HomeMy WebLinkAboutProduct Approval REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
--_ ___REQUIREMENTS OF THE FLORIDA BUILDINGCODE_- ___= - _ =_ S�FO�NIENT LENGTH TO ACHIEVE_A_1 3/8".MINlU EMBEDMENT. LOCATE ANCHORS AS -
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL_ S LOADTO H IN INSTALLATION DETAILS.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS.
- -
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 3. FOR ANCHORING INTO METAL STRUCTURE USE #10-SMS OR SEST UCTU NG SCREWS WITH-
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL. SHOWN IN WINDOW SEPARATE APPROVAL.
7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN 5. ALL FASTENERS TO BE CORROSION RESISTANT.
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. SUBSTRATESWITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL -
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND NGTH
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP.
SCREWS MUST BE FIELD INSTALLED.
SIGNED:06/24/2015
EASTERN"'FE"'"' ,
�/��{wAIF�� A DIVISION OF
�� iR OI�W/ b1Y EASTERN METAL SVPFLY
s AI Llmrw uwa ISNI OOMESTICAVE (! ■� -f
FORTMYERS.FLORIDA St91]
��v \ •ty�rY s• NF1�I
TABLE OF CONTENTS s � �Y .x� = ��v F
SHEET NO. DESCRIPTION 176 VERTICAL MULLION *' 0 51 *�
1 NOTES IMPACT NOTES-
OTIES ND ZONE 3 1p
TATr'07
2 APPROVED CONFIGURATIONS AND CHART ✓0�•.
DRAWN: DWG N0. REV /�s
3 6 5 COMPONENTS DETAILS SCALE NTS DATE 07/18201408 sOEET 580E 6 A ��iisj�NA�1�����\
145 1/4" 145 1/4" 145 1/4" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTIONDATE APPROVED
W,
W1
W2 A REVISED INSTALLATION DETAILS 06/23/15 R.L.
108" WINDOWLEWINDO"
ffE-
W
� � � WINDOWHEIGHTFRAME WINDO WINDOW WINDOW WINDOW
SPAN)(MULLION 1-'IF-w2 ----- --- - - ------W1- W2 ----------------- w1�ll^wz ----- - - --------- - ---------
145 1/4" 145 1/4" 145 1/4"
- COMBINED WIDTH - -- -- COMBINED WIDTH - - _ COMBINED_WIDTH
145 1/4" 145 1/4" 145 1,/4"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
W1 w1W2 W1 W2
DESIGN PRESSURE TABLE INSTRUCTIONS:
I1 CHAIN ER REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
108" /� 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
FRAME WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
HEIGHT WINDOW WINDOW WINDOW WIDTH.
(MULLION 3. LOCATE MULLION SPAN (UNIT HEIGHT) .AND TRIBUTARY WIDTH. AT
SPAN) THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
/ MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
�- - MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
�- MUST BE EQUAL OP. GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
APPROVED CONFIGURATIONS
----- -- TRIBUTARY WIDTH = W1 2 W2
Design pressure rating(pso
Mullion tributary width(in)
span(in) 24.00 30.0 36.00 41.00 48.00 54.00 60.00 66.00 72.00
24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
42.00 120:0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
46.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.01SIGNED:06/24/2015
UM 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 -M-ITE
0.00 120.0 120. 120.0 D.0 120.0 120.0 120.0 120.0 120.0 ��� �°ast�py � EASTEanMETUSYPRV
. 0 120.0 120.0 120.0 119.2 114.1 111.2 110.3 110.3 ® ���\.•"'
10311 pONESTIG AVE
72.00 120.0 120.0 120.0 112.2 104.3 98.9 95.3 93.3 92.7 ^-••• »• = »» Eeo°w3ina•FOR10A19I° `�V.•�\G E N S�'9cP
78.00 120.0 120.0 111.2 99.4 90.4 83.9 79.5 76.5 74.8 176 VERTICAL MULLION *4 ,61
t1y2 'k='
84.00 120.0 104.1 88.8 78.3 70.8 65.3 61.3 58.5 56.6 IMPACT - WIND ZONE 3 (jf�tsL
90.00 103.4 84.1 71.5 62.8 56.5 51.9 48.4 45.9 44.1 rvAPPROVED CONFIGURATIONS AND CHART r� TATL" OF ,,
96.00 84.9 68.9 58.5 51.2 45.9 42.0 39.0 36.7 35.0 ,.0�..,�A
-102.00 70.6 57.2 48.4 42.3 _37.8 34.4 31.9 29.9 28.4 L
DWC NO. REV /�/mss tOR110'
108.00 59.3 48.0 40.6 35.3 31.5 28.6 26.4 24.7 23.4 oA E 08 s0E258A 07/18/2014 2 OF 6
REVISIONS
REV DESCRIPTION DATE APPROV<D
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
FOR MASONRY/
CONCRETE
- - _ - - NSTALLATION_- -
INSTALL ANCHORS
AT THESE TWO,
CLIA -._ - MU --
LLION
LOCATIONSL
- = -- _ - - _
--- ---- --- - --ANGLE -MULLION.--- FOR .MASONRY
- -—CONCRETE' -
INSTALLATION
INSTALL ANCHORS
O O O O O Q 0 O AT THESE TWO
- - ------------ ------ ------------------ -- ---- ---- -LOCATIONS-ONLY---
MULLION
ONLY---MULLION MULLION
CLIP ANGLE 3/16" TAPCON
CONCRETE 3/16" TAPCON CONCRETE
/MASONRY
STRUCTURE. /MASONRY
BY OTHERS + STRUCTURE
d BY OTHERS ° ° d e ° 1 1/4"
a 1 1/4., ° ° ° e
MIN
MIN a ° a° ° ° ° d ° EMBEDMENT
EMBEDMENT
d e °
(VERTICALMULLION WITH CLIP DETAIL 2 1/2" MIN VERTICAL MULLION WITH ANGLE DETAIL 2 1/2" MIN
4 L
CONCRETE/MASONRYINSTALLATION EDGE DISTANCE CONCRETE/MASONRYINSTALLATION EDGE DISTANCE
2 1/2" MIN. SILL SHOWN-HEAD SIMILAR 2 1/2" MIN. - SILL SHOWN-HEAD SIMILAR
EDGE DISTANCE EDGE DISTANCE
SIGNED:06/24/2015
y�}p� EASTERN ARCHITECTURAL SYSTEMS `ii 11i1tI�.
EPSTERNMETFL51'PPLV
F0--—l—- d �(,'E N;pA*
utw ANT 099dE Y206 1 ' � -S
176 VERTICAL MULLION 7k' A0 AT 5
IMPACT - WIND ZONE 3 r
INSTALLATION DETAILS ` 7 ''•-�
DRAWN: DWG N0. RAV
EVs ``
SCALE NTS DATE 07/18/20148 so EZS80F 6 A ',/'SIONAt'���\\\\
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
1 1/4 3/8..— 3..
1 1/2"
5/16' Rf
1/16"
7/8"
61/4"
5 - -- -- - MULLION - - - -
r --- -- --- -'--
-------- ------ — {�10-X 1..-PH ---- 10_X._1' pH -
SELF DRILLING SCREW SELF DRILLING SCREW
LOCATE ANCHORS PER LOCATE ANCHORS PER
WINDOW/DOOR ANCHOR WINDOW/DOOR ANCHOR
-
2" SCHEDULE - - SCHEDULE
11/4'X3"TUBE MULLION WINDOW FRAME WINDOW FRAME
ALUMINUM 6063-T6.125'THICK ILL_.. REFERENCE ONLY O O REFERENCE ONLY
MOMENT OF INERTIA:2.755 11,114 ANGLE _
SECTION MODULUS:1.8641N13 ALUMINUM 6063-T6.125"THICK
INTERIOR
10 7/16"
3/8" 3"
1 1/2" ----_--EXTERIOR
WINDOW TO MULLION INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
0 MULLION IS NOT LIMITED TO THIS PRODUCT
4 15/16" 5/8" 61/4"
2„
SIGNED:06/24/2015
CLIP tltlilill
EASTERN ARCHRELTURAI SYSTEMS
ALUMINUM 6063-T6.125"THICK Eastern EASTERNMEAOMSITAl9YPPLY ��Imp
FORT MYE FLORIDAM2 `\v\ \y I•�S �(I1/��
W0432-
176 VERTICAL MULLION �*• 6,. 51
IMPACT - WIND ZONE 3 �'0Ra
COMPONENTS y0 TAT Of t4Z
iOv .4r�
DRAWN: DWG NO. REV
SCALE DATE 08-02258 A 111!16111111
NTS 07/18/2014 6 OF 6
I I
-73
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(}r3
Ia Product Approval
�? USER:Public User
'tx��a�:�rrtu
ar
I
Product Approval Menu>Product or Application Search>Application List>Application Detail ,
ffi # FL# -F-6412-112
k Application Type evlslo
Code Version 2014 I'
I
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission cif necessary.
i'
Comments
Archived 0
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305 I;
jflesher@easternmetal.com
i
Authorized Signature James Flesher
jflesher@easternmetal.com
I
Technical Representative Timothy]. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913 I
(800)432-2204 Ext 4314
thoard@easternmetal.com
I
Quality Assurance Representative
Address/Phone/Email
I
I
Category Windows
Subcategory Single Hung
i '
Compliance Method Certification Mark or Listing '
i.
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I�
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A446i 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E 1886 j 2005
ASTM E 1996 2005
ASTM E 1996 2009
TAS201 1994
TAS202 1994
TAS203 I 1994
f
Equivalence of Product Standards
Certified By
I
I
Product Approval Method Method 1 Option A
Date Submitted 09/28/2016
Date Validated 09/29/2016
Date Pending FBC Approval
Date Approved 10/02/2016 I
Summary of Products
FL# Model,Number or Name Description
16412.1 176 Vinyl Impact Single Hung 176 Vinyl Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL16412 R2 C.CAC NI012195.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2018 '
Design Pressure: N/A Installation Instructions
Other:Design Pressures are as follows: Fin Window FL16412 R2 II 08-02S38A.Ddf
+70.0/-85.Opsf, Flange Window+70.0/-85.Opsf.Maximum Verified By: Louis R. Lomas,P.E. 62514
Size: 54"x 77". Frame Material to be Rigid PVC From Created by Independent'Third Party:Yes
Deceuninck North America AAMA Certified(DEP-1) Evaluation Reports I
FL16412 R2. AE 13-0328 09-COMP.Ddf
FL16412 R2 AE 13-0328.09 Dupont SentryGlas.pdf
FL16412 R2 AE 513311'A.12df
Created by IndependentThird Party:Yes
16412.2 Series HD2451/Series HD2461 Series HD2451/Series Hb2461 Vinyl Impact Single Hung
Single Hung
I ,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL76472 R2 C CAC NI011536-RI-sianed.pdf
Approved for use-M id Z•Yes Quality Assurance Contract Expiration Date
Impact Res! alit Yes 09/30/2018
Design Pre surer+65.0/-65.0 / Installation Instructions
Other:Maxi aping Fin or Flange FL_t641?-R2 );.�0$:01r�3, P�1df
Frame.Frame Material to be Rigid PVC From Deceuninck Verified By: Luis R. Lomas,P.E.62514
North America AAMA Certified(DEP-1) Created by Independent.Third Party:Yes
Evaluation Reports
FL16412 R2 AE 51264'1A.odf
FL16412 R2 AE NOA Saflex PVB 15-1201.11.Ddf
Created by Independent Third Party:Yes
i
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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NOTES:
1. T HE PRODUCT SHOWN HEREIN IS DESIGNED AND.MANUFACTURED "TO COMPLY WITH
REQUIREMENTS OI THE FI.OR'DA BUILDING CODE.
-- I I PROPERLY
2. NJOCD 17A.>4IIQ6 AND h":ASC)NftY D-'ENttdG 1'0 Bim`DES"Ci�EL.AND:4{vCliCR_�'TJ -
TRANSFER ALL: LOADS.TO STRUCTURE. FRAMING:AND MASONRY OP:NNG SS THE'
RESPONSIBILi; OF Tt:i+_ ARCHTECT'OR ENGINEER;OF RECORD.
i7-l3UCk=JrER_ft.AaCftRY,/ OhGI�TE ES_CPTCNA ltl ARE-!&_131. K I�'NOT t)5 D _
DISSIMILAR JiAIEW ALS MUST-BE SEPARATED WITH APPROVED COATING OR MEMBRANE. "--
SELECTION OF COATING OR MEMBRAIIE IS THE RESPONSIBILITY OF THE .`ARCHITECT OR
ENGINEER OF RECORD.
--- 4. ALLO`A'ABLE STRESS INCREASE-OF-1-173-WAS NOT-I SED IN THE DESIGN.OF THE-PRODUCT---- -.
SHOWN HEREIN. WIND LOAD FACTOR Cd-1,5 WAS USED FOR WOOD ANCHC;i -- -
CALCULATIONS,
FRAME MATERIA!_: EXTRUD%D RIC1D PVC. .
6. uNITS MUST t3E.GLAZED PER ASTM E1300-04. SEE SHEET 2 FOR GLASS DELAILS. '
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NO,Ts_REOUIRED FOR THIS PRODUCT iN WIND
BORNE DEBRIS REGIONS.
8. SHIM AS REQUIRED AT' EACH INSI;ALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM A.LLO'NABLE SHIM STACK 'TO BE 1/4
9. FOR ANC14OR€NG INTO WOOL) 'FRAMING OR 2X ,BUCK USE #8 WOOD SCREWS WITi-I
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SURSTRATE, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 31116" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOS;N IN ELEVATIONS AND INSTALLATION DETAILS.
ll, FOR ANCHORING INTO METAL STRUCTURE USE r8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL..
LOCATE ANCHORS AS SHOWN IN ELEV'AT'IONS AND INSTALLATION DETAILS.
12, AAI, FASTENERS TO BE CORROSION RESISTANT,
13. UvS'TALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WIT!! ANCHOR
MANUFAC'TL1-LR'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NO" E3E USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED B'ELO'N:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G--0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI,
G. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 TOR GREATER).
D. META!_ STRUCTURE: STEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
14. FLANGE IS, USED FOR INSTALLATION PURPOSES ONLY AND MAYBE REi IC`FED FOR 130X
FRAME INSTALL PON.
1 . ADD-ON SILL RISER MUST BE.INSTALLED IN THIS PRODUCT IN ORDER TO MAINTAIN DESIGN SIGNED.,0612312015
PRESSURE RATING AS SHOWN HEREIN. TABLE OF CONTENTS SERIES HD2451, SERIES HD2461 AIXAT?SINGLE HUNG WINDOW 44 X 84
SHEET NL). DESCRIP ON NOTES.._..-..._.,..._......__.-...___......._...._,-.._,_-__—_--.---... � �``
1 NOTES �O♦ �`
DRAWN: ova NQ. REV
3 5 I9STAUl02ENG AND GLAZING DETAILS -} a 08-01933
A ,lxN
NA11��\X
L4ON DETNTS °A'E 02/26/13 10� 5
.. _ RMStGNS
. .. FtLY 4FSCRiP?IGN PAI4: AP,t?GtiEP.
...w. MAX FRAME �'iCI"ti-_..__....r
�-^---44" MAX. FRA"dE VIRITH----" A RVASIM INSTALLATION D%-WLS 06/23/2015 R.IM
2' MAX..__. _. .........t.. iP.. 2„ P,'AX
__ ._......_.._............
MAXOG �' 6" MAX �._ f ... I MAX O.C.
6".h1AX t
6",MAX MAX
I
`MAX
�10 Q.r
4
84" 84" -'I/8"
090" SAFLEX BY EASTMAN
I
MAX MAX FRAME
iEi%H (S" ANN. jam- t/$> ANN-
FRAME
NN:
FEIGH.T HEIGHT (}INTERIOR
EXTERIOR {)ESSICANT FILLED
STEEL SPACER
` tw
SIKA 552
f I 7/16" BITE _
r
'r I SETTING BLOCK GLAZING DETAIL
l o'r
F.. 6" MAX � I � 2.: MAX
�_�._.
ERSIES HD2451 SINGLE HUNG WINDOW
SERIES-HD2461 SINGLE HUNG,WINDOW EXTERIOR VIEW.
EXTERIOR VIEW FIN INSTALLATION
FRAMEJN6IALLATJO -Y
DESIGN PRESSURE RATING IMPACT RATING
#65.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D,tWN_20tUE4—"�
SIGNED:06/23/2015
.. __ - - � FAStFRNORpu'tFMttU:-GYStFrg
+IA.n..•,.....:.,.:'''..,. r�rearFns.nat�tz. \ a •'`• 'Q //
SERIES HD2451, SERIES HD2461 `*• �
SINGLE HUNG WINDOW 44 X 84 — �`
ELEVATION, ANCHORING AND GLAZING DETAILS p• TAXXOF
.. MAIN* L4tiG NG. REV // •'��pRlOp•\�\
V.L. 08-01433 A
LE oA' s
�� S
SCANTS e 02/26/13 "E=T2 OF 5 ti �G
.. 2 1/2-
,•}i Iv HLViSIQhS
I� EDGE DISTANCE'� r1v accv:l=ro ure Anp Vie.
CONCRETE/MASONRY _...._._.....�,._-.... .. .-....`....1.....;s.._-.-...._-a + .._..
A REVISED INSTALLATION DETAILS oa J23J2015 R-U
BYOTHERS ,.-.__ _...._._... .._.. --...._..._...._._..........__....__..............._........_...................__._......- -
+lA A "?A 4
�•
' t 1/4" MIN.
OPTIONAL IX BUCK e
e Eh19ECME:11,
:0 BE PROPcRL"i 1 1/4" MIN.SECURED s= _ y --4 - __.__ - ` - - EMBEDMENT
SEE NOTE 3 SHEET 1 ` --�
-- ..-_ CONCRETE/MASONRY-
APPROVED
CONC
APPROVED- l Jl-I RfT BY OTHERS
SEALANT r 1�`v d,X Df 1'It N?s 1X 13 1CK 1 fq„ 4fAX
a�1i1NG I _ S' ;r_ _ - -----' a v SHIM SPAE'__:____ ..
-SHIMd EAC -_ - _ _TO_.B RO...ERL.: —
a
SLANG€ - - - - I - - - '-' -- --- -- -
iSECURED
BY OTHERS 'tf 16" rr-cacti SEE NOTE 3 SKEET 1 ;q
{
- p
3/'16" TAPC N INTERIOR
- - ------- ----=-HEAD TO BE-SE �- I -
i IN A BED OF 4 c°
i.1.1...I_ APPROVED SEALANT 3.
BY OTHERS
EXTERIOR INTERIOR i`1 I CaLl I
�
tr
MIN: ---
( _ EDGE
au- DISTANCE j V jf u7�r1 ^fes
fjo
JAMB INSTALLATION DETAIL
�. SILL TO BE SET JAMB TO BE SE-f GONCRF,LE�IMASONRYINSTALLATION
IN A BED .OF 1N A BED OF
APPROVED SEALANT APPROVED S:A4a1NT
BY OTHERS. By OTHERS
„APPROVED � I
SEALANT f 3 o{ � TAPCON APPROVED SEALANT
BEHIND Y f 16'"
1 BEfiI,Nl) Fts,N'vE
BY FLANGE_ BY OTHERS
OTE1/4" MAX.
OPTIONAL. 'IX BUCK SH SPACE NOTES:
TO BE PROPERLY S 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERSSECURED .
L" 'COTE 3 SHEET i _ -- NOT SHOWN FOR CLARITY.
SE
--' ! 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
CONCRETE/MASONRY - ��- ..._..__..._......�-. GNED IN ACCORDANCE WITH ASTM E2112
DESi
BY OTHERS ° ° -- SIGNED'0612312015
4 e 1 1/4" MIN. ewsst�c+e-'xrrK;suxA:.s'rss[vs 1IlIt1
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SCIS Home ( Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map { Unks Search j
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Product Approval
USER:Public User
Product Approval Menu>Product or Apolication Search>Application List>Application Detail
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F.73=01701s A
FL# FL17288-R1
Application Type RevisioD�\
Code Version2014
Application Status
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Comments Validated 7/28/2015.Set to re-apply 9/11/15mm
Archived 1....
Product Manufacturer Eastern Architectural Systems
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Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912 I
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
i jflesher@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
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(800)432-2204 Ext 4314
thoard@easternmetal.com i
Quality Assurance Representative
Address/Phone/Email
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Category (!indows
Subcategory ullions I
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer I
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£% Evaluation Report-Hardcopy Received
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Florida Engineer or Architect Name who developed Luis R.Lomas
the Evaluation Report I
Florida License PE-62514 "
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2036
Validated By Steven M. Urich,PE
[ Validation Checklist-Hardcopy Received
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Certificate of Independence FI._17288 R1. COI 513178A.odf
Referenced Standard and Year(of Standard)
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Equivalence of Product Standards
Certified By
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Sections from the Code
1710.5.3 1
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Product Approval Method Method 2 Option B
Date Submitted 06/26/2015 j
Date Validated 09/11/2015
Date Pending FBC Approval 09/11/2015
Date Approved 10/16/2015 I
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Summary of Products
FL# Model,Number or Name Description
17288.1 176 T Mullion-Impact 176 T Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R1 II 08-02425A.Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL172fi8 Ri_AE 13tZ.RA.df
Created by Independent Third Party:Yes
17288.2 176 Vertical Cross Mullion-Impact 176 Vertical Cross Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R1 AE 513179A.0df
Created by Independent Third Party:Yes
17288.3 176 Vertical Mullioin-Impact 176 Vertical Mullioin-Impact
omits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R1 Ii 08-02258A.Ddf
Approved for useo e HVHZ:Yes Verified By: Luis R. Lomas,P.E.62514
Impact Resista Yes Created by Independent-Third Party:Yes
Design Pressu :.N/A Evaluation Reports
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Other: FL17288 R1 AE 513002A.odf
Created by Independent Third Party:Yes
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