HomeMy WebLinkAboutProduct Approval Florida Building Code`Online 4ttps//www.floridabpilding.org/pr/pil app dtl.aspxVaramwG... '
• Regulation
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Product Approval .
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Application-7ype Ediforfal,:Chenge JAN e2. GQZQ
Code Version: 2017
Appilcation.Status Approved ST. Lucie County, Permitting
*Approved by DBFR.Approvals by DBPR shall be reviewed and ratified
by.the POC•and/or the Commisslon if'necessary'.. .
- Comments
Archived:
ProdL ct Manufacturer EasternArthitedv yste s COPY
i
,Address/Phone/Email. 16341 Domestic.Ave.
Ft.Myo 2 2204'912RECEIVED--
(800)•.3 4305
jflesher@easternmeWl.com
' Ruth oriied Signature James Fleshes f JAN e7 �Q20
jflesher@easteriimetal.com '
ST. Lucie County, Permitting
Technlcal Representat_lve- Jim Flesher .
:.
Add
Pess/Phone/Ema'll 10030 Bavaria Rpad
_Fort Myers,FL�33923
432=2204.
jflesher@easbernmetai.com
Quality Assurance Representative
Add it on
Category "1Nlndows
Subcategory Single Hung
Com Hance Method , Certiflcadan Mark or Listing
certification Agency National Accreditation&Management Institute
Validated By- National Accreditation&Management Institute
Refe O nced Standard.and Year(of Standard) ,
- _ : . ,r�S�Ld, Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886.. •2002
ASTM E1886' 2605
ASTM E1996 2005
ASTM-E1996 2006
TAS,201' 1994
TAS-202 =1994
TAS 203 -. 1994
{
1 of 4 j - 10/7/2019,9:12 AM
Florida Building"Code Online https://�" w.floridabiiilding.org/pr/pr app_dtl.aspx7param=wG...
Equiyalen_ce of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14604 RB_Eouiv FL14604.5 and.6-EO.Ddf
Product Approval Method Method 1 Option A
Date Submitted 09/17/2019
DateValidated 09/17/2019
Dateipending FBC Approval
Date,Approved 09%23/2019
tu ary of Products
FL# Model,Number or Name Description
14604.1 Series 1000•Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
I 'SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:,No FU4604 R8 C CAC NI006177.01-114-signed.odf
Approved for use outside HVHZ:Yes FL14604 R8 C CAC NI006177.02-R2-siyned.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
benign Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R8 II 08-02477.Ddf
11 Verified By: Luis R.Lomas,P.E.62514
i Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R8 AE 513233.Ddf
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 FL14604 118 C CAC NI010607-113.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
imOact Resistant:No 12/31/2024
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Vent Size:W-44.38"H-35" FLIAG04 R8 II 08-00556B.Ddf
Glaiing:34"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R8-'AE 510945.odf
Created by Independent Third Party:Yes
146b4.3 Serie's 1441 Non-Impact Vinyl.SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R8 C CAC NI010813-112-sioned.odf
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 Vent Size:W-50.38"H-35.13" FL14604 R8 II 08-005586.pdf
Gla'ing:3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.61514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 .R8 AE 510947A.Ddf
Created by Independent Third Party:Yes
14604:4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin
I Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 118 C CAC NI012533-112.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 62/28/2022
Design Pressure:+50/-50 'Installation Instructions
Other.Configuration:O/X Maz.Frame Size:W-48"H-72" FL14604 R8 11 08-00562B.Ddf
Maz.Vent"Siie:W-44.25"H-35"Glazing:3/4"Overall Verified By:Luis R.Lomas,P.E.Florida RE.62514
LarPinated IG - Created by Independent Third Party:Yes
2 of 4 j 10/7/20;19,9:12 AM
Florida Building Code Online https://www.florid.abuilding.org/pr/pr�_appjd.aspx?Damm=wG...
i
Evaluation Reports
1 FC14604 R8 AE 510951.6df
j Created by Independent Third Party:Yes
14614.5 Series 2451'Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Use Certification Agency'Certificate .
Approved for use in HVHZ:'No FL14604 R8 C CAC NI013364,02-Ri.Ddf
Ap4roved for use outside_ HVHZ:Yes Quality Assurance Contract Expiration Date
Impact'Resistaitt:Yes 09/30/2024
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14604 R8 II 08-02914.1)df
Glazing:3/4 Overall Laminated IG Verified By:Luis R.Lomas,P.E.62514
-Created by Independent Third Party:Yes
j Evaluation rReports
1 FL14604 R8 AE 513739.13df
j Created by Independent Third Party:Yes
r -
14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
-
Limits of Use Certification Agency Certificate
Approved for use.in HVHZ:No FL14604 R8 C CAC Ni013364.03-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2024. -
Design Pressure-+50/-50 Installation Instructions
Doer:O/X.Max,Frame Size:W-53 1/8"H-72"Glazing: FLi4664 R8 II 08-02915.Ddf
3/4"Overall Laminated IG VeHfied By:Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes,
Evaluation Reports
FL14604 R8 AE 513740.6df
Created by Independent Third Party:Yes
14604.7 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R8 C CAC NI012533.01-R3,Ddf
Approved for use outside HVHZ:Yes' Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure:+50/-50 Installation Instructions
"er:Configuration:O/X Vent Size:,W-51"H=34.5" FL14604 RS 11 0800564B.Ddf
Glazing:3/4"Overall Laminated IG Verified By:Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 RB AE 510953A.Ddf
Created by Independent Third Party:Yes
14.604.8 Series FWI 5000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
r SH
Limits of Use Certification AgencyCertificate
Approved for use in HVHZ:Yes FL'14604 R8 C CAC NI009020.01-112-signed.Ddf
Approved for use outside HVHZ:Yes FL14604 R8 C CAC N1009020.02-RI-sianed.0
impact Resistant:Yes FL14604 R8 C CAC NI009020.03-R2.Ddf
Design Pressure:N/A FL14604 R8 C CAC NI010670.01-Ri.Ddf
Otter:See drawing 08-02476 for design pressures.GLASS FL14604 R8 C CAC NI010670-R1-sianed.odf
INTERLAYER COMPLIES w1TH THE REQUIREMENTS OF THE li ance Contract Expiration Date
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR 04/30/2020
EASTMAN INTERLAYERS ns awn Instructions
{ FL-14664 R8 II 08-02476A.bdf
f Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
OL14604 R8 AE 50232A.Ddf
.Created by Independent Third Party:Yes
i
+� Back Next
Contact Us::2601 Blair Stone Road,Taiahassee FL 32399 Phone:850-487-1824
t -
The State of Florida is an WEED employer.Coavrioht 2007-2013 State of Florida.::Privacy Statement Accesslordv Statement::Refund Statement
Utder.Florl slaw,email addresses are public records.If you do not want your a-mall address released in response to a public-records iequest,do not send electronic
malt to this entity.Instead,contact the office by phone or by traditional mai.9 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 r they have
one.The emag_provided may be used forbffidal communicatlon with the licensee.However.email addresses are pubic record.Iryou do not wish to supply a personal
address,pleaseprovide the Departrnent with an email address which can be made available to the public.Tb determine if you are a'kensee urderChapter 455,F.S.,
please click h=.
Product Approval Accepts:
y�
I
-3 of 4 I 10/7/2019,9:12 AM
Florida Building Code Online i h#ps://www.flondal u fding.org/pr/pr app_4tl-*x?orainwG...
Credd Carel
4 of 4. ( 10/7/20194'0:$2AM
L Roberto Lomas`P,E: Engineering Evaluation ;Report -
1432 Woodford Rd
Lewisville NC 270 Report No.: 613232A
434-688 0609
rllomas(a31rlorpi spe.com
Mm4acturer: Eastern Ate tectural'Systems -
10036 Bayana Rd'
FT.Myers,FL `33913 .
Product Line: ' -Series FWI 1000 Aluminum Single Hung_Window—Impact
Compllancer'
s The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business':and Professional Regulation for Statewide.Acceptance per Rule btd20-3:005 method'1.(a).The product listed
here!complies with requirements of the.Florida Building`Code; -
Supporting Technical Documentation:
I. •Approvaldocdment:'drawing number08-02476,revision A_prepared,signed and sealed by Luis Roberto Lomas
P.E.
;2. Test report No.:NCTL 210-3374-1 signed and sealed,by.Gerard J.Ferrara P.E.
National,Cer66ed.Testing Laboratories;OMando FL
TAS.201-94 Large Missile Impact Test;Level D,Wind,Zone_4.
- TAS-y203-94.`Cyclic Pressure loading t75.Opsf design pressure
3. Test report.No NCTL 210-3753,1 signed and sealed by Gerard.J.Ferrara P.E.
National Ckt6ditestmg Laboratories,`Orlando,FL
TAS 261-94 Large Missile Impact Test Level_D ,Wind'Zope 4
TAS 202-94 -Uniform Static-Air Pressure,+120:0/150Apsf design pressure„20.Opsf water penetration.
TAS 203-94 Cyclic Pessure loading'+120.0/-150.Opsf design pressure
4.. Test report No.: FTL;5682/11-749 signed by'Manny Sanchez.,.
Fenestration Testing'LaboratoryMedley,FL
TAS 201-94'-Large Missile Impact Test,Level D Wind'Zone 4
TAS 202-94 Uniform,Static Air Pressure,+80.01100.Qpsf design pressure;12:Opsf water penetration.
TAS-203-94 yclic Pressure loading+80:01-100 Opsf design pressure,
5. Test repo_rt No.:ESP009274P-10 signed and sealed''by-Ramesh C.Patel'RE.
Element Materials.Technology,Wausau;Wl-
AAM,WDMA(CSA,101/I:S:2/A440-05
Design pressure +80:0/-100.0psf,-
Water penetration,resistance .12:0psf
ASTM E1886-05 and',ASTM E1996=08
ASTM E1886i E1996 Large Missile Impact,Level D,Wind Zone 4
As
TM•E1886k1996 Cyclic Load Test,"+80.01--_100.Opstdesign piessure
6. Testreport,No,.:ESP009274P-11 signet and sealed by Ramesh C.Patel P.E:
,Element Materials Technology,Wausau,WI
TAS 201-94 Large Missile Impact Test Level D Wind Zone 4
TAS202794 lJniform Static Air Pressure,+80.0/100:Opsf design pressure,12.Opsf water penetration.
TAS,203=94 Cyclic Pressure loading+80.0/-100.Opsf'design pressure
7. Test report Nor FTL 07-311/5417102 signed by Manny Sanchez.
Fenestration Testing Laboratory,Medley;FL '
TAS 201-94 ,Large Missile Impact Test,Level D,Wind Zone 4.
TAS202-94 Uniform Static Air Pressure,t60.Opsf design pressure,•9:Opsf water penetration.
TAS 203-94 Cyclic Pressure'loading•t60:Opsfdesign pressure
8 Lu RobertolLomas P.E.rt number 51 3166AA,prepared,signed and'sealed by ```�� R. •� //�,
`tet EN
*` 0 51
I X70 . TAT.. 4F
0.
P. �
1 of 2 Luis R.Lomas,P.E.
FL No.:62514
12/26/2017
i
I
L Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd
Lewisville,NC 27023 Report No.: 613232A
434-6880609 i
rllomas@lrlomaspe.com
l
Limitations and Conditions of use:
• Maximum design pressure: Refer to installation drawing.
• Maximum unitsize: Refer to installation drawing.
Units must be glazed per ASTM E130M4/09,according with glass details in approval drawing.
• This product is rated to be used in the HVHZ.
• This.product is impact resistant and does not require impact protection in wind bome debris regions.
• Frame material to be extruded Aluminum 6063-T5.
Installation:
Units must'be installed in accordance with manufacturer's installation instructions and approval document 08-02476,
revision A. l Pp
Cer0catfon of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued .Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
I
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2 of 2 ' Luis R.Lomas, P.E.
FL No.:62514
12/26/2017
I
REVISIONS
REY D6CRIPTION DATE I APPROVED
A, I REVISED GLAZING,DETAILS' 12/26%17 R.L.
15, FOR FRAME ANCHORING INTO-WOOD FRAMING OR'2X BUCK-USE #14.WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED.TO.COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
R n ANCHORS AS SHOWN IN,ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED.AND ANCHORED TO PROPERLY 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE-USE 1/4" TAPCONS-WITH'SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT°OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.WITH 2 MINIMUM
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS.LESS THAN 1-1/2" 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 TO'ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE-SECURELY FASTENED'DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE'MATERIAL. 18. ALL FASTENERS 70 BE CORROSION RESISTANT.
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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 MANUFACTURER'S INSTALLATION INSTRUCTIONS AND'ANCHORS SHALL NOT BE,USED,'1N
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW'.UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN,ACCORDANCE WITH A. WOOD -,MINIMUM'SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C=90, GRADE N. TYPE 1 (OR GREATER).-
COATING OR MEMBRANE. SELECTION OF COATING-OR'MEMBRANE IS THE'RESPONSIBILITY'OF D. METAL STRUCTURE: STEEL 1BGA, 33KSI OR ALUMINUM 6063-T5e 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.
8: FOR FIN-INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM,WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9- SHIMS SHALL BE LOCATED,'APPLIED AND MADE FROM MATERIALS AND THICKNESS 'CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND.LOAD DURATION'FACTOR Cd=1:6 WAS USED. FOR WOOD ANCHOR 'CALCULATIONS.
11. FRAME MATERIAL• EXTRUDED ALUMINUM 6063-T6.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, 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 P10 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
FAOIFI W NIQOt KNf W:BYSIFY3
\�irw r►r�
IMP,«:� iw N`r�us�r�;mU :
REVISIONS
REV DESMPTION- w*c Jr PINNED
48" MAX'FRAME WIDTH 48" MAX FRAME WIDTH
13" "
A REVISED,GLAZING DETAILS 12/26/17 R.L.
5" MAX 13" MAX O.C. -�{ 5" MAX 5" MAX - MAX 5" MAX
5" MAX I 5•, MAX
"f— T— 1/8" HS
1/8". NS,
DURASEAL
O L_ / O SPACER SYSTEM .090"!SAFLEX13Y EASTMAN
12" 10" BY QUANEX '1/8-1-!S:
MAX. O.C. / MAX O.C. / WEDGE CASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX.552
FPVC 65 DUROMETER SETTING BLOCK (30096)-
72" 85 DUROMETER
MAX' 72" BY CENTRAL RUBBER:
FRAME MAX 3/4` BITE EXTRUSIONS
HEIGHT FRAME
HEIGHT INTERIOR
EXTERIOR
X / GLAZING DETAIL A
X / WHEN USED OUTSIDE THE HVHZ
1/8" TEMP
u RASEAL1/8" HS
1_ SPACER USYS EM
.090" SAFLEX BY EASTMAN.
5" MAX 5•, MAX. BY OUANEX 1/8" HS
WEDGE GASKET STRUCTURAL SEALANT'
2541 BY MPI SIKAFLEX 552
SERIES FWl•1000 IMPACT SINGLE HUNG WINDOW SERIES FM 1000 IMPACT SINGLE HUNG WINDOW FPVC 65 DUROMETER SETTING BLOCK (300'96)
EXTERIOR WEWFRAMEINSTALLATION - - EXTERIOR.WEWFIN INSTALLA71ON- � 855 OUROMETER, -
3/4' BRE B" CENTRAL RUBBER
DESIGN PRESSURE RATING IMPACT RATING EXTRUSIONS,
+T5.OPSF LARGEANDSMALL EXTERIOR INTERIOR
M/SSILETMPACT GLAZING DETAIL A
MISSILE LEVEL D,-WINO ZONE 4,AND HVHZ WHEN USED IN THEHVHZ
'WITHGLAZINGA _ - SIGNED:121261200
NOTES:
1. SASH SIZE: 47" X 38 Ews.ERnnnomEciw.�arsEvs 111111!!
OC
2. D.L.O.: '42 3/4" X 31 5/8". �°°� Eastern' aMTER �. \ • LQ�q��
3. HARDWARE: -„.-{.`.:.".,C1«.w "..�.”o'o:: rasp `Vim. (•'EIV s •�'�G_,
a,(1) METALLIC CAM LOCK,LOCATED MIDSPAN OF TOP RAIL
" "AND-ANCHDRED-TO-FlXED`MEETING'"RAIL. �T� — — SERIES-FWI--000-IMPACT *', 0- B
b.,(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW � ��
BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS 1p TAT OF ;eV
RAIL END.
4. NO REINFORCEMENTS. DRAWN: DWG'ND. RLV ��p''cCQR1CQ \��'�
V. NTS 08/20/74 08-02426 OF 12 A
SCN.E•. DATE SHEET
L ROBERTO LOMAS RE Luis R. Lomas P.E.
14MMODF'OROROLEwIsMMAIC27M FL No.: 62514
434-08-009 dlcmasLglAomaspe.cam
53 1/2" MAX FRAME WIDTH
53 1/2 MAX FRAME WIDTH REVotw+wnon atviswNs onrE wPaoveo•
5" MAX'' I+�---�– 10 5" MAX1-3. -A REVISED.GLAZING DETAILS 12/26/17 R.L
I I MAX O.C. 5" MAX � 5"'MAX
MAX'O.C.
5" MAX. _ 5":MAX
MAX O.C. 0
/ O /
I / 9"MAX O:G. / "
1/2"
3/16 HS
76, X
MAX 76 1/2? 100" HP EASTMAN
MAX
FRAME FRAME' ,EXTERIOR 3/16"'HS
HEIGHT HEIGHT
WEDGE CASKET 4ER
ERIOR
X / / 2541 FPVC 65 DURSTRUCTURAL SEALANT
SIKAFLEX 552`
SETTING BLOCK (30096)
1 :285DUROMETER
/ EX CENTRAL RUBBER
EXTRUSIONS.
5 MAX 'S' M�Ax GLAZING DETAIL B
SERIES FM 1000 IMPACT SINGLE HUNG WINDOW SERIES fWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTAU AT70M EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURERA77NG IMPAOTRATING
+120.0%150.OPSF LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL A WIND26NE 4.AND HWE
WITH.GLAZING-B
SIGNED:12/26/2017
F
A Eff rern ;ti�I1. SASH SIZE: 501/2" X 38 1/4" SERIES`FWI–T000`IMPACT *M_. TAR
2. D.L.O:: 47 1/2" X.31 3/4". SINGLE HUNG WINDOW
3. HARDWARE: ELEVATIONS OF ,'�`
aAND.ANCHORE1) METALLICD TO FIXED MEETING RAAM LOCK LOCATED DL PAN 'OF TOP RAIL V L owc'r+o: 08-02476 p �OdS+ OR1Q aG\`;��
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB.. ;7//'70NAL1�\\\\\
a(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM sc NTS — 08/20/14 s"U'3 OF 12 !! 1
4. NOILRE REINFORCEMENTS. 1432 Wo 0 ORORD EM I L&Nc270M
Luis R. Lomas P.E.
434-6W-009 06mas@11bmaspa.am FL No.: 62514
53" MAX FRAME WIDTH
REVISIONS
53," MAX FRAME WIDTH eLv oescRiPnai — APPROVED.-
14 1/2' _...I 5" MAX A REVISED GLA71NG DETAILS. 12/26/17 R.4.
5" MAX �^ MAX O.C. I 5." 13'`
MAX D.C. � 5"'MAX
5' MAX S"T-
0 V
MAX- i
1 I
_ f '} (�
MAX O.C. J MAXO.C. HS
T— J` T f/ .090" SAFLEX'81G BY EASTMAN
3/16" HS
77" 77'' EXTERIOR
MAX MAX INTERIOR,
FRAME HEIGHT HEIGHT WEDGE CASKET
2541 BY MPI STRUCTURAL SEALANT
FPVC 65-DUROMETER SIKAFLEX 552
X X / SETTING BLOCK-(30095)
/ Ek
3/4" BITE 85 DUROMCENTRA R
/� fJ BY CENTRAL RUBBER
EXTRUSIONS.
_ 1 � r-zni—r
GLAZING DETAIL.0
L L
5" MAX 5" MAX Nkl
,SERIES FWI 1000 IMPACT SINGLE HUNG!WINDOW SERIES 17071000 IMPACT SINGLE HUNG WINDOW.
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION`
DESIGN PRESSURE RATING IMPACT RATING
+80.0%10O.OPSF LARGEANDSMALL
MISSILEIMPACT
MISSILELEVEL D,WIND ZONE4,.AAVDHVHZ
WITH GLAZING C, ��I`�y`y SIGNED:12%26/2017
rEaSt�!!rte FA4tFRx NuoYlECfynALEY81EM9
AMSMOF
NOTES: 1mwaMVMNPowas7ilLSYlPtr• \
1. SASH SIZE: 51 .3/4" X 38 3/4"- � �� `� 9
sem:6'L: :" o ra+Tuvmcrt - ENS
v F
"" i""-"2.-"'O;CO;-47 3/4'`X^'34°. ---- -- --_--.--- ______�•---._ ._.___.__._.,.__�. ES-FWI-1000-IMPACT- �.�At_' o M.it=
3. HARDWARE: __--SERISI
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN'OF NGLE `HUNG WINDOW
TOP RAIL r.p
AND ANCHORED TO FIXED MEETING RAIL.. ELEVATIONS qo TAT OF
b.(2) SPIRAL BALANCE LOCATED.ON EACH JAMB; naawN: laac Np. RLv.
d.G (2) BALANCE RAIL EINFORCEMENTSS LOCATED ON EACH SASHBOTTOM sc" NTS °A`E OB//20/14 VA. O8$0 46 OF 12 A r,{fi �lBf�jALt4�G4`
LROBERTOLOMASP.E. Lomas IS R
LUR. as PiE.
14saw000rOROROLEWMAM vaartr FL L as P
494.666-0609 +'�aWbUnave mn
Ar
RMSIONS,
53 1/8" MAX,FRAME WIDTH 53 1/8" MAX FRAME WIDTH REV alscmavaN DATE APPROVE)
14 1/12" 13 A REVISED GLAZING DETAILS 12/26/17 R.L
5" MAX } MAX O.C. 5" MAX 5"MAX [—,.C. 5" MAX
5.1 MAX I I S" MAX I I 7/8"
t T 1/8! ANN—
3/16" HS
DURASEAL
SPACER SYSTEM •090" SAFLEX BY EASTMAN
12"
/ O 10" / Q BY QUANEX' 3/16" HS
MAX D.C.
MAX J WEDGE FLRL2 EAIANT
2541 BY MPI STRUCTURAL
/ FPVC.65 OUROMETER SETTING BLOCK •(30096)
L�, 85 DUROMETER
7B 78
3/4' BITE BY CENTRAL RUBBER-
'
MAX MAX EXTRUSIONS
FRAME FRAME INTERIOR
HEIGHT HEIGHT EXTERIOR ^^—
GLAZING DETAIL D
/ i WHEN USED OUTSIDE THEHVHZ
J/ 7/8"
/ 1/8! TEMP
/ 3/4C HS
ouRASEAL
SPACER SYSTEM .090" SAFLEX BY.EASTMAN
BY QUANEX 3/1'6" HS
5" MAX 5" MAX WEDGE GASKET STRUCTURAL SEALANT
2541• BY MPI SIKAFLEX 552
FPVC 65 )UROMETER SETTING BLOCK (30096)
SERIES MI 1000dMPACT SINGLE HUNG•WINDOW SERIES FWI 1000 IMPACT SINGLE:HUNG WINDOW 85,85 DUROMETER
EXTERIOR VIEW FRAME INSTALLATION EXTEAIOR'VIEW FIN INSTALGATION BY CENTRAL RUBBER
S/4" BITE EXTRUSIONS.
DESIGN PRESSURE RATING IMPACT
RAT/NO INTERIOR
— EXTERIOR
+80:01-100.OPSF LARGEAND SMALL GLAZING DETAIL D
MISSILE IMPACT WHEN USED IN THE HVHZ
MISSILE LEVEL 0,WIND ZONE 4,AND HVliZ
WITH GLAZING D SIGNED..12/26/201 T
�;s,crww�a6,Ecruwums, '
p �o�,� �\ll111111
1.NOTES:
SASH SIZE: 'S0 1/2" )< 39 1/2" Eastern
,on»uvwu, w ruawar -As f to
2. D:L.O.: 47 1/2" X 33 1/2". ,'lrr .» o'�.t waw flaarxae� VJ \�ENB�err r
SERIES-FW1 10001MPACT_ �_.
aAND
METALLIC CAM LOCK LOCATED MIDSPAN,OF.TOP RAIL SINGLE HUNG WINDOW
AND
ANCHORED TO FIXED MEETING RAIL. ELEVATIONS
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. .. 2tt^•
c.(2) BALANCE SHOES LOCATED ON EACH`SASH 60Ti0M DRAWN, DWG NO. RLv ��+l:rCQ RVt1RAIP"1
4. NOREINFORCEMENTS.END. SCALE
scaLE NTS Ogre OS/2O/14 08— 56 OF t2 A ,tf/s�l�lIA41 C2
L.ROBERTO LOMAS AS P.E.
Lomas 19 R. Las as
4A.VINOODFOROROLEMSY41> NC270M LuFL NoP
434:696.0609 NoAws®AMmar awM
NEVIS"
53 1/8" MAX FRAME WIDTH 53: 1/8" MAX FRAME WIDTH
_.,IV pESfRIPPON DATE APPROVED
5" MAX TO 5" MAX 5" MAX MAX I S" MAXIIAX A REVISED GLAZING DETAILS, 12/28/17 R:L
MAX O.C.
l 1 A t, 5" MAX
5" MAX T—
10"
9 S/4o MAX O.C. / 3/8"
MAX D.C. / // O 090
T ANN.
�— ..090" SAFETY-PLUS II BY EASTMAN
O
1/8" ANN
EXTERIOR INTERIOR
96" WEDGE GASKET
2541 BY MPI
96" MAX FPVC.65 DUROMETER
MAX FRAME STRUCTURAL,SEALANT
FRAME HEIGHT' SIKAFLEX 552
HEIGHT • SETTING BLOCK (30096)
3/4" BITE 85 DUROMETER'
Bi(-CENTRAL RUBBER=
EXTRUSIONS
r-rnr—.
4 / 4 / GLAZING DETAIL E
L 5" MAX
5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FAAME/NSTALLATION EXTERTEAIORVIEWflNINSTALLAT/ON.
SIGNED-42/26/201-7
DESIGN PRESSURE RATING IMPACT RATING
'rASTuulAwertcnAw.ars�oa �llllllJl/
t60.OPSF LARGEANDSMALL Eastern �..� � \\��5 R• LOQ/i��
NOTES: M/SS/LElMPACT ``
1. SASH SIZE:,50 7/16" X 48 1/4 -wv,a...,a..±,.ow. _ rap6�0N'�,nsuu+uc.N�Daawaso \vJ. \G ENS��ifl'i
. em.1mrni _ i
--- ----2 -D.L,O:;--47•--5/8"--X-43-5/8:_ --- MISSILELEVELD..WIND.ZONE_4,.AND.HVH2 —— SERIES-FWI 1000-IMPACT----------- >k• VAT?
* --
3. HARDWARE: W/THGLAZING E SINGLE HUNG WINDOW
D.-(1),METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS OF �t4�.
AND ANCHORED TO FIXED MEETING RAIL. �4
b.(2)'SPIRAL BALANCE LOCATED-ON EACH JAMB., DRAWN: Dwo No. REV �' s:c�QR1�~G\`�
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM' c.ALiE DATE 08-02476 A NA;
RAIL END.
4. NO REINFORCEMENTS. NTS 06/20/14 6 OF 12
S. ALL UNITS RATED UP TO ±60.OPSF MAY-BE INSTALLED L ROBERTO LOAMS P.E. LUIS R. Lomas P.E.
WITHOUT ANCHORS AT THE SILL .1492 WOODFORD RD LEWISVALE,NC27029
434-M-0609r9on=@9&TW .COM FL'No.: 62514
BILLOFMATERIALS FOR ILLUSTRATION PURPOSES'ONLY BREVISIONS
17EMN0.: PARTNO.: - DESCRIPTION MANUFACTURER MATERIAL FOR 0¢aaanoo o+re -AaaaovLo
1 FRAME HEAD - EAS ALUMNUM8063-T6. FOR,INSTALLATION DETAILS ,A .REvlseo'GLAZING DETAILS 12%26/,17' R.L.2 FRAME SILL EAS' ALUMNUM6063-Te REFER TO SHEETS 9-12
3 HI-RISESILL EAS ALUPANUM6063-T8
A FRAMEJAMB EAS. ALUMNUMBU8346
6 FD(ED MEETING RAIL EAS ALUMNUM806346
6. APPLIED FIN EAS ALUMINUM6063-T6
7 MEETINGRAIL EAS - ALUMNUM6063-T6
8 LIFT RAIL EAS ALUMNUM6083-78 1
-9 -HFRISELIFTRAIL EAS, ALUMNUMB063•TO
-- 10 SASH JAMB EAS ALUNINUM6063-TS -
11 IG GLAZING BEADEAS - ALUMNUM608348 11
12 MONOLITHIC GLAZING BEAD EAS. ALUNNUM6063-TS -
13 CADWELL SPIRAL BALANCER EAS
14 SASH LOCK EAS DIE-CASTZJNC ExTERIOR INTERIOR
16 BALANCER PIVOT LOCK EAS
10 VENTSTOPS_ - EAS - 12 14,
17 BALANCER PIVOT BARS - EAS - -
18 UFT RAIL BULB EAS_ MNYL.
19 FRAME SILL BULB EAS VINYL 5
20 SASH WEATHERSTRIPPING. EAS 7.
12 EXTERIOR INTERIOR
21 RAIL WEATHERSTRIPPING EAS
9
21 19
11 X18
12
13 20 10 19
8 .
2
INTERIOR 16 VERTICAL-SECTION
SIGNED:12/26/2017
wo,
Fws,o+x cnn Srsieus; `��\11111111/x/
EXTERIOR. Emste�'n rw9l�avFllilarvep R. LQ. LENS
VERTICAL SECTION """ "o, SERIES—FWI HUNG
ATATI?
�SINGLE HUNG WINDOW =jqB.O.M. AND CROSS SECTIONS ��DOF tp�
4 i 1 oeaws: aNc qo. aer -O'�►� COR1D4'�� ��
V.L. aae 08 02E476 A ONa y ft`\x��
HORIZONTAL SECTION, Nis 08/20/1 a 7 OF. 12
'LROHERTOLOMA.SP.E Luis R, Lomas.P.E.
1492 KXWF MD RD LEMVI"NC 27023 FL No.: 62514
13"ea-0609. ntonms(E�rWomatpo.com
REVISIONS'
5/8" MIN.
EDGE DISTANCE REV DacwrnoN DATE I APPROVED
WOOD FRAMING I
'A REVISED GLAZING-DETAILS 12/26/17 R.L.
OR 2X BUCK
BY OTHERS 1 7/16" MIN.
EMBEDMENT
S? 117
BACKER ROD
& APPROVED SHIM SPACE
SEALANT 1 7/1,6" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
#14 WOOD SCREW 1- I INTERIOR
5/8' MIN.
EDGE DISTANCE
#14 WOOD
SCREW ,
EXTERIOR INTERIOR
WOOD FRAMINGEXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS, & APPROVED
SEALANT
JAMS'INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD
SCREW
BACKER ROD
& APPROVED
1/4* MAX.
SEALANT --laf
SHIM SPACE NOTES:
I.INTERIORAND EXTERIOR FINISHES,BY OTHERS,'
NOT SHOWN FOR CLARRI:
WOOD FRAMING 1 7/16° MIN, 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OR 2X BUCK EMBEDMENT DESIGNED IN ACCORDANCE WITH A STM E2112
BY OTHERS SIGNED:1212612017
FAs,cRniacwaD,ww:a,s s %%%IlIFIIIt
East®rn �D,� ,K .: `�J`$ RE L o4 f
5/8" MIN "• �^.::.m'�•: ia+s in�i nnsmia V••��Ci NSF S'i
F
...—
SERIES`FW( 1'000- IMPACT" "" *•" fK0'
SINGLE HUNG WINDOW �,bGS
VERTICAL CROSS SECTION, INSTALLATION DETAILS i'p. TAT OF tV`
WOOD FRAMING OR2X BUCK INSTALLATION - 'a-. Pa• ��
STANDARD SRL SHOWN,Hl RISE SIMILAR
DRAWN; owO No. REv "
scatE NTS ogre 08/20/14 OS SHEET B6 OF 12 A• .RZI 11 10/1111111%
LROSERTO LOMAS RE LUIS R. Lomas P.E.
I4.v WOODFORD RDI.EWISVILLE NC27023 FL No.: 62514'
434-60-0609 Akmas®6bmespocom
REVISIONS
5/8" MIN REY pESCNmnoN DATE I APPROVED
EDGE DISTANCE
"�. r_
METAL A REVISED GLAZING'DETAILS' 1'12/26/17 R.L.
STRUCTURE
BY OTHERS 1/4- MAX.
SHIM SPACE
APPROVED
SEALANT
#14 SMS'OR rc
SELF DRILLING
SCREW 1/4" MAX.
SHIM:SPACE
INTERIOR
5/8" MIN:
EDGE DISTANCE
INTERIOR #14 SMS OR
EXTERIOR SELF DRILLING
SCREWS t
METAL
STRUCTURE EXTERIOR
BY.OTHERS,
BACKER ROO
&APPROVED
SEALANT
JAMBUSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#14 SMS OR
'SELF•DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. NOTES:
SHIM SPACE I.INTERIOR AND:EXTERIORFINISHES,BYOTHERS,.
NOT SHOWN FOR CLARITY.
METAL 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
STRUCTURE DESIGNED INACCORDANCE WITHASTM E2112
BY OTHERS SIGNED:12/26/2017
�s,oa,wa�haieutersit[+n_ \\111111//J
5/8" MIN d6 Eastern FAI,FAANYETAIC�WRY ``� S it L'Q�l�i��i
EDGE DISTANCE ! � o... 10°0B"Yptl"�'R0 :��J CEN
�1!„•s'�','.�...:.7L:.:,.m..., ,oarurmRnnm.a�,u: =v. \ 81�•''ft�_o_
SERIES_.FWL 1000-IMPACT-- �\1r�- � POFWA
0 `A
VERTICAL CROSS`SECTIOIV SINGLE HUNG WINDOW -'0ar
INSTALLATION DETAILS ��,. TATtr�
METAL STRUCTURE INSTALLATION i� AZ
STANDARD SILL SHOWN,H/RISE SIMILAR. DRAWN:
L N: On No: 08-0247.6 RA �5 `pR`O
suuEDA7E SfIEEr /�`fCjjjj
NTS 08/20/14 9 OF 12:
L ROBERTO LOMAS RE Luis Rl Lamas P.E.
1492 WOODFORD no LEWISWUC,No 27023 FL ND.: 62514
4344880609 AwnaisgkbmwPO�
CONCRETE/MASONRY 2" MIN. RMUONS,
EDGE DISTANCE
BY OTHERS REV DESL7iIPiloa MIC MPRDVED
A. RENSEDGLAZING DETNLS 12/26/17 R:L
O • • ••
• • •a c •4. 1 1/4" MIN. 1 i/h" MIN,
• c EMBEDMENT
• EMBEDMENT
t CONCRETE/MASONRY
OPTIONAL IX BUCK BY OTHERS
SEE NOTES 3 - 7 OPTIONAL 1X BUCK ° 1/4" MAX.
SHEET 1 , SHIM SPACE
1/4" MAX, SEE NOTES 3 - 7
BACKER ROD SHIM SPACE SHEET'1
& APPROVED
SEALANT `°
1/4" TAPCON
1/4" TAPCON' ,• INTERIOR
°
EXTERIOR INTERIOR
2"
MIN.
EDGE
DISTANCE ° EXTERIOR
La BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETElMASONRY INSTALLATION
1/4" TAPCON
BACKER'ROD NOTES:
& APPROVED 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 1/4" MAX. NOTSHOWNFOR CLiRITY.
SHIM SPACE 2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK DESIGNED INACCORDANCE WITHASTM E2112
SIGNED:12/26/2017
SEE NOTE 3 - 7
SHEET 1 Etisru+Rulamccruwasrarus
\111111/!
Eastern EwsrF'wEtrou�s�mnr tiJ`g . t 09,,
• a- . °a • —f a x`.."071:�o:r^o o'�:`' «°nu:cw .x.n ` •�GeIYB Sf�'i
4. 1 1/4" MIN. ' emaravo. ,ti .�•V F : i
_ _ °4" ^• 4 ---- —SERIES-FWI-l000-IMPACT '— *•` 0" *�
SINGLE HUNG WINDOW -'°•��'�5 �
° ' INSTALLATION DETAILS .p AT OF
t�7
CONCRETE/MASONRY • EDGE D SITANCE DRAWN: Dwc No. 08-02476 7A-
BY
ABYOTHERS scvE Mre s�EEr NAjll;\�`\
VERTICAL CROSS SECTION NT5 08/20/14 1 O OF 12
CONCRETEWASOIVRY INSTALLATION -
STANDARDSILLSHOWN,HIRISESIMILAR LROBERDLEWISLOUASPE. Lu1s R. Lomas P.E.
1492WL10,N;09 mwwlpkbak NO 27023 FL No.: 62514
430.888-0609 lBon185�1h1wD4ape.c°m
REVISIONS
REV DLSCRIPRON' DATE APPROVED
1 3/8" MIN.
EMBEDMENT A 1,REVISED GLAZING DETAILS! '12/26/17 JR.L
#10 WOOD WOOD
SCREWFRAMING.
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
WOOD,FRAMING 1/4" MACS
BY OTHERS SHIM SPACE
INTERIOR
MIN.
EXTERIOR INTERIOR EMBEDMENT
T—
_ y
({10,WOOD
SCREW
IN
7/1`6"'MEXTERIOR
EDGE DISTANCE
JAMB) DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
Egli
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4" MAC( NOT SHOWN FOR CLARITY
SHIM SPACE 2-PERIMETER AND JOINTSEALANTBYOTHERS TOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED::12/26/2017
7/16" MIN j - - -- awiFaNAwA¢atiwtsYsrcars �lttllll/!!
EDGE DISTANCE i°O` ESStern J'cmwm�y R 'L'0����
1110 WOOD WOOD �."i i:: onT�i eatira mna.o 1 V•��C E1YS�•{!�
E�
OTHERS
1 3%6"MfN-" '�gY 'SERIES—FWI'1000'IMPACT— '-' 0'
SINGLE HUNG WINDOW
EMBEDMENT
INSTALLATION'DETAILS J@. ATE OF
VERTICAL CROSS SECTION ��'�►•'O[OR1DP•
WOOD FRAMING OR2XBUCKLL
INSTAATION- V.L. owc wo. 08-02476 RA '�`//as%•• �a6�\\
SCALE DATE SHEET . l011A Vitt,\\`\
NTS 08/20/14 11 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432WOODFORDRDLEWISVILL~NC2702s, FL.No.: 62514
434-68e-OM,dbmas@bbmasw.�
PENSIONS
3 3/B" REv, OESORIPDON GATE APPROVED
A REVISEp GLAZING'DETAILS.: 1:2/26/17 I R.L.
3 7/16"
3 5/16" T 11/16"
3 3/B-
4 5/16"
3'1/16"
2 5/8'• 2 9/16"
1 16" - I
IL
L L
FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL
_O ALUMINUM6063-T6 O ALUMINUM6063-T6 �3 ALUMINUM 6063-76 O ALUMINUM6053-T6 O ALUMINUM6063-T6
.062'THICK 08r THICK .062 THICK .062'THICK .062'THICK
2 318-
2 3/B —{
2 9/'1'6"--
5/16" .
:1 ,9/16-
n E3/
3 116"
2.1/4" 2 1/2" T-
3/8—
3/8
L L !�
APPLIED FIN MEETING'RAIL LIFT RAIL, Hl RISE IMPACT LIFT RAIL SASH JAMB'
O ALUMINUM 6063•T6 O ALUM/NUM6063•T6 O ALUM/NUM6063-T6O ALUMINUM 6063-T6 1,0 ALUMINUM 60046
.062'THICK .062'THICK .062'THICK 062*THICK .062'774ICK
1. 1/4" 1 5/16' SIGNED:12/26/2017,
essma�enmicYwuaa�uro %1111)11!!
15/16" ,5/LIQ EasternAureesn�w�a°Fvw�r `J�4f+`It Nd
II _ �� iomeaAvuwRan
II I�IL�r1.4J ;.�?...0 1.�.:�.w -�._.-.. = �r� sF•S i_
,SERIES—FWI—l000=IMPACT— kAT,
y812INSULATING BEAD G ING BEAD SINGLE,HUNG,WINDOWrf�r ALUM/NUM6063-T6 12 ALUMUVUM6069-T6 COMPONENTS � ��:osNUM6067T OF ./4L,t�
062'THICK DRAWN: owc No.
RV
%O�sORI�Q:
V.L. 08-02476 A
NTS DATE 08/20/14 12' OF 12
L.ROOEAFIOLOALISP.E Luis R. Lomas P.E.
1432 WOODFORDR0LEWSV&L&NG270229 FL No.: 62514
4.W-699-0609 dbft=dPXWWPe.Oom
Florida Building Code Online https://www.noridabuilding.org/pr/pr�_app_dtl.aspx?param=wG...
Business Replation
BCS Home I Log to i User Registration { Hot Topks Submit Surcharge{ stats&Facts { Pub1catbns ( Contact Us SCIS Ste Map { Unks { Search
Utl s ..'t� Product Pubic User Oval DEC W.��
JAN 2 8 2020
Product Armrovat Menu>Product orAooflottan Search>Rgo+cation Lis >Appgmtbn Detag
FL# 171-17472-R4Permitting
Application Type Revision ST.Lucie County,
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and,ratified
by the POC and/or the Commission If necessary.
Comments COPY
Archived 1
to
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
ft.Myers,FL 33912
(800)432-2204 Ext 4305 RECEIVED
jflesher@easternmetal.com
Authorized Signature James Flesher JAN 2 3 2020
jflesher@easternmetal.com
ST. Lucie County, Permitting
Technical Representative Timothy 3.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
1 oft 1/6/2020, 10:25 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
Product Approval Method Method 1 Option A
Date Submitted 10/01/2019
Date Validated 10/02/2019
Date Pending FBC Approval
Date Approved 10/09/2019
Summary of Products
FL 7F Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC 662-104 COR2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2021
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R4 11 PA-0004 HVHZ Mulls SS 2019-09-13.pdf
pressure rating Verified By:Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 114 AE PER6414 SS 2019-09-1i.pdf
Created by Independent Third Party:Yes
17472.2 HVHZ Clipped Aluminum TUbe HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion a
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R4 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R4 C CAC EAS 622-102CAR.PDF
Impact Resistant:Yes FL17472 R4 C CAC EAS 622-103CAR.PDF
Design Pressure:N/A FL17472 R4 C CAC EAS 622-105CAR.PDF
Other:See drawing set for mullion size,Configuration and FL17472_R4 C CAC EAS 622-106CAR.PDF
design pressure rating Ouallty AssM,ance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R4 II PA-0003 SS 2018-02-14.odf
Ver]Red By:Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R4 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Back N®rt
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address,please provide the Department with an emal address which can be made available to the public.To determine r you are a licensee under Chapter 455,F.S.,
please dick hem.
Product Approval Accepts:
®ER
Credit Carl
-Safe.
2 of 2 1/6/2020, 10:25 AM
BUILDING DRIPS 398 East Dania Beach Blvd.
Suite 338
Dania Beach,FL 33004
• A Perfect Solution in Every Dropl 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report Palo. 5505
6th Edition (2017) Florida Building Code
Method: 1—A(Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: .Aluminum 6065-T5&6063-T6
Preps. red for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, FL 33912
Prepared by: �� �:•' .
Hermes F. Norero, P.E. 7
Florida Professional Engineer#73778
Date:02/06/18 '7� T Tcc Z
� :• ; 4U Z'
Contents 'moi F ••''••••••' • G� ���
Evaluation Report Pages 1-4ss/ONA1-���:��`
/11 ,
Digitally signed by Hennes F.Norero,P.E Hermes'.INHIMM,P.E.
Reason:1 am approving this document Florida No.73778
Date:2018.02.14 15:47:48-05'00'
i -
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Dropl Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
Manufacturer:' Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method 1a
Product Name: HVHZ Clipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern
Architectural Systems based on.Method 1a of the State of Florida Product Approval,Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 6th Edition(2017)Florida
Building Code.
See Installation Instructions P_A-0003,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida
Building Code,including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 6th Edition(2017)Florida Building Code and does not require an impact
resistant covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the 6th Edition(2017)Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS' FL#: FL3747z
A'Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications,Inc.(FBC Organization#:CER1523).
Referenced Code Sections:
1. 1709.8 of the 6t'Edition(2017)FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report#:CTLA 301OW-4 Report Date:07/18/14
Report#:CTLA 3010W-4A Report Date:07/18/14
Report#:CTLA 301OW-5 Report Date:07/18/14
Report M CTLA 301OW-5A Report Date:07/18/14
Report M CTLA 301OW-6 Report Date:07/18/14
Report#:CTLA 3010W-6A Report Date:07/18/14
Report M CTLA 301OW-7 Report Date:07/18/14
Report M CTLA 3010W-7A Report Date:07/18/14
Report M CTLA 3010W-8 Report Date:07/18/14
Report#:CTLA 301OW-8A Report Date:07/18/14
Report M CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3010W-9A Report Date:07/18/14
TAS Reports.Signed.and Sealed by:Ramesh Patel,PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization#:CER1523)
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FLO: FL17472
• A Perfect Solution in Every Drop! Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
Installation: 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For concrete or masonry substrate where one by-(1X),non-structural,wood bucking is
employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate,use 1/4"Grade 5 self-_drilling"screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further
details of the installation requirements.
Design Pressure:
See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details.
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 4
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: Wi'-+{ 'W2'� r'Wl'+'WY1
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THEM EDITION(20171 I 4
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 / / �� 0 MULL
INDIVIDUALUNITSATTACHEDTOMUWONSMUSTBEIMPACTRATED. SPAN'C
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASAMAIN WIND FORCE ANCHOR CUP
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTDTHE TyP /
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL.SPAN.
S. SX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE / VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'V MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
ww
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION � / -7'
SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN; NP' 00
s/ 'WZT'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZAREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER.
7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063.76(AS NOTED) I}
8. MUWONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SLPARATE APPROVAL /y, /y, 'Wl'
9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES,
- ANCHOR CLIP, a
10. DISSIMILAR METALS.INCLUDING FASTENERS THAT MAY COME INTO CONTACTWITH ALUMINUM UNIT FRAMING _ TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE STH EDITION(2017)FLORIDA BUILDING CO DE TYPICAL MULLION ASSEMBLY HORIZONTAL"T"MULL SPAN.
MULL
` INSTRUCTIONS: SPAN'L',
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
_._ 2. CHOOSEA MULLION THAT PROPERLY FITSTHE FENESTRATION PRODUCT, 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
I - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS, /
• SEE SHEET It FOR ASSEMBLY AND LOAD EXAMPLES. 'Wl'
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MU WON DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE ORMULLION ORFENESTRATION PRODUCT WILL ,HOR120NTAL�SPAN
6 - 1"X3.1/8°(LIGHT)MUWON DESIGN LOAD TABLES
GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X3-2/8'(HEAVY)MULLION DESIGN LOAD TABLES
B - 1"X4"MUWON DESIGN LOAD TABLES REVISIONS EASTERNR+OMEMuuleraton
9 - 2"%4"MULLION DESIGN LOAD TABLES ,���Qer �D��:i �� Eastern. MSTM&ETKssvrxr
10 2"X6"MULLION DESIGN LOAD TABLES _ �����,•'•�••• '�•� R-2V_V oo.,�±� ,ori' R °° mp�giic
11 -
MULLION ASSEMBLY AND LOAD EXAMPLES. T
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
v T t VERTICAL AND HORIZONTAL CONFIGURATIONS
1� z GENERAL AND INS TA TON NOTES
� C P•:'_��� D.ie:aanwNar. PneP,npnFner.
•''�d •G�`��� 02 05 13 TJH 3' euuawc oaDPi INC
D�Itelly signed by Hermes F.Notero,P.E. �/ 'C \�, Ls-m 7/4118 6TH E0.FBC UPDATES 7 DnAau+a Na aCUE FIPE IN DRCATEOi
Recon:I am approving Oda docwerri C �n l PA-0003 N.T.S. urtHDWAnDK ND.x9571
Date;2018.02.1416:50:49.05W REAST REvOFum01au'neW N�.�acma. a>s DE8CnV7I0N �' 1 OF�11,
I 2.000"
0.250"
1.000" .--r.l 2.000"
�—,1.000
0.250" 2 0,250' 6.000"
0.125" 0.125" 4.000" 4,000"
3.125" 3.125"
0.375" 0.625" 0.250" 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION. MULLION MULLION
SEE SHEEP'6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR, SEE SHEET 10 FOR
QUALIFIED CUPS QUAUFIEDCUPS QUALIFIED CUPS QUA—UFTED—CU PS QUAUFIEDC PS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
F. �4�'0� aewsloHs �� n"aaaFlnwuns as
Eastern �u�.
���� •�0,� - w ��w m..':«e'Gei" AM
IdUlOOLUMAft
T
HVHZCUPPED ALUMINUM TUBE MULLIONS
T
VERTICAL AND HORIZONTAL CONFIGURATIONS
: MULLIO CROSSSECTIONS
G ?;.•'� �. wm MRAWNON war
••••• G� � 02/05/13 TJH ,ZA
�unmxao"ortwc
o -�03 N.T.S. flirll um�omrrxwss�s>a
p sc 335_ n—n
r®cm�ahn�ev'waau� m ure neaowvrw" xtv �2.OF 11 �.
F-0
0 2.25" O � 2,25' I[T.
0 0!\ 2.25"
2.625" 3.375" 0
0 0
4.625" 5.375"
D.125° 2•
2.25° —{- 0.1Z5° 2° L
—]-
T2r
2 "X 5"X 13/4" L-CLIP z:zs".
"X 5"X 21/4" L-CLIP
2"X 4".X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 0.121 s° —
ALUMINUM 6063-T6 �T
21&X4. -53/8," L-CLIP
10.46" ALUMINUM 6063-T6
2.50° 0.722
2.25° �0 0 2.25" 0 0.722"---1 10.46"
2.25" 0 2.25" 0 1,75"
p 2.25" p p 2.25" —io I 2.335"
.—L o
2.25" p p
n n 0.188'
1.25" II II 0 2.25° O 2.25° o
2.125" 2.125'
0.188"
T 10:15/32"X.21/4" H-CLIP' -T � �� -11.2s^ �
ALUMINUM 6063-T6 21/4 U-CLIP 13/4 U-CLIP T `
ALUMINUM 6005-TS ALUMINUM 6005-T5 T 1015/32"X:13/4" H-CLIP
8.25" ALUMINUM 6063-T6
2.25° 2.25" 2,25"
0 0 0 0
2.625"
0 0 11REVISIONS aw AF0 Eastern FAnRnoNNmMALunAM�srVs
,
0.125°
0,875" 1 *• * = UBE MULLIONS
VERTICALVHZ IANDHORIZZOED INTALCONFGURATIONS
O.'• T P"•''� OWILS
OA�DPAM ov: rncrsxcn sr
81/4"13 3/8" H-CLIP � '-,�F'• . �•�' 02 0s 13 TJH uP
ALUMINUM 6063-T6 4, ' ""'��,•,�lJ ,�� oy�twaHQ .'Ju WIPECE0=049
33a PA-0003 N:T.S. II�11 AunronwnoNra.Assn
Too: AxE3 ntv 1151
"ve mn"I AuvWiuL110n ra.sun ar oac oeseAPiuN aev 3 OF 11
INSTALLATION ANCHOR
(SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR
610) 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN: (SEE NOTES SHEETS HORIZONTAL
MULLION,TLP.
EDGE DIST. 6-10) EMBEDMENT 6-10)
CONCRETE OR ° •' a
MASONRY BYOTHERS q
d. o:
CAULK BETWEEN ° d it ° 3/4"MIN. ° MULLION CLIP
CONCRETE MASONRY&1X °, d ° 11/4"MIN, EXTERIOR TYP
/ ° EMBEDMENT EDGE DIST. q
WOOD BUCK BY OTHERS E ----- — --
'U'CLIP
.. � TYP.
1 X WOOD BUCK CONCRETE OR v EXTERIOR INTERIOR,
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN •,Q I I
MULLION CUP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS `a MULLION,TYP. I I
J I 2X WOOD BUCK '
a.
EXTERIOR I I RYTERIOR BY OTHERS -- - MULLION
INTERIOR Typ, D HORIZONTAL SECTION-
- (
MULLION
TYP. 4 T-MULLION INTERSECT DETAIL
4X)MORIZONTAL,SECTION SIDE VIEW
g VERTICAL SECTION \AJ JAMB.2X WOOD BUCK
SIDE VIEW-HORIZONTAL
4. HEAD-CONCRETE/MASONRY • I, -
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
MULLION EXTERIOR INTERIOR
NOTE
TYP. ® ® MULLION CUP
DETAILS SHOWN ARE TYPICAL FOR ALL P
MULLION&CUP ASSEMBLIES SEE VERTICAL
I I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CUP PRESSURES.
I I
TYP.
-� 4 HORIZONTAL SECTION
a.. re a o• ' X-MUWONINTERSECT DETAIL
d °
11/4"MIN.
SIDE VIEW
:d• ° EMBEDMENT
P BYO HERLL .a a'• + , `���S O%,, REVISIONS ueman�aae�c7uuu srsiev
F EaStern, N AL .
INSTALLATION ANCHOR �,� •• ����� rol
(SEE NOTES SHEETS 21/2"MIN. ~ .. ow..
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6-10) EDGE DISTANCE 3 VERTICAL AND HORIZONTAL CONFIGURATIONS
A VERTICAL SECTION �°
INSTALLATION DETAIWF
LS
OY�i••<(/`\ DATE:GRIWNBY: PREP
4 SILL-CONCRETE/MASONRY ���` •.........•'•G��`�� oRAv CR2LI0.5 13 N„TJH
SIDE -VERTICAL �� �33� PA-0003 N.T.S. AUi DMATMN NO.M79
auxRamAna ria-i"D». . or oAm oEDaumoer REv �" 4 OF it
VERTICAL MULLION
U{UP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CUP
a
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CUP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION-AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x31/8"MULLION
AND H-CUP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REW-JONS e�9�aH�wwdolEcrvwuewl�M9
MpEastern En]ULTDOMESTICAVE.
:O RMYMFLn9U
7 rrv. ee. H17iDFi190
HVHZCLIPPED ALUMINUM TUBE MULLIONS
7 T VERTICAL AND HORIZONTAL CONFIGURATIONS
7J . f k/+ MUWION AND CLIP ASSEMBLY DETAILS
i t. P;. �/�� wre DMvmev: rl�r er.
G�=`�� 02 05 13 TJH ,�' �uluxxaonaviWC
. �x _ SPA-0003 N.T.S. •� , AUTHOWATIONNa"578
r
Et3ve mlr. wnaaanw Fw'7un ev wre OFeGWFRgN DEVs Asn 5 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:1°z3- 8° UMULLIONS1.000"-ONE-WAY MULLIONS MULLION- MULLION 7
SPAN'L' TfOBUfAR '(IN.)
CN 51v I
24 30 36 42 48 53.]75 54 60
200.0 2000 200.0 200.0 2000 200.0 200.0 200.0
700.0 2004 71100 200.0 200.0 700.0 2000 2000 0.125"
2000 200.0 200.0 2000 2000 200.0 200.0 3.125"
200.0 181.0 158.0 143.3 134.3 129.8 129.3 173.7 1015 87.3 77.7 7L1 67,2 66.7 63.8
76.9 627 53.5 47.1 42.6 39.7 39.3 36.9
• 511 4L5 35.2 303 27.6 25.6 25.2 23.5 ONE
MULLION DIAGRAMS'
108 47.2 35.7 . 289 .24.4 213 19.0 17.5 17.2 IS.9 -d
0.375"
DESIGN PRESSURE LINTS FOR MULLION:Y'z 3.2/8' UG -TWO-WAY MUWONS 1":X 3-1/8 (LIG HT).MULLION '
SPAN'L' TRI 8UTA RYWIDTHNV'IN. ALUMINUM 6005-TS _T MULLION
IN. 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 2000 200.0 2000 2000 200.0 700.0 200.0 2000
36 200.0 2000 2000 2000 19L4 167.5 15L3 148.9 134.0
48 2000 2000 2000 167.5 143.6 125.6 113.5 11L7 100.5
60 2000 2000 1608 134.0_ 114.9 1005 90.8 89.3 804 W 1+W2
72 157.6 1182 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARYWIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 79.8 JI.
91 66.5 49.9 39.9 33.2 285 20.9 22S 22.2 19.9
108 46.7 35.0 280 23.3 20.0 17.5 15,8 15.6 ]4.0
TWO-WAY MULLION DIAGRAMS,
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:CLIP DIMENSIONS.
•WOOD:#14 WOOD SCREWS
•CMU:1/4'ITW TAPCONS
:•
CONCRETE:1/4"ITW TAPCONS
METAL:1/4'SELF-DRILLING SCREWS(GRADES)
o ° 0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=O.SS.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C90.
o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
21/4" U-CLIP" 2"X 5"X 21/4"l-CLIP MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063 T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/9-THICK ALUMINUM 6063-TS.
ALUMINUM 6005-TS "*MUST BE USED IN PAIRS
lU-CLIP FOR USE 0 LY IN
MULLION-TO-MUWON
CONNECTIONS \\\S cv F. /
REVISIONS ,r��i �i E�rme,�rtxrnzwsaiac+
0 0 0 �O�lr�,.. //Al' �a��i�®1 �, wrEnx°rvu'WALSYYMY
Z�• .PO : YE
FTMI[R3=
NOTE:SEE SHEET 3 FOR SPECIFIC CUP o 0 0
TYPES AND DIMENSIONS. HVHZCUPPED ALUMINUM TUBE MUWONS
= o T 0 VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32",X2 1/4."H-CLIP ��'o•-.• t o; =fv 1"x 31 8"UG MULLION
GTE:OFAMW. MEUEY:
ALUMINUM 6063-T6 ��i�;S.S'• G�\\��� 02 OS 13 TJH � x
// N \\\ MAYlF16N4 WAM Eu"DmmG1TECP
as¢�s1aEc m
PA-0003 N.T.S. 4 •UMO•IUMON•M299•
Frt CM.OF ii aunm n.asn •r wre Oesv+wnON -v 'S OF 11
I-'-i
DESIGN PRESSURE LIMITS FOR MULLION:Vx3- 8"(HEAVY)-ONE-WAYMUWONS I` MULLION--\
SPAN'L' TRIBUTARY WIDTH IM IN. 1.000° MULLION
IN. 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 2010 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 2010 200.0 2010 200.0 200.0 200.0 200.0 200.0 0,125"
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 93.3 79.7 �-
84126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 64.2 63.9 51.8 44.0 38.S 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 5&9 44.6 36.1 30.5 26.6 23.7 21.8 215 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x3- 8"HEA -TWO-WAY MULLIONS 0.625"
SPANT TRIBUTARY WIDTH MP IN. 1"X 3-1/8" (HEAVY) MULLION
IN. 38 24 30 36 42 48 53.125 54 60 MULLION
24 20100.
0 ZOD.O 20 200.0 200.0 200.0 2010 200.0 2010 ALUMINUM 6005-TS MULLION
36 200.0 200.0 2D0.D 200.0 191.4 167.5 15L3 248.9 ]34.0
48 2010 200.0 2010 167.5 143.6 125,6 113.5 111.7 100.5
60 2010 ZDD.0 160.8 134.0 114.9 1005 918 89.3 814
72 196.8 147.6 1198.4 64.4 73.8 66.7 65.6 59.1 Wl+W2
84 124.0 93.0 74.4.4 62.0 53.1 46.5 42.0 413 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.8 415 35.6 311 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21919.4 17.5
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC
QUALIFIED ANCHOR CLIPS S. ANCHOR EQUIREMENTS CLIP DIMENSIONS.
•WOOD:N14 WOOD SCREWS
•CMU:1/4"TTW TAPCONS
•
CONCRETE:1/4"ITW TAPCONS
on 6. INSTALIMT AL:1/4'SELF-DRILLING SCREWS(GRADE 5)
SUBS13/4" U-CLIP a o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
ALUMINUM 6005-TS
0 0
F.-
0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
CONNECiONS UWON 2n X 511 X 13/411 L-CLIP •METALANCHORSSHALL HAVE AMIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEELSHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063 TS.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
�'� REVISIONS EMWW ANe�oTfna•vlv�s
rp
Eastern E� N�w• Y
O O O .2`•f -•.�O i f.'...••.w..."a...w.i�voo:: 1W1 RSJL ICAYE
w.MUM�w {T YTf0.5,fLam+.
1dA-101atW
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP � 7 - me
TYPES AND DIMENSIONS. 0 0 0 =*' *= HVHZ CUPPED ALUMINUM TUBE MULLIONS
T T LY ]VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 3 1/8"HEAVY MULLION
1• n
1, 0,�.. P,••••Ww ogre oNAwN ev:
1015/32 X 13/4 H-CLIP FS•• .• �,.�'�.� 12 13 T1H
ALUMINUM 6063-T6 ��,? f)�pf N`��� DpAw 10m B F5eEECERTIwaieoi
fC 399 E43T PA-0003 N.T.S. ® Al f W U10NN0.2957!
SHEET. REV:
FVC WT.W ANMofOullmf Ns msn °ATE ° �� 7 OF 11
MULLION
DESIGN PRESSURE LI MTS FOR MUWON:1°x4"-ONE-WAY MUWONS 1.000"
SPAN'L' TRIBUTARYWIDTH'UP IN. - I MULLION
IN.) 18 24 30 36 42 48 S3.12S 54 60
24 200.0 200.0 7000 2000 2Do.0 200.0 200.0 700.0 2000
36 200.0 200.0 2000 2000 2000 2000 2000 200.0 '200.0 0.250"
48 2000 200.0 200.0 200.0 200.0 2000 2000 20D.0 2000
60 200.0 200.0 2000 2000 200.0 2000 2000 200.0 7000
72 2000 200.0 7000 1815 1616 147.9 139.7 198.6 1326 4.000"
84 200.0 159.9 130.4 11L2 980 B&S 8LS 817 76.7
96 .1401 106.3 863 73.2 681 578 53.1 ss 4&a ONE-WAY MULLION.DIAGRAMS
108 9&1 742 601 S08 443 39.5 363
DESIGN PRESSURE MIS FOR MUW ON:V x W-TWO-WAY MUW ONS '
SPAN'L' TRIBUiARYWIDTH'W IN. MULLON
0.250"
IN. 1H 24 30 36 42 48 53.125 S4 60 MULLION .,
za za200.0 200.0 2011020D.0 280.0 zaoo 2880 ZDno 2080 1"
-X 411 MULLION J- .
36 2000 2000 200.0 2=0 2000 200.0 2000 2000 19&5 ALUMINUM 6005-TS
48 2000 -2000 2000 701).0 7000 186.1 16&1 .165.4 14&9 '
60 2000 200.0 2000 198.5 1701 148.8 1345 1323 119.1
72 2000 200.0 1966 1618 140.4 1229 111.0 1002 983
84 2000 154.7 1219 103.2 88.4 77.4 69.9 68.8 6L9 TRIBUTARY WIDTH= Wl+W2
96 138.2 ].03.7 . 82.9 69.1 59.2 51.8 468 461 415 2
108 97.1 72.8 58.2 4&5 416 - 364 329 324 29.1 - - -
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.,
S. ANCHOR REQUIREMENTS:
•WOOD:B34 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:2/4"ITW TAPCONS
QUALIFIED ANCHOR;CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADES)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.2/2"&EDGE DISTANCE OF 1'.WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-3/4'&EDGE DISTANCE OF 2-1/2",CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCRIRE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS,
0 0 0 0
0 0 0 0
2".X 4"X 3 3/8" L-CLIP ..� S F. '��ii REVISIONS �e,cm,�aa•,crnauasre u
Eastern
81/4" X'3 3/8" H-CLIP �° �� ° WTEMLETALEYMY
ALUMINUM 6063-T6 ��`kiQ,••• 5. 'A '� awivw Emco
"MUST BE USED IN PAIRS ALUMINUM 6063 T6 � Z:• .0 � .s,+✓-A>r•:'i�,A:a;^�� nUMMM"ll
- •;* Tme, HVHZCLIPPEDALUMINUMTUBE MULLIONS
'
b T ?0;z VERTICAL AND HORIZONTAL CONFIGURATIONS
11 W+ 1"x4'MULLION
NOTE:SEE SHEET 3 FOR SPECIFIC CUP ���pc� •• P:•'• � oae oaAwNer, vxEvwmer.
•• C3z 02/05/13 T1H awmwaDROPS,INC
TYPES AND DIMENSIONS. �i FS•" ,N B-17IGNI: sc .
�w R m .PA-0003 N.T.S. •Il6 wn vo1"01"1 01
',ere:mina as mL=57•, ar wre ossa:vnw acv 8 0F 11
DESIGN PRESSURE LIMITS FOR MUWON:Y x 4"-ONE-WAY MULLIONS MULLION
SPAN'V TRIBUTARY WIDTH'W IN. 2.000"
IN. 18 24 30 36 42 48 53.125 1 54 60 MULUON
2A 2000 200.0 2000 200.0 200.0 200.° 200.0 20°.0 200.0
36' 2000 2000 2000 200.0 280.0 200.0 200.0 20°.0 200.0
48 20D.0 200.0 2000 200.0 2.00.0 2000 20°.0 200.0 200.0
60 2000 20D.0 200.0 200.0 2000 2000 200° 2000 200.0 0.250"
72 200.0 2000 2000 2000 200.0 197.0 18&0 186.8 ]80.1
94 2000 200.0 195.1 166.4 146.6 132.5 1235 122.2 114.8 4.000" - _ -
96 200.0 159.0 229.1 UA95.9 8S9 79.5 78.5 73.0
106 146.7 111.1 89.9 76.0 66..2 59.1 54.4 53.7 1 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UNITS FOR MULLION:2"x e-TWO-WAY MULLIONS
SPAN'L' TRIBUTARYWIDTH'iM IN.
IN. 18 24 30 36 - 42 48 53.125 54 60 MUWON
24 2°0.0 2000 200.0 200.0 2000 200.0 2000 200.0 20D.0 0.250" MULLION
36 210.0 200.0 200.0 2000 2=0 2A.0 200.0 200.0 2000 2"X<4"MULLION
48 200.0 200.0 2W.0 2000 2xLO 197.0 17&0 175.1 157.6
60 • 200.0 2°0.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-TS
.XL 2x10 2x10 2W.0 175.1 150.1 131.3 119.7 116.7 105.1
84 20.0 2000 •180.1 150.1 128.7 112.6 101.7 IW.1 901 JII.
2
2x).0 155.1 126.1 103.4 8&6 77.6 701 6&9 620 001+002
108 145.2 708.9 87.1. 72.6 622 S4.5 49.2 4&4 43.6 TRIBUTARY WIDTH e 2
TWO-WATMULLION DIAGRAMS
TABLE NOTES:
7.. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
■WOOD:#14 WOOD SCREWS
-CMU:1/4"RW TAPCONS
QUALIFIED ANCHOR.CLIPS PS -CONCRETE:1/4"ITW TAPCONS
-METAL:1/4"SELF-DRILLING SCREWS(GRADES)
S. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
-HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTMC9D.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METALANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK AWMINUM 6063 T5.
0 0 0 0
2"'X 4"X'3 3/8" L-CLIP
ALUMINUM 6063-T6 ��� E$F. I�� REVISIONS �� FA•rErD+Aa pr•r IFfi
"MUST BE USED IN PAIRS �J e� , �i� f Eastern; EASMRN METAMMY
UM1DOMIM AM
k''r6.""7Wl.00w::..� ems FtMftP.%R339U
M IdIF�Ot.71ED
?* T fPTam
* HVHZCUPPED ALUMINUMTUBEMULLIONS
NOTE:SEE SHEET 3 FOR SPEgFIC CLIP ? :- T T t VERTICALANp HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. 2"x 4"MULLION
i�,n DAre otuwN er. F
TJH �A DlxuxrAtgtortDK
4D� � PA-0003 ouvimma N.T.S. 11011 Aum ovinor xo usn
fiNFEf: xElf: U-'.
Few Emr.of utv,DDintot uD,vma 0.r ogre oescamont eEv 9 OF 11
2'000" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:2'x 6"-ONE-WAY MUW ONS
SPAN'V 7MBUTARYWIDTH'W'IN. MULLION
IN. 18 1 24 30 36 42 48 53.125 54 60
24 200.0 21)00 2010 2000 2010 200.0 200.0 2000 200.0
36 2010 2000 200.0 2010 200.0 200.0 2000 2000 2010 0.250"
48 200.0 2000 2040 200.0 200.0 2000 200.0 2000 200.0
60 200.0 2010 2010 200.0 200.0 2000 200.0 200.0 2000
72 2000 2000 2000 200.0 200.0 197.0 188.0 18fi8 180.1
84 2000 200.0 2000 19LO 17LS 157.6 148.7 147.5 1401
95 2010 2DO.O 1868 16L6 144,1 13L3 MO 22L8 114.6 ONE-WAY MULLION DIAGRAMS
108 2010 197.0 1 162.7 1 1401 1 124.2 112.6 So4.9 103.8 97.0 6.000° .
DESIGN PRESSURE UMITS FOR MUWON:2'x6'-TWO-WAY MULLIONS MUWON
SPAN'V TRIBUTARYWIOTH'1M IN. MULLION
IN.) 18 1 24 30 36 42 48 53.125 54 60
24 200.0 2D00 2000 2000 200.11 2010 2000 2010 2010
36 200.0 200.0 2010 200.0 200.0 200.0 2000 200.0 200.0
48 2000 200.0 2010 2000 200,0 197.0 17110 175.1 157.6
60 -2000 2010 2010 2000 1110.1 157.6 1414 140.1 126.1
72 200.0 200.0 2000 175.1 150.1 13L3 118.7 116.7 105.1 0.250°
84 2000 2000 1801 150.1 128.7 1116 SOL7 100.1 901 .2
95 200.0 197.0 157.6 13L3 UL6 985 89.0 87,6 78.8 211 X 6"MULLION -
HM 2000 275.1 1401 11&7 100.1 .87.6 1 79.1 -77.8 70.0 ALUMINUM 6005-T5 'VYO-WAY.MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED.ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
-WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 O 0 O •CONCRETE:1/4"TTW TAPCONS
-METAL:1/4"SELF-DRIWNG SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
-WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.-O.55.
-HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
-CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
-METAL ANCHORS SHALL HAVE AMIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
2"x'411 X 5 3/8" L-CLIP o+` F. ���, REVISIONS IAWM,� �
OF
ALUMINUM 6063-T6 � es , Easirern EAc�Nu ALLY _Y
"MUST BE USED IN PAIRS �Z��� '�'PO,'�� i�o v�•„",� U?41 =x
FTNl9ZWle Ml2
7 �m+°imec
HVHZ CUPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3FORSPECIFICCLIP - T / VERTICAL AND HORIZONTAL CONFIGURATIONS
%TYPES AND DIMENSIONS. fit`'•. C P:'•=���� o WE WgOX x 6"M rnEvON an
�i�tcs+•• Cj�,�� 02 05 13 T1H f
owwMa NQ Z17- t wn oMOO N0.2
PA-0003 N.T.S. � EMrsnl�°NuNo°an/
swc'mr.-r 4unnnr�m/nalF7q . -Y wre oFsewanox �' 0 OF 11 °cvr
111////O/////////////WIN,I % 1/
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Florida Building Code Online llttps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=;,,vG...
rnrmag �
'BCIS Home 1 Lag In User Registration Hot Topit's Submit Surcharge Stats&Facts Publications ! Contact Us BCS She Map i U,*s f Search
Florida
"'.r , USER P blic User oval
i '�rrrc�:;m
product Anpmval Menq>Product or Application Search>App&atipn List>Application Detail
.�.� JAN S
FL# FL27113-R1
Application Type RevisionPermitting
Code Version 2017 ' LUCie COLlntyr
Application Status Approved
*Approved by 68PR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived t "� ,
Eastern Architectural S ms f, 4 P,r Y
Product Manufacturer
Address/Phone/Email 16341 Domestic Ave,
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature* James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Stapdard Vear
AAMA/WDMA/CSA JOi/I.S.2/A440 2011
AAMA/wDMA/CSA 101/I.S.2/A440 2008.
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 203; 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL27113 RS Eouiv EERNo2548 Revi Serles650 SGD ss,Ddf
I of 3 11/7/2018;9;10 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi`_app_dtl.aspx?param=wG...
Product Approval Method Method 1 Option A
Date Submitted 09/13/2018
Date Validated 09/19/2018
Date Pending FBC Approval
Date Approved 09/24/2018
Summary of Products
FL# Model,Number or Name Description
27113.1 Series 650 Multi-Slide/Pocket Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Non-
Vinyl Sliding Glass Door Impact and Non-HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL27113 R1 C CAC NI013954.01 odf
Approved for use outside HVHZ:Yes FL27113 Ri C CAC NIO13954 02 odf
Impact Resistant:No FL22115 RIC CAC N1013954 03 pdf
Design Pressure:N/A FL27113 RI C CAC NI013954 04 odf
Other:See Installation Drawing for Design Pressures FL27113 R1 C CAC NI013954 08 odf
of Various Door Sizes and Sill Heights. FL27113 RI C CAC N1013954 odf
Quality Assurance Contract Expiration Date
03/31/2021
Installation Instructions
FL27113 R1 1I EAS0006 RevA Series 650 SGD ss odf
Verified By: Robert J.Amoruso;PE FL PE No.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL27113 R1 AE PERNo2548 Revl Series65O SGD ss odf
Created by Independent Third Party:Yes
27113.2 Series 650 Multi-Slide/Pocket Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Impact
Vinyl Sliding Glass Door and Non-HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL27113 R1 C CAC NI013954 OS odf
Approved for use outside HVHZ:Yes FL27113 RI C CAC NI013954 06 DdF
Impact Resistant:Yes FL27113 RI C CAC NI013954 07 odF
Design Pressure: N/A FL27113 Rl C CAC NI013954 09 Ddf
Other:See Installation Drawing for Design Pressures Quality Assurance Contract Expiration Date
of Various Door sizes and Sill Heights. 03/31/2021
Installation Instructions
FL27113 R1 II EAS0006 RevA Series 650 SGD ss.pd
Verified By:Robert J.Amoruso,PE FL PE No.49752
Created by Independent Third,Party:Yes
Evaluation Reports
FL27113 R1 AE PERNo2548 Rev1 Series650 SGD ss.pd
Created by Independent Third Party:Yes
27113.3Series 650 Multi-Slide/Pocket Series 650 Multi-Slide/Pocket Vinyl sliding Glass Door-Impact
Vinyl Sliding Glass Door and HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes, FL27113 RI C CAC NIO13954.10.odf
Approved for use outside HVHZ:Yes FL27113 RI C CAC NI013954.11.odf
Impact Resistant:Yes FL27113 R1 p
C CAC N1013954.12. df
Design Pressure:+70/-70 Quality Assurance Contract Expiration Date
Other:See Installation Drawing for Design Pressures 03%31/2021.
of Various Door Sizes and Sill Heigh.ts. Installation Instructions
FL27113 RS 11 EAS0007 RevO Series 650 SGD HVHZ ss odf
Verified By: Robert J.Amoruso,PE FL PE No.4975.2
Created by Independent Third Party:Yes
Evaluation Reports
FL27113_RI_AE_PERNo2548 Revi Series650 SGD ss.ndf
Created by Independent Third Party:Yes
27113.4 Series 7000 Multi-Slide/Pocket Series 7000 Multi-Slide/Pocket Aluminum Sliding Glass Door-
Al4minum Sliding Glass Door Impact and HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL27113 R1 C CAC NI014145.01.odf
Approved for use outside HVHZ:Yes FL27113 R3 C CAC N1014145:odf
Impact Resistant:Yesnce Contract Expiration Date
Design Pressure: +60/-60 04/30/2022
Other: Ins a a :on nstructions
2 of 3 11/7/2018,0:10 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi�_appjtl.aspx?param=wG...
FL27113- RI 11 EAS0009 Reyl) Series 7000 SGD--H-VHZ Stj)d
Verified By: Robert 3.Amoruso FL PE 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL27113, R1 AE PEM2571 RevO Serfev70.0.0 SGQ ss.ndf
Created by Independent Third Party:Yes
- —
..,kFN—.!.—tl
Contact us::2601 Egair Stone Road,Tallah§sseeFL 12399 p�igne:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida..:Privacy Statement::Arles bl[WStatement:.-RerundStatement
Under Florida law,email addressesare public records.if you do not want your e-mall address released In response to a public-records request,do not send electronic
mad to the entity.Instead,contact the of by phone or by traditional mail.If you have any questions,Please Contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,efrective October 1,2012,licensees licensed undpr Chapter 455,F.S.must provide the Department with an email address ir 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 pubic.,To determine If you are a licensed under Chapter 455,F.S.,
please clickh=.
Product Approval Accepts:
F-M Wj F9_1 F]M
Credit Card
Safe
3 of 3 11/7/2,018,9:10 AM
Product Evaluation Report
Rule 61G20-3 F.A.C. ) Report No. 2571 ( Project No. 417-1102 1 9/13/181 Page 1 of 2
Product Manufacturer Product Name. Model and/or Description
Eastern Architectural Systems Series 7000 Multi-Slide/Pocket Aluminum Sliding Glass Door-HVHZ
16341 Domestic Avenue
Fort Myers, FL 33912
Code: Current Edition of the Florida Building Code including the 61h Edition(20178)Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(1)(p)—Certification Mark or Listing
Product Name, Model and/or Designation;Test Report No.; and Installation Drawing No.:
• Series 7000 Multi-Slide/Pocket Aluminum Sliding Glass Door—HVHZ
o Blackwater Testing Inc.Test Report No.BT-EMS-17-003,dated 6/18/18 and Associated laboratory
drawings,signed and sealed by Constantin Bortes,FL P.E.License Number 77915 on 6/18/18.
o. PTC Product Design Group Drawing No.EAS0009,Original Issue,dated 9/6/18,signed and sealed by
Robert J.Amoruso,P.E.,FL License Number 49752
Equivalency Testing& Evaluation, Engineering Analysis It Evaluation:
• PTC Report No.2571,,Rev.0,Eastern Architectural Systems,Series 7000 Multi-Slide/Pocket Aluminum Sliding Glass
Door Anchorage Engineering,signed and sealed by Robert J.Amoruso,P.E.,FL License Number 49752 in
accordance with the current edition of the Florida Building Code.
Performance Testing:
io Performance Standards used in testing,HVHZ locations:
o TAS 201-94
o TAS 202-94
o TAS 203-94
Component Certification and Code Conformance:
• Laminated Glazing Interlayer
o Eastman Chemical Co.Saflex PVB interlayer code conformance per the issued Miami-Dade Notice of
Acceptance(NOA)No.17-0712.05 or current MD NOA to the 6th Edition(2017)Florida Building Code.
Limitations Et Conditions of Use:.
• This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
• This product has been tested with impact resistant glazing and can be used in wind borne debris regions including
the HVHZ without additional impact protective devices.
• Product Glazing Details
o This product's exterior sacrificial lite of the Laminated IGV uses tempered glass thus meeting the
requirements of the HVHZ.
o This product's glazing is exterior glazed using Sikaflex-552.A Snap-In Aluminum Glazing Bead with
weather-stripping is also used.Glazing Gaskets are NOT used.
o Setting block requirements are covered in General Note 12 of Drawing No.EAS0009.
• Refer to Product Installation Instructions noted above:for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components,accessories,etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
/w/IL 321-690-1788 1 FBPE Certification of Authorization No. 25935.
Product EvaK ati Report_
Rule 61G20 3 F.A.C. ] Report No. 2571 1 Project No. 417-1102 1 9/13/181 Page 2 of 2
« Site wind pressures shall bedetermined byalicensed professional engineerinoccor ancewiththe*urrenteUition
ofthe Florida Building Code and/or ASCE 7'1Vfor components and cladding based onallowable stress design.
° Site conditions not covered inthis product evaluation document are subject tuadditional engineering analysis bym
licensed professional engineer or registered architect as required by the authority having'jurisdiction.
° Adequacy ofthe existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
mgiatenodarch|tectoctingasthedesignprofessiona|qfecnpdfor1hepnojectofinstuUation..
Certificate ofIndependence per Product Approval 041111111 Digitally signed
Fu &�� '�.��
� � by
Robert
J.
PTC Product Design Group,LLC and Robert J.����E. N 49762
does not have,nor will acquire,any financial inteoeot in the �mKruso, P.E.
company manufacturing urdistributing produrt(s)covered
Date: ,-�� -
' ��1 ��,��~� �
P���u�D�(QnGmu�UIand Rnbe�].Amoms�P.E. �~ ' — -- ' —
donn$have nor will acquire any financial interest|nany 17:21 :02 ~04'00'
other entity involved in the approval process ortesting of
the puoduct(,$)covered bythis Product Evaluation Report. Evaluated By:
Roberti.Amoruso,P.E.
|
Fl.P.[.UcenseNumber 4975Z
PTC
Product Design Group, LLC \ PQBox 5IO7T5 \ Longwood, FL 32752-0775
EASTERN ARCHITECTURAL SYSTEM
.a
SERIES 7000 MULTI-SLIDE/POCKET ALUMINUM SLIDING GLASS DOOR - HVIIZ n
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES: - ~
1. THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN INSTALLATION NOTES:
LU
IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,ANCHOR EMBEOMENT AND EDGE 0
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).PERFORMANCE STANDAR DS USED IN TESTING FOR DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM.BRICKVENEER AND SIDING. Q-
I LOCATIONS WHERE TAS 201.87,TAS 202-94 AND TAS 203-97
2. SEE INSTALLATIONANCNOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF Ali AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS.INCLUDING
2.THE PRODUCT:DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT IN70 SUBSTRATE AND MINIMUM EDGE DISTANCES.
NCTL-210-40SUTA AND ASSOCIATED LABORATORY DRAWINGS 13Y BLACKWATER TESTING,INC. 2.1.. EDGE DISTANCES SHALL BE MEASURED FROM CENTERUNE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR a
EXTERIOR OF THE FENESTRATION PRODUCT.
3.THIS PRODUCTCAN BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZJ. 22. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAW WIND FORCE RESISTING SYSTEM SUBSTRATE N
2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF.A CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. In
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING SUBSTRATES AS A MAINO
WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 3.. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OFTHE FLORIDA W o .0 S
TO THE FOUNDATIONISTHE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED BUILDING CODE FF LL
ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. >jT.N g-Z
4, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED AS DEFINED IN THE 7D.Z y'U -ie
'
S.IXAND2X8UCKS(WHEN USEDI SHALL BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS CURRENT EDITION OF THE FLORIDA BUILDING CODE j O ;J
TO THE STRUCTURE.BUCK OESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED Q n J N -
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD S. INSTALLATION DETAILS 7 V =
FOR THE PROJECT OF INSTALLATION, 5.1. SEE SHEETSS AND a FOR ANCHOR LAYOUT ELEVATIONS U.F W o.�
52. SEE SHEETS'7,B.S.10AND 11 FOR SECTION VIEWS OF SPECIFIC ANCHOR INSTALLATION DETAILS; W V)K D
B:THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GUIZWGSHOWN IN OETAILA&BON to-Lu g m ¢ z
SHEET I1 FOR LARGE MISSILE IMPACT(SMALL MISSILE IMPACT ENVELOPED)IN THE HIGH VELOCITY 6.TWO(2))NSTAUARON ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS SAND 6.ONE INSTALLATKON ANCHOR S REQUIRED AT =O> O )
HURRICANE ZONE(11VNZ).WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION .FJ�CJ/ANCHOR LOCATION SHOWN ON SHEETe ATTHE POCKET HOOK. �pFgO �'d� 2
REQUIREMENTS EXIST,THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION. Of ENTAND EDGE DISTANCE O 2 i
7.ANCHOR 1.1, THE NUMBER OF INSTALLATION IES AND SPACING if EANCHHOORS S BASED ON THE MAXIMUM END DISTANCE(EDI AND THE MAXIMUM ON CENTER(D.C.)SPACING PLACEMENT. Li r0 O °I
7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL OF ANCi/ORS W ACCORDANCE WITH ELEVATIONS ON SHEETS 6 AND S.
W 52 I
ENGINEERING ANALYSIS BVA LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED F Q
BY THE AUTHORITY HAVING JURISDICTION. 72. END DISTANCES ANO O.C.SPACING LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS S AND 6 ARE ACCEPTABLE.
7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING ¢ Ita Ifi
8.MATERIALS REQUIREMENTS. 1U uuo77 a [&
So. 'FRAME MATERIAL:606178 ALUMINUM 7A ANCHOR QUANTITIES AND SPACING SHOWN ARE BARED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BYLOADWGAT-DESIGN � i
62 LAMINATED GLAZING INTERLAYER:EASTMAN CHEMICAL CO.SAFLEXPVA PER APPROVED MUMI-RADE PRESSURE101-
N r 7/O f
NOTICE OF ACCEPTANCE(NDA)NO,17-0712.09 OR CURRENT MD NOA 7.5. CLUSTERED ANCHORSAT PANEL INTERLOCpNGrttEETING STILES AT 3-EITHER SIDE OF CENTERLINE ON ELEVATIONS ON SHEETS -p`p '. O
8.3. GLASS MEETS THE REQUIREMENTS OF ASTM El 300
AND EXCEEDS THE DESIGN PRESSURES SHALL BEMANTAINED FORALL APPROVED CONfIGURATIONSSHOVM.ON SHEET53 AN04: �I I
BELOW. �7,6. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. •y 'i Z
U J b
6. MAXIMUM ALLOWABLE SHIM THICKNESS S 114 INCH.SLIM WHERE SPACE 01 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF WOODS
B.DESIGNATION"X7 STANDS FOR OPERABLE PANEL AND"i STANDS FOR FUIA
ND PANEL COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL
.W it �wz
IMINTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE 9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS =b CINI
DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY.WATER PROOFING OF THE INSTALLED DOOR S NOT d
PART OF THIS INSTALLATION CERTIFICATION..THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHOR$$KILL NOT
ANDIOR THE INSTALLER. BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE MTALJ-AT70NANCHOR SCHEDULE ON SHEET 2.
11.APPROVED CONFIGURATIONS:SEE SHEETS 3 AND 4.
12.ALL SETTING BLOCKS SHALLRE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUDDING TABLE OF CONTENTS
CODE SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER, SHEET SHEET DESCRIPTION
1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS
PERFORMANCE RATING 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE
MAXIMUM FRAME AND GLAZING OETAIL DESIGN 3 APPROVED 2-TRACK PANEL CONFIGURATIONS AND JAMB&STILE CONDITIONS -
CONFIGURATION TRACKS PANELSIZE (SEE SHEET II) SILL RISER PRESSURE IMPACTRATING Ammuso,P.E
pdpp
(PSF) 4 APPROVED 3&4-TRACK PANEL CONFIGURATIONS AND S71LE CONDITIONS RcbCNIJ J.
A No.4S762
5 4-TRACKXXXXIXXXO DOOR ELEVATION-ANCHOR LAYOUT tU:'g /,'
M i
19Z'X9WFRAME 3'&4'ARE '[.,
4 PANEL(1) 4(11 -A"D •� IARGEMIssILE 6 4-TRACK XXXX POCKET DOOR ELEVATION-.ANCHOR LAYOUT ��' ■ •s>7a,'+;b
43114'x 96'PANEL OPTIONAL
(2
SMALL MISSILE 7 ELEVATION-VERTICAL AND HORIZONTAL SECTIONCALL-OUTS.
ENVELOPED) ;904,,661.E�Of
4 PANEL POCKET 194'x96'FRAME(3) 3"A4'ARE NOA,o!ldg
DOOR(1)„ 4 L1) 90 7/a-x 9S[PANEL AOf B OPTIONAL(2) +1430 8 2,3&4-TRACK VERTICAL CROSS SECTIONS
9 2,3&4-TRACK HORIZONTAL CROSS SECTIONS.
NOTES
10 2,3&4-TRACK HORIZONTAL CROSS SECTIONS Digitally.`signed_by
(1)SEE SHEETS 3 AND 4 FOR ALL APPROVED CONFIGURATIONS ENVELOPED BY ABOVE. 1� p C
(2)OPTIONAL SILL RISERS(SHEET 11)NOT USED IN TESTING.DESIGN PRESSURE BASED ON SILL'TRACKS SHOWN IN SECTION 11 '2,3&4-TRACK HORIZONTAL CROSS.SECTION;OTHER DETAILS&GLAZING DETAILS Robert J.Ambru'O;P.E:
VIEWS ON SHEET S. '��T1 tY11 p (]-1
(3)POCKET DOOR FRAME WIDTH IS NOMINAL JAMB TO HOOK STRIP WIDTH.AS-TESTED WIDTH IS 207-112'INCLUDING POCKET. 12 BILL OR MATERIALS Date."GV 1$.0 7.13
OVERALL THEREF00.POCKET
90ME VOARIATION INCLUDING
BEDIEXPECTED.MAXItdUM PANEL WIDTH AND HEIGHT CANNOT BE EXCEEDED.TILLLATION; ,��.2n.�,1 _04W'
INSTALLATION ANCHOR SCHEDULE
FASTENER HEAD NIANUFA[TURER AND/OR' MIN. MIN.EOGE- .ANCHOR CAPACITIES BASED
r a
TYPE FASTENER SIZE - SUBSTRATE(4) fRAMECOMPONENT SPECIFICATION EMBEDMENT(IN) DLSTANCEIN ONn
PANHEAD CONCRETE
HEAD.'-SILL AND IAMBS- ITW TAPCONS(1) 11-1[2 2 -MIN.2500 PSI CONCRETE U
w
OR `1/4 .STRENGTHCONFORMANCETO
HIX,HFAD MASONRY JAMBS ONLY 17W TAPCONS,(1) 1 2 ASfMC•90,MEDIUM.WEIGHF, d
{BLOCK/CMU) DENSITY>.117 PCF.. -
PAN;HFAD No.-14 HEAO,SILLANDJAMBS ANSUS19.6.1(WOOD SCREW)(2) 1.1%2 WOOD WITH A MINIMUM
' '1- -
- - ASME818.6A.(iAPPIN6SCREW)`(3) ,- �SPECIFICGRAVITVOFOA2
- - - F -
NOTES, rc m
1),WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLAII ON,TH&SHALLEE THE ADVANCED THREADFORM TECHNOLOGY TYPE. "-
,2)FOR WOODSCREWINSTALLATIONINTOWOODSUMTRATE,IFSPLITTINGISACONCERN;DRILLO.149-PILOTHOLE(DRILLSIZE25). >>-ni"� ¢�` N
3)FOR WOOD SCREW INSTALLATION INTO WOODSUBSTRATE;IFSPUTO !
NGISACONCERN,DRILLO,161-PILOTHOLE(DRILLSIZE20). - ZI,�',
4'FORCONCRETE/CMUSUBSTRATES,1%WOO°BUCKISOPTIONAL - .0 us 3
. j :vf o w
www .e w
INTERIOR ._o
W '
:MIN: -1
EXTERIOR EMDEaMt;NT
MIN. W J g 9j
EDGE e 1 y ` e III
DISTANCE'
INTERIOR
' MIN.
EDGE
MIN: _ DISTANCE _ _
EMBEDMENT .. '� :
ROKriJ.Am=W.P.E.,
EXTERIOR T FW"P.E.N%49752
MIN:
—•I EDGE.- EDGE,
DISTANCE DISTANCE z' os ��
�yp10NAE�o�F.
FRAME ANCHORAGE MI.NIMUM'EMBEDMENTAND"EDGE DISTANCE
2-TRACK SHOWN.APPLICABLE TO 3&44RACKS. Digltau signed_by
THROUGH•FRAME INSTALLATION Robert J..Arroruso,F;E
APPLICABLE M IIEAD''SILI:(SHOWN)AND JAMBS_(SHOWN)
D8t2'?ZU I$:U9.13
17:29:28=04'00'
2-TRACK UNITS. INCLUDES OPTIONAL APPROVED PANEL CONFIGURATIONS
K UNITS. CIA
SINGLE POCKET. 11.127 IINNCLUDES SINGLE AND DOUBLE POCKETS. G a
1.2. INCLUDES THE FOLLOWING STILE CONDITIONS.
BYPASS STILE,OFFSET BUTTSTILE AND STANDARD BUTTSTILE ALLOWED 1.2.1. STANDARD BUTTSTILE(CENTER MEET) I
1.2.2_ OFFSET BU7TSTILE .a
1.2.3. BYPASS STILE #
1.3. PANEL CONFIGURATIONS
1.3.1.
XO U
1.3.2. OX W
3.39. XX
1.3.4. OXO
1.3.5. OXO n•
O X o O X O ii:i: 1°oDOoc°
Q. 2. 3-TRACK UNITS.
2.1. INCLUDES SINGLE POCKET. z
2.2. INCLUDES THE FOLLOWING STILE CONDITIONS. 44
2.2.1. STANDARD BUTTSTILE(CENTER MEET) g E m a
2.2.2. OFFSET BUTTSTILE UI i
OX(SHOWN)/XO OXO 2.2.3. BYPASS STILE o o
22.2. PANEL CONFIGURATIONS > N y °�g
1.1. XXO
Z
2.1.2. OXX
2.13. X00 <2 p m a $
2.1A. COX U a s
2.1.5. XXX
LLI
2-TRACK UNITS. INCLUDES OPTIONAL 3. 4-TRACK UNITS.INCLUDES SINGLE POCKET:
Dom Z
1.2. INCLUDES THE FOLLOWING STILE CONDITIONS. K O F- o
Q�K�F 7
SINGLE AND DOUBLE (SHOWN) POCKETS. I23. STANDARD BUTTSTILE(CENTER MEET) Zc�U�R 3
2.2.2. OFFSETBUTTSTILE ,�,7 m
2,2.3. BYPASSSTILE F
BYPASS STILE,OFFSET BUTTSTILE AND STANDARD BUTTSTILE ALLOWED 2 o g6
.3. )0= 9
2.2. OxxxeC
2.3. xxxO W 2 d a
APPROVED JAMB
F-'
o x x o x x x X o CONDITIONS
a
g �
OXXO XXXX
POCKET HOOK JAMB
APPROVED'STILE CONDITIONS' RoamL l•Amonm P.E
SEE PAGE•3 FOR JAMB AND POCKET HOOK STRIP DETAILS Flwka P.E.No.49752
"Digitally
OFFSET BUTTSTILE STANDARD BUTTSTILE BYPASS STILE s r signed by
Robert J.
�4P•'`C 6'hg^�roq
Amoruso,
qq��••1JJ1 'I L��i.''IP.E.
.�€
Date
--.
2018.09.13
FIXED AND OPERABLE' OPERABLE PANEL 17:29:39
PANELJAMB (WITH HANDLE)JAMB oa'oo-
3-TRACK UNITS:.INCLUDES,OPTIONAL 4-TRACK UNITS. INCLUDES OPTIONAL.
a
SINGLE POCKET., SINGLE POCKET.:
r
BYPASS`STILE,"OFFSETBUTTSTII;E.AND STANDARD;BUITSTILEALLOWED BYPASS STILE,OFFSET BUTTSTILE"-AND STANDARD BUTTSTILEALLOWED:
' U
W
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Y. X X Q` V._ X O O l X X, X •O, ;
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N.
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XXO(SHOW. N)/OXX XO'O(SHOWN)/OOX XXXO(SHOWN)/OXXX. � y W
a oora
3-TRACK UNITS. INCLUDES-OPTIONAL 4.-TRACK UNITS. INCLUDES OPTIONAL
SINGLE:(EITHER SIDE) POCKET. SINGLE--(EITHER SIDE).POCKET.., �
BYPPiSSSTILE,'OFF$ET BUTTSTILE AND STANDARD,BUTTSTILE ALLOWED 'BYPASS STILE;OFFSET BUTTSTILE.AND STANDARD,BUT,CSTIt:E=ALLUWED
W W
x X X x X x X
0
XXX XXXX
APPROVED'STILE.CONDITIONS J. •P5,
FIow PE No:4975t
SEE PAGE-3 FOR JAMB AND POCKET HOOK•STRIP-DETAILS
OFFSET BUTTSTILE -STANDARD BOTTSTILE BYPASS STILE
=s an a op
.hWnniW .
lgitally si9no Oy Ro6hl
A no 1p
Oatc 3018.09.1317.29:S1.-04'00'
192" OVERALL FRAME WIDTH
o
3" 3" 3"' 3"
EXTERIOR
INTERIOR 6" R
2-TRACK
-15" 1S" 15" 15" 15" .95" 15"- 15"' 6"' ,
v
2-TRACKp 3-TRACK-4-4 ^ #
n:
3–TRACK 4–TRACKvJ—4, IU
EXTERIOR 4-TRACK HEAD SHOWN
ABOVE-0
°0 a.
/ N
N
S0 0
� MAXIMUM PANEL SIZE:
49-1/4" x 96"
w MAXIMUM DLO SIZE: z 5 5 550P
43" x 86-3/4" p 'n w w w
csio�aa t2 0<
z' 1
tL ED �oM
wz
X X X X a zu 8. 90
zea�
0 a o p
W a
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Y q
INTERIOR: 4-TRACK SILL SHOWN BELOW
2–TRA
3-TACK ' P- I
- -
4-TRACK,
EXTERIOR SERIES MULTI-SLIDE 7000 SLIDING GLASS DOOR
Robert J.A—.
XXXX/XXXO 4-TRACK SYSTEM SHOWN FW1d.P–Nu.4W52'
(SEE SHEETS 3 AND 4 FOR ALL APPROVED CONFIGURATIONS) Digitally
EXTERIOR ELEVATION
signed by
INSTALLATION NOTES: i Robert I
3. APPROVED CONFIGURATIONS �r""�" � Amoruso,-
3.1. SEE SHEETS 3 AND 4 FOR ALL APPROVED CONFIGURATIONS, nsM
1. DOOR ANCHORAGE 31 '4-TRACK,4-PANEL OPERABLE DOOR SHOWN ABOVE FOR INSTALLATION
I.I. •FRAME ANCHORAGE SHALL BE SPACED AS SHOWN IN HEAD,SILL AND.JAMB ILLUSTRATION.SAME ANCHOR°SPACING'SHALL BE USED FOR 2-TRACK'AND a F
ANCHORAGE LAYOUTS ABOVE. 3-TRACK DOORS, kM1ss°pw„ + Date: _
2. ANCHOR SPACING LOCATION TOLERANCES 3.3. SECTION VIE SOF 2-TRACK,3-TRACK'AND 4-TRACK SHOWN ABOVE FOR ”"u"�a"" 2018.0913-
2.1. ON CENTER(O.C.)SPACING ANCHOR LOCATION TOLERANCE IS+/-1". CLARIFICATION. 17:30:06
22. EDGE ANCHORS ARE 6"MAXIMUM AS SHOWN. 3.4. TWO ANC14ORS REQUIRED AT EACH ANCHOR LOCATION.
-04'00'
194" OVERALL FRAME WIDTH.
3" 3" 3" 3" 3" �3" 04
EXTERIOR a
INFERIOR 6" —15" —15," 15' 15" 15" 15` 15" 15" 1 6" ,2-MCK B
2-TRAC.:fr
3-TRACK-, c-k
3-TRA _ 4-TRACK-4—A � 1:1t
4-TRACK .INTERIOR' U
EXTERIOR 4:I:CK HEAD SHOWN ABOVE POCKET
O
K lY
n.
x
L2
Xf z
/ /�e N
MAXIMUM PANEL SIZE: _ ^
fF
a 50-3/4 x 96'
oo
x Lun�MAXIMUM OLD SIZE:
44-3/8' x 86-3/4w e U1=o B;
X X X X VU 10 F a
= YY
00
. x
4
W ` e
INTERIOR' 4-TRACK SILL SHOWNBELOW k
JAMB ANCHORS
2-TRA I
3-TRACK
TRXK - - POCKET HOOK
EXTERIOR STRIP ANCHORS
SERIES 7000 MULTI-SLIDE POCKET SLIDING GLASS'DOOR/XXXX 4-TRACK SYSTEM SHOWN
(SEE SHEETS 3 AND 4 FOR ALL APPROVED CONFIGURATIONS)
INSTALLATION NOTES: EXTERIOR ELEVATION RotartlA.o ,P.E.
3.1. ON CENTER(O.C)SPACING ANCHOR LOCATION TOLERANCE IS+/-I RWWB PE-No.48752
3.2. EDGE ANCHORS ARE 6"MAXIMUM AS SHOWN. Digitally
1. POCKET DOOR FRAMING 4. APPROVED CONFIGURATIONS
L1.. POCKET DOOR HEAD AND SILL TRACKS TO BE INSTALLED AT SUFFICIENT LI_NGTH 4.1. SEE SHEETS 3 AND,4 FOR ALL APPROVED CONFIGURATIONS. y
TO ACCOMMODATE FULL OPENING OF THE MULTI-SLIDE PANELSINTOTHEPOCKET. 42. 4-TRACK,4-PANEL OPERABLE POCKL`TDOORSHOWNABOVE FOR INSTALLATION 1signedb
12. POCKET'DOOR JM1B TRACK TO BE INSTALLED TO PROVIDE TERMINUS WHEN ILLUSTRATION.SAME ANCHOR SPACING.SHALL BE USED FOR 2-TRACK AND'3-TRACK Robert J.
h1ULTISLIDE PANEL�A
SRE OPENED INTO THE POCKET. POCKETDOORS.
1.3.. IN LIEU OF POCKET DOOR JAMB.TRACK,OTHERACCEPTABLE-AND SUITABLE
. 4.3, SECTION VIEWS OF2-TRACK,3-TRACKAND 4-TRACKSHOWN ABOVE:FOR 1 m0
TERMINUS MEASURES SUCH AS:BUMPERS CAN
HEUSED.INSTALLERSSHALL SEEK 'CLARIFICATION. 44y1�Q"O"P.E.
GUIDANCE FROM MANUFACTURER AS NEEDED. 4.4. TWO ANCHORS REQUIRED AT EACH ANCHOR LOCATION EXCEPT POCKET HOOK 9
3. POCKET'DOOR ANCHORAGL•• STRIP WHCIH REQUIRES ONE ANCHOR AT EACH LOCATION. pk loB,"o,A�`k: Date:
2,1. FRAME ANCHORAGE SHALL BE SPACED AS SHOWN W HEAD,SILL AND IAMB
ANCHORAGE LAYOUTS ABOVE. S. POCKET DOORFRAME WIDTH IS NOMINAL JAMB-TO-HOOK STRIP WIDTH,AS-TESTED .,sg%°"w3'a"r� 2018.09:1`34
WIDTII IS 207.12 INCLUDING POCKET'.OVERALL POCKET DOOR WIDTH INCLUDING
22. HOOK STRIP ANCHORAGE SHALL BE SPACEDAS SHOWN IN HOOK STRIP ANCHORAGE POCKET WILL VARY BASED ON PANEL WIDTH AND POCKET INSTALLATION-THEREFORE, I J:3021
LAYOUT ABOVE SOME VARIATION CAN BE EXPECTED.MAXIMUM PANEL WIDTH AND.HEIGHT CANNOT BE
3..ANCHOR SPACING LOCATION TOLERANCES EXCEEDED. -04'00'
s
194"OVERALL FRAME WIDTH POCKET
04
a
A NON-POCKET
w
Ix
n.
B p C5 s LL
CD N11
s 10 . ZW8� _2 o
W J W U
p
X X X Xyen 0
F W
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o zmo�o 3
rn C y'
OZ i HE
W a w F $ S
SERIES 7000 MULTI-SLIDE POCKET SLIDING GLASS DOOR/XXXX 4-TRACK SYSTEM SHOWN.
SIMILAR FOR NON-POCKET DOORS.NON-POCKET JAMB BREAK-OUT SHOWN.
(SEE SHEETS 3 AND 4 FOR ALL APPROVED CONFIGURATIONS)
EXTERIOR ELEVATION
-NOTES: I INSTALLATION DETAILS REMAIN THE,SAME FORALL APPROVED VARIATIONS OF R.WnJ.Aw so,P.E.
STILF.CONDITIONS,JAMB CONDITIONS AND TRACK CONFIGURATIONS LISTED ON Flanda P.E.No.48752
1. OPERABLE BY-PASS POCKET DOOR WITH'OPERABLE NON-POCKET JAMB BREAK-OUT SHEETS 3 AND 4.
SHOWN ABOVE. 4. POCKET DOOR FRAME WIDTH IS NOMINAL JAMB-TO-HOOK'STRIP WIDTH.AS-TESTED +ot c7enc�?%t
2. ASSOCIATED SECTION VIEWS ON SHEETS 8 THROUGH I I DETAIL INSTALLATION WIDTH 1S 207-12'INCLUDING POCKET.OVERALL POCKET DOOR WIDTH INCLUDING ��h:'-
INSTRUCTION SECTIONS FOR THE FOLLOWING IN 2-TRACK.3-TRACK AND 4-TRACK POCKET WILL VARY BASED ON PANEL WIDTH AND POCKET INSTALLATION. •lfl�++Wtry 2
CONFIGURATIONS. THEREFORE,SOME VARIATION CAN BE EXPECTED.MAXIMUM PANEL WIDTH AND 4sw cS,E op Az
R'
.2.I. HEAD ANDSILL WIGHT CANNOT BE EXCEEDED.
2_I:I. OPERABLE PANELS t~
44„y�N/.1,EN
22 JAMBS 'r
2.2.1. INOPERABLE(FIXED)PANELS
2.2.2. OPERABLE PANELS WITH AND WITHOUT HANDLES, Digitally slgned by Rol erlJ:
32.3. POCKET DOOR HOOK STRIP. Amoruso,P.E.
Date:201 8.09.13 17:30:38-04'00'
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INSTALLATION
S EXTERIOR INSTALLATION ANCHOR. N �
SUBSTRATE VARIES. SEE ANCHOR.SFE SUBSTRATE VARIES.,SEE' l7RER10R SUBSTRATE'VARIES.SEE INSTALLATION ANCHORS, c
EXTERIOR ANCHORSCHEDULEON ANCHOR' FINISH BY ANCHOR SCHEDULE ON SEE ANCHOR SCHEDULE FINISH BY ANCHOR SCHEDULE:'ON SEE ANCHOR'SCHEDULE 3
FINISH BY SHEET 2 FOR SCHEDULE ON OTHERS f-SHEET 2 FOR; ON SHEET 2 FOR OTHER HEFT 2 FOR ON SHEET 2FOR.
OTHER SHEET 2 FOR REQUIREMENTS. .REQUIREMENTS.
REQUIREMENTS. REQUIREMENTS. .. REQUIREMENTS. REQUIREMENTS. ,�..
F
1/4•MAX. ....... r- 1/4' MAX. °1/4' MAX. W
SHHIM SPACE - SHIM SPACE SHIM SPACE. 0
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DETAIL A SHOWN. LAMI SHOWN. LAMI.GLAZING.DETAIL .SHOWN. LAMI GLAZING;DETAIL w[~il :O
GLAZING DETAIL B. B.APPROVED.SEE SHEET 11. B,APPROVED.'SEE SHEET I1. Lu Lu o
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SUBSTRATE VARIES.SEED - ,SEE-ANCHOR'SCHEDULE EXTERIOR'... ANCHOR SCHEDULE ON SEE ANCHOR SCHEDULE J.... ANCHOR SCHEDULE ON
ANCHOR SCHEDULE ON ON SHEET 2 FOR FINISH BY�... SHEET 2 FOR ON SHEET 2 FOR EXTERIOR SHEET 2,FOR SEE ANCHOR SCHEDULE Florida P.E.No.49752
SHEET 2 FOR
REQUIREMENTS. OTHERS REQUIREMENTS., REQUIREMENTS. FINISH BY REQUIREMENTS. REQUION REMENTS.2 FOR
REQUIREMENTS. OTHERS REgUIRENENTS. uu[5���,
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SERIES-7600 MULTI-SLIDE SLIDING GLASS DOOR
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APPLICABLE TO 2-TRACK,3-TRACK AND 4-TRACK POCKET AND NON-POCKET SLIDING GLASS DOORS: mess%oN�tc°'
O OPERABLE BYPASS PANEL CONFIGURATION SHOWN.
O APPLICABLE TO ALL STILE CONDITIONS. DI Jltally Mgrled by.
Robert'l Amoruso;P.E.
VERTICAL CROSS:SECTIONS Date:-`2018.09:13
117:30:55-04'00'
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SUBSTRATE VARIES.-SEE
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REQUIREMEA SHOWN.LAMI:GLAZING, -
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SEALANT.BY
OTHERS
SERIES 1000 MULTI-SLIDE SLIDING GLASSDOOR'
B :APPLICABLE TO 2-TRACK,3-TRACK AND 4-TRACK POCKET•AND NON-POCKET SLIDING GLASS DOORSo
9 OPERABLE•BYPASS`PANEL CONFIGURATION SHOWN. Ra j AmonrsaPZ_
APPLICABLE TO ALL STILE CONDITIONS. Fbddi PF.N¢49752
s i�U•n`°vy'�
HORIZONTAL CROSS-SECTIONSMAL
Digitally'signed by
Robert'J..Amoruso P;E:
Date:'2018.09.13
;17;31:09-04'00"' •
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SUBSTRATE VARIES.'SEE 0•
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SHIM SPACE ANCHOR SCHEDULE ON
HEET 2 FOR m
REQUIREMENTS.
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1/4°MAX. SUBSTRATE VARIES.SEE
INSTALLATION ANCHOR SCHEDULE ON.
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INSTALLATION ANCHORS: SHIM SPACE SEE ANCHOR SCHEDULEHEET 2 FOR �-
.SEE ANCHOR SCHE_DULE N SHEET 2 FOR REQUIREMENTS.
ON SHEET 2 FOR - REQUIREMENTS. U z
REQUIREMENTS.
INTERIOR INTERIOR INTERIOR SHIM^sPACE U uJ
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LAMI-IGU GLAZING DETAIL LAMI-IGU GLAZING DETAIL LAMI-IGU GLA21NG-DETAIL I- ggz
A SHOWN. LAM] GLAZING A SHOWN. LAMI GLAZING A SHOWN. LAMI GLAZING S
DETAIL B APPROVED. SEE DETAIL B APPROVED. SEE LDETAIL B APPROVED..SEE INSTALLATION ANCHORS. Z.�OLL Y
SHEET 11. SHEET 11. SHEET 11. SEE ANCHOR SCHEDULE w N
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FINISH BY FINISH.BY FINISH BY
OTHERS OTHERS PERIMETER OTHERS
SEALANT BY
OTHERS
SERIES 7000 MULTI-SLIDE SLIDING GLASS DOOR
C APPLICABLE TO 2-TRACK, SLIDING GLASS DOORS.
OPERABLE BYPASS PANEL CONFIGURATION SHOWN.
10 APPLICABLE TO ALL STILE'CONDITIONS.
R°Oad J.Amm ,PZ
HORIZONTAL CROSS SECTIONS Florida PEN.49152
Digitally
signed by
-�"Tw, Robert J.
�0' Amoruso,
.9; 6TH E Ol I IWC
Date:.
2018.09.13.
17:31:24
-04'00'
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HEAD COVER.
SECURES FIXED PANEL N C
W HEAD TRACK. 0 3
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SUBSTRATE VARIES.SEE �
ANCHOR SCHEDULE ONO K
r-SHEET 2 FOR 4'SILL w
RISER.
NOT REQL D 0.
REQUIREMENTS, TO MEET TESTED
INSTALLATION ANCHORS. WATER PRESSURE
SEE ANCHOR SCHEDULE
ON SHEEF 2 F10
REQUIREMENTS. N
EXTERIOR FINISH CA
BY OTIIE OPTIONAL 3-,SILL
RISER:NOT REQUIRED Co LU N
TO MEET TESTED ZZ
WATER PRESSURE ¢�¢
RATING. fY 4 O N a 3
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SECURES FIXED PANEL U O pF o D z
SERIES 7000 MULTI-SLIDE SLIDING GLASS DOOR IN SILL TRACK. O m 8 y
APPLICABLE TO 2-TRACK,3-TRACK AND
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APPLICABLE c"
D OPTIONAL SILL RISERS w w Ig
4-TRACK POCKET SLIDING GLASS DOORS. HEAD AND SILL COVERS I-
OPTIONAL SILL RISERS ARE NOT U)'
HEAD AND SILL COVERS �
1 APPLICABLE TO ALL STILE CONDITIONS. REQUIRED TO MEET TESTED WATER o
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FIXED PANEL IN TRACK o v
PRESSURE RATING. C H
HORIZONTAL CROSS SECTION y '3 g'
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SERIES 7000 MULTI-SLIDE SLIDING GLASS DOOR&POCKET SLIDING GLASS DOOR W "111
OHORIZONTAL SECTION,OPTIONAL SILL RISER DETAILS&FIXED PANEL HEAD&SILL COVERSW - §p3
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° 4 g
'1-1 8• 7/16-
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5MM,(3/167
I NO
TEMPERED LAMINATED LITE: 5MM (3/167"ANNEALED LAMINATED'LITE- 5MM (3/167 ANNEALED
'GLASS x 2.29MM 0.0907 SAFLEX PVB GLASS x 229MM (0.090SAFLIX PVB
WEATHER INTERLAYER B1' CHEMICAL x WEATHERiSI
NTERLAYER BY EA CHEMICAL x
STRIPPING 5MM (3/167 ANNEALED GLASS STRIPPIN5MM (3/167 ANNEALED CLASS,
0.5-SUPER SPACER
SNAP-IN ALUMINUM BY DU�EAL SNAP-IN ALUMINUM
GLAZING BEAD SIKAFLEX-552 GLAZING BEADKAFLEX-552
Rob.tAAmws°,P.EEXTERIOR INTERIOR EXTERIOR NTERIOR FalmaeHaaeTs2
Digitally
GLAZING DETAIL A ° „�S signed by
t , RobertJ.
IMPACT LAMINATED IG
U IMPACT LAMINATED �
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EXTERIOR GLAZED WITH SIKAFLF.X 552 BACK-BEDDING EXTERIOR GLA7.ED WITIISIKAF�LEX 552 BACK-BEDDING .[j I"� `.° Amoruso,RE
Date:
SERIES 7000 MULTI-SLIDE SLIDING GLASS DOOR&POCKET SLIDING GLASS DOOR t'c\ Lo aF
GLAZING DETAILS �.vh u,�Mw°. 2018.09:13
(SEE GENERAL NOTE 12 ON SHEET 1 REGARDING SETTING BLOCKS) 17:31:41
-04'00'
BILL OF MATERIALS (POCKET AND NON-POCKET SGD)
cli
ITEM PART NUMBER DESCRIPTION3"
MATERIAL MANUFACTURER U.O.M.
' 57336 7000 SERIES 4 TRACK JAMB WITH SCREENALUM. 6063—T6 SAPA EA.
2 57339 7000 SERIES 4 TRACK HEAD WITH SCREEN ALUM. 6063—T6 SAPA EA.
3
3288 7000 SERIES 4 TRACK SILL INSERT WITH SCREEN ALUM. 6063—T6 SAPA EA. W
4 3291 7000 SERIES SILL PAN WITH SCREEN ALUM. 6063—T6 SAPA EA. a �
5 3292 7000 SERIES SILL COVER ALUM. 6063—T6 SAPA EA.
6 3294 7000 SERIES SILL RISER 3" ALUM. 6063—T6 _SAPA EA.
3295 7000 SERIES SILL RISER 4" ALUM. 6063-T6 SAPA EA. m „
B 57315 SCREW COVER ALUM. 6063—T6 SAPA EA.
9 - Tm'Np
y C!
57398 ANCHOR COVER ALUM. •6063—T6 SAPA EA. "o am
10 57314 OXO BUTT STILE ALUM. 6063—T6 SAPA EA. D Q_CD
57276 PANEL PLAIN STILE ALUM. 6063—T6 SAPA EA. a
WW��o
F w co W H Of
W W,
t2 57277 PANEL INTERLOCK ADAPTER ALUM. 6063—T6 SAPA EA. �o 9 z
13 30066 WEATHERSTRIPPING FELT EA. 9W§
§
14 57316 REINFORCING BAR FOR OXO BUTT STILE ALUM. 6063—T6 SAPA EA. IUad
-
15 57274 OXXO BUTT STILE ALUM. 6063—T6 SAPA EA. m
16 57275 PANEL TOP AND BOTTOM RAIL ALUM. 6063—T6 SAPA EA. H 5j
17 57282 REINFORCING BAR FOR OXXO BUTT STILE ALUM. 6063—T6 .SAPA EA. y
'B 5.7284 HEAD COVER ALUM. 6063—T6 SAPA EA. 11
19 57315 PANEL STILE SCREW COVER ALUM. 6063—T6 SAPA EA. �"•� ` Pr
2° 57278 GLAZING BEAD / 1-1/8" NOMINAL LAMI IGU ALUM. 6063—T6 SAPA EA.
2' 58401 GLAZING BEAD / 7/8" NOMINAL LAMI ALUM. 6063—T6 SAPA EA.
22 57281 POCKET DOOR HOOK STRIP ALUM. 6063—T6 SAPA EA.
23 57279 POCKET DOOR MOUNTING STRIP ALUM. 6063—T6 SAPA EA.
24 57280 POCKET DOOR HOOK STRIP SCREW COVER ALUM. 6063—T6 SAPA EA.
25 57398 ANCHOR COVER ALUM. 6063—T6 SAPA EA. R45ee J.A. n ,P.6.
FlOnft PP.Na.49752
26 wwmrw
ONE—PART SILANE—TERMINATED POLYMER SIKA EA. `w:R;n.
SIKAFLEX-552 STRUCTURAL ADHESIVE ~`°' �
27 #8 x 1" PPH SMS/ FRAME ASSEMBLY SCREW STEEL SAPA EA. ) `
E'o.wua oa}v
28
3/164�4aas`ONR EA:`.
" CLR TEMP GLASS CARDINAL 'EA.
29. 3/16" CLR x .090 x 3/16" CLR GLASS CARDINAL EA. Digitallysig ned by
Robert J.Amoruso,.
Date:2018.09.13
T7:A1:57-04'00'
6