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• FL# FL14608-
Application Type R sion
Code Version 20 4
Application Status roved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived �!
Product Manufacturer Eastern Architectural Systems l
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@eastemmetal.com
I
Authorized Signature James Flesher
jflesher@eastemmetal.com
I
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
'i
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fix
,I
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Manage tient Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2009
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
I
Equivalence of Product Standards
Certified By
I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14608 R5 C CAC NI010609.01-R1-signed.odf
Approved for use outside HVHZ:Yes Quality Assurance Co`nt�act Expiration Date
Impact Resistant:No 07/31/2019
Design Pressure:+80/-80 Installation Instructions
Other:Maximum Size:74 1/2"x 72".Frame material to be EL14608 R5 II 08-00559c.oddf
rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R.Lomas,P.E.Florida P.E.62514
(DEP-1) Created by Independent Third Party:Yes
Evaluation Reports j
FL14608 R5 AE 5109488 odf
Created by Independent`third Party:Yes
14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 RS C CAC N_Ig11878 01-R2 odf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC N1011878-R2.odf
Impact Resistant-Yes FL14608 R5 C CAC NI011879.01-R2.odf
Design Pressure:+80.0/-80.0 FL14608 R5 C CAC NI011879-R2.odf
Other:Maximum Size:72"x 63".Frame material to be rigid Quality Assurance Contract Expiration Date
PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2022
Installation Instructions
FL14608 R5 II 08-022948.ndf
Verified By: Luis R.Lomas,P.E.62514
Created by IndependentIThird Party:Yes
Evaluation Reports
FLi4608 R5 AE 5130438 odf
FL14608 R5 AE Kurarary SGP NOA 14-0916.11.PDF
Created by Independent?Third Party:Yes
14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 R5 C CAC N1011880 01-R2 pdf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NIb11880-R2.odf
Impact Resistant:Yes FL14608 R5 C CAC NIb11882 01-R2 odf
Design Pressure:+80.0/-80.0 FL14608 R5 C CAC NI011881-R2.odf
Other:Maximum Size:72"x 84".Frame material to be rigid Quality Assurance Contract Expiration Date
PVC from Deceuninck North America AAMA Certified(DEP-1) 01/31/2022 1 ,
Installation Instructions
FL14608 R5 11 08-022938.1)df
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 RS AE 5130426.odf
FL14608 R5 AF Kurarary SGP NOA 14 0916 11 PDF
Created by Independent Third Party:Yes
14608.8 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin
Window with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14608 R5 C CAC'NI010610-Ri-signed.odf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC N1010656- 1-signed ndf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 09/30/2019
Other:Maximum Size: 64"x 84".Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 R5 11 08-00563C.pdf
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports ,
FL14608 R5 AE 510952A.12df
FL14608 R5 AE NOA 14-0423.15.PDF
Created by Independent Third Party:Yes
14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange
Window with Flange
Limits of Use Certification Agency!Certificate
Approved for use in H Z:No FL14608 R5 C CAC N1010610.01-RI-signed.odf
Approved for use de VHZ:Yes FL14608 R5 C CAC N1010656.01-Ri-sioned.odf
Impact Resists :Yes Quality Assurance Contract Expiration Date
Design Pressu :+60/-6 09/30/2019
Other:Maximu . 4"x 84".Frame material to be rigid Installation Instructions
PVC from Deceuninck North America HAMA Certified(DEP-1) FL14608 RS 11 08=0d565C.adf
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 RS AE 510954B.pdf
FL14608 RS AE NOA'14-0423.15.PDF
Created by Independent Third Party:Yes
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/03/09 R.L.
D UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
C REVISED INSTALLATION DETAILS 06/22/15 R.L.
NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE 1/10 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF-THE ARCI9ITECT-0R ENGINEER-OF-RECORD- —
3. iX BUCK OVER MASONRY/CGNCRL-TE IS OPTIONAL. LOCATE ANCf•IORS AS -SHOWN IN-ELEVATIONS-AND-INSTALLATION DE-TAILS.-= -
17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALT_ BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL DE SECURELY B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI,
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD--ON FLANGE.
6. .WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1,/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOP WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E13OO-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:06/23/2015
�� EaastV�p rn FASIEANMCNTS4NOF SYSTEMS \�T�III/,,.
. ERSTERNMTALSYPRY ``�`` n. !v� /
inl ooMES CAVE .�J •CEN #' ' "
d b:».<.<........,` <.. 1 Rs.rLowuAswl� `V•*\. &'
TABLE OF CONTENTS 2466 PICTURE WINDOW *• 0' 61yr •. `.
64 x 84
SHEET NO. DESCRIPTION �• w-
NOTES p TAT OF
i�'�•.t'( P•• �
1 NOTES DRAWN: DWG NO. REV /�'• s GR,�
2 ELEVATION .M 08-00565 C ////S70NAL1 \\\�
3 — 4 INSTALLATION DETAILS NTS oA1E 7/29/08 1 OF 4
REVISfONS
REV DESCRIP14ON DATE APPROVED
64" MAX FRAME WIDTH A MANUFACTURER'S NAME CHANGE 03/03/09 R.L.
"
10 1/2" 9 UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
6" MAX.
MAX. O.C. 6MAX. C REVISED INSTALLATION DETAILS 06/22/15 R.L.
6" MAX.
-
T
9" MAX. O.C.
3/16" ANN
.075" SEASTORM BY EASTMAN
3/16" ANN 3/16" ANN
84" SIKAFLEX 5532
78 7/8" MAX ALUMINUM
MAX FRAME BOX SPACER
D.L.O. HEIGHTSYSTEM
1/2 131TITE-�W,—'j
SETTING BLOCK
GLAZING DETAIL
61, MAX.
T-
58 7/8" MAX. D.L.O.
2466 PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
SIGNED.*0612312015
w EAMMAWvEcna�sys�
LARGEANDSMALL EMMN METAL MKV ft to fr
.t6O.oPSF MISSILE IMPA
OW
fPACr RATING
JGEANDSMALL
2466 PICTURE WINDOW 6
64 x 84
rfaELEVATION AND GLAZING DETAIL TATO
DRAWN: D
IWG NO. REV
A.M 08-00565
NTS- DATE.7/29/08 ISHEE72 OF 4 C
REVISIONS
2 1/2" MIN. -
EDGE DISTANCE REV DESCRIPII0PI DATE APPROVED
A MANUFACTURER'S Niv IE CHANGE 03/03/09 R.L.
FCONCRETE6/11MASONIRY-
OTHERS ° n ° B UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
ae 1 1/4" MIN. C REVISED INSTALLATION DETAILS 06/22/15 R.L.
OPTIONAL 1X BUCK ° °° G EMBEDMENT
1 1/4" MIN.
SEE NOTES 3-7 SHEET 1 -T EMBEDMENT
CONCRETE/MASONRY _
/ -- BY OTHERS
APPROVED J a 1/4" MAX. OPTIONAL 1X BUCK 1/
SEALANT_ _ _ SHIM-SPACE ----- -.-__-,SEE-NOTES_3-.7_SHEET 1- __° ___ _
SHIM SPACE
3/16" TAPCON 3/16" TAPCON
° INTERIOR
2 1/2" _—
EXTERIOR INTERIOR MIN °
EDGE
DISTANCE
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
APPROVED 3/16" TAPCON
SEALANT
NOTES,
1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL iX BUCK n— SHIM SPACE NOT SHOWNFOR CLARITY.
ANDJOINT
SEE NOTES 3-7 SHEET 1 U 2.PERIMETER AND JOINT SEALANT BYOTHERS TOBE
DESIGNED W ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY T —�- SIGNED:06/23/20.15
a °
BY OTHERS ° ° ° a e 1 1/4" Mill. eAsrERxxiwcRrtecnlRasrsreus \111111//
EMBEDMENT -�.�i eAsruErusimr�V N\$
Eastern
° A e eh 18]11 DDNE4rIGAVE R. I
°c 9.:;,C1P,'.��:..?..���: TDm uvots.noaroAuslz =V •v\CEN 3�•gAP
Na eoD1u-uw
_ 2 1/2" MIN. x
2466 PIC R 84 WINDOW
EDGE DISTANCE INSTALLATION DETAILS •; STE OF
OSS SECTION •
CONCRETE/MASONRYINSTALLATION DPAWN /'2►+'�lpR1OP;•��
11)
' �°SoosSos , �0a
DniE729/08 4 OF 4 1 •�``��
`
SCALE NTS
I �
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a
SCIS Home k Log In User Registration Hot Topics i Submit Surcharge Z Stats&Facts ! Publications 3 !FBC Staff ,}BCIS Site Map , Links Search
Product Approval p
USER:Public User
m �I
Product Approval Menu>Product or Application Search>Application List>Application Detail I
FL# L14610-
Application Type Revi ' n
Code Version 2014
Application Status rove
:)
*Approved by DBPR.Approvals by yt3PR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
i
Comments
Archived C
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@eastemmetal.com
I
Authorized Signature James Flesher
jfiesher@eastemmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
ii
Category Windows-
Subcategory Horizontal Slider
Compliance Method Certification Mark or L sting
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 10 /I.S.2/A440 2005
AAMA/WDMA/CSA 10 /I.5.2/A440 2011
ANSI/AAMA/NWWDA 01/I.S.2 1997
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2009
TAS 201 1994'
TAS 202 1994
TAS 202 1994
II
Equivalence of Product Standards
Certified By
I
I
li
Product Approval Method Method 1 Option A
Date Submitted 04/22/2016
Date Validated 01/30/2017
Date Pending FBC Approval
Date Approved 02/02/2017
Summa ry of Products
L Model,Number or Name Descriptio
i
C14610.13 143 Vinyl Impact HR(Horizontal 143 Vinyl In ipact HR(Hor zontal Sliding Window)
Sliding Window)
Limits of Use Certificatk n Agency Certificate
Approved for use in HVHZ:No FL 461 R _C CAC N1613349.od-f
Approved �
!ur use sp*MFWVH .Yes Quality Assurance Contract Expiration Date
Impact Rese Yes 12/31/2017
Design Press re:+50.0/-50.0 Installatio i Instructions
Other:Maximu x 63"Tip to Tip&Fin 73" FL14610 4 11 08-02 &.pdf
x 62"Buck/Box.Approved as XO,OX.Frame material to be Verified By Luis R.Lomas,P.E.62514
rigid PVC from Deceuninck North America AAMA Certified Created by Independent Third Party:Yes
(DEP-1) Evaluation Reports I
FL14610 4 AE 513 ad.12df
Created by Independent Third Party:Yes
14610.2 Series"1000"Aluminum Non- Series'100)"Aluminum Non-Impact Horizontal Sliding
I Impact Horizontal Sliding Window Window . I
Limits of Use Certificate Agency Certificate
Approved for use in HVHZ:No EL14610 P14 C CAC N1606178.02-113adf
Approved for use outside HVHZ-Yes tLIA610 R4 C CAC NIO-06178.04-R2.0-df
Impact Resistant;No Qt;alitV Az-wrance Contract Expiration Date
Design Pressure:+45.0/-45.0 06/30/2021) 1
Other:Maximum Size 53"x 51",OX or XO Xnstallatiol i Instructions
FLI 610 R4. 11 08-02698A. df
Verified By Luis R.Lomas,P.E.62514
Created by Independent'•Third Party:Yes
Evaluation Reports I
FL14610 R4 AE 513477A.pq
Created by Independent Third Party:Yes
14610.3 Series"1000"Aluminum Non- Series"100)"Aluminum'Non-Impact Horizontal Sliding
I Impact Horizontal Sliding Window Window
Limits of Use Certificate Agency Certificate
Approved for use in HVHZ:No Ft14610 P C CA-C[NiOO9471.01-M-signed,od
Approved for use outside HVHZ:Yes FL14610 R4 C CAC 14I009471.037R1-signed.pdd
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+351-35 04/30/20211 1
Other:Maximum Size 112"x 63",XOX Installatio i Instructloins
F 610 4 11 08-Q 692pdf
Verified By Luis R.Lorr,)as,P.E.62514
Created by Independent Third Party,Yes
Evaluation Reports' :
FL14610 4 AE 513467 .DOT
Created by Independent Third Party*Yes t
14610.4 Series"1000"Aluminum Non- Series"100 D"Aluminum,Non-Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certilficarti n Agency Certificate
W* at
Approved for use in HVHZ:No FL14 I C
4 CAC
As ura c.C'
202
tj I st
Ll �t
Approved for use outside HVHZ:Yes FL1461 4
Impact Resistant:No Quality As urance Conitract Expiration Date
Design Pressure:N/A 06/30/202
C
Other:Maximum Size 74"x 63",OX or XO Installatl Instructions
cl
1 4 1 8- .'AQ:k—if
Verified B): Luis R.Lomas,P.E.62514
Created b) Independent Third Party.Yes
Evaluatior Reports
FL14610 4 AE 513468.pd
Created b) Independent Third Party*Yes
1
14610.5 Series"FWI 1000"Aluminum Series"FW 1000"Aluminum Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL 4610 R4 C CAC NI_qj06S8.01-RI-signed odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
NOTESi 15,FOR ANCHORING INTO'WOOD.FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT.LENGTH TO ACHIEVE A 1 1 j4" MINIMUM. EMBEDMENT INTO SUBSTRATE: LOCATE
REQUIREMENTS OF THM'SONRY OPE I OPENING
CODE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY FOR ANCHOR
16. ING'INTO.MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING'IS THE TO ACHIEVE A 1 1 4 MINIMUM EMBEDMENT INTO SUBSTRATE.WITH 2 1/2" MINIMUM EDGE
RESPONSIBILITY OF THE ARCHITECT 4R ENGINEER OF RECORD. / +�
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN.IN ELEVATIONS AND.INSTALLATION DETAILS.
4. WHERE SHIM dR BUCK TFIICKNESS IS CESS`THAN-1
'REYiS7oN5..
REV COMMON OAT& AP?qO=
74" MAX FRAME WIDTH (TIP TO TIP)
10" MAX
MAX
6'Sa MAX O.C,
6"�M-AX^^
i
MAX O.C.
FRMAX AME x 3/4'
HEIGHT 1/8"ANN,.,
(TIP -:i/8" ANN. -- 090" SAFLEX -
TIP) .090" SAFLEX BY EASTMAN
-� BY EASTMAN 1/8" ANN. : 1/8" ANN.-
! 1/8" ANN.-. 1/8"ANN, STRUCTURAL SEALANT INTERIOR
INTEi?IL7R SIKAFLEX-552
EXW
R OUACER [7URAM
QUANEX DURASEAL �.___.._• SPACER SYSTEMs" MAX5/eSPACER SYSTEM 5/s" BITE145 095 VINYL tIAL LAG PRAAIE f'ICYf3`fL'.C?NTitf� .riL1DING WINiTG�6+� SIttAFLEX T EXTERIOR BLO KSEITINGSTRUCTURAL SEAfAN-552FRAMEINSTALLAT7ON SETTING BLOcf< GLAZING DETAIL 8
EXTERIOR VIEW' GLAZING DETAIL A
ACTIVE SASH
FIXED SASH
DESIGN PRESSURE RA17NO IMPACTRATING
LARCGEAND SMALL '
t50PSF MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4
NOTES: '
1. MAXIMUM.SASH SIZE. 36 1/2" X 60 3/4"
2. MAXIMUM D.L:O.: 34" X 59 3/4"
3. (2) WEEP COVER.'AT 2"'FROM EACH SILL.CORNER.AT SILL
4.- (2) WEEP SLOTS AT 2" FROM EACH'SILL CORNER AT SILL
5. (2) WEEP SLOTS AT SILL,FRAME:UNDER GLASS.
SIGNED:0910812016
�+ ,fir �y ��� �Ltlff1t1k1T�
FA7NARONtAftESC#Etk1LF 2 KEEP.ER$AT8"fftOMHEAt3SICLOFFIXEUMEETtNGSTILE. S£RfES 143'VIfIYL-tfAPACT }IRB. 2 LOCKSAT8"FROMSASHCORNER$OFSASHLOCKSTILE VtNYI. HOR(ZONEVA'SLfO£R 74 X63
.ELEVATION A OF
#�
C.' 2 ROLLER HOUStNGAT EACH CORNER OFSASH BOTTOM RAIL
D. i ALUtJtINUMREFNFORCEMENT,#10300084 ATFIXED MEETING STttE oR wr+, :VWo No. REY � ww�Q t��s•� ti
E, 2 ALUMINUM REINFORCEMENT#10300082 ATEAC14SAS14RAIL N.G. 08-02869 Jl�l�j`�fitNAt.�,�p`y�'`
F. 1 ALUMINUM REINFORCEMENT#1030020 AT SASH PULL STILE kkz NTS art 02/21/16 - SHW2 OF 6 fit NAL
. '. : .. REV .. OESCRIMIDN.., .. ..M1E.. Af?PRWED..
73" MAX FRAME.WIDTH (BUCK/80X)-
10" MAX
6" MAX "� D.C.'
I 6" MAX ..
6"
AX
.10" MAX O.C. /
-- - — --- - _------ - -
62
MAX X
FRAME /. ..'. <..J
----- - ----..---HEIGHT-------.... .. ... .. ........
�— /
6.. ..
145.096-VINYL EQUAL LEG FRAME HORIZONTAL SLIDING_WINDOW
FIN INSTALLATION
EXTERIOR VIEW
-
_— -DE9IQN`PRESSt1R&R�k me-=NuIRAopnwrNO=
t50FSF LARGEAND SMALL
. MISSILE IMPACT .
MISSILE LEVEL:D.WIND ZONE 4
rWdNEW 09!08%2016
r�,ar�r,nr+�urueuwu.uYaWo {y411111
Eastern,
W4Tfl N6Yb N+61M LY �C {L LO��j,,,/
10.1 DOMMMAVH � ''• '{T
I`. I'»> e P romwueamu i�4 ��6�lVS'9d
SERIES_.43 VINYL:IMPACT HR:.:
VINYL HORIZONTAL SLIDER-74"X63" * `
ELEVATION OF
DRA"N DwG NO. Rw i� w
N.G. 08-02869 - ONA11 ��\\.
sc NTS D" 02/22/16 1-3 OF•6
_ .REVISIONS.:.----: ... - .. .. ..
1/2" MIN. -
WOOD FRAMING I EDGE DISTANCEv oEscamnoN o�7ePHovcn
OR 2X BUCK
BY OTHERS METAL 3/4 MIN ..
STRUCTURE EDGE DISTANCE 10300207. 10300082..,
i 1/4 MIN: BY OTHERS . SIM"SPACE REINFORCEMENT. REINFORCEMENT
EMBEDMENT
INTERIOR
..
3/4 MINo
1/4" MAX. APPROVED
1/4," MAX,
EDGE DISTANCE
SHIM SPACE
SHIM SPACE SEALANT T__
APPROVED
r
SEALANT - ,. _
#10 SMS OR _
-- -- f f 10 WOOD i�s •�„ - - - . - - s � __ -—--_-SELF--DRILLING=- - -- - —- - rt' - ---
SCREW [� .' SCREWS _ Y'
{j10 SMS OR METAL
SELF. DRILLING STRUCTURE EXTERIOR. .
SCREW BY OTHERS
APPROVED - 10300084 - -
INTERIOR SEALANT . REINFORCEMENT
JAMB INSTALLATION DETAIL
INTERIOR METAL STRUCTUREINSTALLATION
•1,0300207
REINFORCEMENT.
EXTERIOR 1 1/4" MIN. 1/4" MAX.
1 a EMBEDMENT `{ SHIM SPACE ' 10300082 '
EXTERIOR ; L I REINFORCEMENT.
�--
INTERIOR
1/2" MIN, o
i y EDGE DISTANCE
i
4i �b0 WOOD U - # O L 3
�_4 SCREW_-.-_.�� -
.:..r`•r3, #'10 WOOD
APPROVED € ; APPROVED 1 SCREW
1/4- /4
MAX. SEALANT _..
1 MAX.
"
SEALANT SHIM SPACE f'7 �!
_[SHIM SPACE WOOD FRAMING L/ EXTERIOR
METAL OR.2X.BUCK
WOOD FRAMING BY OTHERS APPROVED 10300084
OR 2X:BUCK 1 1/4.''MIN,. STRUCTURE SEALANT` "REINFORCEMENT
BY OTHERS EMBEDMENT, BY OTHERS
3/4" MSN JAMB INSTALLATION DETAIL
WOOD
D DISTA CE
FRAMING OR 2X BUCKlN$TALLATlON
i/2 MIN VERTICAL CROSS SECTION SIGNED'09/08/2018' '
EDGE DISTANCE METAL STRUCTURE INSTALLATION �se""a AO-- Tssrc'° `\1111111/J��z
VERTICAL CROSS SECTION Ei'�.�Jit�rin 0QWWWA'5 "°'v ����g R L. �Ir�
aauoo�xiwn e �\' •• N �,9 rr
WOOD FRAMING OA2X BUCK INSTALLATION � n�R^ FOfeas: f4'j"x �,�� 8�.
SERIES-143.VINYL IMPACT HR * D 8 ~
NOTES: VINYL HORIZONTAL SLIDER 74"X63"
INTER!ORANDEXTERfORFINISHES,BYOTHERS, INSTALLATION DETAILS �' A1.
NOT SHOWN FOR CLARITY. ,c�
2.PERIMETER AND JOINT SEALANT BYOTHERS TO 8E :DRAWN: oWo NO. REv �(i•�.. Q(Z10.�yy �'.
•. P.' �'
DESIGNEDIN ANDJOI NCEWlTHASTMElf12 N,r: 0e-0286e
sc NTS °"TE 02/22 16 —4 OF 6 IIIII1Lt��
. 2 1/2"..MIN, MM"
CONCRETE/MASONRY-
EDGE DISTANCE REIF DESMPpoN pAx APPROVa)
BY OTHERS
OPTIONAL_ 1 X BUCK ° •.". '°
TO BE PROPERLY 4 �e • 1:.1/4"MIN:
SECURED 'a ° °• e•q, EMBEDMENT 1 1/4" MIN.
SEE NOTE'S SHEET 1 . a. EMBEDMENT'
4 CONCRETE/MASONRY
_....__
BY OTHERS
APPROVED 1/4" MAX. OPTIONAL 1X BUCK
_ - — - -_- - --_= - --- --= �.9 1/4" MAX.
SHIM_SPACE TO-BE PROPERLY SHIM
10300207
SECURED REINFORCE
MENT-
- - - _-- - -
- : r`l - SEE NOTE 3 SHEET 1 ;
-,d 10300062
"' 3/16" TAPCON 3%16":TAPCON REINFORCEMENT . .
INTERIOR
cm
__la
INTERIOR ;:o'•• 1
2 1/2"
MIN, ._•_ ...._:<=
EDGE. :a ?• ..., , _._._.
DISTANCE
t - EXTERIOR -
EXTERIOR 9 APPR 10300084
CRCEMENT
LANT
JAMB INSTALLATION DETAIL
ETEMMASONRYINSTALLATION
_.... -
-- - - --
------------
APPROVED .-._.-- - ---- - - - --- -
a -
APPROVED i�_` 3/16- TAPCON
SEALANT �x-.3'-"
OPTIONAL 1 X BUCK
TO BE,PROPERLY 1/4" MAX. NOTES:
SECURED. F SHIM SPACE 1.INTERIORANAEXTERIDR FINISHES,BYOTHERS,
SEE NOTE 3 'SHEET 1 NOTSHOWNFOR CLARITY.
CONCRETE/MASONRY DESIGNED IN ACCORDANCEWftH ASTM E21 28 7i7 BE
BY OTHERS a --� SIGNED.09/0812016.
•' ' <"<.'i . . ' 1 1/4MIN. �r �nmw,.�arua ovsro,m : ��11111I/I�
.•a. .Y• o ' EMBEDMENT FV
� � +� „ .•. .SERIES 143 VINYL.IMPACT kMR
X62 1/2” MIN. INYL HORIZONTAL SLIDER 74 X63" %{(trSb
EDGE DISTANCE INSTALLATION'DETAILS
VERTICAL CROSS SECTION
DRAW nwr+Ro.
ooh Rei
CONCRETElMA50MRYINSTALLATION QB 569 _ � B�Q�Ai1 ?a\``tom
NTS 02/22 16 5. OF 6
11/4- MIN..
EMBEDMENT a�u o scRu Hort oxo �rrRovTu
#8 WOOD " WOOD
SCREW FRAMING „
BY OTHERS
_. 1/4A.MAX.
SHIM SPACE
7/18" MIN
EDGE DISTANCE
WOOD
OTHERS SHIM SPACE 4207
{ 1030
! REINFORCEMENT
10300082--
REINFORCEMENT
0300082--REINFORCEMENT
INTERIOR
tNTS'RtOFI 1 g/8" ....�
MIN. --
EMBEDMENT
#8 WOOD
i SCREW
7 - MIN
EXTERIOR I EDGEIDISTANCE EXTERIO 0300484
r
REINFORCEMENT
}
JAMB INSTALLATOV DETAIL
`� ��! warp FRAMmo C7R2xBUCK1NSTALLaTTON
1/4" MAX
tSHIM SPACE
L INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
7/16" MIN" NOTSHOWN FOR CLARITY..
EDGE•DISTANCE 2.PERtMET Fft AND JC.7INTSEALANTBY OTHERS TORE
#8 WOOD WOOD O M 8 _,
DESIANEDINACC RDANCEWITHAST E211
FRAMING SttaNEQ.0910812t}t8 .
SCREWFRAMING
�y enazenanRaatecrmvaarsre,ea lttitttrtr
1 1�4" MIN. BY OTHERS
eumwe ++sp0rr+r.. t��N % j,(}J�l/r.
EMBEDMENT
�in.Y"".C � �uvu+�ay~`vR�'1 d`,�'1�tPrr,
VERTICAL CROSS SECTION """' '
WOOD FRAM1Nc oR2XBucrcIvslAumrrav SERIES 143 VINYL IMPACT AR:,
VINYL HORIZONTAL SLIDER'74"X63" :
INSTALLATION DETAILS r, F.
oruwrr. owo rx�.
REV, %' • �RCt3A+��fi
08-02869 — •+rfijtj�rG1 A{.1 �````
NTS 02/22/16 6 OF 6.
�I
a t 6 d 0 . • g. �
BCIS Home Log In User Registration Hi�t Topi6 , Submit Surcharge ! Stats&Facts i Publications E FBC Staff ( BCIS Site Map t Links Search
Product Approval
USER:Public User
s I
Product Approval Menu>Product or Application Search>Application List>ApplicaConDetail
FL# ' FL16804-R
i
Application Type vision
Code Version 2014
Application Status I Approved
*Approved by DBPR.Approvals by,DBPR shall be reviewed and ratified
by the POC and/or the Commissions if necessary.
I
I
Comments
Archived
Product Manufacturer i Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@eastemmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
I
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
i Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
I
Quality Assurance Representative
Address/Phone/Email
i I
i
Category Windows
Subcategory HorizontDSlrider
i
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I
Referenced Standard and Year(of Sndard) Standard Year
AAMA/WDMA/CSA 101/I.S2/A440 2005
AAMA/WDMA/CSA 101/I.S2/A440 2008
AAMA/WDMA/CSA 101/I.S2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
TAS201 1994
TAS202 1994
TAS203 1994
,I
Equivalence of Product Standards I,
Certified By
�I
I
i
! I�
it
Product Approval Method I Method 1 Option A
I
Date Submitted 07/06/2015
Date Validated i 07/08/2015
Date Pending FBC Approval
Date Approved 07/16/2015
i
Summary of Products
FL# Model,Number or Name Description
16804.1 Series 143 Vinyl HR Non-Impact Fn Series 143 Vinyl HR Non Impact Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16804 R1 C CAC'NI011728-R3-sioned.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/30/2020
Design Pressure:+50.0/-50.0 Installation Instructions
Other:Maximum Size: 72"x 60",l pproved Configurations FL16804 RS II 08-02251A.odf
XO,OX Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports)
FL16804 R1 AE 512971A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
Created by Independent Third Party:Yes
r i
16804.2 Series 143 Vinyl HR Non-Impact Series 143 Vinyl HR Non-Impact Flange
Flange
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ:No 1 FL16804 R1 C CAC N1012135-sioned.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/31/2018
Design Pressure:+35.0/-40.0 Installation Instructions
Other:Maximum Size: 74"x 72",'Approved Configurations FL16804 R1 II 08-02526A.pdf
X0,OX Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL16804 R1 AE 513297A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203 02 PDF
i
Created by Independent Third Party:Yes
16804.3 Series 176'Vinyl HR Impact HVHZ Series 176 Vinyl HR Impact HVHZ
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ:Yes j FL16804 R1 C CAC NI012196.04-R2.PDF
Approved forus u e -Yes Quality Assurance Contract Expiration Date
Impact Resi t:Yes 06/30/2018
Design Press re:+70.0/-85.0 Installation Instructions
Other:Maximu : 7 ,Nailing Fin or Flange, FL161104 R1 II 08-02537A.pdf
Approved Configurations XO,OX Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL16804 R1 AE 13-0328 09-COMP.odf
FL16804 R1 AE 13-0326,09 Dupont SentrvGlas odf
FL16804 R1 AE 513320A.odf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
Created by Independent Third Party:Yes
16804.4 Series 176'Vinyl HRP 1/3-1/3- Series 176 Vinyl HRP 1%3-1/3-1/3 Impact HVHZ
1/3 Impact HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ; FL16804 R1 C CAC NI012196.01-Ri.PDF
Approved for use outside HVHZ:Yes FL16804 R1 C CAC NI012196-R2.PDF
Impact Resistant:Yes i Quality Assurance,Contract Expiration Date
Design Pressure:+65.0/-85.0 06/30/2018
Other:Maximum Size: 111"x 63"11 Nailing Fin or Flange, Installation Instructions
Approved Configuration XOX i FL16804 R1 II 08-02534A.odf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL16804 R1 AE 13-0328 09-COMP.ndf
FL16804 R1 AE 13-0328.09 Dupont SentrvGlas pdf
FL16804 R1 AE 513306A.pdf
FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF
I, Created by Independent Third Party:Yes
16804.5 Series 176',Vinyl HRP 1/4-1/2- Series 176 Vinyl HRP 1/4-1/2-1/4 Impact HVHZ
1/4 Impad HVHZ
r
I
AF
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 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 3/16" 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 1/2"
--— --- ---_
--3.- 1X BUCK_OVER--MASONRY/_CONCRETE_I_S OPTIONAL. MINIMUM 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 #10 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
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUId STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS ]'HE RESPONSIBILITY Of' C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
PROVIDED. 21. APPROVED CONFIGURATIONS: XO. OX.
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=i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. _-
-- - -T3-APPROVED-IMPACT PROTECTIVE SYSTEM I$ NOT P.EOUIREU FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:06/23/2015
FA4TFRN AACRRECNMLBYBTENS
IN
Eastern EASIFAANNEpTK W0.Y � � +R I IL1p
TABLE OF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• OtyE3j�61 •*=
(X0, OX) 74" X 63" l
SHEET N0. DESCRIPTION NOTES i TAT OF �.-z
:,'Es;;tpRroA o��
1 NOTES DRAWN: Dwc N0. REV
4 - 7 INSTALLATION DETAILS ---------- — SCALE NTS DATE 11/17/14 08-02517A
0F 7
REVISIONS
74" MAX FRAME WIDTH REV DESCRIPnON DATE APPROVED
6" MAX 12" MAX O.C. 6" MAX A REVISED INSTALLATION DETAILS06/22/15 R.L.
6" MAX
18"
MAXI O.C. /
-_------_ -_----
- 1„
63" 3/16" ANN 1/8" ANN
MAX
FRAME / .090" SENTRY GLAS BY DUPONT
HEIGHT
1/8" ANN
/ EXTERIOR INTERIOR
GLAZING BEADDURA–SEAL
L— SPACER SYSTEM
6" MAX 1/2" BITE
°
SIKAFLEX 552
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
SETTING BLOCK SEALANT
EXTERIOR VIEW GLAZING DETAIL
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
--- --- - ----- ----- ._..--- -- _-+70:01z85:0PSF -----_-LARGE-------- — -- -- ... — ------- -- ---- ----- -----.._ ------. --__--- _ ---- ----
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
HARDWARESCHEDULE
A. 2 ASHLANDDUALKEEPERS 13999 AT FIXED MEETING STILE 8"FROM HEAD&SILL
B. 2 ASHLAND DUAL LOCKS D2100AL/R AT SASH LOCK STILE 8"FROM SASH CORNERS
C. 2 ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS.
D. 2 TRACKS AT OPERABLE SASH HEAD&SILL
E. 1 ALUMINUM REINFORCEMENT 10300265 IN FIXED MEETING RAIL SIGNED:06/23/2015
F. 5)ALUMINUM REINFORCEMENT 10300266 INSASHTOPANDBOTTOM RAILS,JAMB STILES AND SASH LOCK EMI FASTEPNMtlREC1M�L8YSTEMS �ll,lllf!
°
Eastern •°M ° 1,
NOTES: B]1�D°IETC usmar `���J�s �z'',i
Pk:S7w:`:w" EORTNVE°9.FL°RiDAStB]
1. MAXIMUM SASH SIZE: 36 1/2" X 60 3/4". „ -,�, Vi.,,�GENSF•qu �'�
2. MAXIMUM D.L.O.: 34" X 59 3/4". SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW A.
61 ••9k
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. (XO, OX) 74" X 63" �
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. ELEVATION
tATVob
5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. oRAwN: Duro No. REV i�' •.' pRlOa;l� ��
scaE NTS °ATE 11/17/14
08-02537
8 s025370F 7 A *4?/()NAL�\N,
REVISIONS
REV DESCRIPTION DATE AP-
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
- 1 1/4" MIN. 1/4" MAX.
OD
-BACKER ROD EMBEDMENT r SHIM SPACE
'---'� _ I
---- --- r1 1/4"
-- - --- - - -- &-APPROVED U S - -_ - - INTERIOR---
SHIM
SEALANT I 1/2" MIN.
J EDGE DISTANCE
a - #10 WOOD SCREW o
EXTERIOR #10 WOOD
SCREW a�Q
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS
BACKER ROD EXTERIOR
O & APPROVED
SEALANT
g 10 WOOD JAMB INSTALLATION DETAIL
u SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
O O
BACKEP. ROD
& APPROVED n 1/4" MAX.
SEALAIIT. -- - - LJ SHIM -
-- - -- - — -
WOOD FRAMING- Q 1 MIN.
OR 2 l
BY OTHERS
1/2" MIN.
EDGE DISTANCE
IQNEB'OBJ23Y261�
WOOD FRAMING OR 2X BUCK INSTALLATION
E iumMCRRECTDRAL6Y6TE118
Eastern MTERN N5 K BF Y
t~m.... . .`b.�. EDRTNYERSRDRDAJA,] ENge•j9+.r�.
NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW 11r 0�8261 �r
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (X0, OX) 74' X 63' �,Qa tt�( ,�
NOT SHOWN FOR CLARITY.
INSTALLATION DETAILS �' ' STATE 0 �
•�+�
i<�` ORiOP•��•
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN; DWC NO. REV i �', • �
DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. 1 08-02537
ISCALIINTS DATE 11/17/14SHUT OF 7 /�IIIIIlI111C\
REVISIONS
REV DESCRIP110N DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
3/4" MIN
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED
-- - ----- -
SEALANT
1/4„ MAX. - ---
r
SHIM SPACE
fl - #10 SMS OR I INTERIOR
U SELF DRILLING
SCREW 3/4" MIN.
EDGE DISTANCE
J� q O
#10 SMS OR
EXTERIOR INTERIOR SELF DRILLING
SCREWS aI JQ
1vIETP.L 0
STRUCTURE
BY OTHERS
O BACKER Roo EXTERIOR
LJ - #10 SMS OR & APPROVED
LJ SELF DRILLING SEALANT
a o SCREW JAMB INSTALLATION DETAIL
BACKER ROD METAL STRUCTURE INSTALLATION
& APPROVED
SEALANT ---
It� SHIM SPACE
METAL � u
TRUCTDRE—
BY OTHERS
I 3/4" MIN.
F' EDGE DISTANCE
VERTICAL CROSS SECTION
MI7TAt-STRGC7URI`INSTA'CG1T10 IGNED'DSJ23j2�TJJ-
�..i. Eastern rAoa Pa1
-3
`�,\� R• Lb •,,,
FORT RR&RR.o—12
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• D 6 *
NOTES: ...
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (XO, OX) 74" X 63'
NOTSHOWNFORCLARITY. INSTALLATION DETAILS r0 TAT OF w�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE a �R10P
DRAWN: OWC N0. REV
DESIGNED IN ACCORDANCE WITH ASTM E2112 _ / IP .
V.LE NTS oAlE 11/17/14 08 S00 25570E 7 A �I�/t IO A�1 \\�,
REVISIONS
REV DESCRIPTION DATE I APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/15 R.L.
_J 2 1/2" MIN. _ BY OTHERS
EDGE DISTANCE
4 '
°
1 1/4" MIN. 1 1/4" MIN.
° EMBEDMENT EMBEDMENT
r CONCRETE/MASONRY
BY OTHERS
- -- - _---------- - - - - --- --a- - 1/4L MAX:_-- --
OPTIONAL1 X BUCK _
SEENOTES3
OPTIONALriNTERIOR
11/4" MAX. SEE NOTESSHIM SPACE
SHEET I °
SHEET 1 SHIM SPACE
3/16" TAPCONR °a3/16" TAPCON INTERIOR
BACKER ROD o 0OAPPROVEDSEALANT ° ° O+
EXTERIOR
2 1/2"
N.
MIN. R a aQQ
°
EDGE a
DISTANCE ,
BACKER ROD I EXTERIOR
& APPROVED 1
SEALANT
D BACKER ROD
r1 & APPROVED JAMB INSTALLATION-DETAIL
3/16" TAPCON SEALANT _
RETE/MASONRYINSTALLATION
1/4" MAX. _
'OPTTONAC--1'X-IB (Jn SHIM SPACE
SEE NOTE 3 - 7 uL I
SHEET 1
Q �1 NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
d ° NOT SHOWN FOR CLARITY.
e ° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
m 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
—elms[oME SIGNED:-W12312015—
utomscru
111111!
A EASTFAH al6YSlEN4
2°, 2" MIN. d rm
E�s�ern I�.IDDa. ,/ ,r�'u.:�w.ro::w:�.:i,n.an.w FDRRT RRS.RORIDA=11 `v•4�C. Ns�.���
EDGE DISTANCE. �ti • l
CONCRETE/MASONRY SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *; 0 61 •*
BY OTHERS (X0, OX) 74" X 63" '
VERTICAL CROSS SECTION r '2► 'cCOR10
CONCRETE/MASONRYINSTALLATION
DRAWN: owc No. REv i/ •� P•� it
SCALED°tE 08-025 37 A /�j `�/DIVIl11 �0`�\
NTS 11/17/14 6 OF 7
REVISIONS
REV DESCRIPTION PATE APPROVED
APPROVED A REVISED INSTALLATION DETAILS
SEALANT 06/22/15 R.L.
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
Q8 WOOD WOOD
SCREW FRAMING
BY OTHERS
\11\1111 1Hi16 1/4" MAX.
TSHIM SPACE
7/16° MIN J
EDGE DISTANCE /4" MAX
--- - ---- - -- - - - - W000_FRAMING
�� ❑ SHIM-SPACE-
BY OTHERS ---
IJ INTERIOR
002
1 N. O o o
EXTERIOR INTERIOR EMBEDMENT -
oQ� o a�
#8 WOOD
SCREW
/ IITERIQ
O APPROVED J I`
° SEALANT 7/16" MIN JAMB INSTALLATION DETAIL
BEHIND FIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
lillllllAplllllh NOTES:
7/16" MIN r 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EDGE DISTANCE / NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
#8 WOOD WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112
SCREW I FRAMING
1-1f4=MIN--BY-O-TWER IGNED`0G/23720T5`
EMBEDMENT
APPROVED - EISTERNMdIRECfURALBYYTENs \
SEALANT d0p- Eastern �g�°SIGN \ \
BEHIND FIN VERTICAL CROSS SECTION �.I �E- `�� v, lk L
WOOD FRAMING OR 2X BUCK INSTALLATION Ptrti w r. "v� a wT—S,R°R—=62 ,-Iv
\rr E Al s%41•
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *� 0�61261 +tlr
(X0, OX) 74" X 63" = ( r
- _ INSTALLATION DETAILS.. TATE F—II -
�9Q .
DRAWN: DWG NO. REV9R1Q4:•� �
SCALE NTS uATE 11/17/14 08 502 5770E 7 A
I
I
I
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i
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BCIS Home L 3g In User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications FBc Staff BCIS Site Map links Search
t5ida i
Pro duct Approval
USE :Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail i
�L rly Lis 7 „I,� it
FL# I FL17472-
Application Type evision
Code Versic n 2 14 �
Application Status i Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
I �
Comments
Archived
I
Product Mardufacturer Eastern Architectural Systems
Address/Ph Ione/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305 I
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@eastemmetal.com
Iit
Technical Representative I Timothy J.Hoard
Address/Ph Ine/Email ; 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
I
Quality Asst rance Representative
Address/Ph ne/Email
I�
Category �lnd,-sSubcatego U
I
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated B Keystone Certifications,Inc.
I
I
Referenced Standard and Year(of Standard) StandardY
I —ear
AAMA 450 2010
TAS201 1994
j TAS202 i� 1994
j TAS203 1994
Equivalence of Product Standards
Certified By
I
I'
I
Product App oval Method i Method 1 Option A
it
I
I
I•
i I
i
Date Subm fled 03/24/2015
Date Valid ed 04/02/2015
Date Pending FBC Approval
Date Approled 05/08/2015
i
Summary If Products
I
FL# I Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits ofPse Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CAR.odf
Approved for use outside HVHZ:Yes - Quality Assurance Contract Expiration Date
Impact F esistant:Yes I 09/22/2018
Design PFessure:N/A Installation Instructions
Other:Sere drawing set foiF mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28.pdf
pressure rating Verified By: Hermes,F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports 'I
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.pdf
Created by Independent Third Party:Yes
I i
17472.2 I [HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
ullion and X Configurations
Limits ojf0;Z.rI1'11,-'de
se Certification Agency Certificate
Approvfor use in HVHZ:Yes FL17472 R1 C CAC 622-101CAR.Ddf
Approv HVHZ:Yes FL17472 R1 C CAC 622-102CAR.Ddf
Impact gesiFL17472 Ri C CAC 622-103CAR.odDesign PI urer- I . FL17472 R1 C CAC 622-105CAR.odf
Other:S e drawing set for mullion size,configuration and FL17472 R1 C CAC 622-106CAR.Ddf
design pr sure rating i Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 II PA-0003 HVHZ SS 2015-02-28.Ddf
Verified By: Hermes F!Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3285 HVHZ SS 2015-02-28.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The S e of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida I w,email addresses al public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this en ity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
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emails providm maybe used for official communication with the licensee.However email addresses are public iecord.If you do not wish to supply a personal address,
please provid the Department witli an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
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i .CI'(3a-,Caret
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�I
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: �'Wl---►��'W2'� r'WI'+'W2 1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLYWITH THE 2010&Sth EDITION 4 I
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. MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. SPAN'L'
4. ADEQULI
ACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE LIP
- --FOUNDATION IS-THE RESPONSIBILITY-OF THE,ENGINEER OR ARCHITECT-OF RECORCITORTHE PROJECT OF--_____
01
INSTALLATION. _ _ _ - - -- VERTICAL-SPAN -----
S. 1XAND 2XBUCKS(WHEN USED)SHALLBE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L' '—'SPAN'L'
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULL'YP � 01 / �-
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, r/ \ W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 001 y/1NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA.
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. L—A/1
0 Wl'
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME TyP 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8A. TYPICAL MULLION ASSEMBLY HORIZONTAL°T° MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITSTHE FENESTRATION PRODUCT.
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. M
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
GENERAL.NOTES,INSTRUCTIONS,AND ELEVATIONS---- - -- -- _ ..__ _ _...... .______-_MULTIPLE MULLIONS REQUIREUSEOF-TWD_WAYMULLIONS._—__.._____. -------------
SEE
__. ._ .. _.. .___ .___ _ _ ______SEE SHEET II FOR ASSEMBLY AND LOAD EXAMPLES. 0
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION It CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - V X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
B - 1°X 4"MULLION DESIGN LOAD TABLES llltl 11111// REVISIONS 'EAS RO WRTERA'�817
9 - 2'X 4°MULLION DESIGN LOAD TABLES \,\.��ES F. o- Eastern ET�S�TvF�Y
10 - 2°X 6"MULLION DESIGN LOAD TABLES .•'G•• ;�.A i� FonR�,FLowDOA�eia
eooeaaria�
` :' O TDA
11 MULLION ASSEMBLY AND LOAD EXAMPLES 7 _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
7 v T T a= GENERAL AND INSTALLATION NOTES
~ �• Jy OATS O WNBY: • DBY:
Digitally signed by Hermes F.Norero,P.E. = 0 .• [ P:''2�; 02 os 13 TJH DUADtN6 DR0P5,ING.
'�j�� • °. �\ \\\ DRAWING N0: BCALE: FBFE CERTIFICATE OF
Reason:I am approving this document` \\\
�u'�p °R�ti� PA-0003 N.T.S. AUFRFEOE TIOCAIEOF578
Date:2015.02.2812:45:10-05'00' J°°us sIe REV:
FevE c-T a w ON NO.MTe B 0A1E ° tl Pi ON —17'20F 11 —
�I 2.009'
0.250"
1.000" -�I 2.000"
--� �»-- 1.000" -�-� �-- 1.000"
0.250" 0.250"
- - - ------ - - ------
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 SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
UALIFI S QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
111111111!// REVISIONS E TIIIARDNITECTUxA MTEYS
/// East! rit' ADMSIONOF
`\\ ��.5 F. O n// EA9TFfW NETAL819RV
�...•••••r•• \`� /�' P^.oM 1MNUM AaNbq.pl nl mow. EBOW72•Y101,F1 x10 MM91]
7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
r I///I�'Cx;IEBry�07•/SrP�JA :�\�`/� DATE:DMNBY:
O. 02 05 13 TJH
r••.N.•rPREPARED BY:
BUILCEN0.G1IDFI0CPAST.EINOCF./ WBE
s PA-0003
N.T.S. AUT>i0AZZA ONNO.29578
395 EASYQN 5JB
iIIDE MT.Of Au DN xa 25575 �' oATE DESO+B'- 2-OF 11 wtv -
5" 0 o
0 0 2.25" o I 2.25" o
"!� 2.25" All /1, 1.75"
2.625" 3.375" 0 2.25"
o 0 2.25" o
4.625" 5.375"
0 00.125"
1
2.25" � 0.125" � 11—
0.125" 2" 1 —1
-- - -- - -- - - -- -- --- -- _--2" X5" X 13/4"-L--CLIP-
T- L-9 . I j
- -- - ----- - ----_--= - - -- _ _ -
_ 2 25"
1 - 2'E-X 5" X-2 1/4" L-CLIP0.126' = 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"-.1 I�-
2.25" 0 0 2.25" � � o � 0.722"--►1 �- 10.46"
2.25" 0 2.25" Mo.2.25" o 0 2.25" 1 0 1.75" 2.335"1 � 2.25' 0 0 0
0.188" U-T
1.25" 2
-10 .25" 0 2.25" 0
2.125" 2.125"
0.188"
T 1015/32" X 2 1/4" H-CLIP 21 4" CLIP 13/4" U-CLIP 1.25" A
ALUMINUM 6063-T6 ALU/NUM 6005-T5 ALUMINUM 6005-T5 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625"
"1111111111// REVISIONS a� "�omaDorNi srsiEus
♦1A S F. - Fast®rn _ EASTERNUEiwa,�Y
O O O O `\\\♦�\'�,..... �,,j� �'mwoo'uws FOWMFLCN0A33913
0.125" .\ w:'...N o
0.875" 1 =* ; 7' RTICAL CLIPPED
DHORIZONTAL CONFIGURATIIONS
CLIP DETAILS
-O . T T DAm w.Aww Dr. vr&FARED ar:
8 1/4" X 3 3/8" H-CLIP ��0�'., ( P;'�<u�\� 5 13 TJHALUMINUM 6063-T6i•py (j ♦\ SCALE: aU31DIRTMC TEOF 003 N.T.S. AUTHORI`ZAnON140..2957e
JBa E DASTVAWA ♦J7a DESCRiPfIDN 39375 BY OA,E 11
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 21/2"MIN. ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE OR
MASONRY BY OTHERS
CAULK BETWEEN ° a d a 3/4"MIN. ° ° EXTERIOR MULLION CLIP
CONCRETE/MASONRY 6 IX °•. d ° 'o 11/4"MIN. EDGE DIST.
WOOD BUCK BY OTHERS EMBEDMENT °• NP'
----- — -- 'U'CLIP
e TYP.
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
tp. BY OTHERS MASONRY BYOTHERSCAULK BETWEENION CLIP CONCRETE/MASONRY&2X VERTICAL
WOOD BUCK BY OTHERS ° MULLION,TYP. I I
I I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS a. MULLION
INTERIOR TYR HORIZONTAL SECTION
I
MULLION TY 4 T-MULLION INTERSECT DETAIL
HORIZONTAL SECTION SIDE VIEW
B ERTICAL SECTION 4 JAMB-2X WOOD BUCK
SIDE VIEW-HORIZONTAL
4 HEAD•CONCRETE/MASONRY
SIDE VIEW-VERTICAL INSTALLATION
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
I I MULLION NOTE EXTERIOR INTERIOR
TYP' MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ® ® —TYP.
I I ALL MULLION 4 CLIP ASSEMBLIES. VERTICAL
I I SEE SHEETS 6-10 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, _ MULLION,TYP.
MULLION CLIP AND DESIGN PRESSURES.
I I TYR
HORIZONTAL SECTION
X-MUWONINTERSECT DETAIL
° SIDE VIEW
_.._,. _._. _...._ .. ....._... _...._. .... �p ._ ...a .. ,.:. .; 11/4"MINT .... ...... .. _.,..... _ . _.._ .. _... .... _. . ._... .. ....... .... ..
•d. a EMBEDMENT
L�AStf?1� AOMSONOF
111111 REVISIONS EAsreRx ARexREc7uwu.9YBTEM9
PRECAST SILL ° e `,`p1 JJJJJ,, �� EAWERxYETALBAPS
BY OTHERS ♦\♦♦Q� $F. 0 �i� �
♦\ • • ,� ,. TMM=
ws FORTWVAR FLOAD
\` •• II - F60D1]T ARB,FlCxi1DA S1BU
INSTALLATION' Z;'
ANCHOR(SEE NOTES 2 1/2"MIN. s 7 nnE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEETS 6 EDGE DISTANCE -* . *= VERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
A VERTICAL SECTION ;$= T T `u= DATE Cumv.. PREPMEDBY:
4 O'•. ( P;' Jv 02 05 13 TJH
SILL-CONCRETE/MASONRY �i \_♦♦ DRAwixox¢ BDAu:: BUILDING DROPS.INC.
f�MNCIRJlO (j• ♦ FSPE CERTIFICATE OF
SIDE VIEW-VERTICAL �T7pp{5\¢�♦ PA-0003 N.T.S. AUnWIZ TICNNO.29578
FBPE SAT.MRY FL 1Q7 HO 38370 BY DATE DESCPPnM qEy �4 GF 11
VERTICAL MULLION
U—CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H—CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H—CLIP ANCHORS
ALL INSTALLATION HOLES'
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 3 I/8"MULLION
AND H-CLIP.OTHER.MULLIONS AND CLIPS ARE.APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS FAETER EASTA DrMCREtAL SYSTEMS
F. / :Eastern , w
•s • .
((�, •�� I/' M^Cl1:]sNU A/WCs�IeNYL. FRB FROM.
FORRTTM A33913
7. .z_ ' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
a T T MULLIION AND CLIP ASSEMBLY DETAILS
4J BATE:�L-NT
02 O5 13JHmA1xRa NaRTIFBPECERTIFICATE OF
IRE uBl��1nM1b3Yad PA-0003 T.S. nuniouznnoNNO.zs57A
FEPE CTAT.OF AA Rp,2957E �� BEBCRIPTIWIREV 5
I--
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" UGH 1.000"-ONE-WAV MULLIONS MULLION MULLION a
SPAN'L' TR 18 W44ULRYWIDTH'W' IN.
IN. 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
48 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
161.6 123.7 101.5 77.7 71.1 67.2 66.7 63.8 `• -
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 4LS 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MULLION:I"x 3-118"(LIGHT)-TWO-WAY MULLIONS 111 X 3-1/8"
(LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH'W' IN. ALUMINUM 6005-T5 _T MULLION
(IN.) 18 24 3DP49686
42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 143.6 125.6 113.5 11L7 100.5
60 200.0 200.0 160.8 114.9 100.5 90.8 89.3 80.4 W1 r W2
72 157.6 118.2 94.5 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH e 2
84 99.2 74.4 59.5 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS d 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 SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 •CONCRETE:1/4"ITW TAPCONS
° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
° 6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"A EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"A EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
211 X 511 X 2 1/411 L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
21 411 U-CLI P •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
ALUMINUM 6005-T5 .■
ALUMINUM 6063-T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
MUST BE USED IN PAIRS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS 0 0 ° \`,``���g F lO"4'i♦♦ REVISIONS wilh
�AMSIONF Easter
\\\\��•` ARM
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