HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2
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USER:Public User
ApprOVal
Reght 11
Product Approval Menu>Product or Application Search>Application List>Application Detail
p FL# FL17472 R1
Application Type
Code Version 014
Application Status
*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 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 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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgtCUGgvj Qiz6A... 8/31/2015
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 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.pdf
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 2015-02-28.t?df
pressure rating Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FLI.7472 R1 AE PER3286 HVHZ SS 2015-02-28.pdf
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use Z:Yes FL17472 R1 C CAC 622-101CAR.pdf
Approved for a outsid HVHZ:Yes FL17472 R1 C CAC 622-102CAR.odf
Impact Resi ant:Yes FL17472 R1 C CAC_622_103CAR.�
Design Pre sure: N/A FL17472 R1 C CAC 622-105CAR.pdf
Other:See d for mullion size,configuration and FL17472 P,1 C CAC 622-106CAR.odf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
[71.17472 R1 II PA-0003 HVI-17.SS 2015-02-28.pdf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
1:1.1.1472 R1 AE PER32.85 HVHZ-SS 2015-02 28.pdf
Created by Independent Third Party: Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacv 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:
St'CFiI'1 L V,t;F;7'?t'sf.
MOM
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtCUGgvj Qiz6A... 8/31/2015
` rr
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: —'Wl' rWI'—r'W2'1
�4— W2'—�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION M j
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. 4 A ' A \� rt $ MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. A p
ANCHOR CLIP,
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP ��
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
5. 1X AND 2X 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 4 SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION.
MULLION }
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TyP
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, / \ Yd2
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 APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 1
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) IT
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �� �� g' Wl
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 9
10. IN ACCORDANCE WITH THE 2010&5TH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP 4
I NTO CONTACT WITH ALUMIN UM UN IT FRAM ING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL "T MULL SPAN
MULL
INSTRUCTIONS: �ISPAN'L'I~
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: �1
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS, ELEVATIONS
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. WS'
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 1Il
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. N
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-30.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP 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 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES 111111Ilrrrr REVISIONSe� may EASTERNARCNRECTUNALSYSTWS
9 - 2"X 4"MULLION DESIGN LOAD TABLES \\55YY�(LS F O'Z7Zi�� ®rte ��l�� ®/I EASTERN 11 LSYPPLY
♦ R 3oI—ARIAROAD
10 - 2"X 6"MULLION DESIGN LOAD TABLES (vim;•' �� i -,. �,1,,;';�„r^,,^,��,o',,;T;'»' 1 FORT-RE.FLORIDA]]913
11 - MULLION ASSEMBLY AND LOAD EXAMPLES � �'•� •=0 TITLE: .w
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
/a" g AT 9F a = GENERAL AND INSTALLATION NOTES
j / •• - W DATE:DRAWN BY:
PREPAREDBY:
Digitally signed by Hermes F.Norero,P.E. o�';9�VNM1oP; � 02 os 13 TY:
\' •• • G� \\ DRAWING NO: SCALE: BUILDINGDROPS,INC,
JH
Reason:I am approving this document RORER �\ 1 FBPE CERTIFICA EOF
Date:201 5.02.28 12:45:10-05'00' Me�8 � ♦»a SNEEPA-0003 REv N.T.S. AV HORIZA ION N0.295]8
RPE CERT.OF AU A ON ND.29578 BY DATE DESCRIPTION REV 1 OF 11
2.000" 1-
0.250"
1.000" —�I 2.000" �—
1.000" 1.000"
f0.250" i 0.250" 1 6.000"
0.125" 0.125" I 4.000' 4.000"
3.125" 3.125" 1
1
75" J 0.625" 0.250" 0.250" 0.250"
1"X 3-1/811(LIGHT) / 111 X 3-1/811(HEAVY) 1"X 4" 2"X 41' 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
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
REVISIONS EASTERN ARCHITECTURAL SYSTEMS
A DNISION OF
F. O astern EASTERNMETAL BY—
��
' ( •I� a
LOAD
FORTMRSFORDA33913
Z -220
TITLE:0 d
fd
77 - = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
OATE:DRAWN BY: PREPARED BY:
�
��� 02 05 13 TJH
I�7N�ORE)R G\�`` DRAWING NO: SCALE: BUILDING DROP5.INC.
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CERTIFSCATE OF
39B EAANI
' BEACIS 6L3�.``.1DB PA-0003 N.T.S. ;:4,.,.�.'; AUTHORIZATION TE z95)e
ppAAyy.BI/u SHEET: REV:
FBPE CERT.HOF AUIfIGntA��aNO.285)8 BY GATE DESCRIPTION REV 2 OF 11
e
4" 14" I—
2.25" o 2.25" o } 0 0
I I
11I /-, —2.25" /\
1.75"
2.625" o 2.25" o3.375" . 0
-1 +
t 4.625" 5.375"
1 0 0 0.12 2"
2,25"-� � 0.125" 2"
0.125" 2^
0 0
A + } 2" X 5" X 13/4" L-CLIP 2.25" f
f 2" X 5" X 2 1/4" L-CLIP 0.125" 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 Imo-.
\2.25" 0 0 2.25 0 � o �1 0.722"�� �f 1 10.46"
(\ ~ 2.25" 0 2.25" H-00
2.25" O o 2.25" 01'�5 2.335" 2.25/I —1 " o \ o o
Vie„ f
�2,25"
2.25" ° 2.25" °
1.25" 2.125" 2,125"
0.168"
T
10 15/32" X 2 1/4" H-CLIP f 2 1/4" U-CLIP 13/4" U-CLIP 1.25"
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 "
10 15/32" X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25'--
i O ° °
2.625"
REVISIONS EASTERNARCH SIGN OF SYSTEMS
\\ G S F. // ������� EASTERN METAL SYPPLY
O O O O ♦♦\ �`' OR •
I v "BDAVARWRDAO
�♦�`t FA r,; ;. w. .�A� <> „�.s FORT&IYERS.FLORIDA33913
0.125" ,r�- TAA:
O 3-3-0a
nrLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" -* * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
F •: ' GATE:DRAWN BY: PREPAREDBY:
8 1/4" X 3 3/8" H-CLIP I ?0 '•;9Lp �44,: 02 05 13 TJH BUILDING DROPS,INC.
ALUMINUM 6063-T6 ��i`` P NSRER G� DRAWING NO: SCALE
���,IES ¢� ♦ t�.Z - FBPE CERTIFICATE OF
�pj1RIB)�/,It,�QISQJL `\ PA-0003 N.T.S. p�'}; AUTHORIZATIONN0.29510
398 EASBA M S�AGNIMU,$�6\7]B BY DATE DESCRIPTION REV SHEET: REV:
FBPE CERT OF @q[2\F1.1S00?NO•.295)8 3 OF 11
INSTALLATION
ANCHOR(SEE NOTES INSTALLATION INSTALLATION
21/2"MIN. ANCHOR(SEE NOjrWEEN
11/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10) EDGE DIST, SHEETS 6r EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE OR a
MASONRY BY OTHERS ° a. °CAULK BETWEEN ° a a 11/411 MIN 3/4c EXTERIOR MULLION CLIP
CONCRETE/MASONRY&1X ' e ° EMBEDMENT EDGEoTYP'
WOOD BUCK BY OTHERS _____ _ __ 'U'CLIP
TYP.
c1 X WOOD BUCK CONCEXTERIOR INTERIOR
BY OTHERS MASONRY BY °QaCAULK Bv MULLION CLIP CONCRETE/MASOVERTICAL
TYP. WOOD BUCK BY aMULLION,TYP.
2XWO °,
EXTERIOR I I INTERIOR BY OTHERS a. MULLION
INTERIOR TYR D HORIZONTAL SECTION
MULLION T-MULLION INTERSECT DETAIL
TYP, SIDE VIEW
rC�HORIZONTAL SECTION
B ERTICAL SECTION 4 JAMB-2XWOODBUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
I I
SIDE VIEW-VERTICAL INSTALLATION
_ ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i INTERIOR
MULLION EXTERIOR INTERIOR
NOTE
I TYP. MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ® ® TYP.
I ALL MULLION&CLIP ASSEMBLIES. VERTICAL
I SEE SHEETS 6-10 FOR ALLOWABLE MULLION,TYP.
MULLION CONFIGURATIONS,SIZES,
IMULLION CLIP AND DESIGN PRESSURES.
I I
TYP.
E HORIZONTAL SECTION
A" .a } 4 X-MULLION INTERSECT DETAIL
° a n SIDE VIEW
°
11/4"MIN.
•d . ° EMBEDMENT
PRECAST SILL 'd ° a + \\\1111IIJJJ// REVISIONS liv�aa7sy�/ EASTERNAADWISIONRCHITE FLSYBTE1.15
BY OTHERS �p _®®® LL n ADIVISION OF
\\\ C F EASTERN MCTAL 3-1
•�.. O/Q,[�/�I ® 10030 BAVARIA ROAD
PORT My
RS FLORIDA33913
INSTALLATION Z: VA0 G TITLE: '
ANCHOR(SEE NO 2 1/2"MIN. — N 77 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
SHEETS -10) EDGE DISTANCE _* ✓ ;"k1 i * _ INSTALLATIONDETAILS
ERTICAL SECTION = DATE:DRAWN BY:
A O ':9(� pP;' �u 02 05//13 TJH BUILDING D0.0PS,INC.
DRAWING NO: SCALE: •��
SILL-CONCRETE/MASONRY �i �_ FBDECERTION NO,OF
SIDE VIEW-VERTICAL Eff{n�N pR_•oM`'G\�\ PA-0003 N.T.S. i.�i AUTH00.12ATSON N0.295]8
]98EASvp[[18f11j�8L]y}1�ppp SE153B BV DATE DEBGRIPIION REV SHEET: REV:
FBPE CERT.OF�AJiH AAQ7 N`0.,195)8 4 OF
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
0
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 I"x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
\\\i L 11 f 2l// REVISIONS EASTERN ARCHITECTURAL SYSTEMS
\\ ///' �"� A DIVISION OF
F./yo ® �v ��� EAST ERN METAL SYPPIY
F"
-'? VEAS
w,FaLOAOD
A
'Z� . O 8-32-22
TITLE: 33913
Y2
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
� * = VERTICAL AND HORIZONTAL CONFIGURATIONS
ro Tf(Tt 9F = MULLIION AND CLIP ASSEMBLY DETAILS
c,)\,
•••.�`T /^A: ��CI; GATE:ORAWN BY: PREPARED BY:
T l fffe'[[[,,,(((III V f- _ 02/05/13 TJ H
NORER DRAWING NO: SCALE: BUILDING DROP5,INC.
F8 ECERTIFICATE OF
�ILjt1011 pJ 61 •T3Tid \�` PA-0003 N.T.S. j AUTMORRATTCN NO.29570
198 EASDAN Ip�CytgEQA�C' STB SHEET: REV:
PHPE CERT.OF A UTfl6fAYAlION NO.29578 BY DATE DESCRIPTION REV 5 OF 11
1.0001,
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS MULLION MULLION
SPAN'L' TRIaLMVYWI DTH'W'(I .-
(IN.) 18 24 30 36 48 42 48 53.125 54 60 -
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2000.
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
200 00
.0 2 .0 200.0 .0 200.0 200.0 200.0 200.0 3.125"
5!.15) 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129. 127.6
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 .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 41.5 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 i5 1 2i 1 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 3-1/011 (LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) ALUMINUM 6005-T5 MULLION
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION-
24
ULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 J-
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
NEI
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 1 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 U5ING 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
0 0 •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 V.WOOD SHALL BE MIN.5.G.=0.55.
0 0 a ° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 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"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" 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
CONNECTIONS 011111111"I REVISIONS EASTERN ARCHITECTURAL SYSTEMS
O O O `\''\I\.I��`�F'�Q //// MStOr/i EASTERN METAL SYPPLY
V�- (` �/ // ® - ��i w�„nn�a n n p'nnYx� 100]0 BAVARIA ROAD
Y'�rJ •��0 a U-3FORT-204'FLORIOA 3391]
NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 %NWT3 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
-# '.
CLIP TYPES AND DIMENSIONS. - / r - VERTICAL AND HORIZONTAL CONFIGURATIONS
11 11 - -n•. T/'�,it f = 1' x 3 1 8" LIGHT MULLION
10 15/32 X 2 1/4 H-CLIP IP / � W DATE:DRAWN BY: PREPARED BY:
ALUMINUM 6063-T6 �%�� '9Ld�".P' ���� 02/ 5/13TJH
// "'.� G\ �` DRAWING NO: SCALE: BUIL DING O20P5.INC.
/ \ FBPE CERTIFICATE OF
/r`r-yfD;Y71( u iB�.]\\\ PA-0003 N.T.S. AUTNORRATIONNO.29578
598 EAST DiR/1+ i1C FI 1. �6TL al SHEET: REV:
FBPE CERT.MOF AUTHORIMTION NO.29578 GATE DESCRIPTION REV E OF 1 1