HomeMy WebLinkAboutBuilding Permit Application i
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: KIP C l'l Permit Number: '�V(
IIS ;.S.:-_-_`-",.I ——�y,�_,ry- � � �c�v .r ,F•---^,-a'`e
Building Permit Application 0 6x017
Planning alnd Development Services
Building and Code Regulation Division hEW-fill71igC
2300 Virgin iaAvenue,Fort Pierce FL 34982 St. Luc
u ie County FL
Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
i %P-)'t� s
WIN- "M4?
iI r
Address:
Legal Description:
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Property T x ID#: 3 3 21 5iz Z ^•ey=)-19 - CO LO ^ O Lot No. /
Site Plan Name: Block No.
Project Name:
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Setbacks I Front Back: Right Side: Left Side:
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� �-s+� 11 1 � ��- w��ads v� .L„:�.►�g
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Additional�nror to a Orme un ert rs permit=c "Mapply:❑HVACGasTank as Pipingrs &Windows/Doors
I___G �—
Electric 0 Plumbing Sprinklers Generator Roof
Total Sq. Ftiof Construction: Sq. Ft.of First Floor:
Cost of Construction:$ y , k9
1 Utilities: Sewer M Septic Building Height:
i
NameName: Peter Cafa-o III
Address:. •17•8 Company: Lowe's Home Centers, LLC
P.O. Box 781993
City: ��✓'�'�� .��.r�1�. State:- ildcdres.:s.:
Zip Code: `Fax: '` City: Orladno — State:FL
Phone No. `3cc3b �'� •7,O'1. Zip Code: 32878-1993 Fax:
E-Mail: i Phone No. ?2 •LU 3;,g s
7
Fill in fee simple Title Holder on next page(if different E-Mail:_--rR Q>—L- $LAheo . cow-
from the Owner listed above) Stag or County license: CGC1508417
If value of construction is$2500 or more,a RECORDED Novice of Commencement is required.
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�a}Product Approval �
1 rafess� 11 Z}a� U5EF1:Public U�cr a
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A,) C tion befall
1 c y f� be a Ft.# FL11.968-R3
AppllCa'on'Type Revision
Code Ver 'on 7_G14
Application_'+atus :proved
Comments
Archived
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j
Product Manufacturer Eastern Metal Supply 1
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,,FL .407
(800)432-2204
Irod riguez@eastc^.r netai.com
Authorized Signature Bill Feeley
Irodriquez@ sternmetal,com p
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ernail
Category Shutters
Subcategory Storm Panel. y
Compliance Method Evaluation Report m a Florida Registered Architec, or a Licensed
Florida Professional (neer
Evaluation Report lardcopy Received
i
Florida Engineer or Architect Name io developed Walter A.Tilsit,.tr.
the Evaluation Report
Florida License PE-14167
Quality Assurance Entity National Accreditation and Managen.Mt Institute
g
Quality Assurance Contract E piration Date 12/31/2017
Validated By Frank L.Beni iardo,P.E.
Validation Checklist-Hardcopy Receiv 1 pp
Certificate of Indeoet ence
j
Referenced Stan rd and Year(orScandard) Stnd�t�i r
ASTM 030 2�1 -
SS'fG 12-99 13951
Equivale 'e of Product Standards
Certifie By
4
Sec ons frorn the Code
a
I
Product Approval Method Method 1 Option D
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j SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: i
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable
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i Name: _ Name:
Address: i Address:
City: State: City: State:
Zip: Phone: — Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
f Address: Address:
City: _ City:
Zip: Phone: _ Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the-work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in,conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,1 do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt•from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice,of Commencement may result in your paying twice for
improvements to your propert A Notice of Commencement must be recorded and posted on the jobsite
before the first inspec ' rr." yo intend to obtain financing, consult with lender or orney before
commencing wor recordi r Notice of Commencement.
i
} Signature of r/ ent/Les e Signature o Contra r/ nse Hol
STATE OF FLORI STATE OF FLORI r A
COUNTY OF s« I COUNTY OF Sic
The(oreoing instrum t was gcknowled a before me The forsoing instrum n was acknowledge ore me i
`` t
this ay of 20 y I this of 20
• - I i
I -
Peter Cafaro III _""'J� I Peter Ca`a,o in
(Nameof v ackno% gng} - (Name of person ac gui i
(Signature of Notary Public-State of Florida} i (Signature ofNotary Public-State of.Florida)
I
Personally Known x OR Produced Identification Personally Known x OR Produced Identification
Type of Identification Produced Type of Identification Produced
i
I Commission No. (SeRf�CN BOCOOK Commission No. BOCOOK
Notary Public-State of Florida `• 1•�`= Notary Public -State of Florida
Ex�i�es-h7ar r �&t$ �ly-Coiam_..Fx�.e4 mat-7.
o 1 `, Commission#EE 176869 �F�r ? Gomm ss<on ti EF 176869
Revised 0 /15/20 Bonded Tthrouoh National Notary Assn "'"^ Bonded Through ti,;,ona:Notary Assn.
noP
__ -_- _
REVIEWS ! FRONT � ZONING � SUPERVISOR PLANS VEGETATION SEA TURTLE
MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE �
i RECEIVED 1
i DATE — I
COMPLETED
Page 1 of 3 Pella D
I Reliabilt D
`f —J) W6vlNG-
iLl-- Other
JUN 0 6 291r ��
�� ,��� 1 C y
PSE ricing Worksheet - Wind0, 6 }
M COP
St. Lucie Counter, FL (Complete and Fax to Installer)
Customer: A i Store: .3 y
Phone(home): 3t`& -ffyco- 7DI Phone(cell): Phone(other);
Install Address; �lpD Sti+J �-E 6a�oq{ t�2. �.d_. �L 3 y
Directions:
1. Draw the walls where windc ws are being replaced and label therm front, back, L side or R side
(as seen from the street)
2. Draw the windows that are being replaced on each wall drawing
3. Place a capital letter beside each window in the drawing. Windows with the same dimensions
will have the same letter. Complete the information on the next page using the corresponding
letter.
Front ��
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SCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications 1 FBC Staff BCIS Site Map Links Search
Or *Product Approval L u \t 1 (j VFUSER:Pubilc User
9��{Product Approval htemi>Product or AooL•catien Search>Aoolication List>Application Detail i�d t'�
FL# FL14604-R5 Lucie
!—+1ti—
Application Type St. u0ie Ccunt)', FL
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ..-':
Product Manufacturer Eastern Architectural S �
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912 ' OP�
(800)432-2204 Ext 4 , 5 �. �
jflesher@eastemt I.
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
os
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC N101336,d.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14604 RS 11 08-02914.t)d
Glazing:3/4"Overall Laminated IG Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 RS AE 513739 pdf
Created by Independent Third Party:Yes
14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
-timilts-of-Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC N1013364.03.vdf
Approved for us �Z:Yes quality Assurance Contract Expiration Date
Impact Resi, jt: e�Yee 09/30/2018
Design Pre;; +50/50 Installation Instructions
k,e-. W
f;Z
Other:OIX Max. W-53 1/8"H-72"Glazing: FL14604 R5 11 08-02915.nd
.3/4'Overall Laminated IG Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R5 AE 513740.od
Created by Independent Third Party:Yes
14604.7 --i-Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL146(),4 R5 C CAC 1\11012533,01=R3.udf
Approved for Use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure;+50/-50 Installation Instructions
Other:Configuration:0/X Vent Size:W-51"H-34.5" FL14604 R5 11 08-005646.pd
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 R5 AE 510953A.pdf
FL14604 R5 AE NOA Saflex PVB 15-12()1.1 I.od
Created by Independent Third Party:Yes
14604.8 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
SH
Limits of Use Cert cation Agency Certificate
Approved for use in HVHZ:Yes FL14604 RS C CAC N1009020.01-112-signed.Drif
Approved for use outside HVHZ:Yes FL14604 RS C CAC N1009020.02-Rl-signed.0
Impact Resistant:Yes FL14604 R5 C CAC N1009020.03-R2-sioned.pdf
Design Pressure:N/A FL14604 RS C CAC N1010670.01-PI.ndf
Other:See drawing 08-02476 for design pressures. FL14604 R5 C CAC N1010670-RIzaigned.Rdf
Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL14604 R5 11 08-02476.od
Verified By:Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R5 AE 513232.i3d(
FL14604 R5 AE NQA 14-0423.16.PD
FL14604 R5 AE VOA Saflex PVB 15-1201,11.pjf
Created by Independent Third Party:Yes
FEE], Next
Contact Us 2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455,275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you am a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accepts:
V1 is 99 M
C(18dt Card
Safe
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7. FE!CK5 'SHALI. EXTEND BEYOND NIN::O'N 'NTE;�ICR FACE ..-. `HAT FRAME 'IL!PPJP:T
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F'%ME I:-'EP:AL: E•TPJCE'L, RIGIC P.C.
-. I,I11T3 .;UST BE GL =C OPER '-ST:J E1300-04/09. ,cE SHEET _ 'Cl, CGA!-S.
i. A'= 2,^VEC !'v1PA;. F.rY.:TCC''IVE SYSTEMA IS- '':T_[21=ii_r_K_f"_�.. -iR 'N:S z.,...,,_ ,V V":.\,:)
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ANC.'HOR:: AS SF:rWiN N L:.E�1:;T;i;N`_ AND "VSIAlLiI!,'lN 0,-_''F:'_`.,.
SIGNED:05/25/2016
EASTERN MLHITECTWAL SVBTENS "1111171
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1BN1 ZTTERRMUT SVPPLV `\�\C R.•`O�'�oi,�/
MYENS,FL]]913 \ . GG� ••V"I
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SERIES 461 VINYL EQUAL LEG FRAME IMPACT * t �•*
..•.:I. -.:, ._ E G WI DOW 53 X 72 _
SINGI. NUN N - 1 j8"
NOTES p 4TeTIAOPOF ;
__. -
Ev I N.G. 08-02x15
..L- I•.,I. r,E- °' Nrs 05/24/16 1 OF 5 l 1IIAi11
55 1/8` t 7-R1-;IE ',',!CTH -------
F," VAX. 6 MAX.
Amil
-A.. VAN
EXTERIOR ALUMINUM
'3MOGLE
DUTYL
VAX
rRAV-'
/; I f h.j.
H-T INTERIOR
E
HACK SED-'ING
TRCIACC, OR
GLAZING DETAIL
DOVY CORNING 4:r5
SERIES 2461 SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
LARGEANDSMALL
±50.OPSF MISSILE IMPACT
N07 F :
2. fJAXI%ILJI.: 1/3" X 3' 5/8"
?1. 12) X 'F RN--F A\IfI
A- P SIGNED:
0%! 0512512016
'Eastern MTM-
4ARSMWPSLYYSU.5
0-
\\�tIi 1 1,
!$S`s Vt- I o /z,,
1wtwwsyc �s\ ,....4f
FMY R%M AVE
HARDWARE SCHEDULE
4$"
A (2)M-566-SPRING LOADED BALANCE SYSTEM AT EACH JAMB SERIES 2461 VINYL EQUAL LEG FRAME IMPACT o s1,f
0
B. (2)METALLIC TILT LATCH SPRING LOADED AT 112"FROM EACH SASH TOP RAIL SINGLE HUNG WINDOW - 53 1/8" X 72"
UMINUM IWACT CLIP REINFORCEMENT AT 1 112-FROM EACH SASH TOP RAIL ELEVATION TATIi 07"ifriz
C. (2)AL
D. (2)CAST ALUMINUM CAM LOCKS AT 1 O"FROM EACH JAWS ON SASH TOP RAIL
1.1%%r 1 -kv4.
E. EXTRUDED ALUMINUM REINFORCEMENT AT VIZU,—kEETINGRAJL 0
F. EXTRUDED ALUMINUM REINFORCEMENT AT SASH STILES RAILS
G. (2)METALLIC SILL I N.G. 08-02915
MAL
INTERLOCKS AT FRAME SILL 16*FROM EACH SILL CORNER 1'$CA-E NTS 1:1A05/24/16 1 2 OF 5
2 " hl;h,
VASONRY
91' `)THERS
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EE
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E INTERIOR
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EXTERIOR I INTERIOR
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pin
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EXTERIOR
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JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
APPROV,-.:� ',-RUC'L:FRA�.
BACKER R-Or. p.I
1-LA,A\j7.
AFPF?C,,vE,r,
S---
�'PTIOKAL �X1 4" N'AX NOTES:
r ------
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
7
NOT SHOWN FOR CLARITY.
Sf--T
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0512512016
�y 07HERS
Eastern
N�\ •
'\G E N
$00,
nol6V
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT
VERTICAL CROSS SECTION SINGLE HUNG WINDOW 53 1/8" X 72"
INSTALLATION
DETAILS TAT OF
N 0 RIDV'
N.G.
�%*
08-02915 4//z NAL
NTS 05/24/16 5 OF 5
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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications } FBC Staff ? BCIS Site Map 1 Links Search
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r *USER:Public User
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Product Aooroval Menu>Product or Aoob[ation Search>Aovhtation List>Application Detail
' FL# FL14610 R4 P ERM,I:i ihsCa
Application Type Rev,isigll St. Wide County, FL
Code Version 014
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
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com,-
r
Authorized Signature James Flesher COPt -
jflesher@easternmetal.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
(::
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2009
TAS 201 1994
TAS 202 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option A
Date Submitted 04/22/2016
Date Validated 01/30/2017
Date Pending FBC Approval
Date Approved 02/02/2017
Summary of Products
FL# Model,Number or Name Description
14610.1 143 Vinyl Impact HR(Horizontal 143 Vinyl Impact HR(Horizontal Sliding Window)
Sliding Window)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14610 R4 C CAC N1013349.1)df
Approved for Yes Quality Assurance Contract Expiration Date
Impact Re nt:Yes 12/31/2017
Design Pr ure:+50.0/-50.0 Installation Instructions
Other:Maximu x 63"Tip to Tip&Fin 73" FL14610 R4 11 08-02869,pd
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
FL14610 R4 AE 513680,01'
Created by Independent Third Party:Yes
f
14610.2 '1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ;No FL14610 R4 C CAC N1006178,02-113.0
Approved for use outside HVHZ:Yes FL14610 R4 C CAC N1006178.04-R2.odf
Impact Resistant-No Quality Assurance Contract Expiration Date
Design Pressure:+45.0/-45.0 06/30/2020
Other,Maximum Size 53"x 51",OX or XO Installation Instructions
FL14610 R4 11 08-02698Aj)d
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14610 R4 AE 513477A.pd
Created by Independent Third Party.,Yes
14610.3 Series'1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
I Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certlflcate
Approved for use in HVHZ-No FL14610 R4 C CAC N1009471.01-R2-signed.Dd
Approved for use outside HVHZ:Yes FL14610 R4 C CAC N1009471.03-RI-sioned-nd
Impact Resistant,No Quality Assurance Contract Expiration Date
Design Pressure:+35/-35 04/30/2020
Other:Maximum Size 112"x 63",XOX Installation Instructions
FL14610 R4 11 08-02fi22,pdf
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14610 R4 AE 513467 od
Created by Independent Third Party:Yes
14610.4 Series"1000"Aluminum Non- Series"1000"Aluminum Non-Impact Horizontal Sliding
I Impact Horizontal Sliding Window Window
Limits of Use Certification Agency Certiflcate
Approved for use in HVHZ:No FL R4 C CAC N1006178,01-112-signed.pdf
Approved for use outside HVHZ:Yes FL14610 R4 C CAC N1006178,03-RI-signed.ndf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 06/30/2020
Other:Maximum Size 74"x 63",OX or XO Installation Instructions
FL14610 R4 11 08-02693-12d
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14610 R4 AE 513468j)d
Created by Independent Third Party:Yes
14610.5 jSeri,,';FWI 1000"Aluminum Series"FW`I 1000"Aluminum Impact Horizontal Sliding
IImpact
mpact Horizontal Sliding Window Window*
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14610 R4 C CAC NIO 106%01-R1-signed.Dd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
ReASIONS
REY DESCRIPTION DATE I APPROVED
NOTES: 15. FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNEE) AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, 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 MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 70 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR SUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
ANCHORED THROUGH 71-IE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL,
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL, SUBSTRATE MATERIAL 18. ALL FASTENERS TO BE CORROSION RESISTANT.
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 IN
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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE, IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 20.APPROVED CONFIGURATIONS: OX. XO
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 RIGID PVC,
12, UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN 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:0910812016
lop'"Mill
r'st'- E88WAW
pro, NIV *%COEN$*! //
TABLE
TABLE OF CONTENTS SERIES 143 VINYL IMPACT HR
6
VINYL HORIZONTAL SLIDER 74"X63"
SHEET NO. DESCRIPTION A 4
NOTES AT
OF'
1 NOTES
NO NO.
2 - 3 ELEVATIONS N.G.
III DRAWN: 06-028 0
REV R
4 - 6 INSTALLATION DETAILS I—NTS 10-E 02/22/16 1"ECT 1 OF 6
REVrStONS
REV "pw.
74" MAX FRAME WIDTH (TIP TO TIP)
6' MAX- 10' MAX
O.C. 6" MAX
6' MAX
10" MAX O,C.
63"
MAX
FRAME 0 3/4"
HEIGHT
(Tip 3/4"- 1/8" ANN.—
TO 1/8" ANN,
TIP) .090" SAFLEX
.090" SAFLEX BY EASTMAN
BY EASTMAN 1/8- ANN,— 1/8" ANN,
1/8. ANN. — 1/8" ANN. STRUCTURAL SEALANT INTERIOR
EXTERIOR ,,,r_,ROR SIKAFLEX-552
QUANEX DURASEAL QUANEX DURASEAL
6" MAX SPACER SYSTEM 5/8-1 BITE SPACER SYSTEM
STRUCTURAL SEALANT
145.095 VINYL EQUAL LEG FRAME HORIZONTAL SLIDING WINDOW SIKAFLEX-552 EXTERIOR SETTING
FRAME INSTALLATION SETTING BLOCKW BLOCK
EXTERIOR VIEW GLAZINGDETAIL A GLAZING DETAIL
DESIGN PRESSURE RATING IMPACT RATING ACTIVE SASH FIXED SASH
±60PSF LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL 0,WIND ZONE 4
NOTES:
1. MAXIMUM SASH SQE: 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
51 (2) WEEP SLOTS AT SILL FRAME UNDER GLASS
SIGNED:0910812016
E
R L 0
HARDWARESCHEDULE
(2).KEEPERS ATS"FROM HEAD/SILLOF FIXED MEETING STILE SERIES 143 VINYL IMPACT HR
0
a. (9)LOCKS AT V�FROM SASH CORNERS OF SASH LOCK STILE VINYL HORIZONTAL SLIDER 74"X63" 04
ELEVATION A
C. (2)ROLLER HOUSING AT EACH CORNER OF SASH BOTTOM RAIL TAT OF zz
D. (1)ALUMINUM REINFORCEMENT(#1030X"ATFIXED MEETING STILE ORAWN, REV
E (2)ALUMINUM REINFORCEMENT(#10300082)ATTACH SASH RAIL N,G. 08-02869
F, (1)ALUMINUM REINFORCEMENT(#10300207)AT SASH PULLSTILE SCALE
loATE_02/22/='CET2 OF 6
Illy
2 1/2' MIN. REVISIONS
CONCRETE/MASONRY EDGE DISTANCE REv DESCRYRON DATE APPROVED
BY OTHERS
d � ,d.
OPTIONAL 1X BUCK "
TO BE. PROPERLY d '•il' !< 1 1/4" MIN.
SECURED "` d , a.d• P' a' _ EMBEDMENT 1 1/4" MIN.
SEE NOTE 3 SHEET 1 dA : d EMBEDMENT'
{ CONCRETE/MASONRY
BY OTHERS T ..
APPROVED _Y 1/4" MAX OPTIONAL 1X BUCK 1/4" MAX.
SEALANT SHIM SPACE TO BE PROPERLY .° SHIM SPACE
10300207
SECURED . REINFORCEMENT
a it
r'+ASEE NOTE 3 SHEET 1
,,... ; 10300062
3/16" TAPCON 3/16" TAPCON REINFORCEMENT
INTERIOR
,a
4, r .
INTERIOR �( t
2 1/2"
_.......
MIN.
EDGEa 3........._._........
DISTANCE . IZI
Cl.
EXTERIOR
EXTERIOR
10300084
APPROVED REINFORCEMENT
!iI SEALANT
l JAMB INSTALLATION DETAIL
CONCRET&MASONRY INSTALLATION
APPROVED s ':i
SEALANT
-•••• ? 1 3/16" TAPCON
r',,......., i
OPTIONAL IX BUCK _
TO BE PROPERLY 1/4" MAX• NO
SECURED SHIM SPACE NERIORANDEXTERIOR FINISHES,BYOTHERS,
��•
SEE NOTE 3 SHEET 1 NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO SE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS -----i SIGNED:0910812016
c
1 1/4" MIN, enxrePw.xlinwsccnxw.ssr:n!tm
.d d EMBEDMENT v "*R acnrstxus N�j1111[iiiiljz
.'4 ., I1'`,+�yJJ'� �� � �� LA$GGVIGN}N.LYI�?GY '�� �, Lh jz
.d '+d d 1�1;,i�). ,., tAHi Wx%e.4ffCAtt +�'�\�� VV
S��`CNS�q�/�f
2 1/2" MIN. SERIES 143 VINYL IMPACT HR `1k• '
EDGE DISTANCE VINYL HORIZONTAL SLIDER 7Q"X63" � g6# *W
VERTICAL CROSS SECTION INSTALLATION DETAILS TAT OF
!
CONCRETE/MASONRY INSTALLATION CruwN: Cwc No. REu ',•'�`�`;,4oRvol�-
scA�E NTS °ATE 02/22/16 08-028695HSOF 6 /,fiS ZONAL �1�1�
z,
t
a
u 0
^ SCIS Home Log In I User Registration i Hot Topics j Submit Surcharge I Stats&Facts Publications FSC Staff ' SCIS Site Map S Links ''Search
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Product Approval
USER:Public User
dbprw:z:gt:�""r,
Product Approval Menu>Prcduc'_or Aoolsatlun Search>Aooiication List>Application Detail
E N' FI.# FL14608-RS
r
Application Type
Code Version r—,014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments public comment:FL14608.6;Glazing not permitted-atirtst ltaP ns abovg—F-
30'.05/23/17
Archived 1
Product Manufacturer Eastern Architectural Systems JUN
Address/Phone/Email 16341 Domestic Ave. PEF', i;711'G
Ft.Myers,FL 33912 S). Lucie C1Oun k. ,-'_
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature lames Flesher
- COPI.
jflesher@easternmetal.
Technical Representative Timothy 1.Hoard
9t
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
HAMA/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
Equivalence of Product Standards
Certified By
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14608 R5 C CAC N1010609.01-Rl-sioned.,,df
Approved for use outside HVHZ:Yes Quality Assurance Contract 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 FL14608 RS 11 08-()0559C,od
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
FL14608 RS 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 R5 C CAC N1011878.01-R2.0f
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NJ011878-R2,od
Impact Resistant:Yes FL14608 R5 C CAC N1011879.01-R2.j)df
Design Pressure:+80.0/-80.0 FL14608 R5 C CAC N1011879-R2.t)d
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 11 08-022948,I)d
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 RS AE S13043B.od'.
FL14608 RS AE Kgrarary SGP NOA 14-0916,1 1.PQF
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 RS C CAC N1011880.011-R2.odf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC N1011880-R2.pd
Impact Resistant:Yes FL14608 R5 C CAC N1011881.01-R2.odf
Design Pressure:+80.0/-80.0 FL14608 R5 C CAC NI011881-R2j)d
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
Installation Instructions
FL14608 R5 11 08-02293B,pd
Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 51304213.odF
FL14608 R5 AE Kurarary 5GP NOA 14-0916.1l.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 N1010610-Rl-sianed.L)d
Approved for use outside HVHZ:Yes FL14608 R5 C CAC N1010656-111-sicingd.1)d
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure.+50/-50 09/3012019
Other:Maximum Size: 64"x 84".Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 RS 11 08-00563C.Od
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 510952A.ndf
FL14698 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 HVHZ:No FL14608 RS C CAC N1010610.01-Rl-sioned.odf
Approved for i Z:Yes FL146QS R5 C CAC N1010656,01-RI-signed.r)d
P Ves � Quality Assurance Contract Expiration Date
;r"e.*� 0/
. �es
Impact Res! UrItT."',
Design Pres +60/-60 09/30/2019
Other:Maxi 84 Frame material to be rigid Installation Instructions
PVC from Deceuninck North America AAMA Certified(DEP-1) FL14608 RS II 08-00565Qpd
Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 5109,54B.I)dl
FL14608 RS AE NOA 14-0423,IS,PDF
Created by Independent Third Party:Yes
i
RaISIONS
RLN- �— ---•--ULSCN:-TtUN -_-.UA;L�-_ _-AY�RUYI:U
A MMUF.:CTUREP'S NAVE CHA^tu£ 03/03/09 R._.
E UPON-ED PER NEW C---p—!CATION 06/26/14 R._•
----___._..___.
C REVISED INSTAI,AT:ON DETAI:S 06/22/15 R.
i
NOTES: IS FOR ANCHORING 1ti10 VQSONR" CONCRETE USE 3/16" -APCONS WITH SUFFIC:EN- _ENGTH
! 1. -'IE PRODUCT SHOWN HEREIN L> DES'GNE:s AND ?!;NL.FAC.TJREO -0 COMPLY YtT11 10 ACHIEVE A 1 1/4" V.\.t. )J FME?EDMENT IN'-0 S,;BS '"ATE WI1H 2 '/2" ViN!MLv FDOE
REQUIREMEN1S OF 1HE FLORIDA BUILDING COD_. DIST-PCE. LOCA-E =I!CHOPS =S SHONIJ III E E.ATIONS 4,C INSTAL_AT:Di! DETAILS.
2. WOOD FRAVIING AND (6.ASONRY OPE>!.G -0 BE xSIGNED A1.D ANCHORED TO PROPEREY !
IF,. ^OR iNCH.ORI!N^v ;eTO L:ETAL STRUCTURE IISE ?iC SVS OR SELF DRILLING SCREWS NI-H
R:NSFER ALL LO-'-0S TO STRUCTURE. FR-TANG AND ',!ASONP." 0=EN NG IS Tl- 1
RESPONS'^':_1TY OF J•IE ARCIIGEC: OR L:VG\::iR i)= RL'-ORD. SJrF1C!ENi J''NGTH TO ACI-I'VE :3 -HREADS MINIMUM 6EY•:)\3 SIR:.CT,:RE INTERIOR 44AiL,
5. LOCATE ANCHORS AS S,,:)WN IN ELEVATONS AND .'jSTALLA710: CC?ALES.
;X 3JCK OVER MASONRY/G:ANCREIt IS OPT-:"\-AL. 1
7. A_:. FASItX71RS 10 3E CORROS:ON R.-'SIS(AN1,
4. Wt,7RE SHIM OR BUCK T-ICKNESS IS !.-ESS T-iAI\ 1-1/2" 'i1NDOY! U\,TS N-JS' BE 18. l.S-ALLATION ANCHORS S�AII. BS ;L•ISTALLE71 IN ACCOFiPA`ICE .'LITH ANCHOR
ANCHORED T�ROJGH This' FRAVE IN ACCORDANCE NJ-•l MANUFAC-JRER'S PU%t:SF`EC: VANUFACTJRER'S !hiSTi-L, -ION INSTRUCTIOHS AND ANCHORS SHA_L NOT BE USED IN
INSTALLA[ON' INSiRJCLONS. MVC-ORS SHALE BE SECJRc_Y ASTENi-1 DIRECTLY !NTH gUBSTRATES NITH STREnG'*-S LESS IRAN TSE 4!;N W'1V S1Rc\Cr i EPECIF;ED BELON:
MASONRY, CONCRETE OR OTHER S-R1JCT;;RA.I. SLJBSTRATE IYA F,RIA1.• A. NOOD - '>'!^1I:!ULI SP-Cl'IC GRAVITY OF 0-0,42
WtSERE WOOD BUCK Tt-•ICKh:ESS IS 1-1/2" OR GREAT-R, BUCK SHALI. BF SECL,RELY B. CONCRETE ni(tt':U'-! COMPRESS!.E STRC\GT'. 07 3,'92 PS!.
FASTENED 10 MASONRY, CONn r--. i;R :01H=R SI'-2JC"URAL 5'.; SI2A(E. IAIVDOW -NI:5 MAY C. MASONRY - S"RENO(;-I CCiVFO�UANCE 10 AS-M C-90, GRADE N, IYI'; 1 (OR GREATER).
B'- ANCHORED. THROUGH FRAME '.0 SECURFD tVOOD BUCK IN ACC.O:R7ANCt- W!Tri D. %W-Al. STRUCTURE: S-F..EI- 18GA, 3.3KS: OR A_LIMINUM 606'-T5 1/8" T-4.1CK MINIMUM
MAN;;-ACTURER'S PUO;iSI,FD INSTALLATION Ni-RUCTIONS. 19. ,:NITS M.%Y BE VSTAL�E:� NI--I-I OR WIT-IOU- ADD-ON FL.ANC3=.
6. \VHc.R. iX BUCK iS NOT ;J:iED D!3SiVILAR MATr-R!AL!: M:!ST BE SEPARATED V.TH APPROVED
COATNG O4 MEMBR=NE. SELECP.ON OF CO=TING OR L EMBRANE IS THE RESPONSIBILITY O
1HE ARCFI'ECT OR ENGINEER OF RECORD,
7. BUCKS SHALL EXTEND 9EYOND WINDOW INTERIOR -AC" SO THAT =ULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSIALLATiON SHIM AS NEEDED. FOR R'AMF :NS-A:.IA?ION SI-,W .AS REQJiRz3 AT
CAC,,, ANCHOR LOCANON WITH LOAD BEARING SHIM. SHIM WI Il:'RE S'ACE OF' -...'"6" OR
GRE.:,TER OCCURS. f,4AX1f,•4JM ALLOWABLE SI-I,M STACK TO ::?F. '/4".
9. 5 t1t',iS SHALL BE LOCATEC, APPLIED AND MADE =RGM MATERIALS i 'HICKNES`"i CAPABLE
OF SUSTAIN NG APPLICA+LE LOADS.
10. ITNC• LOAD DURATION =ACTO' CC='.6 NAS USED =UP WOOD A-N:Ch-OP CA'-CUL4"iOtls.
11, FAME M.47RIAL: EXTRUDED RIGID P,/C,
12, UNITS MUS- 3E GLAZE'-', PER %sr0 E1300•-04.
1:3. Ac'PROVED IMPACT PIROTEC;IV'E SYSTEM t.S_.Ni)1,-(3f}ts_f;EQ J'OR IVIS �'RO:)UC' IN NlsND
BORNE CEBRIS REGIONS.
14. FOR ANCHORING NTO WOOD FRAMING OR ^<:, BUCK USE #10 WOOD SCREWS IVT=
SJTFIC;EN- LENGTH -0 AC"IEVE A 1 '/4" MINIMUM EMBE-00E\T \TO SUBSTRATE.
ANC!-'ORS AS SHOWN \ __.I_VA1101\S A\'J INS-A,.t_A^ON D:MAILS.
SIGNED:06/23/2015
EASTERN ARCNITECIURAL SYSTEMS IIIIII1111/
Ears tarn
~' EASiEfiNASETAtOSYPPLY `�Z\\i�+l �. 1,/A/�/lzf
C,1�."MYI 13311 D15MESTIC AVE �� ! f
1..1am M1a.n�R..... ,"� FORT MYER3.FtOR:DA 33911 \ Cj G of
FAB-1 O� C.ON ENjl; 2466 PICTURE WINDOW ^�,*4z4
61 •it;
-- ....._...._... .-..._.__._.._.,_— ----- -... -- 64 x 84 '.S-iEE` NO. `_SCR "ION
NOTES TAT QF tp�
0
MAN: >•A„vc. a[v �i�'�S•'�CORIDQ.'•�\��
OF 4
z._` Ich. car. _. ......_..__ .._._..._....._._.__. .... - NTS JW!L 7/29/087/29/080s-0056� C '��is�4NAt1
AIL ISCALL
I
1
REVISIONS
64" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03j03/09 R.L.
10 1/2" B UPDATED PER NEW CERTIFICATION 06/26/14 R.L.
6" MAX. ^�^�MAX. O.C. 6' MAX. C REVISED INSTALLATION DETAILS 06/22/15 R.L.
6" MAX
9" MAX. O.C.
1 1/4"
3/16" ANN
.075" SEASTORM BY EASTMAN
3/16" ANN - ) 3/16" ANN
�\ 84' SIKAFLEX 552
78 7/8" MAX
MAX ALUMINUM
D.L.O. FRAME BOX SPACER
HEIGHT SYSTEM
1/2" BITE
SETTING BLOCK
4
GLAZING DETAIL
6" MAX.
58 7/8" MAX. D.L.O. — -�
2466 PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
SIGNED:06/23/2015
EaStere EASTERN MLNREL1llME 6VBiEM4 1l1 i I'I
t60.OPSF LARGEANDSMALL EASFi� ras�exv •�l�$ fZ, jti77/rj
MISSILE IMPACT �\ N yj r
tuwu.v�N IMM n ',f>�iHY1 &111 WMESTICAVE ,
tr .. wr... ...& FORTMYER5,flAlitWd)gt3 �.
sonuT.rw1 �V.'y1CFIII
SF,c44
2466 PICTURE WINDOW *4- 1
o�$a26 �t»
64 x 84
ELEVATION AND GLAZING DETAIL TAT OF
k
DRAWN; DWG NO. REV i C'�CgR1aS;••'L'`�
s.M DATE 08 s00E565 C
NTS 7/29/08 2 OF 4
2 1/1" MIN, RM 014S
.......... ..................
EDGE. DISTANCE :-Re! GATE APPROVED
CONCRE[i kf'�SONRI
BY OT-lEPS 4 A MANV-C%R7_P'S NAME CHANCE 33/03/o9
4 9 UPDATED PER NEW CEF71�jCA710,N ',6/26/11 L.
1 114" M'J
CPIIONAL !X 3jc.,/ A 4 7
EMBEDMENT C REVSE0 INIS:AL,A]I0N I)CIALS R.!..
---------
SEF NO'ES 3-71 SIIEFT I 1 1/4" ViN
F,;F3EC)MEI,;T
COI,4CRF fF/MA'SO'4RY
APPROV
SE�,LANr 1/4" MAX. OPTONAL N 44" MAX.
BY OTHERS
IX DUCK
HIM SPACE
SPACE 3-7 SFE-7 I
3/16" iAPCONI 3 16" IAPCON
INTERIOR
2 1
EXTERIORMIN.
INTERIOR EDGE
I)!STA,'4'CF
rs
EXTERIOR
z
APPROVED
SE'L'N'T
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
----------
APPROVED VIC" TAPC0.\I
SE'L-",T
NOTES:
OPTIONAL ',X BUCK 1/4" WAX. 1.INTERIOR AND EXTERIOR FINISHES ByoTHERs,
NOTSHOWN FOR CLARITY.
SEE `.OYES 3-7 SHEFT I SHW SPACE
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
.-__.-_-.____._..__L DESIGNED IN ACCORDANCE WITH ASTM E2112
--- --------
CO\JCPETE/:.!-'-SONRY
By a-=-tE2S d SIGNED:0612312015
4MTE.ARCHff %�SVSTE�
E_'.'EqC:)MENT Ing" tern to
�Eas
A
N
f
rEAI
4 FORTM rREFC—SIDAM12
iR• 0
__DCr ';,'ISTANCE
2 '/2" Iv;N, 2466 PICTURE WINDOW
64 x 84
VERTICAL CROSS SECTION INSTALLATION DETAILS • TART
CONCRETE(MASONRYINSTALLATION UPANN: 0R%V?".V0
,/;,
A.M UllG*,", 08--00565 Rlv **-
_L
ls':ALr NTS lu"' 7/29/08 '4 c
OF 4
-wirv-
� SCIS Home t Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff i SCIS Site Map ' Links Search
dbla
Product Approval
USER:Public User
ucxHa4'rc.
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17472-R1
Application Type ision
Code Version =Apved
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
r ,—
n-r
CommentsPC
;
Archived
Product Manufacturer Eastern Architectural Systems JUN 201t
Address/Phone/Email 15341 Domestic Ave. PER."tl:-Tij\iG
Ft.Myers,FL 33912
(800)432-2204 Ext 4305 S't. Lucie COLlnt,, Fi_
jflesher@eastern metal.com
Authorized Signature lames Flesher
jflesher@easternmetal.com
Technical Representative Timothy 1.HoardO
s .�
Address/Phone/Email 10030 Bavaria Road �.; T Al
` � �`
Fort Myers,FL@,B9t3 a" r
(800)432
-220 -.E?.(t X,
thoard@easkeri� l rol�
Quality Assurance Representative
Address/Phone/Email
Category CWindows
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
Product Approval Method Method 1 Option A
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
Summary of Products
FL# 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 R1 C CAC 622-104CAR.r)df
Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure;N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R1 11 PA-0004 HVHZ SS 2015-02-2&pd
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.rd
Created by Independent Third Party:Yes
17472,2� jHVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ.Yes FL17472 R1 C CAC 622-101CAP-0
Approved for uW6 I VHZ:Yes FL17472 R1 C CAC 622-102CAR.pd
Impact Resis n -Yes FL17472 R1 C CAC 6Z2-103CAR.r)d
re:N/A FL17472 R1 C CAC 622-105CAR.nd
Design Press
Other:See draR'--9-17�� -r mullion size,configuration and FL17472 R1 C CAC 622-106CAR.ad
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 II PA-0003 HVHZ SS 2015-02-28.f)df
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.nd
Created by Independent Third Party:Yes
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Contact Us 2601 Blair Stone Road.Tallahassee Fl-32399 Phone:890-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement:-Accessibility Statement*:Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accepts:
Iff W 19 M
CrecUt Card
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
1. THE PRODU T SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION ERAL NOTES: Wl' 4 VVr W1 W2
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. i
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. MULL
INDIVIDUAL UNITS ATTCHEDTOMULLIONS MUST BEIMPACT RATED. SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE TYP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECTOF
INSTALLATION. VERTICAL SPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE /f 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.
MULLION ��
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA TYP. /11 %0/j a
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. 001
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �� �/ 'Wi'
9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIPA
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYIi
! 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTETTV
EDAS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN
MULL
INSTRUCTIONS: —15PAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING, /
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT, 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: _l
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIRE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. 1
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OFTWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. I 'WI'
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 S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.30.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - i°X 3-118"(LIGHT)MULLION bESIGN LOAD TABLES
7 _ 1"X 3-118°(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES 111111!
9 - tiO*%% F. 1�f f��j0 REVISIONS EST g S ADNB'MTAN
2"X 4"MULLION DESIGN LOAD TABLES IT+FLYTENS
Easternn
10 - 2"X 6"MULLION DESIGN LOAD TABLES .�Yv4";•'' ��. a4un„evsaN.].4]•. =771gPZ0°^Y""'APOAO
`` • • FORT MYERS.ftORmA 3365]
eoa+]bMot
o TRIE:.
11 - NUCLEON ASSEMBLY AND LOAD EXAMPLES _ - �.-. ,. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
Digitally signed by Hermes F.Norero,P.E. ATBRAWN BY.
•'.�: *+ BE: PREPARED BY:
= o a; w
.o .� �� 02 05 13 TJH
+� G~ �� DRAWiNONB: SCM 6USLDINTMICATbacfttOF
Reason:I am approving this document �i +J N ��,,` PA-0003 N.T.S. Aun oRinnoNNO.29578
Date:2015.02.28 12:45:10-05'00' 388 f!S AN 8[�G�33B BY BATE OESCRWTION J— s�E� REViHPECOT.CE'AU NB. 261 OF 11
—�1 2.000" I+—
0.250"
�+ 1.000" —►� 2.000" �-+—
--►f �-+— S.fl00" —�-y �— 1.000"
0.250" 0.250" --► 6.000"
0.125" 0.125 4.000" 4.000"
3.125" 3.126'
0.625" 11 0.250" 0.250" 0.25011
1„X 3-1/8' (LIGHT), 1 X 3-1/8 (HEAVY) 1„X 4' 2'
T X 4't 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
UALIFIED C QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
uuur
. � ,/ REwSiONS +� EPbTEE ASD SCTUDPFIRVTENS
FG
Q- (� Eastern
\\(``�•'�•••s �`.•f�//// ._,. A4W MIrvYM nwo VItJYt. 10039 OWMAROAD
` y-: \ .f.!IO ,.•n.n.w,..�.aneu..ao n.,nn”
FORT T2.2204 FIDRID.493913
*4: ? 7. ';*Y IT' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
".�1- T T �•` MULLION CROSS S£CTiONS
F' ••, , w4.I PREPAREOBY:
DAIS:OMNM BY:
ATL C ... to �� ---[_02'05/13 TJH
rr/,`' •......... BUT NabRops.1w-
K ��,\\� ND: SCALE: '� FSPE CERTIFICATE OF
1\ PA—0003 N.T.S. _ AUTHORIZATION NO.2957$
39B EAS AN/U�C{{y6d78 n
E OCERT. /.29579 BY DATE DESCMKION A-1'2T:OF 11
4.. ( I 411
I1 511�_„� I 511
'O ° 2,25" ° � 2.25" o � =°--o
2.25" 1.75"
2.625" 3.375" ° 2.25" o L. 2.25" o i 1
O p
4.625" 5.975"
0.125" 2N
-'-2.25"--^ —T 0.125" 2" 1(_
0.225" 2"
.II ° o
2"X 5" X 21/4" L-CLIP
2n X 5n X 13/4n L-CLIP 2.25"
211 X 4" X 3 3/8"/811 L-CLIP ALUMINUM 6063-76 ALUMINUM 6063-T6 0,125"
Si
ALUMINUM 6063-T6
T-
10.46"
Io.4611
2" X 4"X 5 3/8" L-CLIP
J ALUMINUM 6063-T6
2,50" 0.722"-.1 ice-.
2.25" I I 0.722"
(-- 10.46"
2.25" o ° � o
2,25" 0 2.25" R-T
1�5"2.25" ° 2.25" 1 l 2.335" 2.2511
'\ /-l' °
(1 (� 0,,11 88"
1.25" E II (II � 0 2.25" 0 2.25" o
2,125" 2.125"
}
T 1415/32" X 21/4" H-CLIP 0.1$8"
21 4" U-CLIP 1.25"
ALUMINUM 6063-T6 13/41i U-CLIP —�
ALUMINUM 6005-T5 ALUMINUM 6005-T5 T- 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" -• 2,25"- 2.25"
o 0 0 0
2.625"
\�1t 1411!!/ff f REVISIONS EASTERN ARCHITECTURAL SYBTEMS
O O O O T EaSt ' � EASTERNWTT&BVPPLY
� AD
PoA"RT LAYER.MORROAAM13
0.125" ��'. f Q �0,875" 7$- - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
Q +� e1CLIP DETAILS
8 1/4" X 3 3/811 H-CLIP ~"u•�•.� 9� �'((Fu/ DATE:OMWN BW. PfIEPAREOBM,� � \ 05 1ALUMINUM 6063-T6 i FSi.AGG' \\ O: SCALE: FBFECERTIFICATEOF0003 N.T.S. AUlH0PI2ATIC7N ND,29578
•• BY DATE 0£SCRIPTION �, sN3T:OF 11 REV:
FBPE T. LA0. SS]e
iBY OTHERS MASONRY BY OTHERS_..
-� _
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
MULL110N AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH V x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
--%jillIllitt"
REVISION$ Eaq8terAW IASTIINM�IIECIUI�Wll MS
F. �ASTAVWKN
EM MET.SWPL�
ol BAVAWAROAD
11 ORTMYEA&FLORW33913
z' o ' �3242N
PPED ALUMINUM TUBE MULLIONS
HVHZ CLI
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIIO AND CLIP ASSEMBLY DETAILS
s
OAT Du�N BY: EDOY.
0
02 05/13
DRANNONM
N FOPECERTUICATEOF
PA-0003
399 EAS . . -9 AUTHOWATION NO.29578
T S
DAM BY jEq "T'OF 11
FWE OMT.OF AU NO.29578 REq
11 -1
►I I� 1.000" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"z 3-1/8" LIGHT•ONE-WAY MULLIONS I MULLION
SPAN'L' TR WIDTH'W'(IN.)
L
24 0. 24 30 36 42 48 R312550. 6024 200.0 200.0 200.0 200.0 200.0 200.0 .0 200.0 77200.0 200.0 200.0 200.0 200.0 .0 200.00.125"48 200.0 200.0 200.0 200. 200.0 200.0 .0 200.0 w•,..,_,-•---�...
60 200.0 200.0 181.0 158.0 143.3 134.3 9.3 127.6161.6 123.7 101.5 77.7 71.1 .7 63.884101.0 76.9 62. 53.5 47.1 426 .3 36.9 -
96 67.4 51.1 41.5 30.8 27.6 .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:1"x3.1/8" LIGHT-TWO-WAY MULLIONS 111 X3-1/8" (LIGHT) MULLION
VSPAN'L' TRIBUTARY WIDTH'W' IN. ��IJ� J.LLM�onF-T�._- MULLION 18 24 30 36 42 48 53.125 54 60200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
200.0 200.0 200.0 200.0 191.4 167,5 151.3 148.9 134.0
200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W1+W2157.6 118.2 94.5 -78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH c 2 -ll
8499. 49
2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 .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.A 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 A CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION
QUALIFIED ANCHOR CLIPS 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENIONSENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
o ° ° •METALL/4"iSELF-DRILLING SCREWS(GRADE 5)
° 6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"Q EDGE DISTANCE OF I".WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
° BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
211 X 511 X 2 1/4" L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" U-CLIP MIN.4000 PSI.
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 {{1111111 / EASTERN ARCHITECTURAL BYBTENS
{ // REVISIONSI-IIE IU
\\%%�p`g F. //// astern EASTERN=N%Y., Y
O O O \\ \'` O
Q-.,,• •' (C �j� Amu MIN4M ANO aluunw 190]0 BAVARIMYERS.ROAD
r FORT MYERS.FLOPIOA 33813
• fr7p
...n..u•wi«uvwv..v SM432.22U
0 0 _ iNy Y 7
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC o
CLIP TYPES AND DIMENSIONS. k _ VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15/32" X 2 1/4" H-CLIP = T T 1" x 3 , e" LIGHT MULLION
DATE:ORANM BY: PREPAREDBV:
ALUMINUM 6063-Tb �.OT „P' ���� 02 05 13 TJH B lLDING DROPS,INC.
I/ �` • G� \\ DRA-GNO. SCALE FBPE CLATIFICATE OF
PA-0003 N.T.S. AUhORIZATI0NN0.299]8
J9B EAST dal 338
iHPE CE's'GA IITIIOPoZATIOIi N0.2857• By DAM DESCRIPTION REV 6 OF 1 1 -