HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2
lex
b .d ✓l ��?�YR �fr� �� � Z ,Z 5�E :�f �'� Tt` � x� -,..�
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
Business rl`ProductApproval
al ez9 t USER:Public User
Professi6n
p�7r_�j4_Ct%± _UVd'_•1gnt;>Product or ApplicationG Search>AooliCon List>Application Detail
_= :y FL# FL17472 R1
Application Type
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 Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers, FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy 1.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 LWinldowsSubcategory
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6Av... 2/7/2016
Florida Building Code Online
Page 2 of 2
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 I HVHZ Clipped Aluminum Bay/Bow I HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ:Yes 1 FL17472 Rl C aAC62,Z:.jfQ4C4R.id-l',
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure-,N/A i Installation Instructions
Other.See drawing set for mullion size,angle and design FL17472 R' 11 PA-0004 i TV 1-i-7 SS 2 0 j.S-;)2- 8.L,d f
pressure rating i Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
L174-2 R-1 AE P=R 3?8 HVHZ SS
Created by Independent Third Party: Yes
17472.2 11�HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
i Mullion
and X Configurations
Limits of Use
i Certification Agency Certificate
Approved for u 'Z'Yes 1 C. CAC ',22-1131C
:e P C
Approved f4 =Utsidd VHZ:Yes I Ft-'7,172 AC 622-102CAR.r.d
Impact ResistT'- es
FLL 4 k
.
e:
Design Press e: 11,
r /A E�'�741 Z2 R I —A(�
Other:See dr in lsmuilion size,configuration and j FL17472 PI C CAC 622-106CAR.Ctlff
design pressure rating 'Quality Assurance Contract Expiration Date
' 07/18/2018
i Installation Instructions
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
F I-17472,FtI V PE, 85!-IVH!_SS 2:_5.02 _i(Jt
Created by Independent Third Party:Yes
Contact Us 1240 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyriqht 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 are a licensee under
Chapter 455,F.S.,please click here.
Product ApproVal Accepts:
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGBV XQwtDgtCU Ggvj Qiz6Av... 2/7/2016
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: ` W3 W2'--«-� 1
—'WI'T
e
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&Sth EDITION
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 4 p QJ
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. \ s MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. \ / SPAN V
f
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2K FRAMING AS A MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TOTHE TYP�
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. IX AND ZX BUCKS(WHEN USED)SHALL BE 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 E SPAN'L'
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'—~
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLION % i A
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TYP, r`-
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR U50 WITH THIS DOCUMENT IN W2'
}
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA.
7, MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) i
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. 'W}'
w
9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP30. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP
INTO CONTACT WITH ALUMINUM U NIT FRAMING SHALL BE PROTECTED AS DEFIN ED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL°T" MULL SPAN
INSTRUCTIONS: SPAN
MULL
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. L 4
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'VJ2'
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. }I #
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH !j
1 - GENERAL NOTES.INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS,
SEE SHEET II FOR ASSEMBLY AND LOAD EXAMPLES,
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. h
4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SU BSTRATE/CLI P COMBINATIONS WITH I N AN OPEN]NG ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6 THE LESSER
DESIGNERALL PRESSURE
MBLY OR MULLION
GN OR RATING.FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 - V X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN
7 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES 111 I uJI/
` 1�\1 � REVISIONS �i P� ilEt � � EASII:Nn TgCNITEG=JRAL SY5TEai5
9 - 2"X 4"MULLION DESIGN LOAD TABLES `SS 0 S F.ty0,4'�i� i�Mr enSiG ONON$r `Y
10 2"X 6"MULLION DESIGN LOAD TABLES �` ¢ •• —S� �„
a r ,A{ { ,MJA tlAVMtA APAP
/� . ,x`44 i�-.
�'V �tiV (V '%� -.. .....v:w•......w.....:v.n.,,,..,, FORT AS{ERS.Et A3iiDA 33rli3
I1 - MULLION ASSEMBLY AND LOAD EXAMPLES - y ;.O nne ;F...,a,....•,.,,.,.2..r., v....*, eawaz.zza,
N 7$' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
^'tl-�' "% ' * VERTICAL AND HORIZONTAL CONFIGURATIONS
Tf1Tj��7F GENERAL AND INSTALLATION NOTES
Digitally signed by Hermes F.Norero,P.E. ;�o�'•:,9t�R(pa;\w`� oz o5 73DATB PNA\VNT IH NiEOAAEtIe:
Reason:I am approving this document `�`� —E aRAv{NGNO: J SG E''' \ 9-L4SK0R0°l.t^�.
(�(� pp �,.�..�A�� _ FBoE�ERRfiCATE OF
Date:2015.02.28 12:45:10-051001 398 EAS LT B GN N0.495]8 tlY PATE OESCR qr OA REV -l'OF O11 q V N.T.S. AVTNORLZAITON IJP 29BT8
mpE CERT.GF BBALI
-1 2.000"
1.000" 2.000" 0.250" — —
1.00011 1.000'.
0.125" 0,125" 0.250" 0.250" 6.000"
5.. 3.125" 3125" 4.000" 4.000"
0.625" Q250" 0.250" 0.250.1
111,X 3-1/81,(LIGHT) V X 3-1/8"(HEAVY) V X 4" 2"X 4" 2"X 6"
__1 �"'
MULLION MULLION MULLION MULLION MULLION
S S
EE ISHEET 6 FO SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
UALIFIE PS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIPTYPESAND DIMENSIONS.
REVISIONSNOW Sfern AD,EASYLRNAR
F
0 e-u-2-
mao-3-
Z 7..
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
-0 1F,gTA't QF z
1p ** �( - ULLfON CROSS SECTIONS
c) DATE-V—DT: .1E.-
0 05/13
... ... TJH
'e, Ai cl
'2� FB�E�EPTIFTCATEOF
PA-D003 N.T.S. AUTHDArZA170N NV.29578
DANN�Bt0
WAMIN-29578 Ll LYOF 11
mpr AU -CH-1.1
4" I 54"
� ,. � i 5"�i i
1--o o 1
2.25" } f2,25" o o 0I.75"
2.625" 3.375" 2.25" 2.25" o
—}
0 o i 4,625" 5.375"
tt 1
iI 0.125" 2""
�-2.25"--- i 0.125" Zj, 1(--
0.125"
tl � --2.25'-•- —
} 2" X 5" X 13/4" L-CLIP
2" X 5" X 2 1/4" L-CLIP f
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 0.12 '
ALUMINUM 6063-T6
10.46" 2" X 4" X 5 3/8" L-CLIP
f ALUMINUM 6063-T6
2.50" 0.722".- l I-
5"
2.25" o 0 2.25 o } o j 0.722"—) I-- 10,46"
�o �.25" o �2 25 0 2.215" o I.75" r r
rr 2.335" 2.25"
j
225" �o \ o � o
0.288"
1.25" } to 2.25" 1
2.25" o
2.225" 2125"
\ \
i 1
I
j 1015/32" X 2 1/4" H-CLIP 2 1/4" CLIP 1.25" $
ALUMINUM 6063-T6 / 13/4 U-CLIP
ALUMINUM 6005-T5 ALUMINUM 6005-T5 1015/32" X 1 3/4" H-CLIP }
8.25"
ALUMINUM 6063-T6
---�---
2.25"--2,25"-- 2.25"---
O 0 0 0 III
2.625"
\\\\1�j1111I�l Fl�rl REVISIONS IidP� EnsIENNnADnitecmu" tsysrEnis
Eastern OF
O O O O `♦♦j\� 0n,S�• QR / '—' [nslA u[r Svvvtr
\i,••(
\Y•••�� " w.w as o- .. tCRT 0.TtERS.KORiDA DJ91l
`T••�°' %
F.:
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
- ti �p'+T / CLIP DETAILS
8 1/4" X 3 3/$" H-CLIPx•` ♦y DATE:D—BY: aREYARE00v;
ALUMINUM 6063-T6 %�n9 s'r.•Nbi+en C'J ♦♦ L.Ell
a5 13 scAtE;TJH rgaE CE n6 tQCPnrE OF
ppppRR_s1J 0003 N.T.S. AVYHOCIZATION N02997&
348£AST.Q, I3fACifIRY9. \338
OAN l�MSi lt� B+ 0,11E DESC -09 �� REv
RPE CERT.OFA A N0.199J0
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES"2�IC1221/2'M ANCHOR(SEE NOTES 1 1/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10} SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE ORMASONRY BY OTHERSCAULK BETWEEd c 1 1/4"MIN. /QN MIN• EXTERIOR MULLION CLIP
CONCRETE/MASONRY&iWOOD BUCK BY OTHEREMBEDMENT EDGE DIST, o', 7YP,
}
'U'CLIP TYP.
1 X WOOD BUCK CONCRETE OR v EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
Q
CAULK BETWEEN o
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS o MULLION,TYP. I
I 2 X WOOD BUCK
--
EXTERIOR 1 1 INTERIOR BY OTHERS q ----` - y ----
_ MULLION
INTERIOR - � TYP.
HORIZONTAL SECTION
MULLION T-MULLION INTERSECT DETAIL
--�f� HORIZONTAL SECTION SIDE VIEW
B VERTICAL SECTION A JAMB-2X WOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL --'T— —'—T
SIDE VIEW-VERTICAL INSTALLATION l 444
ANCHOR(SEE NOTES I I
SHEETS 6-10)
--- --��— - HORIZONTAL
EXTERIOR i i INTERIOR MULLION,TYP,
MULLION NOTE EXTERIOR INTERIOR
TYP. _
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ®
TYP.
I I ALL MULLION&CLIP ASSEMBLIES.
l l SEE SHEETS 6-10 FOR ALLOWABLE VERTICAL
I MULLION CONFIGURATIONS,SIZES, __L., -A L MULLION,TYP,
i I MULLION CLIP AND DESIGN PRESSURES.
I I TYP.
(HORIZONTAL SECTION
° o4 X-MULLION INTERSECT DETAIL
A o ° 1 1/4"MIN.
SIDE VIEW
a. ° EMBEDMENT
PRECAST SILL ° ° ° j11111111)�r REVISIONS am /a1 EASTERN ARCNREMNA EISTENS
Qif'�
BY OTHERS '•.M�,..-� t '��g F. �fl,", ��P� - EASTERN,iF AL SYPPiV
�•/4�••. As '4�` 'r -- � �;;.:-:,M'vv;'o newt vlrwvt {WJDBAYAnwItGhD
�(/ �V-� w„ :. • . .,ws.w:is,.i.�Kr«- ORT ltYF.HS.ELGe*lDA 3x353
INSTALLATI � ,�;:`�,\Cx�•S�y,•O � +:.. " 94xaxz.xzoa
ANCHOR SEEN S 2 2/2"MIN. yy TITLE:
( TJt 7,377$` i HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEETS -10) EDGE DISTANCE =_ *( � * = VERTICAL AND HORIZONTAL CONFIGURATIONS
A = roTA F INSTALLATION DETAILS
VERTICAL SECTION ; •a • d1� ; �, � DATE:DPANN HY; PRF.PANEDeY:
A, SILL-CONCRETE/MASONRY %�,n•'19� Op:\=�`ti 02 05 13 TJH BUti.OSHG PROPS.INC,
I �E�S f!NVItLIiD tlnfiWiN aND: SCAtE:
SIDE VIEW-VERTICAL 398 EitD�Ag,��a2'r@�tGAS�xi PA-0003 N,T.S. ""I AUTNOPIl.Ai70N N0,2998
DAME p[ACH,FL T}yfD(�`- LL DESCni➢nDN REV SiiE� gel
EBPE CERT.DC AtIQt A'A11N ND.29578 4 OF 1 1
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 - 10
0
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH I"x 3 1/8"MULLION
AND II-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
��� ��� LASIERI:nA DNIS 1ORAt SvSTE.US
!/11
REVISIONS e��� EnsTE NNIISEIOp OVPPLv
\ �,
\\ S F. i
220 4.ryop ,,, ® q 9P»Bn9nRInRDnD
C' ,r `� r.rrw••Vr•rrn yN Lr•:V rN.V r.. FORT M"ERS.FLORIDA])913
ZZ
\\Gj�fS�C•�p0 euwu-r_ro1
pp T11LI: ;
N y7,�3774. : = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* = VERTICAL AND HORIZONTAL CONFIGURATIONS
b • r T� 0 r = MULLIION AND CLIP ASSEMBLY DETAILS
- 1(/ DATE:DRAWN Dv: PREPARED Ov:
O ':•9LpI�DPr' 4: 02 OS 13 TJH A
T / BUILDING DR
.......a[7\\\` URnwINO NU: SOALE: + FACE RTIFTCATEEATE OF OF
y� ..��}}��((�LE���y� \\\ PA-0003 N.T.S. -U Ou lunoNNO 255/8
395 FBPEMm;
CERT.OF�UTFOKISATIOR NO.3 5)B SIIECT:OF 11
OANIA l 111 By OnIE OESI•NIPiiO\ REV JJ
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS 1,000"-- MULLION I
MULLION
SPAN'L' T D@dT R WIDTH'W'(IN.)
(IN.) 18 24 30 _36 42 48 _53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
200.0 200.0 181.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 1
84 101.0 76.9 62.7 47.1 42.6 39.7 39.3 36.9 11
9G 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 2B.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375'
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS 111 X 3-1/8° (LIGHT) MULLION
SPAN T' TRIBUTARY WIDTH'W'(IN.) I MULLION-
(I N.)
ULLION(IN.) 18 24 30r78.8
42 48 53.125 54 60 ALUMINUM 6005-T5
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
48 200.0 200.0 200.0 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 114.9 100.5 90.8 89.3 80.4 WI,W2
72 157.6 118.2 94.5 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 284 99.2 74.4 59.5 42.5 37.2 33.6 33.1 29.896 66.5 49.9 39.9 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 28.0 23.3 20.0 17.5 1 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&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
° o •CONCRETE:1/4"ITW TAPCONS
° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
° •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5.G:0.55.
0 0 0 0 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
° X BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
211 '` 511 X 2 1/411 L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/411 U-CLIP
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
` 7111111/1/ 7T As EASTERNARCHITECTURALIVISION OFBVSTEN.S
CONNECTIONS 7T f, REVISIONS �. Eastern O O O \\ 'N^`�J F'/yo
I� EASTERN IAETAI SYPPt\'
\ ` • A � ® �J{ - Con I-BAVARV.ROAD
'i ;,`;�.`.••�c''wu.onw.^�.:�p10 FORT NWERS,FLORIDA 33913
NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 _ No17377 E`
CLIP TYPES AND DIMENSIONS. _ $' - HV TI CLIPPED ALUMINUM TUBE MULLIONS
(: �/•- A' VERTICAL AND HORIZONTAL CONFIGURATIONS
71 11 ro �T' Tfc 1" x 3 1/8" LIGHT MULLION
10 15/32 X 2 1/4 H-CLI P - P` �, DATE:DNAWN OV: RFPARREED BY:
ALUMINUM 6063-T6 ^%per• .........�P' 2� 02/05/13 TJH //s{}\ BUILDING DRODS.INC.
\' SL'AIE: * FBPE CERTIFICATE OF
��,Lryf � yp`e �\`\ PA-0003 N.T.S. }1 AUTHOCS'/.ATTONNO.29579
398 CAST o.0/I�L BE�AlfI UDA04 �B DV DAIE DESCRIPTION RN SNEET: REV: -
OANIA 9C/I 6 OF 11
FBPE CERT.OF AUTHORIZATION N0.29578