF
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +120/-150 04/30/2015
Other:Configuration: O/X Max.Frame Size: W-54"H-77" Installation Instructions
Max.Vent Size: W-51"H-38"Glazing: Laminate-3/16"Heat F 14 4_R2_11
Strengthened Glass/0.100"HP Solutia/3/16"Heat Verified By: Alexis Spyrou, P.E. Florida P.E. 68101
Strengthened Glass,Impact Interlayer Approved under NOA Created by Independent Third Party: Yes
11-1102.10 Evaluation Reports
EI.J1460PER-1672SS. d f
A—R2 AE
Created by Independent Third Party: Yes
14604.7 —I`Salil; 1431 Vinyl Single Hung Window with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No E_U4604_R2 C CAC Nl0106O7-Rl.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/3112014
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size: W-48"H-72" F-L 9;C!ja--Pdff
Max,Vent Size: W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Alexis Spyrou, P.E. Florida P.E. 68101
Created by Independent Third Party: Yes
Evaluation Reports
&14604...R2_AE_PEI2
Created by Independent Third Party: Yes
14604.8 Series 1441 Vinyl Single Hung Window with Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No ELI4604 R2 C CAC N1010813-RI.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2015
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size:W-54"H-72" FL14604 R2 11 EAS037 2010 CC SS.pdf
Max, Vent Size: W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Alexis Spyrou,P.E.Florida P.E.68101
I.G. Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
14604.9 Series 2451/1431 Vinyl Impact Single Hung Window with Nailing Fin
Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL-14_604-R2 C CAQ-NI0l0607--9-1.EDF
Approved for use outside HVHZ:Yes FL1404
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 12/31/2014
Other:Configuration: O/X Max.Frame Size: W-46"H-72" Installation Instructions
Max.Vent Size: W-44.25" H-35"Glazing: 3/4"Overall FL14694 92 1,1 F?N50..
Laminated I.G,- 1/8"Annealed Glass/Laminate-1/8" Verified By: Alexis Spyrou,P.E.Florida P.E.68101
Annealed Glass/0.090"PVB by Solutia/1/8"Annealed Glass Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R2 AE PER 1.�
................... _Z5..5_atgd_f
Created by Independent Third Party: Yes
14604.10 Series S2461/1441 Vinyl Impact Single Hung Window with Flange
Se ie;
—rRarted
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No &14604 R2 C CAC NI0105-30,PDF
Approved for use outside HVHZ:Yes DF
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 10/31/2014
Other,Configuration: O/X Max. Frame Size: W-54"H-72" Installation Instructions
Max.Vent Size: W-50.5"H-35.5"Glazing: 3/4"Overall p
Laminated I.G.- 1/8"Annealed Glass/Laminate-1/8" Verified By: Alexis Spyrou, P.E. Florida P.E. 68101
Annealed Glass/0.090"PVB by Solutia/l/8"Annealed Glass Created by Independent Third Party:Yes
Evaluation Reports
ELI�4604-A2 AE PER 1�676 SS.pdf
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXOwtDosw8ZVNfeRA 1?/?7/')0 1 A
I
EASTERN ARCHITECTURAL SYSTEMS INC intern
Aa CHKCGTUR��
9YHYewe
SERIES FWI 1000 IMPACT SINGLE HUNG EASTEWARCHITECTURAL SYSTEMS
IM30 BAVARIA ROAD
INSTALLATION NOTES:
.MYERS.FL 31911
,11.(400)-32.2206 F%'(239)30.2aI2
1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION l.i m
SHOWN. 3
pO -Ito'-
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER o Z N Lrn o e
OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. !-+ p r1
3 0 0
�
Sin aZ Cl!Co
0
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/16 w= F 13`' Z LL u LL
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT j Z H m a
CONSIDERATION OF TOLERANCESI.TOLERANCES ARE NOT CUMULATIVE FROM NH m 0 N m m
ONE INSTALLATION ANCHOR TO THE NEXT. GENERAL NOTES: Z Q H Z
C m
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED y W m C Z
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4!NCH.SHIM WHERE TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE(FBC), ,w.1 `C w aQ P
SPACE OF 1/161NCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE {- W m
HIGH DENSITY PLASTIC OR BETTER. FOLLOWING: LU m n
• AAMA/WDMA/CSA 101/I,S.2/A440.05
S.FLANGE INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE a14 WOOD ASTM E 1886-05 W
SCREVJS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT ASTM E 1996.06 F
INTO WOOD SUBSTRATE. TAS 201-94 -<
• TAS 202-94 0
5.APPLIED FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE 48 TAS 203-94 T
WOOD SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM m
EMBEDMENT INTO WOOD SUBSTRATE. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
METAL STUD,AND 2%FRAMING AS A MAIN WIND FORCE RESISTING TABLE OF CONTENTS (n
6. FLANGE INSTALLATION:FOR INSTALLATION THROUGH 1%BUCK TO SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED Z
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4 INCH PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF SHEET REVISION SHEET DESCRIPTION
DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1 L/4 INCH ?HE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF I C
MINIMUM EMBEDMENT. INSTALLATION. I - INSTALLATION d GENERAL NOTES " ZO r '
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 2 - ELEVATION-ANCHOR LAYOUT 6 DESIGN PRESSURE TABLE LO
7,FLANGE OR APPLIES FIN L SCRE FOR INSTALLATION INTO METAL STUD T ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE �"•'� d
FRAMING U5E C34 SELF-TAPPING SCREWS OF SUFFICIENT!ENGi H 70 ACHIEVE 3 3 ELEVATION 6 ANCHOR LAYOUTS
STRUCTURE.BUCK DESIGN ANUINSfALLATIONIS THE
THREADS OF FJIINII.�UM ENGAGEMENT THRU METAL STUD SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR 4 - VERTICAL SEC--IONS Nh
8. MINIMUM EMBEDMENT AND EDGE.DISTANCE EXCLUDE WALL FINISHES, THE PROJECT OF INSTALLATION 5 - HORIZONTAL SECTION$ w Uj U «
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 6 - GLAZING DETAILS
9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST MADE OF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE 7 COMPONENTS 6 BILL OF MATERIALS
REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR
10.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ARCHITECT SHALL PREPARE 51TE SPECIFIC DOCUMENTS FOR USE
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE Z
OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE
PERA.
I1.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR `� Q-0 _
MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS MISSILE IMPACT RATING '-'
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. O
SPECIFIED BY THE ANCHOR MANUFACTURER. 6. WINDOW FRAME MATERIAL:ALUMINUM 6063-T6
12ANSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON LARGE 6 SMALL MISSILE
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 7. IN ACCORDANCE WITH THE 2010 FBC SEC.2003.8.4 DISSIMILAR IMPACT N _ 1l �•��m
A. WOOD.MINIMUM SPECIFIC GRAVITY OF 0.55. METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT hZ
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 300(1 PSI. , �•C
WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED �' \ '
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH IN SEC 2003.8.4.2. �i� �y•"Cl•ROS ate+
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO
ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300.04 GLASS
D. HOLLOW BLOCK CMU-UN17 STRENGTH CONFORMS TO ASTM C-90 WITH CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. N
Iii^ m Q on Z
MINIMUM COMPRESSIVE STRENGTH OF 2000 P51. `o
N Z J Y LL -C
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 9.DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: 0
O C, 3 h 3 = V Z
V
47.8 MIL(0.0478"or 18 GAUGED %:OPERABLE PANEL p MIN.1/2"EDGE DISTANCE. O.FIXED PANEL
F. ALUMINUM-MINIMUMALLOY6063-TS.MINIMUMWALLTHICKNESSOFI/8"
(0.125").MIN.1/2"EDGE DISTANCE Digitally signed ned b Hermes F Norero,P.E. owGu:
9 Y
Reason:I am approving this document EA 5055
Date:2012.11.01 17:28:42-04'001 SHEET: 1 OF 7
53 1/8"MAX.
OVERALL WIDTH
47 7/8"MAXF I
D.L.O.WIDTH 6"MAX.FROM �'6 Eastern
10"MAX. CORNER(TYP)
D E
AR_'
F eM fi¢_._
O.C.(TYP, SYnrc.0
a 4 5•Max.
FROM CORNER EASTERN DARCAI306A ECTV9wl SYSTEMS
FIROAD
FT MYE S FL 3913
FT ixYE95.FL 33913
1 PH.(400)43222N FX(239)369.Z432
/� �� 3 1 z
I G o 0 O m H#P a
43 5/8"MAX
..O_ .O. 12"MAX.O.C. o Z vi a o 3
9"MAX
D.L.O.HEIGHT H F 5 5 6"MAX. } FROM C TYP 3 3 0 cc m, a
FROMO f Z Z w v e
96"MAX. I / 2 <d Z
TYP w LL
H m Q
OVERALL — — — — w
HEIGHT f In'D e w D H Q 6
� �� �� 6.,MAX. two In z w moZ°
9"MAX. FROM f TYP
ILu w n ¢ w p a
FROM S TYP a
RD
48 1/4"MAX .X" 12"MAX.O.C.
SASH / INSTALLATION ANCHOR TYP F-
REIGHT �� Lu
ANCHORAGE NOTE:ANCHOR SPACING SHOWN
+ D
IS THE MAXIMUM O.C.SPACING ALLOWED
UNDER THIS APPROVAL FOR UNITS UP TO•/-60 T
5"MAX. PSF ANCHOR SPACING SHALL NOT EXCEED m
A B THESE DISTANCES FOR ANY SIZE UNIT LISTED 1,^
4 4 FROM CORNER HEREIN.NO ANCHORS ARE REQUIRED AT THE v J
SILL FOR DESIGN PRESSURES OF 4-60 PSF Z
07/16 MAX_ ANCHOR LAYOUT Q
—SASH WIDTH
NO ANCHORS AT SILL(+/-60 PSF MAX.) H p
ELEVATION H
EXTERIOR > n
Lu
N
DESIGN LOAD CAPACITY(PSF) TABLE NOTES: w
D
UNIT DIMENSIONS
(IN.) GLAZING TYPE A GLAZING TYPE B GLAZING TYRE C GLAZING TYPED GLAZING TYPE E GLAZING NDE F I APPLIED FIN INSTALLATION I5 QUALIFIED
-WIDTH I HEIGHT POS NEG - POS+ NEG - POS + NEG - POS + NEG - POS + -NEG - POS + NEG - FOR UNITS NOTED WITH AN ASTERISK(-)IN
W138
80' 100' 120 150 60' 80' 60' 60' 75' 75' 80' 100' TABLE ON THIS SHEET.
80' 100' 120 150 60' 80- 60' 60' 75' 75' 80' 100' APPLIED FIN UNIT MAX.SIZE:53"X 77"
72 80' 100' 120 150 60' 80' 60' 60' 80' 100' APPLIED FIN UNIT MAX.DP:•80/-l00 PS Z
80' 100' 120 150 fi0' 80' 60' 60' --- -- 80' 100' 2 SEE SHEET 6 FOR AVAILABLE GLAZING
80' 100' 120 150 60' 60' 80' 100'
W132
80' 100' 120 150 60' 60' 80' 100' DETAILS.
80' 100' 120 150 --- -•- 60' 60' --- -- 80' 100' 3 FOR ANY SIZE UNIT SHOWN AT A DESIGN `� � _77 80' 100' 120 150 60' 60' 80' 100' PRESSURE OF•/-60 PSF OR LOWER.NOf! •120 150 60 60 80 100 ANCHORS ARE REQUIRED AT THE SILL WHEN O 2;�6-.- 120 I50 - 60 60 - -- 80 lOC ANCHORING THROUGH THE FRAME. 6
36 - 60 60 - 80 100 y ANY SIZE UNIT SHOWN EXCEEDING-/-60 PSF <'� d
48 -- - - 60 60 80 100
53 78 - 60 60 80 100 REQUIRES ANCHORS AT THE SILL WHEN
5318 60 60 80 100 ANCHORING THROUGH THE FRAME z ~tr�•
531 260 60
36 60 60 .. ... '��••• ••
48 60 60
53 84 60 60
5318 ... ... _.. ... ... ... 60 60 ••. ... ..-
531 2 ._. ._. .._ .__ .__ ._. 60 60 .__ ... ._. .._ 1" m ui
w m a Z u3
36 ... ... .._ --- ... ... fi0 60 ... ... ... ... F .o
48 .._ ... ._. ... ... Q N Z""1 Y tL <z
53 96 60 60 _ _ p a�' U N Z
531 8 ... ._. ... ... ... ... 60 60 ... ... ... ...
53 1 z #:
REQUIRES USE DWGE A 50 5 5
OF HIGH RISE SILL
SHEET: 2 OF 7
UNIT MAX.
WIDTH 53"
FIXED LITE
D.L.O.MAX. Eastern
WIDTH 47 3/4"
AR C-aIT[CTURw,
E]T6T6'+®
D E EASTERN ARCR]TEMRAL SYSTEMS
4 4 Im30 BAVARIA ROAD
FT.MYERS,FL]]91)
VII:(Bm)A]212W F.(2)9))A9 ial2
0 0 N N#c a
H F ..0. 5 5 FIXED LITE o N o 0
MAX. 3 3 p (Dm A
C HEIGHT r o=1L
333/4" w= Wplw
Zw�LL
= N Q
UNIT v) W i
MAX. N '° p <
HEIGHT 'n
or m aa
Z'"
w ¢ ,
77" ACTIVE a �w o a
m
SAS '' i
H
MAX. X.
HEIGHT
38 3/4"
a
6.00"MAX.FROM 10.00"MAX. 5.00"MAX.FROM 12,00"MAX.
CORNERS TYP `O.C.TYP I CORNERS TYP O.C.TYP m
A B
5"MAX. 4 4 Z
12.00"MAX. FROM CORNER ACTIVE
ACVEMAX. —
O.0 TYP OH 0
WIDTH 471/4"
5.00"MAX.FROM "
�f
ACTIVE SASH CORNER TYP ce
// W V
12.00"MAX. MAX.WIDTH 50 1/8" f ,n
O.C.TYP w
9"MAX ELEVATION 106
6"MAX. ..0.. / r FROM c TYP "O"
1 3.00"MAX.
FROM f TYP FROM f TYP
t6"MAX. ANCHORAGE NOTE:ANCHOR SPACING SHOWN IS
4" 3.00"MAX.MAX. ..X.. FROM f TYP THE MAXIMUM O.C.SPACING ALLOWED UNDER FROM f TYP -X^ �o,..*".� V,���
FROM f TYP THIS APPROVAL FOR ANY SIZE UNIT SHOWN AT _
INSTALLATION DESIGN PRESSURES EXCEEDING-/-60 PSF. INSTALLATIONb� d
ANCHOR ANCHOR SPACING SHALL NOT EXCEED THESE ANCHOR/ <'
DISTANCES FOR ANY SIZE UNIT LISTED HEREIN. LL
1 ANCHORS ARE REQUIRED AT THE SILL FOR N ANJ— DESIGN PRESSURE5 EXCEEDING-/-60 PSF.
12.00"MAX. %�7d,'•, �`` ``
5"MAX. I O.L.TYP �i ---'V--•F
FROM CORNER `��10"MAX. I I 6"MAX.FROM
O.C.(TYP) CORNER(TYP) C
ANCHOR LAYOUT ANCHOR LAYOUT m < m z
FLANGE n N Z y "i v z
APPLIED FIN o o u u)
ANCHOR AT SILL DWG#:
(DESIGN PRESSURE EXCEEDS+/-60 PSF) E A 50 5 5
SHEET: 3 OF 7
CONCRETE/MASONRY BY OTHERS 2 1/2"MIN.
#8 WOOD SCREW CALK BETWEEN Eastern
EDGE DISTANCE INSTALLATION ANCHOR CONCRETE.MASONRY 6 1X 1/4"ITW TAPCON APs er tI.AA
i 1/2"MIN.
EMBEDMENT WOOD BUCK BY OTHERS INSTALLATION ANCHOR -
CONCRETE/MASONRY FLASHING BY OTHERS EASTERN nPCNITECTV-L SYSTEMS
BY OTHERS 10030 SAY.RIA POFD
CAULK BETWEEN .. + FT MYERS.FL 33913
CAULK BETWEEN
CONCRETE/MASONRY 6 2X FIN 6 2X WOOD BUCK PH:(9m7<32-220. FX(239)369.2612
FLASHING BY OTHERS EXTERIOR FINISH 1 1/4"MIN. m
WOOD BUCK BY OTHERS ti n
EXTERIOR FINISH BY OTHERS •EMBEDMENT 3
2X WOOD BULK PERIMETER CAULK 8 m w `�ti o
BY OTHERS0 Z Z BY OTHERS v3 0 0 e
■nm�13 ' BY OTHERS
6 I 3 u oOcm �a
3/4"MIN. N Z LL
I EDGE DISTANCE 1 1 L 31J: Q z w LL
1/4"MAX, i/4"MAX. = u Z m¢
11 SHIM SPACE 11 SHIM SPACE N m Z¢m
O.A.WINDOW SEE O.A.WINDOW H W.5 a a
HEIGHT SEE GLAZING GLAZING HEIGHT Iii ¢
SEE GLAZING z�'
OPTIONS.SHEET 6 OPTIONS, OPTIONS.SHEET 6 Lu w wm o
EXTERIOR INTERIOR
SHEET EXTERIOR I INTERIOR
m
12 1 14 L.
5
T
VERTICAL SECTION EXTERIOR Z INTERIOR (a:) VERTICAL SECTION m
4 APPLIED FIN-2X WOOD BUCK 11 21 4 FLANGE-CONCRETE/MASONRY Z
SEE GLAZING v Z
O
OPTIONS.SHEET 6 V) �-'
EXTERIOR INTERIOR EXTERIOR INTERIOR > u
Eli{I 12 C VERTICAL SECTION SEE GLAZING Lu
9 MEETING RAIL OPTIONS,SHEET 6
O.A.WINDOW O.A.WINDOW
HEIGHT � 19 HEIGHT 12
18 3 8 19 Z .
1/4"MAX.SHIM SPACE IB 2
PERIMETER CAULK 1/4"MAX SHIM ���p
NOTE:ANCHORS THROUGH BY OTHERS �'--°•
1 I/2"MIN. THE FRAME AT THE SILL ARE
EMBEDMENT ONLY REQUIRED FOR DESIGN
PRESSURES EXCEEDING EXTERIOR FINISH
PERIMETER CAULK
BY OTHERS a �/-60 PSF.SEE SHEET 2. BY OTHERS MIN.3 THREADS
PENETRATION
EXTERIOR FINISH CAULK BETWEEN BEYOND METAL '
BY OTHERS FLANGE 6 STRUCTURE � /y O
CAULK BETWEEN CONCRETE/MASONRY PRECAST SILL ��i� * P 0
FIN 6 2X WOOD BUCK BY OTHERS SHEATHING METAL STUD
3/4"MIN.EDGE BY OTHERS #14 GR.5SELF-TAPPING SCREW BY OTHERS(SEEi--d
mZ
FLASHING BY OTHERS DISTANCE #14 WOOD SCREW INSTALLATION INSTALLATION ANCHOR NOTE 12,SHEET 1)CAULK BETWEEN ANCHOR(SEE NOTE THIS SHEET) (SEE NOTE THIS SHEET) a�' z
CONCRETE/MASONRY 6 2X VERTICAL SECTION NOTE:FINS OR FLANGES MAY BE REMOVED FROM g VERTICAL SECTION DWG#:
WOOD BUCK BY OTHERS A FRAMES FOFLANGE-CONCRETE/MASONRY 'EQUAL LEGR ITSWINDOAS LONG AS ANCHORWS TO BE D AS A FLANGE-METAL STUD EA-5055
ILL
't HIGH RISE SILL EMBEDMENTS 6 EDGE DISTANCES ARE MET. "F STANDARD S
SHEET: 4 of �
UNITS MUST BE PROPERLY SEALED AT EXTERIOR.
NOTE:FINS OR FLANGES MAY BE REMOVED FROM 3/4"MIN. '
FRAMES FOR WINDOWS TO BE INSTALLED AS EDGE DISTANCE 2X WOOD BUCK
'EQUAL LEG'UNITS AS LONG AS ANCHOR BY OTHERS 1p.,
EQsrern
EMBEDMENTS d EDGE DISTANCES ARE MET. 1/4"MAX.UNITS MUST BE PROPERLY SEALED AT EXTERIOR. SHIM SPACE CAULK BETWEEN ARc.+rr-1—L
4"MIN. CONCRETE/MASONRY 6 2X B.eT[na
EMBEDMENT ~—ly WOOD BUCK BY OTHERS
1/4"MAX.SHIM SPACE EASTERN 30TT
BE[TVRsrsTE6Ls
10030 BAVARIA ROAD
CONCRETE/MASONRY FT.MvER5.FL 33913
(B00).3Z.2204 Fa(239)369.2a1Z
13 20 10 INTERIOR INTERIOR 13 20 10 �BY OTHERS
SEE GLAZING SEE GLAZING
2 I/2"MIN. J M
OPTIONS,SHEET 6 OPTIONS,SHEET 6 3
EDGE � � #8 WOOD SCREW p Z N�o f
DISTANCE Y $Z O o
f -- INSTALLATION ANCHOR
3 1 omnia
�,. / 1 1/2"MIN. w x z uL a S u
1/4"ITW TAPCON EMBEDMENT N J N DO
j¢w-
INSTALLATION ANCHOR- Z o p Z e m
IX WOOD BUCK .n = � m a 2 R
Q„
BY OTHERS EXTERIOR FINISH �')a3 a
� x
CAULK BETWEEN 1X WOOD '
BY OTHERS a
BUCK d CONCRETE/MASONRY 4 11 11 4 6
BY OTHERS EXTERIOR EXTERIOR
CAULK BETWEEN FIN
d IX WOOD BUCK '
EXTERIOR FINISH BY� O.A.WINDOW O.A.WINDOWm
OTHERS WIDTH WIDTH
Z
HORIZONTAL SECTION HORIZONTAL SECTION 4 Z
5 FLANGE-CONCRETE/MASONRY 5 APPLIED FIN-2X WOOD BUCK 0
a
3/4"MIN.
H
EDGE DISTANCE ' 1/4"MAX. MIN.3 THREADS PENETRATION UJ W
2X WOOD BUCK SHIM SPACE —i— L.
BY OTHERS BEYOND METAL STRUCTURE iy
MAX.SHIM SPACE I METAL STUD i
CONCRETE/MASONRY INTERIOR INTERIOR BY OTHERS(SEE
BY OTHERS 13 20 10 SEE GLAZING SEE GLAZING 13 20 10 I NOTE 12.SHEET 1)
$$8 WOOD SCREW OPTIONS,SHEET 6 OPTIONS,SHEET 6 #14 GR.5 SELF-TAPPINGSCREW Z
INSTALLATION ANCHOR ANCHOR
NSTALLATION ``` �2 e
• EXTERIOR SHEATHING �``Q'�
BY OTHERS ` -•.••••••---
`O
t i/2"MIN. / - - - -- - -- - u Ic t .4
EMBEDMENT
3'z z
CAULK BETWEEN •.
CONCRETE/MASONRY 6 2X ����'\.� ••'•�
WOOD BUCK BY OTHERS h'
CAULK BETWEEN FLANGE '�. O
EXTERIOR FINISH BY �d EXTERIOR SHEATHING # ���
EXTERIOR L`I
OTHERS 6 4 11 EXTERIOR 12 4 EXTERIOR FINISH F� m Q m Z �Ln
BY OTHERS
O.A.WINDOW O.A.WINDOW PERIMETER CAULK o p" v 'D Z
WIDTH WIDTH
BY OTHERS DWG#:
�F HORIZONTAL SECTION HORIZONTAL SECTION EA 50555
5 APPLIED FIN-2X WOOD BUCK 5 FLANGE•METAL STUD SHEET: 5 OF 7
7/16"O.A.LAMINATED GLASS CONSISTING OF: 1/2"LAMINATED GLASS CONSISTING OF: 7/16"O.A.LAMINATED GLASS CONSISTING OF:
3/16" HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .
�I 0.090"SAFLEX IIIG PVB INTERLAYER BY SOLUTIA 0.100 SAFLEX HP PVB INTERLAYER BY SOLUTIA --{I 0.090"SAFLEX PVB INTERLAYER BY SOLUTIA Eastern
3/16" HEAT STRENGTHENED GLASS 3/16"NEAT STRENGTHENED GLASS I 3/16" ANNEALED GLASS An CNITCC—AA,
12
912 I ` ;} SrHT6N0
EXTERIOR EXTERIOR 12
EXTERIOR yFf /
EASiFMOD30 BAVARIA RO SYSTEMS
10030 YEQ5.F�ROAD
Fi MYEY5.FL33911
DOW 1199 PH 1800)33Z.ZZ03 FX:(Z39)369-ZatZ
DOW 1199 DOW 1199SILICONE SILICONE SILICONE �.765"GLASS 0.765" 0.765BITE GLASS BITE GLASS BITE o vi ooC)INTERIOR INTERIOR RIOR N j � �<=LL
w= Z Z-U
IJ
GLAZING DETAIL A GLAZING DETAIL B GLAZING DETAIL C �? w S<z
FOR USE UP TO+80/-100 PSF FOR USE UP TO+120 .
-
/150 PSF FOR USE UP TO+60/-80 PSF a <.D L6 o
dm
w
a
3/a^O.A.INSULATED GLASS CONSISTING OF: 7/8'O.A.INSULATED GLASS CONSISTING OF'
5/16"O.A.LAMINATED GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLA55 1/8" ANNEALED GLASS w
�T 1/8"ANNEALED GLASS 1/4"SPACER ) 1/4"SPACER
1/8"A Q
SAFETY PLUS II INTERLAYER BY GLASSLAM 1/8"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS
I 1/8"ANNEALED GLASS 0.090"SAFLEX PVB INTERLAYER BY SOLUTIA 0.090"SAFLEX PVB INTERLAYER BY SOLUTIA a
12
EXTERIOR EXTERIOR EXTERIOR m
1/8" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS� i1 I1 Z-7
vi
DOW 1199 DOW 1199 DOW 1199 C)
/ SILICONE / SILICONE
SILICONE H 0
.765"GLASS I I .765"GLASS ' I 765"B
GLASS
BITE BITE ITE
w "
w
INTERIOR } INTERIOR } .. INTERIOR
i
GLAZING DETAIL D GLAZING DETAIL E GLAZING DETAIL F
FOR USE UP TO+60/-60 PSF FOR USE UP TO+75/-75 PSF FOR USE UP TO+80/-100 PSF °z
GLAZING NOTES: Q
i. GLASS CAPACITIES ON THIS SHEET ARE p ';��';�•yi_
BASED ON ASTM E1300-04(3 SEC.GUSTS)
AND FLORIDA BUILDING COMMI55ION
DECLARATORY STATEMENT DCA05-DEC-219. N
2. FOR INSTALLATION ABOVE 30 FT.ABOVE GRADE
IN AREAS REQUIRING IMPACT RESISTANCE.ALLROF
UNITS MUST E SAFETY GLAZED OR COVERED BY
AN IMPACT PROTECTIVE SYSTEM PER FBC �I
SECTION 2411.3.3.7. ¢N Z Y
=M Nz
3. ALL GLAZING INTERLAYERS UNDER SEPARATE o p u
APPROVAL FOR USE IN THE HVHZ. DWG#: C
4. SEE SHEET 2 OF 7 FOR DESIGN PRESSURE TABLE. EAS055
SHEET: 6
OF 7
BILL OF MATERIALS
ITEMNO. DESCRIPTION PART NUMBER MATERIAL MANUFACTURER O FRAME HEAD ���
O FRAME SILL Eastern
1 FRAME HEAD --- AL.6063-T6 EAS 1 6063-T6 6063-T6
2 FRAME SILL AL.6063-Tb EAS 0.062"TYP.WALL THICKNESS 0.062"TYP,WALL THICKNESS 5.ARC-CCIs .,ep��
3 HI-RISE SILL AL.6063-T6 EAS 3.361" -I EASi G`M30 BAvRAQC �AOos ers
4 FRAME JAMB --- AL.6063-T6 EAS FT.2204MYERX 33913
D�.)80"v)a32�2206 FX(239)369.Z412
5 FIXED MEETING RAIL AL.6063-T6 EAS 1.823" 3.056" °' m
�i
6 APPLIED FIN AL.6063-T6 EAS 8 Z Non e
7 MEETING RAIL AL.6063-T6 EAS } 3 3 2 o m j a
8 LIFT RAIL --- AL.6063-T6 EAS I- 3 445"
w= f 0Z Lu
9 HI-RISE LIFT RAIL AL.6063-T6 EAS w 0 m a a m
10 SASH JAMB --- AL.6063-T6 EAS
O FRAME HI RISE SILL O FRAME JAMB w m¢z
11 I.G.GLaZING BEAD AL.6063-T6 EAS 3 4 a-
6063-T6 6063-T6 w < �w a a
12 MONOLITHIC GLAZING BEAD --- AL.6063-T6 EA5 0.062"TYP.WALL THICKNESS 0.062"TYP WALL THICKNESS IJ- w
13 CADWELL SPIRAL BALANCER --- --- EAS
3.435" 3.344" -I
} F
14 SASH LOCK --- DIE-CAST ZINC EAS p Q
15 BALANCER PIVOT LOCK --- --- EAS 4.295" II I i a
2.635"
16 VENT STOPS --- --- EA5 II m
27 BALANCER PIVOT BARS --- EAS f U-)
18 LIFT RAIL BULB VINYL EAS 7-
i9
19 FRAME SILL BULB --- VINYL EAS Z
20 SASH WEATHER5TRIPPING --- EA5 HI RI5E SILL REQUIRED FOR POSITIVE u
2I
DESIGN PRESSURES EXCEEDING•80 PSF.I H
RAIL WEATHERSTRIPPING EAS -_-
U
w ul
FIXED MEETING RAIL APPLIED FIN MEETING RAIL LIFT RAIL HI RISE IMPACT LIFT RAIL
5 6063-T6 6 6063-T6 O 6063-T6 O 6063-T6 O 6063-T6
0.062"TYP.WALL THICKNESS 0.062"TYP.WALL THICKNESS 0.062"TYP.WALL THICKNESS 0.062"TYP.WALL THICKNESS - 0.062"TYP.WALL THICKNESS
-I 2.583" - 2.373" 'I 2.373" �� Z
--- 1.700" I o
} 3.845" ��••``Q0
1.647" 0.062" 1 �C;--..•......... /
2.573" VVV i r ab��•, ,.
2.521" O
2:260"----- -
10 606 SASH6JAMB 11 6aSUL6ATING BEAD 12 6063-T6 GLAZING BEAD �'. 9y * PRp`` tj^
0.062"TYP.WALL THICKNESS 0.062"TYP.WALL THICKNESS 0.062"TYP.WALL THICKNESS T
N
1.573,.{.- w,o m Q m z v3
I 1.240" I 1.292" ��-2 =S cQ.l Z
L I o o
1.375" 0.945" 0.945" DWG#:
} NNNSSS } LLL���SSS E A 50 5 5
SHEET: 7 OF 7