HomeMy WebLinkAboutProduct Approval Florida Window & DoorCo.
1125 N.Dixie Hwy Tel.(561)848-4900
Lake Worth,FL 33460 floridawindowanddoor.com
Property Information Building Information
Owner: Richard Herriford Wind Zone: 160 MPH.
Address: 12455 Grumman Way Exposure Category: C
Port Saint Lucie,FL 34987 Minimum Building Dimension: 40 ft.
Mean Roof Height: 20 ft.
Risk Category: I1
Design Pressure Calculations
Opening Location Device Device Device Max Positive IF Max Negative
Number Zone 11 Width(in) Height(in) Elevation(ft) Pressure(ps fl Pressure(pso
1 End 26 63 7 35.3' -47.0
2 End 37 63 7 34.5 -45.4
3. End 26 63 7 35.3 -47.0
4 End 53 63 7 33.6 -43.7
5 End 84 60 7 32.7 -41.8
6 End 100 60 7 32.3 -41.0
7 End 100 60 7 32.3 -41.0
8 End 37 63 7 34.5 -45.4
9 End 53 63 7 33.6 -43.7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
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'Product Aoprovat Menu>Product oi�Aoolfcatlon Search 5>Apdkation'Wt>Application Detail,
"'el FL# F1-14604-116
Application Type Revision
Code.Verslon 2017
Application Status Approved
*Approved by DBPR.Approvals by:DBPR shall be revlewed"anii'ratlfied
by the POC and/or the Commission if necessary.
Comments
Archived
.Product Manufacturer Eastern Architectural Systems
Address/Phone/Ema€I 36341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext4305
jflesher@easternmeial.com
,Authorized Signature ]ames:Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,..FL.33913
(800)432-2204 Ext,4314,
thoa rd @eastern m eta I sm
o
Quality Assurance Representative
Kddress/Phone%Eniai I
Category Windows
Subcategory Single Hung
Compliance Method Certification,Mirk or Listing
Certifi"cation Agency National Accreditation&ManagementInstltute
Validated.By National Accredkation&Management:Institute
Referenced Standard and Year(of,Standard) &tandard VeaF
AAMA/WDMA/CSA 101/I.S.2/A446 2005
ANSI/HAMA/NVVIND"A 101/I.S2 1997
ASTM E1866 2002•
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2006`
TAS 20]. 199,4-
TAS
994TAS 202 '1994.
TAS 203 1994
1 6f4 2/5/2018,:8:0&AM
Florida; uilding Gode.Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtD:..
Equlvaleme of Product Standards
Certified By Florida Licensed''Professlonai Engineer or-Architect
FL14604 R6 Eaulv•FL14604,5'andr6-EQ.Ddf
Product Approval Method Method 1 Option A
Date Submitted' 01/05/2018
Date Validated 01/29/2018
Date Pending FBC Approval
Date Approved 02/04/2018
Summary of Products
FL#. Model,,Number or,Name Description
14604.1 Series 1000 Non-Impact-Aluminum Serles 1000 Non-Impact.Aluminum'SH
ASH i
Limits of'Use Certification Agency'Certif hte
Approved for use in HVHZ:No F1.14604-116 C CAC -N1006177 01 R4-5igned odf.
Approved for use outside HVHZ:Yes FL14604 R6 C CAC NI006177 02 R2=stoned odf
Impact Resistant:No -Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL34604 116 II. 08 02477.odf
Verified By: Luis R. Lomas„P.E.62514 I
Created by Independent Third Party:Yes I
Evaluation Reports,
FL14604 R6 AE.513233:odf
Created by Independent Third Party:Yes
.146.04,2 Series 143.1 Non-Impact`V.inyl SH Series 1431 Non-Impact Vinyl SHNailing;Fin
1.Nal1lhq.`F1n
Limits of Use Certification AgencyCertificate
Approved for use in HVHZ: No FL14604 R6 C CAC N1010607-R2-signed odf
Approved for.use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact,Resistant:No 12/31%2019
Design Pressure:+50/-5b Installatibm instructions
Other:-Configuration:,p/X Vent.Size:W44.38”H-35" FL14604 R6 II 08-00556Bpdf
Glazing:3/4"'Overall.I.G. Verified By: Luis-R. Lomas,P.E. Florida-P.'E.'6251+
Created.by,Independent Third Party:Yes
Evaluation.Reports,
FL14604 R6 AE 510945iDdf'
!Created by Indep.endentThird Party:Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-ImpacE,Vinyl SH;Flange
Flange
Limits.of.Use Certification Agency Certificate
Approved for.use In HVHZ: No, FL146Q4•R6 C CAC NI010813-R2-slaned.odf
Approved for use outside HVHZ:Yes Quality Assurance.Contract.rExpiration Date
Impact Resistant: No 04/30/2020
Design Pressure:+50/-50. Installation instructions
Other:Configuration:,OIX Vent Size:W=50.38"W35.13" FL14604 L R6 IL 08-00558B.Ddf;
.Glazing:3%4"Overall'I.G. Verified By: Luis R. Lomas; P.E.Florida-RE
Createdby Independent Third Party:,Yes
Evaluation Reports
FLi46 14-R6 AE 510947A.6df
Created by Independent Third Party:Yes.
14604.4 Series 2451 Impact Vlnyl'SH Series.2451 Impact VlriyhSH Nailing Fin
Nailing Fin
Limits.of Use Certif7cation Agency Certificate
Approved for use in HVHZ,No FL14604,116 Ci CAC-N1612533-R2:odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022.
Design-pressures+50/-50 Instillatlon Instructions
2 of 4 2/5/20.118, 8:08,AM
Florida,Building Code Online https://florid,a.bu.il.diiig.org/pr/pr
Other.Configuration: O/X,Max.Frame Size:W-48"H-72" FL14604 R6 Ii 08-00562B,pdf
Max.Vent Size: W-44.25"H-35"Glazing:3/4"Overall Verified By: Luis R. Lomas, RE. Florida RE.'62514
Laminated IG Created by Independent Third Party:Yes.
Evaluation.Reports
FL14604 R6 AE 510951.odf
Created by Independent Third.Party:Yes
14604:5. Series�2451 Irtlpact Vinyl SH Series 2451 Impact;VinyC,SH Nailing Fin
Nailing Fin
Limits of`Use Certification Agency.Certificate
Approved for use'in HVHZ: No EL14fiO4 R6 C CAC'N1013364 02 Ddf
Approved for use'outside HVHZ:Yes Quality.Assurance Contract Expiration,Date
Impact Resistant:Yes 09/30/2018
Design Pressure: +50/-50 In Instructions
Other:Configuration,O/X Max. Frame Size:W=481'.H-72" FL14664 R6 Ii 08.02914',Ddf
Glazing: 3/4°Overall Laminated IG V,erifled By: Luis R..LomaS,,RE,62514,
Created by Independent Third.Party:Yes
Evaluation`Reports
EL14604. R6 AE 513739.odf
Created..by:Independent Third Party:Yes
14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vlnyi:SH Flange
Limits of Use Certification Agency•Certificate
Approved for use In HVHZ.- No FL14604 R6 C CAC NI013364 03,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018,
Design Pressure:+50/=,50 Installation Instructions.
Other:O/X Max.'Frame Size:W-53.1/8"H-72"Glazing: X4604 R6 II 08-02915:Ddf
3/4"Overall Laminated,IG Verified,By: Luis R. Lomas, P.E.62514
Created bylhdependentkThird Party:Yes
Evaluation Reports
FI-14604 R6 AE 513740 odf
Create&by IndependentThfrd Party:Yes
14604.7 Series 2461 Impact.Vinyl-.SH Flange Series 2461 Impact Vlnyl'SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No, FL14604 R6 G CAG NI012533 m-al prlf
Approved for use outside HVHZ:Yes Quaiity`Assurance`Contract Expiration Date'
Impact Resistant:Yes 02/28/2022
Design pressure:+50/-50 Installation Instructions
Other:Configuration: 0/X Vent Size:W-51"1-1-34:5" FL14604 R6 Ii MQ 000564Bxdf
Glazing: 3/4"Overall Laminated IG Verified By,, Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party:Yes I
Evaluation Reports
FL14604 Rb AE 510953A"Ddf
Created by Independent Third Party:Yes
14604.8 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact•Aluminum,SH
SH
Limits of Use Certification Agency Certificate
Approvedf6r,,use in.HVHZ;`Yes. FL14§g4 R6 C CAG N1009020 01-112-sinned odf
Approved forruse outside HVHZ:Yes FL14604 R6 C CAC.NI009020:02-111-"sianed.odf
•ImpactResistant:Yes FL14604 R6 C CAC NIQQ9020 03-R2-signed odf
Design Pressure:N/A FL14604:R6 .0 CAC'NI0106 :01 R1.Ddf
Other:'See.draWing.08-02476 for design pressures.GLASS FL14604: R6 C CAC NI010670-Ri-signed:odF
INTERLAYER COMPLIES'WITH THE REQUIREMENTS OF THE. Quality Assurance Contract Expiration Date
FLORIDA.BUILDING CODE•ACCOROING TO MIAMI=DADE 12%31/2019
FOR EASTMAN INTERLAYERS Installation Instruction's.
FL14604-R6 II 08-02476A:ndf
Verified*: Luis R. Lomas;'P."E.,Florida RE..62514
Created,by,IndependentThird Party:Yes
Evaluation'Reports
FL14604 R6 AE 533232A.DdF
Created by Independent Third Party:Yes
...kEe.t
contact us::2601 Blair Stone Road.Tallahassee FL32399 Phi:880-487-1824.
The State of'Florlda is an AA/EEO emobyer.Cooviiahf2007-2013.State of Florida.::Privacy Statement k[essibTity Statement:;Refund Statement
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Under Florida law,:emall addresses are public records.If you do.not want your a-mall address released ki response to public=records request,do;not send
electronic mail to,this entity.Instead;contact the office by phone or by.traditional mail.If.you,have any questions;,pkase contact 850.487.1345:!Pursuant to
Sectlon 455;275(1),Fbrlda;Statutes,:effeCtive Octobar 1,2012,..6censees licensed under Chapter 455,F.S,must provide the Department,wfth-an emag address f
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"fi to
supply a personal address;please provide the Department with an email address which can be made available to the,public.To:determine tf you area licensee under
Chapter 455,F.S.,please click hem,
Product Approval_Acceptp:
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L. Roberto Lomas P.E. Engineering Evaluation,Report
1432 Woodford Rd
Lewisville,NC 27023 Report:No.: 51`3232A-
434-688'
13232A.434-688,0609,
rllomas@lrlomaspe.com
Manufacturer: Eastem Architectural Systems
1.0030 Bavaria Rd
FT Myers,FL 33913
Product Line: Series FVVI 1000 Aluminum Single Hung Window—Impact
Compliance:
Theabove mentioned product'has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:.drawing num ber08-02476, revision A, prepared,signed and sealed by Luis Roberto.Lomas
P.E.
2. Test report No.-NCTL210-3374-1 signed and sealed by Gerard J. Ferrara,P:E.
National Certified Testing Laboratories,Orlando, FL
TAS 201-94. Large Missile Impact Test,.Level`D,'Wind•Zone 4
TAS 203-94 .Cyclic Pressure loading t75.0psf design pressure
3. Test,re port. No,: NCTL 2210-3753-1 signed and sealed by Gerard J. Ferrara-P:E.
National Certified Testing Laboratories, Orlando, FL
TAS 201-94 Large'M'issile impact Test,:Level D,.Wind Zone 4
TAS 202-94 Uniform_ Static Air Pressure,+.120:0/-150:Opsf design pressure;20,0psf Water penetration.
TAS 203-94, Cyclic;Pressure loading+120.01-150.0psf design pressure.
4. "Test report No.: FTL 5682/11-749 signed by Manny Sanchez.
Fenestration Testing Laboratory, Medley, FL
TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure, +aO.0/-100.Opsf design pressure, 12.Opsf water penetration.
TAS 203,94 Cyclic Pressure loading+80.0N100.Opsf design pressure
5, Test report No.: ESP009274P-10 signed and sealed by Ramesh C. Patel,P.E.
Element Materials Technology,Wausau,Wl
AAMA/WD.MA/CSA 101/I,S:2/A440-05;
Design-pressure: +80.0/-100.0psf
Water"penetration resistance 12.Opsf
ASTM E1886=05 and'ASTM E1996-05
ASTM E:1886/E1996 Large Missile.Impact, Level D,Wind Zone 4
ASTM E1.888/El 996 Cyclic Load Test,+80 .0/-100:0psf:design pressure,
6. Test report.No.: ESP009274PA 1 signed and sealed by Ramesh C. Patel P.E.
Element;Materials Technology,Wausau,.WI
TAS 201-94 Large Missile,impactTest, Level D,Wind Zone 4
TAS 202-94: .Uniform Static Air Pressure,+80.0/-100:Opsf design pressure,12':Opsf water"penetration:
TAS 203-94 Cyclic-Pressure loading+80.01-100.00sf.design pressure
7. Test report No,: F.TL:07-3.11/5417/02 signed by°Manny=Sanchez:
Fenestration Testing Laboratory,Medley,,'FL
TAS 201-94. Large,Missile Impact Test, Level D;Wind Zone 4
TAS 202-94 Uniform Static'Air Pressure,t60.0psf'des1gn pressure,9.00sf'water penetration.
TAS 203-94, Cyclic Pressureloading t60.Opsf.design pressure
8• nchRobertolLomas.P..E rt number 513166-1A_,prepared,signed and sealed.by Luis \\��\S
E 1V s�..sp
it- 0 61
TAT OF
ZOFZIOP•
0 ,
/fill
1 of 2 LuisR"".:.Lomas, P.E.
FL No.:625,14
12/26/2017
L..Roberto Lomas P.E. Engineering Evaluation,Report
1432 Wooffird Rd,
Lewisville,N.0 27023, ftport Nq.,:,51'3232A
4.34-6188 0609,
rIIomas@lrlorriaspe.c6ni
41mitiltions and"CondItions ofuse.-
I Maximum ddsign:ofosisurb.: ReferAo installation drawing.
A Maximum,unit.size: Refer to installation dtawin.g.
Units muSt,be.glazed per'ASTM El 300:04/09,according With glass d.etakis-li,a0prdv6I drawing:
This product is rated tobo�uped in HYHZ.
" ' . 1 bo; . 6t protection,im.wilnd bome debris-regions..
This product-is and does'not require im'Pa
•
Frame materilal,tol'be.extruded Aluminum 6063-T5.
f0talladob:.
.Units must be installed in accordance With'Manufacturor's Installation instructionsand approval document 08-02476,
revision A.
Cdrdficattoti offtidependetilco;
nor will acquire a financial interest in'any,company-manufacturing, . ,•or distributing then
Please note that I Oon't,ha\re
products)for which this,:"report is being Issued.Also,I don't have.-nor will acquire a financial interest'inany other, entity
involved Injhe,approval process',of the listed.,prodLict(s).
X\N� 6
E
Lp 4e
-,S
10 A 0'.
- TAT OF, @Z
Of
4,
Luis;R.Lomas,P.E.
of 2 PL No.',_
'e25,14'
12/2612017
RENSIDNS
RLV DESCRIPUDN DATE MPRMD
A REVISED'CLAZN6 DETAILS 12/26%-17 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD. FRAMING OR 2X BUCK USE #14 WOOD .SCREWS WITH
U ACU 0 O COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
OU
REIREMENTS'OF THE FLORIDA BUILDING CODE INCLUDING THE HVANCHORS AS.SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE:
2. WOOD FRAMING AND MASONRY &URF. FRAMI
OPENING TO BE DESIGNED ANDNG AND MASONRY OPENING IS THE;`ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
RESPONSIBILITY OF THE ARCHITECT OR.ENGINEER OF.REEORD.: LENGTH TO ACHIEVE A 1 7/4" MIPJiMUPA EMBEDMENT INTO SUBSTRATE WITH 2''.' MINIMUM
3. 1k BUCK OVER MASONRY/CONCRETE IS`OP.TIONAL EDGE DISTANCE:LOCATE ANCHORS ASSHOWN IN"ELEVATIONS AND-INSTALLATION DETAILS:
4_ WHERE.SHIM:OR-BUCK.THICKNESS.IS LESS:THAN I—1,/2" WINDOW UNITS MUST BE 17. FOR FRAME,ANCHORING INTO METAL STRUCTURE USE #14-SMS.OR'SELF DRILLING SCREWS
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH 70:ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL.,LOCATE ANCHORS AS'SHOWN;IN ELEVATIONS AND INSTALLATION DETAILS.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL'BE SECURELY FASTENED DIRECTLY'INTO 18: ALL FASTENERS_70 BE CORROSION RESISTANT:
MASONRY, CONCRETE OR:OiHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE.WITH ANCHOR
5, WHERE WOOD BUCK THICKNESS'IS-1-1/2 OR GREATER, BUCK=SHALL BE SECURELY MMUFACTURER'S,INSTALLATION INSTRUCTIONS AND"ANCHORS SHALL NOT BE USED IN
FASTENED:TO'MASONRY, CONCRETE OR OTHER STRUCTURAL'SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH,STRENGTHS CESS,THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A
BE ANCHORED;THROUGH FRAME'TP SECURED'Vd00D BUCK.IN ACCORDANCE"WITH :WOOD - MINIMUM SPECIFIC GRAVITY OF,6=0142.'
MANUFACTURERS.PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,197 RSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-96, GRADE N, TYPE 1 (OR'GREATER).
COATING OR MEMBRANE. SELECTION OF COATING' OR'MEMBRANE IS THE RESPONSIBILITY OF O. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 0:048" THICK MINIMUM
THE ARCHITECT'OR ENGINEER OF RECORD.
7. BUCKS .SHALL 'EXTEND BEYOND WINDOW INTERIOR FACE,SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. 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 ALUMINUM 6063—T6.
12. UNITS MUST BE GLAZED PER ASTM E1.300-04/09, SEE SHEETS 2-7 FOR GLASS, DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS-REGIONS:
14,FOR,FIN INSTALLATION INTO WOOD FRAMING OR:2X'BUCK USE {{1O WOOD SCREWS WITH.
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE.. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION'DETAILS.
SIGNED:12/26/2017
Eastern. ,ERH. u .. a
`., omoevawRon ��J� Ai
TABLE OF CONTENTS SERIES FV/1, ADD IMPACT =?k 0
SHEET'NO. DESCRIPTION SINGLE HUNG. WINDOW
NOTES T OF tr
2
1
6 ELEVATIONS V.L owc ND. 08-02476 RA O�FssOR10Q:G`�`
SCALE DATE SHEET It fill
7 CROSS SECTIONS AND B.O.M; NTS 08[20%14 1 OF 12
B-— 11. INSTALLATION DETAILS LROSERTQLONASP.E '
1432WOODFORDRDLewWMLE,NCVan.
Luis R:,Lomas.P:_E•
17 COMPONENTS d �gg�pg II/CRdSC�A0R85OD,ODID FL'No.: 62514
REVISIONS
DESCPATE APPROYEO
'48" MAIC FRAME WIDTH 4:8- MAX FRAME WIDTH REV. RIMON
13." A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX. 1'3" MAX:O.C. _ y5" MAX 5•,'MAX MAX 5" MAX.
O;C;
5" MAX 5" MAX 11%16"
1/6" HS
/ O
DURAS1/8" HS EA.L
O SPACERSYSTEA9 .090 SAFLEX BY EASTMAN
12" / 10" BY QUANEX 1/8" HS,
MAX. O.C. MAX O.C„ / WEDGE GASKET STRUCTURAL SEALANT
/ 2541 BY MPI SIKAFLEX 552
/
72" FPVC.65 O,UROMETER SETTING BLOCK'(30096).
MAX72„ I 135_DUROMETER
FRAME MAX. 3/4' SITE
BY CENTRAL RUBBER
HEIGHT. FRAME EXTRUSIONS,
i
HEIGHT INTERIOR
EXTERIOR ^^^
X / /
GLAZING DETAIL A
WHEN
USED OUTSIDE
TSIDE TNE.HVHZ
X
/ ^ / ll'/16"
/ , f t/8" TEMP
u /
DURASEA1/8" HS
L
SPACER SYSTEM 090"'SAFLEX BY EASTMAN
5" MAX 5".MAX BY QUANEX 1%8` HS
WEDGE GASKET I STRUCTURAL SEALANT
2541BY MPI SIKAFLEX 552-
SERIES FW11000 IMPACT SINGLE HUNG WINDOW SERIES,FWI 1000 IMPACT SINGLE HUNG WINDOW FPVC 65 DUROMETER, SETTING_BLOCK_(30096)
EXTERIOR VIEW.FRAMEINSTALLATION "EXTERIORVIEWFIN INSTALLATION -
X85'DUROMETER
DESIGNPRESSURERA7ING. IMPACT RATING 3�4" BRE -BY CENTRAL RUBBER
fXTRUS10.N5
LARGE ANOSMAa ^^� INTERIOR
t.0PSF MISSILE IMPACT EXTERIOR
GLAZING DETAIL A
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WITH GLAZING A WHEN USED IN THE FIVHZ
NOTES -
SIGNED:1?12612017
:' -
1. SASH SIZE: 47",X 38". WIN Aa awov., \51 111/0, [ ,sr�usj2 D.L:O 42 3/4" X'.31 5/8".(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL Eastern FAsmwR�gannv �\� R•L �j
3 HARDWARE. IuueAVNwnao � I0
AND ANCHORED TO FIXED MEETING.RAIL. SERIES FWI;1000' IMPACT *• 0 '�'._
6.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW
c.(2) BALANCE SHOES.,LOCATED ON EACH SASH BOTTOM
ELEVATIONS TATE OF Z
RAIL END.
4. ;NO,'REINFORCEMENTS. DRAWN: - vvc ND: REv '%F 'c�OR1DP'CA�
I S• G.\
V.LE DATE ... 08-02476 A
NTS 08/20/14 2 OF 12
L.ROBERTO is: R:Lu
LOMASP.E Lomas
P.E.1432WOODFORDRVLEWISwU> NG2702f FL NoLomas,P
434-688.0609 NGmes@lfb7USpe.00m
53.1/2" MAX: FRAME WIDTH genslor+s,
53 1/2"MAX FRAME WIDTH REv DESCRIPTION. DATE APPROVED
5" MAX. '} 107 5" MAX A REVISED GLAZING DETAILS 12%26/17 R.L.
I MAX O:C: .. 13" 5" MAX
5 MAX r MAX.D.C.
5" MAX
5" MAX
8 /
MAX;O.C. O /
9" O
MAX O.0 /
1/2"
76 1/2" 3/16' HS
MAX 76 1/2" JOV HP'EASTMAN
FRAME MAX`
HEIGHT FRAME EXTERIOR 3/46" HS
HEIGHT
WEDGE GASKET INTERIOR
X % 2541 BY MPI
FPVC 65 DUROMETER STRUCTURAL SEALANT
/ SIKAFLEX,552
4 / I BITE SETTING.BLOCK (3009.6)
Q 1/2" 85 DUROMETER.
CENTRAL RUBBER
EX
EXTRUSIONS
5" MAX
5" MAX GLAZING DETAIL B
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FW11000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FR4ME INSTALLATION EXTERIOR-VIEW FIN JNSTALLATION
DESIGN PRESSURE RATING IMPACTRATING
+120-01-150.OPSF LARGEANDSMALL
MlSSILE.IMPACT
MISSILE LEVEL D,WIND ZONE 4;AND HVHZ
W?H GLAZING B
SIGNED:12/26/2017
1 -
Eastern FA9IERM�EGLSWR� ``;�.\S R,.to 4/•,,,,..
NOTES,
1. SASH SIZE: 50 1X,3 X 38:1%4"t SERIES.FWI 1000 IMPACT *
2- D L.O.: 47 1/2" X 31 3/4 SINGLE HUNG WINDOW ��, TAT OF �-
3- HARDWARE. ELEVATIONS:
a (1) METALLIC CAM LOCK LOCATED MIDSPAN.OF STOP RAIL - pRAwNi Dye-No, REY �'cFS��0R1OQ'G\�
AND ANCHORE6.70 FIXED'MEETING RAIL. V.L. OS-02476' E S R
c.b.(2).BALANCE�SHOES LOCATED ON EACH LANCE LOCATED ON EACH SASH 80Ti0M SCALE NTS DATE 08/20/1'4 SREET3 'OF f2
RAIL END,
4. NO REINFORCEMENTS. I-ROBERTOLOWS P.E.
1432 RUMFORD RD LEwisvLLLE NG 27023 LOS: R. Lomas-R.E..
4346W-O609 momas@trrmew-com, FL No,: 62514'
_ RMS10_NS
53" MAX FRAME',WIDTH
53''MAX,FRAME;WIDTH REV DESCRIPTION DATE nPP.rsovcD
14 1/2 A REVISED 6LAZ.WC; DETAILS 12 26/-17
5 MAXMAX-O.C. .,.. 5" M1NE 1"3� / . .
5..
:MAX O.C..
5' MAX, N. 5-'MAX
I—
MAX'O.C. / MAX O.C. / .3/16" HS
090" SAFLEX MalBY EASTMAN
3/161 HS
77" 77 EXTERIOR INTERIOR
MAX MAX
FRAME FRAME
HEIGHT HEIGHT WEDGE GASKET `
2541 BY,MPI STRUCTURAL,SEALANT
FPVC 65 OUROMETER 4j SIKAFLEX 552
SETTING BLOCK (30096)
X X /4 3/4" BITE 85 OUROMETER BY CENTRAL RUBBER
EXTRUSIONS
GLAZING DETAIL C
L J-
5 MAX ,5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
DESIGNPRESSURE RA7TNG 'IMPACT RATING
t80:01-100.0PSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D�W(MD ZONE4;AND HVHZ
WITH.GLAZWdC SIGNED:12/26/20!7
p EISTpW^ irgntii `���1111I`II/!/7j'
NOTES: " . \\��S aca
iwmw Nallo.o \ '9 /
1 SASH•SIZE: 51 3/4`X 38 3/4
2 D L 0: 47.3/4" X 34": SERIES FWI 1000 IMPACT =icM- TAT 5 T4_,
3 HARDIYARE: SINGLE HUNG WINDOW
a.(1) METALLIC CAM LOCK: LOCATED MIDSPAN OF TOP RAIL — �1
ELEVATIONS: f OFAND.ANCHORED'TO FIXED MEETEDTING_ RAIL. `
_ Ilr
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM- VV L. owc '08-02476 A �R'
RAIL'END. suLE DATE snEEr �i7ll�NA111�Y�V�
4. NO ,REINFORCEMENTS. NTS 08/20/1.4 4 OF 12
L ROBERTO LOMAS P.E. LUIS,'.R: Lomas P,E:
1432wooDFORDRDLEMSVLLiE.IUC27W3 FC No::62514 ,
434-W8-06t ' Aromas@BTamaspe.com ._.
RLwswr+s
53 F/8 MAX FRAME WIDTH 53' 1/8".MAX FRAME WIDTH REv DESCRIPTION DQE APPROVED
$." 4 1/2' 13 _ A REVISED GLAZINGETN
DLS. 12/26/17 R.L.
MAX, .`MAX O C 71 57 MAX 5"MAX MAX. 5" MAX -
1 –..II
5" MAX: 5" MAX 7/8"
T I— 1/8" NN.
1 / 3/76" HS
1_ DURASEAI: .
�� / O 10"- / O .SPACBY QOANEX 090 SHS, BY EASTMAN
3/t 6" HS
12" MAX D.C., WEDGE GASKET STRUCTURAL SEALANT
MAX O.C. 2541 BY.MPI SIKAFLEX'. 552
FPVC 65 DUROMETER SETTING:BLOCK ,(30096)'
85 DUROMETER
78" 78" 3/4" BITE BY CENTRAL RUBBER,
MAX MAX, EXTRUSIONS
FRAME FRAME INTERIOR
HEIGHT HEIGHT .EXTERIOR ^^^
GLAZING DETAIL D
WHEN USED ourSlOE THE Hvr¢
/ 7/8"
4 1/B"/ TEMP 3016' HS
DURASEAL
SPACERSYSTEM .090" SAFLEX BY EASTMAN
BY OUANEX 3/16" HS
5 MAX 5" MAXWEDGE GASKET STRUCTURAL SEALANT
2541' BY MPI SIKAFLEX 552
" FPVC 65 DUROMETE � SETTING BLOCK (30096)
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE:HUNG WINDOW 85 DUROMETER
EXTERIOR VIEWW FRAMEINSTALUI77ONEXTERIOR VIEW<=1N:INSTALLATlON; 3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS'
DESIGN PRESSURE RATING IMPACT RATING: INTERIOR
EXTERIOR
+80.0%100.OPSF LARcEANDSAVILL GLAZING DETAIL D
MISSILE IMPACT WHEN USED IN THE NVRZ
MISSILE LEVEL D,'WIND ZONE4,AND HVHZ
'KIM GLA7JNGD SIGNED-1212612017'
A �lttillfll/
N41
1.OTES P'ArEaste�n° thT46T,CY `\\\`� R..LO',//'�
2. D.LL.O.:SIZE:47 1/2",X.233 1/2"V2 ® `N�1 \C,ENS q .
« ooaa�Row
3. HARDWARE6 SERIES FWI,'1000 IMPACT W-. A-FOF
(1) METALLIC CAM LOCK,LOCATED IAIDSPAN.OF TOP RAILSINGLE HUNG WINDOWAND ANCHORED TO'FIXED,MEETING RAIL. ELHILING NS
b.(2),SPIRAL. BALANCE LOCATED ON EACH JAMB. ��0� w`
GRAmC'ENp NCE SHOES LOCATEf) ON EACH.SASH' BOTTOM DRAWN Dxw N0; RN 'it+S:�ORtOP•GC���
4. NO.REINFORCEMENTS. 08– 76'V.LA ,j//R�oNALII;`\\`\
SCALE NTS �� 08/20/14 5 'OF 12'
4RORERTOLOMASP.E. Luis R:, Lomas P.E.
1432,WOODFORD RD LEWISMA NC 27023
43acao•000s NanLc�Oroaasye:mm FL,'No.:",625,14
REVSON5',
53 1/8" MAX,FRAME WIDTH
53*1/8° MAX FRAME WIDTH', atv o[scrtwnoN' onic araROVEo
10"
5" MAX MAX G.C. 5" MAX MAX'O:C.5" MAX. 13 ,I 5" MAX A REVISED,GLAZING DETNLS 1`2/25/17. Ra.
' � �
5" MAX
5" MAX T
1—
T-
9
9.x/4" MAX-O:C. �
MAX O.C_ 1/8° ANN.
O t / O .090" SAFETY—PLUS 11 BY EASTMAN
1/B" ANN
EXTERIOR' INTERIOR
96" WEDGE GASKET
96" MAX 2541 BY:MPI
MAX FRAME FPVC 65 DUROMETER STRUCTURAL.SEALANT
FRAME HEIGHT SIKAFLEX 552
HEIGHT
SETTING BLOCK (30096)
3/4" BRE 85 DUROMETER '
BY CENTRAL RUBBER
EXTRUSIONS
r / GLAZING DETAIL E
4 J u
�— 5' MAX
�5" MANX
SERIES FW11600 IMPACT"SINGCE HUNG WINDOW SERIES FW)°7006 IMPACT SINGCE.HLING WINDOW"
EXTERIOR VIEW FRAME 1NSTALLAT ION EXTERIOR VIEW FIN INSTALLATION
PRESSURE SIGNED:12/26/201.7.
DESIGN
RATING IMPACTRAT'ING.
LARGE AND:SM4u Eastlern. —= =7 %%
1. :SASH SIZE: 501 7/-T6' X 48 1/4", ±60.OPSF IMPACT nom.. ...... o••«. ower awo+ami, `� -g9tP���-
NOTES MISSILE
2 DLO.: 47 5/8' X 43: 5/8": MISSILE LEVEL D,WIND ZONE 4,ANDHVHZ" SERIES,FWI TOGO IMPACT _1k•�TATe
*-
3 HARDWARE: WTTHGLAZINGE,
a (1j METALLIC CAM LOCK-LOCATED MIDSPAN OF. SINGLE HUNG WINDOW J,e
AND ANCHORED TO FIXED:,MEETING.RAIL. ELEVATIONSOOF �tLV�
c.(2) BALANCE,SHOES LOCATED`ON EACH;SASH BOTTOM °"�^"NC pvG,NO. REV, 'cFs F[ORIOQ:•G�`�``
'RAIL END. - _ sc�LE wiE 08 X76 _ A ////S/QNA'l` `,N
NO REINFORCEMENTS. NTS' 08/20/'14 '6 OF 12
5. ALL UNITS RATED IUP TO,±60.OPSF MAY BEANSTALLED L ROBERTO LOMAS P.E. Luis R. Lomas P:E:'
'WITHOUT ANCHORS AT THE`SILL.: "
x�
aa3z000roRd""ROL�svruErvcz>ov, `FL No:= 625.14'
` 434GB8-0609 VlMmRs@!+lornespe.mm ..
e1LLOFMA7I3LALS FOR ILLUSTRATION PURPOSES ONLY
.
17131 NO.: PARTNOTIO
.: DESCRIPTION MANUFACTURER MATERIAL REV DCSCRWTON OATC APPROVED
1 FRAME HEAD "EAS aL�r,�NUM696-T6.. FOR INSTALLATION DETAILS q.. 'RE,,,SEo GLAZING DETAILS. 12/26/17 R.L.
Z FRAME SILL EAS ALUNNUN16063-_ REFER TO SHEETS 942
3 - HI-RISESILL EA,4 ALUMINUM606346 _
4 FRAME JAMB EAS AI:UMINUM6063-W
51 FIXED MEETING RAIL .EAS .ALUNYNUM6W3-T6'
6., -APPLIED FIN _ EAS 'ALUMINUM606346'
7 MEETING RAIL FAS ,LUMNUM6063=713
8 LIFT RAIL EAS ALUMNUM6063=1`6
9 .Ht-RISELIFrRAIL EAS ,ALUMINUM6063-T6' "-
"10 "SASH JANE EAS -ALUMINUM6063-76
IG GLAZING BEAD EAS ALUMNUM 606346 1 1
12 MONOLRHIC GLAZING BEAD EAS .ALUMINUM 6063-T6
13 CADWELL SPIRAL BALANCER: FAS
14 SASH LOCK. EAS DIELASTZINCEXTERIOR INTERIOR
15 BALANCER MOT LOCK EAS
16. ..VENTSTOPS EASE 12 _ 14.
17 BALANCER-PMOTBARS. . ..EPS
18 LIFTRAILBULB EAS VINYL "
.19 FRAME SILL BULB EAS" VINYL $
20 SASH WEATHERSTRIPPING EAS 7
INTERIOR
21 RAIWEATHERSTRIPPING EAS' .12 EXTERIOR
L
I
o �
11 21 18 19
3
12
13 20` 10 19
8
INTERIOR 72
t8 VERTICAL SECTION
SIGNED:12/2kil i7
..
EXTERIOR .. astern t
Q�/////
VERTICAL SECTION SERIES FWI 1000 IMPACT *• 6 5 *_
SINGLE HUNG WINDOW
B O.M. AND CROSS .SECTIONS. ITATE OF -,
4 Yt DRAwNi owc'n'o. Rlv 1.�- • .. P•*A,
V.L_ 08-02476 A FS QR1V \�
iS G�
46RIZONTALSECTION SCALE NTS DATE 08/20/14 SHEET OF 1.2 //e/Aj1111n01�\�
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
14VwooDroRDRDLEmsvuLE.NC27023 FL':N : '62514'
130b88-060,q INomas@(AmT1A.5p0.Com. o.- - .
5/8" MIN. REVSI�NS:
I EDGE'DISTANCE REV. 0ESCRFTION DAZE I APPROVED'
WOOD FRAMING, _. A REVISED`GLAZIN,G DETAILS, '12/26/17 R.L..
OR 2X 'BUCK
BY OTHERS_ V-7/16" MIN.
EMBEDMENT
BACKER',ROD
& APPROVED-
-SEALANT
PPROVED SEALANT SHIM SPACE
1 7/16" MIN. r /4°' MAX*
EMBEDMENT SHIM SPACE'
#14>WOOD SCREW
INTERIOR
5/6" MIN.
EDGE DISTANCE I .
#14 WOOD
SCREW,
EXTERIOR INTERIOR
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY,OTHERS BACKER R00
& APPROVED
SEALANT.
JAMB INSTALLATIONVETAIL
WOOD FRAMING OR2X BUCK INSTALLATION
#14, WOOD
SCREW
BACKER ROD
&-APPROVED T/4'"MAX;
SEALANT SHIM SPACE MOTES
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
WOAD FRAMING —�.,MIN 2'PERIMETERAND J0INT8EALANTBYOTHERSToBE
'byO BUCK /E DESIGNED/N ACCORDANCE-W/THFlSTME2112
BY OTHERS EMB�DMEIJT
SIGNED:72/26l2017
\,NltR• �ttt, It.0
� iris
5/8" MIN .FON MFw DAmf v \C+ENS 9tP�'i
EDGE.DISTANCE F'
SERIES FWl 1000 IMPACT Z*: MAT 5 =
SINGLE HUNG WINDOW.VERTICAL CROSS SECTION INSTALLATION 'DETAILS. ��o
WOOD FRAMING OR2XBUCK INSTALLATIOAfDRAWN: - Dwc No. REV. gt�Q:•��� °
STA/YDARD.SILL SHOWN HI RISE SIMILARV.LS'LE NTS DA08/20/14 08–02476
OF 12 A
tE '
L ROBERTO LOMAS P.E' LUIS. R. LORIOs. P.E.
1432 WOODFORD RD LEWISVRLE.11027023
434-M-0009 0=aS@XOMaP000m FL No.: 6251'4;
5/8" MIN REV DESCRIPTION RerswRs DATE APPROVED,DISTANCE
lAETAL A REVISED GLAZING DETAIL; 12/26/,17 k.[-
STRUCTURE
BY:OTHERS: '1/4" MAX.
SHIM SPACE
APPROVED'
SEALANT
#14 SMS bR
SELF DRICLIN_G
SCREW 1/4" MAX.
SHIMSPACE
INTERIOR
5/8" MIN,
'EDGE DISTANCE.
--
EXTERIOR INTERIOR SELF
SMS OR'
F DRILLING'
SCREWS
METALAR
STRUCTURE EXTERIOR
BY OTHERS
. BACKER ROD
&APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
x(14 SMS,OR
SELF_DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. NOTES;
SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
METAL - - 2 PERNoTsIMETER ITY.
ETER AND JO NT SEALANT BYOTHERS A7 BE
STRUCTURE DESIGNED INACCORDANCEWITH ASDN E2112.
BY.OTHERS
SIGIUED:12%2fi/2U17
5/8" MIN
Eastern 7//.
, III,
us�mso� Y ♦\�5 R,
EDGE DISTANCE mmewoow
SERIES FWI,1000 IMPACT =*' 0 *�
SINGLE HUNG WINDOW ; .
VERTICAL CROSS SECTION ° EE
METAL STRUCTURE INSTALLATION INSTALLATION DETAILS �A TAT OF �.�.
STANDARD SILC'SHOWN,M,RISE'SWILAR - - - �'O�. R'" P ����
oRawn, Dwc Ro. Rcva ��i�s DRI .G\
s DATE
68—02476 A. /,j'd'�ONAI`�l�O\♦
NTS 08/20/14 9 OF 12
L.ROBERTO LOMAS RE Luis R'.:Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514'
434.380-0609 Alomas@(Aomaspe.00ni,;.
'CONCRETE/MASONRY 2' MIN. REViSiONS•
BY',OTHERS EDGE DISTANCE I acv oescwrvoN DAiE I ,waaOVED
... .. - -A ,REVISED GLAZING DETAILS .72/26/17 R.L.
a
n 1 1/4"-MIN_
a EMBEDMENT 1 1/4" MIN:
EMBEDMENT
CONCRETE/MASONRY
OPTIONAL 1X BUCK + BY OTHERS
SEE NOTES 3 – 7 °
SHEET 1 OPTIONAL 1X BUCK SHIM SPACE
1%4:" AX. SEE':NOTES�3: 7
BACKER'ROD,VI/4"'TAPCON
.SHIM, SPACE SHEET 1
& APPROVED
SEALANT 1/4" TAP.CON
INTERIOR-
a
EXTERIOR INTERIOR.
2-
EDGE °
DISTANCE EXTERIOR
ENV
BACKER ROD
&`APPROVED'
SEALANT
JAMB INSTALLATION DETAIL
CONCRETSWASONRY INSTALLATION'
1/4" TAP.CON
BACKER ROD NOTES:
& APPROVED I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,-
SEALANT 1/4" MAX. NOT SHOWN FOR CLARITY
SHIM SPACE 2.PERIMETER ANDJOWT SEALANT BYOTHERS:TO.BE
OPTIONAL 1X BUCK _ DESIGNED IN ACCORDANCE W_ITF_IASTME21, -
'SEE NOTE,3 --7 SIGNED 12126/20f7
SHEET 1
-- . - asaaN<uoaisnuuass+ua 1l1
1I
EA °�KWM, �.��\`Ou"to
a -T \\\xS
f IWA BA AgNNDAtl
. m .1 1•/4.,. MIN: %X',i^ .... �`m°"`avza nwa,mn `�r \GENS
a 4 °• ° EMBEDMENT •SERIES«FWI.1000,IMPACT *•• 0
c SINGLE HUNG WINDOW —
< INSTALLATION DETAILS TATE OF
DN: N: s �LCONI
CRETE/MASONRYEDGE DSANGORIO�G\Z'��
BY OTHERS VERTICAL-CROSS SECTION NTS °4TE 08/20/14 OS s'¢2Er 10 OF 1 r A si6 AL�����\\
CONCRI f EIW SONRY INSM L,LATION.
STANDARD.SILLSHOWN,HIRISEBIM/LAR LAOBEArOLOAL4SP.E Luis. R., Lomas P.E.: .
r432 MODrORD RD LEMS VYLE.NC 27023 - FL`No.: 62514
'434-688.0609 ffto asgft wpe•com, ,
REV610hS
__ I
3/8%MIN. a� DESCRIPTIDN alE APPPOVEO
,I EMBEDMENT A• REVISED.GLAZING DETAILS. 1.2/26/2
7 R.L.
X10 WOOD WOOD'
SCREW' FRAMING
BY OTHERS
E 1,/4` MAX.
SHlyd, SPACE
'7/16" MIN
EDGE DISTANCE
WOOD=FRAMING .{ 1/•4' MAX'
BY,OTHERS I SHIM SPACE
.INTERIOR
1 3/8`
MIN.
EXTERIOR INTERIOR EMBEDMENT
#i-O-WOOD
SCREW
7/16` MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALIATION DETAIL
WOOD fRAMING OR 2X BUCK INSTALLATION
NOTES:.
1 INTERlORAND-EXTERIO/iFlIJlSHES,BY.OTHERS,
1/4" MAX NOT.SHOWNFOR CLARITY.
SHIM SPACE 2PERIMETERAND'JOINTSE4LANTBY.07NERS'TOHE
DESIGNED INACCORDANCEWl7NASTM E2112
SIGNED 42/26/2097
7
/16' MIN
EDGE'DISTANCE
#10 WOOD WOOD ,
SCREW FRAMING
1 3/8" MIN. BY OTHERS: SERIES: FWI 1000. IMPACT =* 0 *�-
EMBEDMENT SINGLE HUNG WINDOW
VERTICAL CROSS SECTION INSTALLATION- DETAILS :�lO TAT OF ..•..�`
WOOD FRAMING OR 2X BUCK INSTALLATION DRAriTt: DWG ND. REV' � 'QCpA10Q:•\�•'��
08-02476 A'
TE08/20/141 1
NTS 1111111
N S 11 OF 12
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432;WOODFORLI RD LEWeSVILLE.NC 27029 ,FL No.: 62514
434.688-0609 dlo nasC&hb—specom -
4-1
R!*VoNS'
3 3/.8 REV. OESMKiO.N Duff APPRMO.
3 7/16 I A REVISED.GI AZING:DETIyL$ 12/26/17, R;1.:
3 5/16" "1 11/16"
j-- 3 3/8'"
f 41 S/;16"
T nI
2 9/16"
1 13/1,6" j LF Lq I L
O. FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING-RAIL
ALUMINUM'6069-T6 O ALUMINUM6063-T6 O, ALUMINUM6063-T6 .O.-ALUMINUM6063-.T6 O .ALUMINUM6063-T6
.062"THICK .062THICK .D62'THICK .PF-THICK .062-THICK
2 3/8--1
2 9/16" 2 3/8"--{
1 9/15"
3` 73/16" � C
2 1/4- 2 1/2" T —
1 5/� L II LL=Et 3/87 T
APPLIED FIN MEETING RAIL LIFT RAIL HI"RISE IMPACT LIFT RAIL SASH JAMB
OALUMINUM6063-T6 (� ALUMINUM6063-T6 �8 ALUMINUM6063-T6 O. - ALUMINUM 6069=T6 10 ALUMINUM 6063-76'
-062"7HICK .062*THICK
.06r THICK .OW THICK .067THICK
1 1/4
1 5/16" SIGNED-,12/26/2017
rte, Eastern �,E . ll�-t�►�tl/,,,,
'1$/16" I' �J ...a.... ..-.owr��e.elo i`m°woasma G N
INSULATING BEAD GLAZING BEAD SERIES FUJI t 000. IMPACT ?* o _ 5
,ALUMINUM6063-T6 -1.2 ALUMINUM 6063-T6; SINGLE HUNG WINDOW
COMPONENTS: TAT
OF
.062'THICK - ,062,::THICK ..
V C owc'r+o. 08-02x76 REV ��i�FSs.•..•EN6���
SCALE DATE SHEET IOfNA`1ti,�\`\
NTS 08/20/14 12 OF 12
L RODERTO LOVAS P.E Luis R...Lomas. P.E.
1432 INOODFORO RD LEWISVILLE,NC 2)029 FL No.: 625,14
434-606-0609 r0omasCa4bmaspe:wm
I
Florida Building Code Online, https://www.floridabuilding.org/pr/pr app_dtl.aspz?parain=wQEVX...
O
s
SCIS Home { Login "User Registration { Hot•Topla { %Submit Surcharge ( Stats_&Faets {• Pubficztnns 1, PBC Staff l BCIS SRe MaP .Links {•Sean:h'j'
Florida
Product Approval
r' l USER:-Public User
rcrs•r{....,.
,eMd=AoorovatMenu>Arod��t,or Aoolkation'Searclj;'*Aookatlon'Usy>Application Detail
FL#,
,. F1-15970-R4'
Application Type Affirmation
Code Version 2017
Application Status Approved,
Comments
Archived
Product Manufacturer Eastern ArO,itectutal Systems.
Address/Phone/Email, 16341'Domestic Ave_.
Ft.Myers; FL 33912
(800)432-2204 Ext 4305,
pesher@eastern m etal,com
Authorized Signature James,FlesF er.
jflesher,@eaSte1 nmetas;com
Technical Representative Timothy.J..,Hoard,
Address/Phone/Email, 10030 Bavaria Road
Fort Myers;;:FL 33913;
(860)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows'
Subcategory Horizontal Slider
Compliance Method Certification Mark.or Listing
'Certification Agency National Accreditatl6h&Management Institute
Validated,By National Accreditation.&Management Institute
.Referenced Standard and Year UStandard) Standard Year
AAMA/WDMA/CSA 101/IS 2/A440 2005
ASTM E1886 2005
ASTM E1996 2006
TAS201 1994
TAS202 19944
TAS203 1994.
Equivalence of Product Standards.
Certified,By Florida Licensed Professional Engineer or Architect
FL159 R4: Equiv EE112098'.ReV 1.DJ
L of 3 1/9/201.8,-.9.:09 AM
Florida-Bufl#g,lCo&Wind, haps:(/www:,fiotildabuildink.org/pr/pr appjfl.aspx?param=wGEVX
I affirm that there are no,changes in the,neW, ,FId?Ida
Building Code which affect my product(s)and rrvy,-product(s)
are In compliance with the new.Florida'BuildInIg,Code.
Documentation from approved.Evaluation or Validation Entity Yes No ,N/4
FL15970 B_4 COC Affirmation FLI5970 417 Y109-ss;'Ddf
Product Approval Method Method 1 Option A
Date Submitted 12/20/2017
Date'Validated 12/20/21011
Date PendIngTBC Approval
Date Approved 12/25/2017
$ummary of Products
FL# Model -Number or a e. Description
15970.1 HR,'10005 Horizontal [Series HR 1000S Horizontal Roller-LM1 HVHZ
Limits of Use Certification Agency Certificate
Approved I for use'In HVHZ:Yes L '15970 R C CAC N101 1287=111.orlf
Approved for use'outside HVHZ*Yes Quality,Assurance'Contract Expiration.0ate.
Impact Resistant:Yes =21
Design Pressure:+60.0/-.60.0 on Instructions
Other. FL15970 R4 11 EAS0001 RevA OX Horizontal Roller ss.adf.
Verified,BY: Robert 1.Amorusor P.E.49752
Crdateq,by Independent Third Party:-Yes
Evaluation,11eipprt-9
FL1597 R4 AE hokSaflex PVB 154201AI.odf
FL15970-R4,AE PER 2090 Rev 1,od
Created,'by,Independent Third'Party:Yes:
7 7
15970;2 j.Seetes HRP-1000F Horizontal Roller Series,HRP 1000F Horizontal Roller-I-MI HVHZ
Limits of Use Certification Agency Certificate.
Appo�ed,for"use,ln,.HV.HZ:Yes.
r FI-1_5
976 R4 C CAC NIQJ 2.86.01 -df
- � '
Approved for'use outside HVHV Yes 'F L 15 2 ZQ-&4-L-CAC-W0-1-1 Z8-U LL P-d-f
Impact-Resistint-Yes Quality.Assurance.Contract Expiration Date:
Resign Pressure: +60.0/-60.0 i :04/30/2021
Other., i installation Instructions
FL15970 R4 11 EAS0002 ReVA XOX Horizontal
Verified By: Robert J,,Arnorugo,P.E.49752,
1 Created,by'lndepehdent Third Party:Yes
Evaluation Reports
F115570,R4AEN0A,Saf1gx-P—VB 15-1201Mpdf
'FLI5970..RA-AE PER 2 ge Rev 1,pdf
Created:by independent Third Partyt Yes
Fick Next
rnntact Ug n--.- iv)qoo Phonw,850-487-182A
The State offJoirloa Ls an AA LEhdda
tEp erni:ilqu.CamakU22OZ-2212-SLatita EWQL2aJ;iMe=:*ACSrcS��ty Statement::,Hs and^ytat��>
Under Flotda law,email ad'dresses are publi.6 records.Il'you do not want youre-mad ad�lressraieased'ln response to,a public-records request j*not send
electronic mag•to thli'entity'Instead;contact the'offide by PhbneGr,by traditional mall.ifydu'have ariY questlorts,'phasj rontact'8'50A87.045;*PutSuani'tc
Sect&455:275(1);Florida Stkutesy effedive Weber 1,20.1-2.,licensees licensed underchbi5ter 455,F.S.must provide the Department with an email address If
they have one,*ifre eibaits proviJeonaY be used for official�ommupcptlotk wfth'the email addressesye pub2c record;if you do rotw'-1,.h to.'
ad va To determine you are'a i1ceniee under,
iupplV a zzui, ch4s,please lin6vide the,Departrindnt,with an email address which tie,macda a liable to the 6ubgi�
chapter 455;FS:,Please clkk h4dL.
Pinduet Approval Adopts:
1/0018,9:69 AM
2 of,3
Florida Building Code Qriiine„ https://www.floridabuilding qrg/pr/prapp�dtl.aspx?param=wGEV?X:.,
I
Credit C,ard..=
I
09 AM
3,of 3 1/9/2Ql'8,9
. .
Product Conformance to 61h Edition (2017) Florida Buildin
Product Manufacture[ Product Name,Model and/or Description
.Eastern Architectural Systems 6edes'HH1OODSHorbantaiRoler'UNI/W«w7
10030BovmraRoad Series HRP 10OOFHorizontal Roller'UNI/HVHZ
Fort k8yen;, FL33913
i |
� RmhdmpmductApprmmLNn�'FLIS97O
�
[nde:.6*Edition(2U1qFlorida Building code
.Compliance Method: Product ApprovaiRule 6�20-3.00.7(1)(f)-Self-Affirmation
"Code Conformance Review:The underslignod'has reviewed the,above referenced Florida Product Approval and
associated documents andt found all drawin"9s,reports,refer6.nce-d test standards,and,testing,as noted in the,approved
documents.to be in compliance with the 6t'Edition(2017),Florida Building Code,
Itihasbeen concluded that no the-folI owing
(whemappUcable),that affect.the��ts of'design,testing orengineering ofthe approved produtt($,
`~ Chapter 3Smfthe 5mEdition(2Uz4) Florida Build|ng'[odecumpared;to�Chapter35ofthe 6mEdidon(2O17)Florida
Building Code
� * Ch4�ofthe 5*Ed I ition(2U14)Florida Residential Code cumpare6�o,Chapter 46ofthe 6mEdition(2DZ7)
Flndda|aeside?tio|Cwde
* Test pmtutp|vforHVHZ/5'h'Edition(ZO14 Florida Building Code compared'tnTest Pnyuoqp|sfurHVVZ/6m'Ed|tion
! �
(2017)Florida O | f�|mwin8)mhaeappl|cabk�
'6 TAS ZO1'g4,TAS 2O2'g4.ondTAS-203-94
.
Therefore,all,test standards used in testing and all design,standar&Used in design�aficl,ehglneeeihgqf thecurrontly
�ppnmedproduc�a)emeinvaU��formomp|\anue'tothe 6mEd|ddn(IOl�)of�h�'F|bhda8ui\#|��Cpde
Conformance,Review of Intertayer Manufacturer(s)and Interlayer Component Approval per Miami-Dade NQA:
^ The currently issued Miami-Dade NOAfovcomponentappmva|tothe 8oddaBuilding Code for Eastman Chemical
Co.(MA),SaOexPVBLam|nadng|ntedayerwas reviewed.|twas found that the tesdnQ�resu|\sare incompliance
with the 6th Edition(2017)-F|nridaBuilding Code where applicable.
° Eastman Chemical Co.(K8A)KAiami-DadeNOAs can befound here
�
Certificate ofIndependence per Product Approval . ��.��,�i� ��� s,C�y�����
'
Rule 61G20-3.009 ��/,,:_ /x� signed,
_,
�bY RobertJPTC Product Design Group,LLC and Robert l p�
does not have,.nor will.acquire 'any fi nancial'Inte rest in the,
ed
company manufacturing or distributing-product(s.)cover ZZ
_�E OF r.A-Z
by this Product Evaluation'Repgrt. PTC P Uz
will—__r ' fin`^ '� ' - '
.~«�ivn�.
involved in the
- ' � w��| �vauata �
pmdu��)cb*ere'd b�tNsP,p�"¢Evaluation xva _dby
RobertJ Amms PE.
FL P.E.Llcense:No:45752.
AMMWAWPTC Product LL. Bok 520775 1 Longwood, FL 31152�0775
m
EASTERN ARCHITECTURAL SYSTEMS =
a
SEINES HR 10005 HORIZONTAL ROLLER -.LMI.
INSTALLATION ANCHORAGE DETAILS �s
o� g
ae
u
GENERAL NOTES: INSTALLATION NOTES: 3
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDABUILDING 1. -ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHORLOCATION SHOWN.
CODE-(FBC)INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES STATED HEREIN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED iS-THE MINIMUM NUMBER OF ANCHORS TO BE .N Ul
2- THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTS)NO. USED FOR PRODUCT INSTALLATION. ,� �� 00
ESPOD9274P3;ESPOO9274PA.ESP009274P-8 AND ESP9274P-9AND ASSOCIATED LABORATORY DRAWINGS.
O
3. ANCHORS ARE TO MATCH TYPE.SIZE,EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE E O CN
On
3. ADEQUACY OF THE EXISTING.STRUCTURAL CONCRETE 1 MASONRY AND 2X FRAMING AS A MAIN WIND FORCE INSTALLATION ANCHOR SCHEDULE BHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE E O g
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
J
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(SL MAXIMUM. a H
ALLOWABLE.SHIM SIZE IS 114.INCH..SHIM WHERE SPACE OF 1116 INCH OR GREATER.OCCURS.SHIM(B), qq[7 Z
:4: 1X MID 2X BUCKS(WHFJ4:USED),SHALLBE DESIGNED'AND ANCHORED To PROPERLY TRANSFER ALL LOADS-TO THE SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR,BETTER.. � 0.� NHl ..
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGfNEEROF��� 5. :MINIMUM EMBEDMENT ANDEDGE DISTANCE.EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TOSTUCCO.FOAM,.BRICK VENEER,AND SIDING). E. d W 21S. THE INSTALLATION DETAILS,DESCRIBED HEREIN ARE.GENERIC AND MAY NOTREFLECTACTUALCONDITIONS�FORA SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE REQUIREMENTS DETAILED 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT �^HEREIN,SITE SPECIFIC DOCUMENTS SHALLBE PREPARED FORUSE WITH THIS DOCUMENT. MATERIAL OR HAVE A CORROSION RESISTANT COATING.DISSIMILAR METALS,INCLUDING FASTENERS Fm O x THAT MAY COME INTO CONTACT WITH ALUMINUM.FRAMING SHALL HAVE BEEN PROTECTED.6. THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THEHIGH VELOCITY HURRICANE ZONE(HVHZ)FOR xg
OPENING PROTECTION OF THE CURRENT EDITION OF THE FLORIDA BUILDING..CODE AND DOES NOT REQUIRE AN. 7. FOR HOLLOW BLOCK.AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO
{Y�.00 a �Or E
'IMPACT RESISTANT COVERING. MORTAR JO)MS.EDGE DISTANCEIS MEASURED FROM FREE EDGE OF BLOCK OR EDGE,OF MORTAR
6.1. FOR INSTALLATION 30 Ff.ABOVE GRADE,ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT JOINT INTO FACE SHELL OF BLOCK G.. Ir
PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING - z =
CODE 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS
INSTALLATION INSTRUCTIONS.,ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS E- W' 3 c
7- WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)REQUIRING WIND BORNE DEBRIS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR.SCHEDULE ONTHIS SHEET. d - W
PROTECTION.THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE.FLORIDA BUILDING - V1
CODE ARE MET-AN IMPACT RESISTANT COVERING IS NOT REQUIRED.THIS PRODUCT MEETS MISSILE LEVEL-D'AND
W e �
INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS MODIFIED BY THE CURRENT EDITION OF THE FLORIDA
BUILDING.CODE.. DESIGN PRESSURE RATING(PSF) IMPACT RATING c ,
& MATERV S. .
"B-1. WINDOW FRAME MATERIAL:EXTRUDED ALUMINUM 6063-T6 0.063'THICK. +60.01-60.0 -LARGE MISSILE
8.2, WINDOW SASH MATERIAL:EXTRUDED ALUMINUM 6063-T60.062-THICK.
9. GLASS MEETS THE REQUIREMENTS OF ASTM E13OG4401 GLASS CHARTS. ANCHOR SCHEDULE
SEE SHEET 3 FOR GLAZING DETAILS.
INSTALLATION SCREW EAt) MANUFACTURER EMBEDMENT EDGEMSTANCE ANCIWRCAPAOTTIE9
10:DESIGNATIONS-)'AND'0'STAND FOR THE.FOLLOWING(AS APPLICABLE): SUBSTRATE TYPE TYPE SCHEN SIZE AMMOR (INa<n. (INImm BASED ON
10.1 X OPERABLE.SASH - SPECOCATION
10.2 O:FIXED SASH .
'- - FLAT OR PAN
CONCRETE Tu-FRA4E 316^ BWTPPCONS) 1-1rz tAs-
1- Mw:zooDPSI coflcREfe Robert J.AmarusO;P.E
11. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE,WOOD SHALL HAVE BEEN HRHEAD
PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. FL P.E.N0.49752
12- ALL UNITS UNDER THIS APPROVAL SHALL USE.SETTING BLOCKS IN COMPLIANCE WITH THE.CURRENT STRENGTH byRo piglialy signed
EDITION OF THE FLORIDA BUILDING CODE WHEN APPLICABLE MASONRY TIIRUFRN&E FLAT OR PAH 3116, fTtN TMCONSIo t 2' CONFORRVWCE TO ASTM liy Robert 1.
(BIOCKlCMRI) HFJQI C-90,NL�O_ WEIGYHT ' Amoroso
TABLE OF CONTENT ON:en=RobertL
SHEEP DESCRIPTION FLAT OR'PPN lIJS1818.8,1 sEP%.s h Amoruso,o,
HEAD NO:tO' (1NODo SCREM V.'OOD WITH AIAPIINUM N't..
1 GENERAL AND INSTALLATION NOTES WOOD THRU-FRHfiE 1-318" 31L• SPECffIG GRANTVOF �""n' o Ign roup.
roduct
FLAT OR PAN No.70 ASME BI.6
0.55. s. srY" �a Design Group.
2 ELEVATION AND ANCHORING LAYOUT HEAD (TAPPING SCREW] '*'"`':Lo..� i- email=robert�eP,
3 VERTICAL CROSS SECTION AND,GLAZING.DETAILS. ``+`aa4.�..�.r
t
' 11 RLN(AWANCED TIQFAOFIX26A TEOTDL03Y)iAPW18 MILL 8EU5M FOR�NC�lFJMNSCXKT L6TAlLATON C=Us
4 HORIZONTAL CROSS SECTION 2)FMV.ncoSamaSFsruirmaSACO-CMa MUD 117(34CRUSMPILOTHOLEFORHO iow000sa�ev.. Date:2015.06.14
5 BILL OF.MATERIALS AND COMPONENTS 31FORTArrc.SCRSNSFVrLF" G6ACONCEw.CRLLD.ur(3ODRLLSeQPLOTtOIEFORNO IDTAPWNC-SCRLW 1638:40-04'00'
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8.3 =, EASTERN ARCHITECTURAL SYSTEMS RRD�TR 41s-0511
Ne'�50
c n iA o10030,BAVARIA ROAD'
�'�a o e•aye'eo"ti ;-n r6AT MYE11% FL339y3
SERIEHR t :0 ,:.
S 00QS [X HORIZONTAL ROLLER
74 x7
1��t�i.2 5 12 0 D. C O G Y
f0 PRf Mf00T. DRAWH BM DRTE: f
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3 �.o t•, row- same• oRnvnNa ro: - A_ ..UPDA7ED'70'9TH
: in ..� 8/12/18 JBH
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RDewamrn• m�.ab.ao rru
Nv �a�Daaa� aam RM A S El 2 OF 5 REV aESDR1VfgN DATE By
EDGE DISTANCE SUBSTRATE VARIES m a
VARIES SEE,-SHEET .1 SEE ANCHOR-SCHEDULE
SCHEDULE,SHEET .T SHEET 1
INSTALLATION ANCHOR. NOMINAL d o Iis
VARIES SEE ANCHOR
0.090" SAFLE,X -
SCHEDULE'SHEEP 1' MIN. EMBEDMENT VARIES 1/8" ANNEALED PVB BY EASTMANPERIMETER.SEAL SEALANT SEE ANCHOR SCHEDULE CHEMICAL CO. (MA)BY OTHERS BY OTHERS. SHEET 1 EXTERIOR.
1/8"ANNEALED �'
FLANGE TO BE 8, g'
SET IN BEDOFINTERIOR
SEALANT BY OTHERS.
15
SEE NOTE THIS SHEET 1/4" MAX.SHIM 12 19 Z.; w _ o •p
5 W J C', n
15 1 1 CF!] 00 CA g w
2 J.
10 3/4�' GLASS �..� -S .
12 13 RITEo'm ��
GLAZING DETAIL 1 `�2 m m� .Z
19 5/16-NOMINAL LAMINATED � � =I $
5 16 rA >a
F 10 gfl6
EXTERIOR' INTERIOR 6,c o.gam. Ir
8 9 / 1/8° ANNEALED � .�G' �
y
5 16 1'9 NOMINAL 0.090" SAFLEX W (n
PVB BY'EASTMAN 4
1 1/8' ANNEALED CHEMICAL CO. (MA) ul w $ <
vr,
6' EXTERIOR 1/$ ANNEAL®; '�;_.
INTERIOR
FLANGE,TO BE SEALANT 13' 19
SET IN BED OF BY OTHERS 1/4" MAX:
SEALANT BY OTHERS. r SHIM 16
SEE NOTE;THIS SHEET
10
PERIMETER ISEAL 3/4 GLASS
MIN. EMBEDMENT-VARIES BITE
BY OTHERS :SEE ANCHOR SCHEDULE Robert J:Amotuso,P.E.
INSTALLATION ANCHOR SHEET 1 SPACER IS-A'STEEL XL FLP.E:No.497R
VARIES SEE,ANCHOR EDGE BY CARDIANL OR »
SCHEDULE.SHEET 1 DURASEAL BY QUANEX
EDGE"DISTANCE GLAZING DETAIL 2 '
VARIES SEE ANCHOR, SUBSTRATE VARIES' 5/8"NOMINAL IOU[AMINATED �oPe ,�oJpd>
SCHEDULE SHEET f SEE ANCHOR' SCHEDULE 4�4&�A,,.L
SHEET •1
FLANGE NOTE: DigitallysignedbyRobertl.
(VERTICAL CROSS SECTION THE FLANGE IS'A NON—STRUCTURAL Amorusa,
WSTALLATION PART. IT MAY'BE TRIMMED SHORT OR Dmcn=Robenj.Amoruso o,.
REMOVED ALL TOGETHER DEPENDING ou=PTCProduc4Design'Group,
ON INSTALLATION REQUIREMENTS. em il=ipbett@ptc-corp:com,c=1S
Date:2015.06.14163909,04'00'
' A s
n
a
N,
MIN. EMBEDMENT VARIES= MIN. EMBEDMENT VARIES 'W
SEE ANCHOR.SCHEDULE SEE ANCHOR SCHEDULE
-SHEET 1 SHEET 1 `
_. ._ 1%4" MAX. 14" MAX.
SUBSTRATE VARIES. SHIM SHIM. SUBSTRATE:VARIES N ui
SfE ANCHOR SCHEQULE SEE ANCHOR SCHEDULE CO
0
SHEEP 1 BYO HERS INTERIOR s BY or�Rs SHEET' t F o oa a
c
15 1. 15 2 18; 19 8 .17 2g'
a r�i N
19 w" ` .
E 0.6T E�7 'o x FE6
EDGE DISTANCE' EDGE flISTANCE 6 c oJAI
VARIES.SEE�ANCHOR VARIES SEE ANCHOR
SCHEDULE-SHEET 1� SCHEDULE:SHEET; 1 _ o— a:
x
W w E
PERIMETER SEAL
E-
r
BY OTHERS PERIMETER SEAL
5 12 14 4 1"1 BY 'OTHERS Wg �
16 13
FLANGE'TO BE �
SET IN, BED OF INSTALLATION ANCHOR 15 INSTALLATION ANCHOR FLANGE'.TO 8E
SEALANT BY OTHERS. VARIES;SEE ANCHOR VARIES SEE ANCHOR SET IN BED OF
SEE NOTE THIS SHEET SCHEDULE SHEET 1 SCHEDULE SHEET 1 SEALANT BY OTHERS:
EXTERIOR SEE'NOTE THIS SHEET
B ORIZONTAL_CROSS SECTION
4 INSTALLATION
FLANGE NOTE: Ro'FL:P. Amorirso P:E
THE'FLANGE IS A NON—STRUCTURAL Fl P:E No.4952
PART. 'IT-MAY BE TRIMMED SHORT OR
REMOVED"'ALL TOGETHER' DEPENDING.
;QN INSTALLATIQN REQUIREMENTS.
Dlgitagy signed by Robeit'J.
"ruso , --
DN:cn=.Robert l Arnoruso;,o,'' ,
ou=PTCiFtoduct Design Group,.
email&obert@�pt corp wn'-us'
Date:2015 1p4tci 6:3425.04'00'"
" BILL OF MATERIALS m
ITEM PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 3 19/64" 1' 3/8"
7 GAH-49665 NEW IMPACT. HR SILL. INDALEX AMERICA, INC. ALUMINUM 6063-T6
3
2 GAH-48982 NEW IMPACT SH VENT.HEAD, INDALEX'AMERICA,. INC. ALUMINUM .6063-76' 1 4 0
37/6 " a
3 GAS-46856 IMPACT VENT JAMB INDALEX'AMERICA, INC. ALUMINUM 6063-T6
4 GAH-48984 IMPACT MEETING RAIL INDALEX AMERICA, INC. ALUMINUM 6063—T6' O IMPACT VENT.IAMB o
5 GAS-48415, 5/16" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063—T6. 3 27/64" EXTRUDED ALUMINUM 6063 T6' S o 9 K
0.062"THICK' W
6 SERIES 1988 ROLLER ASSEMBLY AMESBURY HARDWARE STEEL .
7 LATCH/LOCK ASSEMBLY
8 5/16" LAMI IMPACT GLAZINGIMPACT HR SILL — <z 0
9' 5/8" IGU LAMI IMPACT GLAZING EXTRUDED ALUMINUM'6063-T6 :2� ��y N N O
10 SIKAFLEX 552 STRUCTURAL ADHESIVE/GLAZING. SIKA CORPORATION SILANE—TERMINATED 0.063"THICK EW" O •F g.� to
COMPOUND POLYMER w 's
J Q
11 FIN WEATHERSTRIPPING 2 37/64" a a <
R;-
<z
'12, 30228 GLAZING VINYL 5/T6 GLASS - � � �* o� noirm1h
13 30222 GLAZING VINYL 5/8 GLASS 1 5/I 16,; _T - --732^qE
'14 #8 x 3 1/2" PH SMS MEETING RAIL w ='iTO SILL ASSEMBLY SCREW 2 17/64" �—_- F,. Wa15 #8 x 1" PH SMS FRAME ASSEMBLY576 J �"SCREW ,s GLAZING a
tx M,a o^ x�
16 GAS-491'91 5/8" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063-T6" COMPOUND STOP
SH.VENT HEAD ExTRU
EN - (-,-,'IMPACTDEDVINrio.o85^TRICK z
17 49652 VT S.H. VENT SILL INDALEX AMERICA, INC. ALUMINUM 6063—T6 x
EXTRUDED ALUMINUM 6063-T6 �. N
18 #8r x 3/4" PH SMS SASFI•ASSIY 0.062"THICK IH: ix-
19
19 RP-1009 GLAZING COMPOUND STOP PROTOTYPE PLASTICS VINYL W' N geli`
20 VINYL. BULB SEAL VINYL y@"
2 1 45/64
3/8" " 1 15/64" 1. 15/64"
"
- 5/8" � 5/16-
15
2 33%64" 2 .37/64" 15/16 RobertJ.AOwruso,131-
0-1
FL P.E.No.49752
1 '17/32" 1 5/8^ T
1 �v "•`�`�`°
5 55/16" IMPACT. $/8" QTS IMPACT
o�
u�
VENT S.H.VENT SILL IMPACT MEETING RAIL GLAZING BEAD 16 GLAZINGBEAD ��4 �
EXTRUDED ALUMINUM 6063-T6 'O EXTRUDED ALUMINUM 6063-T6 EXTRUDED.ALUMINUM 6063-T6. .EXTRUDED-ALUMINUM 6063-T6 -
0.063"THICK 0.062'THICK 0.062"THICK 0.062"THICKttal sl rtg' ly gied by
D RoberfJ.,
Amoruso
DN:aid7abert J.Amonuo,o._-
ou=PTC Product Design Group,A.
emall=robert@ptacorp.com,e=U5'
Date:2015.06.141639.39.04'00''
Florida Building Cade Online https://www.flotidabuilding.org/pr/pr app_dtl.aspx?parAm=w;GF,,VX...
SCIS Home l.Login 1;user 4g9trawn { Hot Toplts Submit Surcharge l stats&.Facts i Pubtcatq'ns:) FBC State`, SCrS•Site Map = Links Search-!
Or
Product,Approvai
w _ USER.Public User
Pmduct AoproVil Manu:>iProduct er-Apppsatta c&amh>,Appkc tton list>Application etali
* FL# FLi597,0-R4
4 Application Type, Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Dom_ estic Ave.,
R.Myers,FL 33912
(80'0)'432-2204 Ext 4305
jflesher(beastern metal conf`
Authorized.Signature lames Flesher
jflesher@easternmetal.com
Technical Representative Timothy`):Hoard
Address/Phone/Email 40030 Bavaria:Road
Fort Myers,FL 33413
,(800)432-2204. Ext 4314,
thoaed@easkernrhetil.com
Quality Assurance Representative
Address/Phone/Email
Category. Windows
.Subcategory Horizontal Slider
Compliahce'Methocl Certification Mark or usting
Certification Agency National Accreditation&,;.Management Institute
`Validated`By National Accreditation&Management Institute
'Referenced.Standardand Year(of Standard) gdaPd:- Year
AAMAJWRMA/C.SA 102jI.$.2/A440 2005,
ASTM E1886 -2005:
ASTM E1996 2006'
TAS201 1994
TA5202 1994-
YAS203, 1994:
Egulvaience of Product standards
Certified By' Florida.Licensed Professional Engineer or Architect
FL15970 R4 Eauiv Eic$209$'Rev 1 Odf
PM
1.6f 3 212I/201$;2123
Florida Buildftig,Code Online https://www.floridabuilding.org/orlPr� aPpjtLaspx?p4rarm=WGEVX...
-I affirm.that there;are no changes in the new Florida
Building Code which 'affect my product(s),and,my products}
are in compliance with1he"new Florida Building Code.
Documentation-from approved Evaluation or Validation Entity Yes No N/A
OL15970 R4 COC Affirmation FC15970 417-1109 ss,pdf,
'product Approval Method Method i;Option A
Pate Submitted 12/20/2017
Date Validated 12/20/2017
Date Pending,FBC Approval
Date Approved, 12/25/2017-
Summary of Products
FL# ModehWumb6ir or:Narnei Description
'15970.1 [Serles HR 10065 Horizontal Roller Series KR 1000S Horizontal'Roller-LMI HVHZ
Limits 6-IF Use'a Certification AgerhavIceirtificate
Approved.fo,,r, s, Fuse In NVNZ:Ye ,L190,76,R4 C CAC N1011267-RI.od
Approved for use outside HVHZ,Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2021
Design Pressure:,+60.0/-60.0 Installation.Instructions
Other: tLiS910 R4 11 EAS0001 ReVA OX Horizontal Roller ss,.,odf
Verified By:Robert,3.Aririoruso,-P.E.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL15970 R4 AE NOA Saflex PVB 154201ji.pcif
FL159ZO R4 AE PtR.2096ftev Lodf,
Created by Independent Third Party:Yes
15970.2 Series HRP 1000E Horlzontal Roller Series HRP 1000F Horizontal Roller-LMI HVHZ
Limits of Use Certifi.catidn,Agency'CdrtificatiB
Approved for,alisel,In HVHZ:-Yes 1`1.15970.R4-C cAc-mj6ii29e.0'1-RLpdf
Approved for 6se.outWde,kViiZ-Yes, FL15970A4 C-CAC N1011286-RI.r)d
'Impact Resistant:Yes- Quality Assurance Contract Expiration-Date
Desibn pressure:.+60.0/-60.0 04/30/2021:
,Other: Installation Instructio I ins;
FLI 5 70 R4.Ii-EAS0062RiRvA XOX Horizontal
Roller ss;bdf
,Vdilf1ed,By:'k6bert'3.Am.druso,P.E.1 49752
Created by Independen'tthlrd,Party;-Yes,
Evaluation Reports
FLIS 70 R4,AE N9)A Saflex AVB 15-1201,11.pd
)_x-15970 R4 AE PER 2098 Rev Lodf
Created,by Independent Third Party:Yes
Back Noxt
contact Us::26011I4k Stone Road Tallaha=_see Fy'��zoo Phone:'5D-467.1824.
The State of..F I lorlda,l:s anWEE0,empl6yer.QDy0Wj=
Under Fibimida law,email addresses are pubk'records.If you do not want your e-man address released in response to a public-recordi request,do not send
etectronic mail to this entty.Instead;,corlact theoffice by phonear by traditional mail:If youbave any questions,Plaasecc contact 850,487,119S,'-pursuant to
Section 455.27S(1),Florida statutes,effective October i,2012,licensees licensed uAderchapter 4SS,P.S.must provide the Department}vtth an email address W
they have one.The emails provided may be used for official communication with the.*rpoinsie.However email addresses are public record.4,you do not wish to
supply,a.personal acli'ass,p1ea'se.provlde the Department w.fth an email address which'can ba made available to th6public.To dete6m16e'ffyou area rr
t6apter"45S,F.S.,pleasietllck, .
Product Approval Accepts:'
MIA[F-59.
2-6f 3 2/21/2018,2;13. PM
Product Evaluation Report
Rule 61GI0-3 FAX, I Rdoort Na. ZOM, Rev. 1 1 Project No.415-0511 1 6/1-4/15 1 Page I of'I
Product Manufacturer Pfodudt'Name, Modeland/or Description,
EasternArchitectural Systems Series Hk,10005 Horizontal Roller7 LMI/HVHZ
1003.0 Bavaria Road, Series'HRP,1000P Horizontal Roller-LMI/HVHZ
Fort Myers, FL 33913
Code: Current Edition of the Florida Building Code
compHanceMLttbad:'6lG20=3.005(i)(d),—Product Evaintion'Report by a Licensed Professlohal'Engineer
Rtoduct,Testing,Mate.riats,and Certification:
• Test Reports by Element'Materi als,,Technology
o AAMA/WDMA/CSA 101/I.S.2/A440,ASTM E1886 and ASTM E1996 testing:
■ ESP009274P EAS Series HR,i000O Equal Lite 111 X,72 Insulated iAMI GIass,-'.signed,a6d se,Aldd by
Ramesh C.Patel,P.E.,9/4/12.
ESP009274P-11 EAS'Serles HR IOOOF Equal Lite 111 X,72 Monolithic LAM[Glass,signed and's-ealed
by Ramesh C.Patel,P..E,,9/4/12,
a ESP009274P-2 EAS Series HR 100OF Unequal Lite 111,X 72 Monolithic.LAMI-Glass;sigped and
sealed by Ramesh C.Patel,P.E.,9/41/12,
9 ESP009174P-3 EAS Series HR 1000S Equal Ute 74 X 72'Monolithic LAM)Glass,signed and sealed
by Ramesh C.Patel,R.E.,9/4/12.
0 ESP009274P-4 FAS Series HR 10005 Equal Lite 74--X 72 Insulated LAMI:Glass,signed and sealed by
Ramesh C.Patel,P,E.,9/4/12.
o, TAS 201,TAS 202 and TAS 203 testing:
■ ESP009270-5 EAS Series I4R1000F Equal Lite III X 72 Insulated LAMI Glass,signed'and sea-led
by Ramesh C.Pate'1 ..
8/30/12
ESP009274P-6 EAs Series HRI060F Equal Lite 111 X 72 Monolithic LAMI Glass,signed-and sealed
�Ijy,'Rzimesh C.Paiel,,P;'E.,8/30/12.
• E'SP009274P-7 EAS Series HR100OF Unequal Lite 111 X 72 Monolithic
sealed by Ramesh C..Patel,P.E.;8/10/12.
• ESP009274P-8 EAS,Seri'es HR 1000S.74 X 72 Monolithic LAMI Glass,signed.and.sealed by Ramesh
C.Patel,P.E.,8/30/11
• ESI?009274P=9 EAS,Series HR IOOOS 74 X 72 Insulated LAM!Glass,signed and sealed by Ramesh
C.Patel,P.E.,8/30/12.
• Materials:
• Glass meets the requirements of ASTM E1300-0401
• Laminated Glass Interlayer:
■ Eastman Chemical Company(MA)Saflex PVB interlayer material-certification per current,IVIlami-
Dade Notice of Acceptance(NOA).
Performance Testing Standatcls:
• High V61ocity Hurrican Zone,(HVHZ)
o TAS201-94,Impact Test Procedures.
6 US202-94,,Cr 11:6.ria for Testing Impact&Non-impact Resistant Building Enveiooe Comoondhts Using
Uniform Stati6Ak PresAire.
6 TAS203-941 Criteria for Testing Products Subjected to(Yclic.Wlhd Pressure Loading:
• Outside High Velo6lity Hurricane2one(H,VHZ)includln'&'the,Wind Bbrne Debris:Region
_MA/Wb��CSA IOIAS'�2'/"`A44i G'O'S",'Standard/Specification for Windows,doofs,and unit skylights.
o AA , 1
o ASTM E1886-65,Standard'Testivlethod for Performance of Exterior Windows,:Curtain Walls,Zoors,,and,
Impact Protective Systems.I mpacteo by-Missile(s)and Exposed to Cyclic Pressure Differentials,
AW�.111111111` PTC Product Design-(koup, LLC I PO,Box 520775 [ Longwood, FL 12752-0775'.
&W 321-:690-1788 1 FBPE-Certification of Authorization No. 25435
Rule 61G20-3 F.A.C. Report No.,1098, Rev. 1 1 Project No. 415-0511 1 6/14115 1 Page.2 of 2
o ASTM
E1yy6-uuStandard Specification for Performance m*'cxtorlorWindows,Curtain Walls,Doors and
Impact Protective Symems|nlpoctedbyVWndbomeDebds|uHurricanes.
Product Installation Instructions;
. FAS001,R A~duted6/12/ n
___Horizontal Roller --'..-.`.Installation'�...~..°~Details
° EASAVD3,Rev.A~.dated`6/1Z/15,signed.andseal ed by RobertlAmo,uxo,Eastern Architectural Systems SedpaHVP
1UOOFHorizontal Roller-LK8I/HVHZ,Installation Anchorage Details
EnginemMng Analysis Et Evaluadoo:,The foymwingevaluations,engineering and/or rational analysis/calculations have
been performed.,
°
PTC Report No.20g7 Anchorage Engineering for Eastern Architectural
' msDerieoHRi88VSHodxontu|Rd|er-
L|W�HVHZandSedexHRpI0O0FHorizgnta|BoUer-[K4|/HVH� mz�� signed'
and sealed
by
Robert lAmo,uso^P.E.
°
Equivalency. |uatipn for Performance Testing Standards,PTC PDG Report No.2098-EER,Rev1,da
signed and sealed byRobert 1Amorumo,P.E.
Umitadonu�ft Conditions of Use:
* This product has been evaluated foe use Inside theHVHZ(High Velocity Hurricane Zone).
� * Refer toProduct Installation|ngtrucdonon�edaboxefoc
�
. n �axmu,hoU�wabh�w�dbmdaatn*|atedmuxmumaUowmblexieeh4'
� o Overall dimensions and mater|n|/gradoofmain product Fomponent� d4
access� � �z,
o U|ugzateddiagrams ofthe attachment-of
thepmduct'tusubatrc¢estruc1ure.
o' Anchor type(s)',ize(y),vobstroto(s),embedment,edge distance and ,
* Site wind pressures shall ba'detenminedbyalicensed,professional engineer inaocordanceyNthtMecurrenx'edition
ofthe Florida Duild|bg'Codeand/of ASCE 7`10 for components and cladding based on'al|wvwable stress design,
~ Site conditions not covered in this product evaluation document are subject to additional engineering analysis by
licensed professional engineer orregistered architect aorequired 6ythe authority having jurisdiction.
�
Adequacy of the ekisting structural substrates asa main wind force resisting system capable of withstanding and
tonsfenlnRoppUedpOmduct}uadstothefoundadonistheresponsiWUtygythe.Ucensedpnmfessinno|emgineeror
registered architect ac±In8asthe design,prnfess|onall9frecord for the project of installation.
CerdMcate,of|ndemehden e erprodVctAopro»ai - ' []ho|t�Uy�bnedbv
Rule 61 G��.0� '� 9 _,
Robert].Amoruso
PTC Product Design Group,CLC and Robert].Amoms4R.E'
' % 'ON �cn=-R0
ertJ
d�=""^h""�""' wiU~^y~|' financial/^ in.the
An�o�uso/�\�u=p7lC
--^'~—' ^'~�---'''g---tr----g''- covered�^ ~ Product Desi nGroUp\
by��P�����u�o M�o� P���u��d� �
Group,LLC and Robert].^momuso,P`[�@rnot have,nor e/na`/= c-
wU|acqu|reooyOnadda|inb,rds-t|hanyouherent|\Y corp'con%x=Ub
involved iothe approval process u,testing 9ythe Date:2OQ5 - 14
� pmdbcds)xovened bythis Product Evaluation Report. *«m^' 16':33:17-04'00'
~ '
| Evalu�ed8y
Robert] Amo PE.
\ ,`,.=`.L"=.==.`=.""~ 49752-
PTC-----'-��
P�du�1 - |
FL 52'0 5 321690'178�8 \ F8�E CarM f_icutiqn Ut0���mnzmm�hNcc25935
m
EASTERN ARCHITECT[JRAL SYSTEMS
a
m
SERIES HRP 1000E HORIZONTAL ROLLER - LMI
INSTALLATION ANCOORAGE DETAILS
a�
GENERAL NOTES: INBTACU4TION NOTES; a '�
1. THE PRODUCT SHOWN HEREINIS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING t. ONE(fj INSTALLATION ANCHOR REQUIRED AT EACH ANCHOR LOCATIONSHOWN.
c
CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZj AT THE DESIGN PRESSl1REP,STATEO HEREIN, - c
_ 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTEO.tS,TNE MINIMUM NUMBER OF ANCHORS TO BE - ..
Z. I HE FRDT5qCr
DETAILS_CONTAINED HEREIN.ARE BASED UPON SIGNED AND SEALED TEST REPORT(S)NO. USED FOR PRODUCT iNSTALLATION. tD
ESP009274P,ESP009274P-1.ESP009274P-2,ESPW9274P-S,ES0009274P-6AND ESP009274P-7 AND ASSOCIATED O
LABORATORY DRAWINGS. 3. ANCHORS ARE TO MATCH TYPE,SIZE,EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE
ut O
'4
INSTALLATION ANCHOR SCHEDULE SHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE- W • �., N
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE t MASONRY AND 21(FRAMING AS A MAIN WIND FORCEO
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, ALLOWABLE SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S) T/l •- ¢. g
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTEst. qp.'mO4. 2
4. 1X AND 2X BUCKS(WHEN.USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO'THE .. !- 6
STRUCTURE:BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE AACHRECT OR ENGINEER OF 5- MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TO Qi O co N
RECORD- STUCCO,FOAM-BRICK VENEERAND SIDING). +.3- w 0 1 S z 'd
x
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT a < .•
SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS.DETAiLED MATERIAL OR HAVE A CORROSION RESISTANT COATING.DISSIMILAR METALS INCLUDING FASTENERS (r] 2 O h. L v
HEREIN,SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. THAT MAY.COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED. «EM-, C.W X
W.�. L..
X g
6. THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO 00
OPENING PROTECTION OF THE CURRENT EDITION OF THE FLORIOA BUILDING CODE AND DOES NOT REQUIRE AN MORTAR JOINTS_EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
IMPACT RESISTANT COVERING_ JOINT INTO FACE SHELL OF'BLOCK
6.1. FOR INSTALLATION 30 FT.A80VE GRADE,ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT - :k+ CIL f�
PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA'BUILDING S. 'INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS z CULg
CODE - INSTALLATION INSTRUCTIONS.ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS I % x ° k
THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. F+ Wry ggg
7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE.(HVHZ)REQUIRING WIND BORNE DEBRIS* Vl ix
—
PROTECTION,THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING 6 w B
CODE ARE MET.AN IMPACT RESISTANT COVERING IS NOT REQUIRED,THIS PRODUCT MEETS MISSILE LEVEL"D-AND DESIGN PRESSURE RATING(PShy 'IAIPAGT RATING. W N m 2 ;�j
INCLUDES WINO ZONE 4 AS DEFINEDIN ASTM E IS%AS MODIFIED BY THE CURRENT EDITION OF THE FLORIDA ^� g
BUILDING CODE - +60.0%60.0 LARGE MISSILE o
73.
MATERIALS
8.1. WINDOW FRAME MATERIAL:EXTRUDED ALUMINUM 6063-760.063-THICK
82 WINDOW SASH MATERIAL:EXTRUDED ALUMINUM 6063-T60.O6T THICK. .ANCHOR SCHEDULE
9. GLASS MEETS THE REQUIREMENTS OF.ASTME1300A4ei GLASS CHARTS. INSTALLATION SCREW HEAD MANUFACTURER EMBEDMENT EDGEDISTANCE ANCHDRCAPACTTIES
SEE SHEET AND FOR GLAZING DETAILS. SUBSTRATE ,TYPE TYPE SCREW SIZE ANDIOR SPECIFICATION (IN} (04
IIIA r41A ,BASEDON
10. DESIGNATIONS-X-AND-0-STAND FOR THE FOLLOWING(A$APPLICABLE):
10.1. X:,OPERABLE SASH FLAT OR PAN
10.2. O:,FIXED SASH CONCRETE THRU-FRAME" HES 3116' ITWTAFCONS(u 1-irz" 1-118- MIN.2000.PSI CONCRETE
71: IN ACCORDANCE WITH'THE CURRENT EDITION OF THE.FLORIDA BUILDING CODE,WOOD SHALL ,Robert J.AmonUso,P.E.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. - STRENGTH FL P-=.No.49752
MASONRY THRU-FRAME FLAT'ORPAN 3116- ITIN TAPCONS1n 1' 2' CONFORMANCETOASTM
i2. ALL UNITS UNDER THIS APPROVAL SHALL USE SETTING BLOCKS IN COMPLIANCE WITH THE (BLOCKUC,MU) HEAD' E ti`"�,
CURRENTEDITION OFTHE FLORIDA BUILDING CODE WHEN APPLICABLE I I {f
TABLE OF CONTENT FLAT OR PAN, ANSt B18.6.1 -� �
SHEET DESCRIPTION HEAD NO.tO (WOODSCREW) EspjCj7F10:G:PAVT�OF
MINIMUM, e`q,Qq?`{ '
WCOD THRU-FRAME. 1=3/8' 3/4' f.. .tg T GENERAL AND INSTALLATION NOTES FLA OR AN No:10 (i'APPNG 18,6A: Digitally signed by Roberti.
2 3 ELEVATION AND ANCHORING LAYOUTHEAD I Amatvso
4 VERTICAL CROSS SECTION AND GLAZING DETAILS 1)rtw(ADVAtd 1+0,RHa
FA[FoyMi ,NOLoaY)TA7: .5vvaL.PIXBE LUrsl3)FGRCOM10EE45'MgSOta,Ty lN5igLLg7gDN:cn--RobertL Amoroso,dn �-pTC product Design Group,
5 HORIZONTAL CROSS SECTION 2)FOR V`bOO SCRBNS IF SPLITTING 6 A CONCERN DRILL 0.112-(34 DRP L SZQ PILOT H4MEFOR NO,10 WOOD 50>QN.
email=robertLuptc<orp.mm;c--US
6 BILL OF MATERIALS AND COMPONENTS 3)FOR TAFPL*X+SCREV'tS F SPUTTNi ISA COLCE3I CFkL 0.121'(31 OR£LSZE)F£OT HDLEFOR NS:10 TAPFFTG SCMN- Da#e:2015.06.i41636:43X4'00',
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9 MAX: 's-o" MAX,, 9 MAX.
TYP• �" O C. IYPc 7Yp:" o o
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8.6" MAX. HEIGHT' 1�%O.C. TYP. � =1 q E6X� �
65 1/8" 72 OA w x ofl
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31 3f4' MAX 35 78" MAX., Rotiett LA=ruso..P.E
D:L.O. WIDTH , FL RE.No.49752
SASH WIDTH
SERIES:HR 1000F EQUAL LITE .P , ;
HORIZONTAL ROLLING:`,WINDOW ofS`,
EXTERIOR VIEW.
UNIT APPROVED'WITH GLAZING DETAILS I AND 2 ONLY
VjitalFj iigned by Robert 7
BILLOF MATERIALS ITEMIS"N8 AND 09 Amoruso.
ON":"
A
�tobert). nomso.0,
ou=,P'IC Pnaduct Design Group:
eq alI-wdgvptc-corp.mm,c_-US
Datc:2015.06_14 1637.04-04'0(7
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Robert J.Arnoruso,P:E.,
?/s" MAX
FL P.E.No.49752'
27
ACTIVE SASH.WIDTHs�?4s k
23 3/4- MAX. r ,,;
47 3/4' MAX FIXED SASH D.LO. ACTIVE tQ.
SASH'D.I-O. o
SI 7/E MAX.` FIXED SASH WIDTH s° V
SERIES HR 1000Y`UNEQUAL,LTUE
Daglwxy s pried by Rolieit J
HORIZONTAL-ROLLING WINDOW Arron so;
EXTERIOR VIEW DN:cn=Robert J.Amoruso,o.
UNTT;APFROVED WI fH GLAZING DETAIL I,ONLY au=PTC Product Design Group,
BILL OF MATERIALS TTEM d Daae:2oI5jD&I41 cap com;W 4
- DaU�2075A6:141637:23=M'00'=
EDGE DISTANCE SUBSTRATE VARIES m
VARIES SEE ANCHOR' SUBSTRATE
ANCHOR SCHEDULE n -�
SCHEDULE SHEET Y SHEET i, m
INSTALLATION ANCHOR 'D
VARIES'SEE'ANCHOR .5/116,". O.A. I
SCHEDULE SHEET 1 NOMINAL
MIN. EMBEDMENT VARIESd
PERIMETER SEAL SEALANT SEE ANCHOR,SCHEDULE 11/8 ANNEALED 0:090" SAFLEX R's
BY OTHERS: BY OTHERS SHEET 1 PV8 BY EASTMAN a H
CHEMICAL CO.',(MA) -
SLTAIN BED of EXTERIOR. 1/8- ANNEALED
SEALANT BY OTHERS <
SEE NOTE THIS SHEET t 5 1/4" MAX.. g INTERIOR
'SHIM,
N is
12 . 21° V3 a" _ Q .
11' W - C O .p
5 -''
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21 vx' 3
3/4" GLASS
12 13 N tri
5. 16` GLAZING DETAIL I x w o,z tp z <
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EXTERIOR INTERIOR x L`xL. opt
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NOMINAL z ,
1 1/8` ANNEALED
0.090' SAFLEX iFta g g
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1_/8" ANNEALED CHEMICAL,CO:-(MA)
11 A
15 EXTERIOR 1/8" ,ANNEALED
—. orHERs> 11/4 MAX. 9 FINTERIOR
FLANGE TO BE SHIM.'
SET IN BED OF } 73V
SEALANT Bl' OTHERS.SEE NOTE THIS SHEETPERIMETER SEAL 16
MIN. EMBEDMENT VARIESBY OTHERS 0 SEE ANCHOR;SCHULE 10
INSTALLATION ANCHOR SHEET T SS Robert J.Amortiso,P.E.
VARIES ULE ANCHOR FL P.E.No as75z
SCHEDULE'SHEEP 1
SPACER IS,A STEEL XL Al-AM-LIN
EDGE DISTANCEEDGE BY'CARDIANL OR
VARIES.SEE ANCHOR SUBSTRATE VARIES DURASEAL BY QUANEX'
SCHEDULE SHEET 1 SEE ANCHOR SCHEbULE L =_
SHEET 1k° e c or.jam .
GLAZING DETAIL-2
(A VyERTICAL CROSS:SECTION sus''NOMINAL ICU LAMINATED rwroa.E�
INSTALLATION FLANGE NOTE: Digitally s,grsedby119bert'J.
THE FLANGE IS A NON,=STRUCTURAL AMOM50'; --
PART: IT MAY, BE TRIMMED SHORT OR DN.;ZRobertiAmonM,q..-
REMOVED ALL TOGETHER DEPENDING, email lobe t4 ct c-6orp om c
ON INSTALLATION'REQUIREMENTS. Emtek-2 01)6,1 16:37: 144,�lS
., Date--zorso6,1at6:3rar�odroo`
a
b
N
MIN'. EMBEDMENT VARIES MIN. EMBEDMENT VARIES
SEE ANCHOR.SCHEDULE SEE ANGHOR,SCHEDULE
SHEET i SHEET 1
1/4" MAX. INTERIOR 1/4' `
SUBSTRATE VARIES SHIM SHIM SUBSTRATE VARIES
SEE ANCHORSCHEDULE SEALANT SEALANT SEE'ANCHOR SCHEDULE o n
SHEET .1 BY OTHERS g BY OTHERS SHEET ;W N..0 o
W
15 i, i8 15 2) 2 S8 B" 21 17 22 Ute]
2t' H
u-°�m . N s
H a i'_x
EDGE DISTANCE EDGE DISTANCE ' a " E
VARIES SEE ANCHOR VARIES SEE ANCHOR C?.m C>- s
SCHEDULE SHEET 1 tL x c
SCHEDULE SHEET I D� o'tO ¢" s'$$$-
z.�6.
T PERIMETER SEAL PERIMETER.SEAL UHY g g
BY OTHERS 5 12 14.- 4 ti BY OTHERS
FLANGE TO-,BE 16, 13 15 EXTERIOR INSTALLAIION ANCHOR FLANGE TO BE @@-
SET IN BED OF SET IN BED OF
INSTALLATION,ANCHOR VARIES SEE ANCHOR• - s
SEALANT BY OTHERS. SEALANT BY OTHERS.
VARIES SEE';ANCHOR SCHEDULE SHEET 1
SEE NOTE.THIS SHEET SCHEDULE SHEET 1 SEE NOTE THIS SHEET
HORIZONTAL CROSS SECTION
j 5 INSTALLATION
I
FLANGE;NOTE;, itobett J.Amoroso,RE
THE-FLANGE IS A NON-STRUCTURAL FLP.ENo:49762
+"
"PART, IT.MAY BE TRIMMED SHORT, OR f e�JGeYp�,��
REMOVED ALL TOGETHER'DEPENDING ane
ON.INSTALLATION REQUIREMENTS.-
pigitaltysig4e'flt'C�°I^['•itiwy ao�eria
Ar+soiuw
' . . _DN:a>=Robetll Arr"wruw o ':.
- ':ou--Pt+EF'+odurt Design Group `
emal-robert@ptc-corp.com,r-US
Date:2015:0&41637:57.04W
BILL OF MATERIALS
ITEM PART NUMBER -DESCRIPTION MANUFACTURER MATERIAL 3 19/64*
1 GAH-40665" NEW IMPACT HR SILL INDALEX AMERICA INC. ALUMINUM 6063—TI5
NEW SH VENT HEAD
3 GAS-46856 IMPACT VENT JAMB AMERICA.INC.' ALUMINUM 6063—T6
7,32"
4 GAH-48984
2 GAH-4 982 INDALEX AMERICA. INC., ALUMINUM' 6063-46
IMPACT MEETING RAIL INDALEX AMERICA, INC. ALUMINUM 6063—T6
5 GAS-484153 27/64`5/16' IMPACT GLAZING BEAD INDALEX AMERICA, INC: ALUMINUM 6063—T6 16-T
6 SERIES 1988, ROLLER ASSEMBLY AMESBUR.Y'HARDWARE STEEL GLAZING. I M A 0 u 0 6f)
LATCH/LOCK ASSEMBLY COMPOUND STOP
8 5/1-6" LAmi IMPACT GLAZING DETAIL EXTRUDED'VINYL O.D85-THICKw C'4 'o
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