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Product AoproNial Menu>Product orApplication Search>Ao_p(fication List>Application Detail
R; FL# FL17472-R3 1 {,•J},-U
Application Type Re ' 'on
Code Version 2017
Application Status pproved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments RECEIVED
Archived
FEpp yy
B S � ?ls�y 26J�y
Product Manufacturerastern Architectural Sy5,te s
Address/Phone/Email 16341 Domestic Ave. ST. Lucie COunty, Permitting
000,00 Ft. Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature James Flesher
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
u Quality Assurance Representative
U. 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
TA5202 1994
TA5203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
t
Date Submitted 02/14/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
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 R3 C CAC EAS 622-104CAR.PD
Approved for use outside HVHZ:Yes
I Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1 09/22/2021
Design Pressure: N/A I Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R3 II PA-0004 SS 2018-02-14.pd
pressure rating Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5504 SS 2018-02-14.pd
Created by Independent Third Party:Yes
Q17472.2 �HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
i I and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-I0ICAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR.PDF
Impact Resistant es FL17472 R3 C CAC EAS 622-103CAR.PD
Design Pressure: R7X- FL17472 R3 C CAC EAS 622-105CAR.PDF
Other;See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PD
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R3 11 PA-0003 SS 2018-02-14.pd
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PER5505 SS 2018-02-14.pd
Created by independent Third Party:Yes
Contact Us 2601 Blair Stone Road,Tallahassee&32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyllght 2007-2013 State of Florida.::FjLvagy5gLem
qrg::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 850A87.1395.-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 dick here.
Product Approval Accepts:
MORNOM
Credit Card
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NATES: _ �-`--Wl��^"—W2I�'Wl'•-�-•WZ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) 1 I{ 4 ! g
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. ..
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. �� J} SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, ff �\
7YP
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION' VERTICAL,SPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE J� !� VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN T' �"SMUL'L'
FOR THE PROJECT OF INSTALLATION. ti
MULL
TIN
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TOp 0/
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'W 2'
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 PER.
7. MULLION&CLIP MATERIAL:ALUMINUM 6005.75&6063-T6(AS NOTED)
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVALLjfl
9 �
'6/l'
10 9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. A
ANCHOR CLIP,�/..�'�
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYPICAL
4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. MULLION ASSEMBLY HORIZONTAL FIT" MULL SPAN
MULL
INSTRUCTIONS: �)SPAN'L'�Y
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: 0 f
• 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,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. M
SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 0
2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS Oft EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10.
4 MULLION SECTIONS 5. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.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
6 1"X 3.1/8"(LIGHT)MULLION DESIGN LOAD TABLES I GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3.1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES \\ JJ
`\S\ �S F. //// REVISIONS 4 p T ' I ISIONOF a �nrs
9 - 2"X4"MULLION DESIGN LOAD TABLES `i���� •, �� E498fern E-TVAN.EMSYPPIY
i
10 - 2"X6"MULLION DESIGN LOAD TABLES : y� `• AMYMINYM. Np VINYL Is &DOME5Y1C.E.
-S s Q ";✓•...us•wa•oaw.wa ooaa. ',a............
11 - MULLION ASSEMBLY AND LOAD EXAMPLES 7 7 Tmr -eFrwor Zrvo
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
C ^0 T T •` VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
DATE:onAwHar: PaEPAaEoeY:
'���i�S•• •••,C\G~ ` oRaw0orm:5 13 s�E-T1H "v euimmGDROPS.INC.
Digitally signed 61'Hennos F.Norara,p.E. /� %% L�±T
GTH ED.FOC UPDATES i PA-0003 N.T.S. AU7HORRATION NO 29518
Reason:I am approving this document aHEET, nEv. iii4LL�iiirrritF777
Data,2018.02.1415:60:49-D5'00' 393�DUU 17�
FEIPE CEAr.oP ANHORRATIOH No.MI. MCHWTION R_ 2 OF 1I
2.000"
0,250"..
1.000" 2.000°
1.000" 1.000--
0150" 0.250" 6,000"
0.125"" 0125 4.000" 4.000"
3.125"
J0.375" 0.625" 0.250" 0.250".................. 0.250"
I"X 3-1/8"(LIGHT) I"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
O "" REVISIONS.1 EaStern "s"Rm`F1ISTRRcm.`BEoTA"L,'.L$Ly7"
1_ 1 COME
INV*
FEMYSS.F1.139 I
fm —7 397T-E01-3190397T-E01-3190—
T ;
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
S1. O • GATE:DRAWN Dr. PAELED ft
1i %............ 02/05/13 TIH
0 ORD., SCALE: BUILDING DROPS,INC.
FIRPECORTIFICATEOF
•395 WE 0 G. .smiTe PA-0003 N.T.S. AUTHORLEATION NO.29578
BAND,BEA By DATEREV..
FEPE CERT.OF A TION KO,22M OF 11
a..� �a..�
� �� s �
0 0 2.25" a 2.25" 0 0
2.25" 1.75"
2.625" 3.375" 0 2.25" 0 ( 0 2.25'. o
—(- 4.625" 5.375"
0 0
0.12.5" 2^
2.25" � 0.125" 2" jt
0.125" 2' T T- 0 0
2"
X 5" X 2 1/4E' L-CLIP 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-T6 0.12 2'.
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
2.50" 0.722"—12.25° a o 2.25 a # a o.7zr'_.i 1-
1o.a6„
\/ 2.25" 0 2.25"
\0 2.25" 0 0 2.25 0 O 1.15 , 2.335" 2.25"
j1 2.25" a � -- a�`�
0 2.25" 0 2.25" o
1.25" 2.125" 2.125"
} --—T-
_ —A0.188"
10 15/32" X 2 1/4" H-CLIP 21 4" U-CLIP 4
13 " U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-TS "
10 15/32 X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25"—[r—2.25" 2.25"
0 0 0 0
2.625"
REVISIONS ► EnsrEnNnNplilviisION OFtsrsTEn+s
O 0 0 0 i ���} ♦ �I Easlorn EASTERN METAL SYPPLY
rte`'}„'+ •"'• " i��d'�� A4YMINYM N VINYL 1-10SxfL33 w.
0.125" TOLE' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875'��� - 0 VERTICAL AND HORIZONTAL CONFIGURATIONS
=_ TT a
n " P, 4:w °Are ORawN BY:CLIP DETAI AREosY:
81/4" X 3 3/$ H-CLIP '-°T L, °"
Imo/ '" " �� � 02 05 13 TJH BUILDING DROPS,INC.
ALUMINUM 6063-T6 N65YA q3SId�4���� °CA1f FOPECERTIFICATECIF
sea AQlLd ;S F auPA-0003 N.T.S. AUTHORITA7°N N0.24518
bb HEN
FBPE EFR�GF AUift0I0UTNMi Na 205BY / SCHIPTlOti ]S.EET.3 OF 11
INSTALLATION ANCHOR
(SEE NOTES SHEETS2 11r MIN. INSTALLATION ANCHOR INSTALLATION ANCHOR HORIZONTAL
6-10) (SEE NOTES SHEETS 11/2"MIN, (SEE NOTES SHEETS
CONCRETE OR EDGE D.IST. 4- 4 6-10) EMBEDMENT 6-10)N MULLION,TYP.
'/'I"MIN
EDGE DIST. 4,
MASONRY BY OTHERS v
o CAULK BETWEEN MULLION CLIP
If 4
X- 4 11/4'MIN. 3/4"MIN, EXTERIOR
TYP. tar
S A EMBEDMENT EDGE DIST.
WOOD BUCK BY OTHERS
CONCRETE/MASONRY&IX A
,_'U'CLIP
TYP.
\—I X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS7—�
CAULK BETWEEN
E
MT
0
S
EIN
S
ID
C I T DIST
RE E OR
OTHERS7—�
BETWEEN
Y X VERTICAL
_MULLION CLIP CONCRETE/MASONRY&2X
TYP. WOOD BUCK BY OTHERS MULLION,TYP.
2X WOOD BUCK
7�EXTERIOR INTERIOR BY OTHERS q . J—MULLION t. INTERIOR TVP. (HORIZONTAL SECTION
f-�,_MULLJON
_
TYP. T-MULLION INTERSECT DETAIL
K-C--'\H0RlZ0NTAL SECTION SIDE VIEW
JAMB-2X WOOD BUCK
VERTICAL SECTION SIDE VIEW-HORIZONTAL
-4 HEAD-CONCRETE/MASONRY
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS HORIZONTAL
6-10) MULLION,TYP.
EXTERIOR INTERIOR
MULLION EXTERIOR INTERIOR
TYP.
NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL p.
MULLION&CLIP ASSEMBLIES.SEE VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION —MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CLIP PRESSURES.
TYP.
HORIZONTAL SECTION
4
X-MULLION INTESECT DETAIL
4
s3 e
11/4'MIN. SIDE VIEW
�4 EMBEDMENT
PRECAST SILL REVISIONS
BY OTHERS A111 SION01
RS oo fair �MMEM SYPPLY
16341 DOMMCAW.
F'r-'ERs'
INSTALLATION ANCHOR LM12
(SEE NOTES SHEETS T—:
6.10) 2 1/2"MIM HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
INSTALLATION DETAILS
VERTICAL SECTION DATE opAwNsy, -1 w".
SILL-CONCRETE/MASONRY ........... 02 OS 13 t)ATE TJH
LMAW'
P
DRAWNG Wi SC&E: b' 6UIIDINGtl0.GVS,INC
SIDE VIEW-VERTICAL PA-0003 N.T.S. AMHORWION NO�2n78
sY MV
OF AMANMIM"M.2074 DA. my 4 OF 11
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H•CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CUPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS EASIFRNAq pNy 5qN 0[���MS
-Lres ME
7�S�!'3b//T
`�//,fiC1`••••• • I,' EASTERN MfiAL SYNPLY
'` V ' • •• �''" MrW.e�'w.Mow:tee':oolaow� 1 RMVMYOON,ES3912 .
ERS,[L JJ912
7 _ Lerr a9l-2199
* * rmE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 , VERTICAL AND HORIZONTAL CONFIGURATIONS
p T T t ti MULLIION AND CLIP ASSEMBLY DETAILS
'rO,n••. L p4;:•„=k/��, 4AYE:ORAWNBY: vREVAREoer.
.........j[) ' `g� � 02/05/13 TIH
, BUILDING o9ors,wc.
'` •`t ]'2 %`, PA-0003 g�N.T.S. AUJNORIZAPONN0.19579
399 EST BEA SIE.335
FBS CpiE 0F9R ALMORDEADON O.29579 BY 4ATE OESO wnn`l REV 5 OF 11 Rte:
DESIGN PAESSUREUMITS FOR MULLION:1"x3.1/8"(LIGHT-ONE-WAY MULLIONS � � MULLION
SPAN'L' TRIBUTARYWIDTH'W'(IN.) MULLION
IN. 18 24 30 36 42 48 53125 54 60
24 200.0 200.0 200,0 200.0 200.0 2DD.0 200.0 200.0 200.0
36 200.0 ADD 2000 200.0 200.0 200.0 200.0 200.0 200.0 0,125"
48 200.0 200.0 200.0 2000 200.0 200.0 200.0 200,0 200.0 3.125" -�
6D 200.0 200.0 1820 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 1025 87.3 77,7 71.1 67.2 66,7 63.8
14 1010 76.9 62.7 53.5 47.1 42,6 39.7 39.3 36.9
67.4 521 41.5 35.2 30.6 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
100 6 47.2 35.7 26,9 24,4 21.3 19.0 17.5 17,2 15.9
y 0,,375"
DESIGN PRESSURE UMITS FOR MULLION:1"x3.1/8"UG 1
-TWO-WAY MULLIONS " X 3-1/8" (LIGHT) MULLION ( � '------�
SPAN'I! TRIBUTARYWIDTH'W'IN.) ALUMINUM 6005-TS MULLION
(IN.) 18 24 30 36 42 1 48 53.125 1 54 60 MULLION
24 200.0 200.0 200.0 2000 200.0 200.0 2000 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 1.34.0 {I
48 200.0 2000 200.0 167.5 143,6 125.6 113.5 21L7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 To
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= W1+W2
84 99.2 74.4 59.5 49.6 42.5 37,2 33.6 33.1 29.8 2
96 66.5 49.9 39.9 33.2 28.S 24.9 22.5 22.2 I9.9
108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:
-WOOD:#14 WOOD SCREWS
-CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
0 0 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0
F. o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0
•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 2" X S" X 2 1/4" L-CLIP MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL$HALL BE MIN,
ALUMINUM 6 18 GA.(0,045-THICK)33 KS1 YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
ALUMINUM 6005-T5 "MUST BE USEDD IN N P PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS \ rF
O O O 1,1�\`\��4-`S F. ,////�' REVISIONS lE il��111 aStJ� &.9TENN Aft ON 54N OF 116M11I
ENSTER MTALSYPPLY
nnL.0 NUM A am awe 16341 DOMESTiCAYE
�'•••• • ••+�� r �' inwro�w.wuasva� 1877101 2191 911
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 * , 7 '* TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYLES AND DIMENSIONS. VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 21/4" H-CLIP %�tt ••, j p�•'tU 1"x 3 118"LIGHT MULLION
T • OATE OtNWNSY: PHEPANEOM
ALUMINUM 6063-T6 �i�FSa. aG���` 02 OS 13 TJH
DRAWING NIX R1iAlE: Bull FBPE CE 7ROPS8F
398 EAST 0 1ElM13M:.SM 338 jNC
PA-0003 N.T.S. � AUTNORi7AInON NO,29578
TN.O AUTHO IL TO SHEET: ftEN
fRPE cmr.av Aumare7ATICFI NO.48578 � wTE °E�"°'TiON R� 6 OF 11
r.
DESIGN PRESSURE UMITS FOR MUWON:1"x3-1/8"(HEAVY)-ONE-WAY MULLIONS X MULLION-, �!
SPAN'L' TRIBUTARYWIDTH'W'(IN.) 1.000" MULLION-
(IN.)
ULLION(IN.) 18 24 30 36 42 48 53.125 54 60 I I
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
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0,125"
60 20D.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 1545 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" I w'
B4126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
36 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.
108 56.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.99 ONE-WAY NE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-18" HEAVY-TWO-WAY MULLIONS q 00.625" J
SPANV TRIBUTARY WIDTH'W'IN. 111 X 3-1/811 (HEAVY) MULLION
(IN. 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T5 MULLION
36 200.0 200.0 200.0 200.0 191.4 167,5 151.3 148.9 134.0
48 200.0 200.0 20D.0 167.5 143.6 125.6 1115 111.7 100.5 -^
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 893 80.4
72 196.8 147.6 118.1 98.4 84.4 718 66.7 65.6 59.1
84 124.0 910 74.4 62.0 53.1 46.5 42A 41.3 37.2 TRIBUTARY WIDTH= W1+W2
96 83,0 62.3 44.8 AI.S 35.6 31.1 28.1 27.7 24.9 2 I
108 5&3 43.7 35.0 29.2 25.0 21.9 1 19.8
TWO-WAY MULLION DItAG-R-AMS--1
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,
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:
0 •WOOD:U14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
° •CONCRETE:1/4"ITW TAPCONS
0 •METAL:1/4"SELF-DRILUNG SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4° U-CLIP 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.S5.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
° o 1! 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN.4000 PSI.
MULLION-018 ULLION 2n X�° X 13/411 L-CLIP •METAL ANCHORS SHALL HAVE AMIN.(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.
ALUMINUM 6063-T6
*"MUST BE USED IN PAIRS
REVISIONS EASTNARCHITECTUR&SYS $
\ arc• Q �I AQR►- EaSfER
DrJW A.-ISIDNOF
`,\\Q.•• • .c\.�It' EA9iERNMET,4.SYPPLY
+ "J� • ••\-� 1 16341a0MEOICAVE.
p ° ° .. '"' : Q ,"•„ u'.,:'�."'lMryowwi'wpo a3mni FEMYER;03912
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 7 : TREE: R ianio z es
TYLES AND DIMENSIONS. 0 0 0 =* * - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 T y VERTICAL AND HORIZONTAL CONFIGURATIONS
/4 a �i�0•••y ( S';;••4th.'•. CASE:CRA Mr 8'I HEAVY MULLION
1015/32 X 13/4 H-CLIP -.��FS- ..• �,���.\ 02 0513 T1H
ALUMINUM 6063-T6 pit P N �5\\ CRnvnNCRa ewE: BUILDING cEanFuATEOF
�Wfl ST PA-0003 N.T.S. AUTHCR12AnCNNO.29570
3W E�DWA SUCK FL 1.7304�J7B SHEET: REV:
Ft�E CERT.OF M3nwmunoN Na xas7a 9Y DATE DExRIPmN REV 7 OF 11
MULLION
DESIGN PRESSURE UNBTSFOR MULLION:I"x4"-ONE-WAY MULLIONS (�"- 1.000"
S N'L' 'fRiBUFAR 4TH'W !N. MULLION
(IN. 1-18 24 30 36 42 AS 53.125 54 6p
24 200.0 1 2010 200.0 200.0 200.0 200.0 200.0 200.0 WILD
36200.4 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 200.0 200.0 200.4 200.0 200.0 200.0 200.0 200.0 '
60 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 200.0 I^• -_I
72 200,0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 1 4.000" I
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 ONE-WAY MULLION DIAGRAMS
96 140.1 � 106.3 86.3 73.2 63.1 57.4 53.1 52.5 45.8
IPA
100 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
0ESIGN PRESSURE LIMITS FOR MULLION:I"x 4"-TWO-WAY MULUONS j
SPAN'L' TRIBUTARY WIDTH'W'(IN. MULLION
!N. 18 24 30 36 42 48 53.125 54 60 0.250" MULLION
24 200.0 240.0 200.0 200.0 200.0 240.-0 200.0 200.0 2MD.o 1" X 4" MULLION T
36 200.0 200.0 200.0 200.0 200.0 24x.0 200,0 200.0 198.5 ALUMINUM 6005-TS
4$ 200.0 - 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 20D.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163,8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 1 61.9 001 t W2
96 138.2 103.7 82.9 69.1 59.2 S1.8 46.8 46.1 4L5 TRIBUTARY WIDTH= 2
108 97.1 72.8 58.2 48,5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET I 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.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •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.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN,'EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE D15TANCE OF 2.1/2".CONCRETE SHALL BE
0 0 0 o MIN.4000 PSI.
•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.i/$"THICK ALUMINUM 6063-T5.
O O O O
O O O O
11 11 11 \\\\\ c��, r7/I REVISIONS EASTERN ARCNtTECTUR sYSTEMB
2 X 4 X 3 3/8 L-CLIPe o Baum: � , #�,rn ADMBION Oi
81/4 X 3 3f 8 H-CLIP • . F 'jf -u�_ EASTERN META 9YPP Y
ALUMINUM 6063-T6 :��17�:'
**MUST 8£USED 1N PAIRS ALUMINUM 6063-T5 .• ;�Q : [SYDAM
„-,-, x�• -���o o••-• 189m DDME9nc22
... A�^•N+ uM ca vINVL {T MYERS,it 33911
+an<B+-x+Re
nT a HVHZ CLIPPED ALUMINUM TUBE MULLIONS
a . TT GYM
VERTICAL AND HORIZONTAL CONFIGURATIONS
?M 1"x 4"MULLION
NOTE:
'3 FOR � S L •� 4 0.4IE.DwvNaY: vRErAEDBr.
TYPES AND DIMENSIONS. ��i FS " `G���� 02 OS 13 TJH BUILDING DROPS,INC
FBPE CERTIFICATEOF
PA-0003 N.T.S. AVTI83RWTiDN NO.x9378
388��X888.,S1E.338 SNEET: REY.
FEFE c DA.IA ADEEwr*Aro.ND. 78 aESCRIPT�aa �v $OF 11
DESIGN PRESSURE LIMITS FOR MULUON:2"x 4"-ONE-WAY MULLIONS MULLION
SPAN'L' TRIBUfARYWIDTH'W' IN. 2.000"
(IN.) .18. 24 30 36 42 48 53.125 54 60 I� MULLION
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
48 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
72 200.0 200.0 200.0 200,0 '200.0 197.0 188.0 186.8 180.1
84 1 200.0 200.0 195.1 2%4 146.6 132.5 123.5 122.2 114.8
96 200.0 1S9.0 129.1 109,5 95.9 85.9 79.5 78.5 73.0 4.000"
108 146.7 111.1 89.9 76.0 66.2 59.1 'A 53.7 49,5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN'V TRIBUTARYWIDTH'W(IN,)
IN. 18 24 30 36 1 42 48 153.125 1 54 60 MULLION
24 200.0 200.0 200,0 2000 200.0 200.0 200.0 1 200.0 200.0 0.2511 /� MULLION
36 200.0 200,0 200.0 200.0 200.0 200.0 200.0 20D.0 200.0 �'� X 4"M LI LL!V N
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 IWA 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118,7 116.7 105,1
84 200.0 20D.0 180.1 150.1 128.7 112.6 101.7 1001 90.1
96 200.0I55.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145,2 108.9 87.1 72.6 62.2 54.5 49.2 48,d 43.6 TRIBUTARY WIDTH= 001+002
2 I-"--11-,"_!
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.
3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
r I •WOOD:#14 WOOD SCREWS
QUALIFIED ANCHOR CLIPS «CO CRETEII 4"IATWTAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADES)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•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 MIM 1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
««
ALUMINUM 3/83-T6 \\\\� �$F. Q ��i� REVISIONS EAST �[SI&N�PSIY�TEMS
MUST BE USED IN PAIRS `p�Q ��. IVEaqV,�a►rnWTCRN METAL
y� i -� An..Vouw�wwo o'oaii Fr MYDO FL339 2
a •�0 .�- Ff"Y01-190
7 - 877001-1199
TRLE
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP = 0 T VERTICAL AND HORIZONTAL CONFIGURATIONS
TYPES AND DIMENSIONS. i0, P,rZ46- Dnp WNW. 4"MUL�10�NOr.
��Sj ........... G�\\\ 0.2 DS 13 TSH BUILDING DROPS,IN C.
% DRAWINONO; uu^CAI,E; fSPE CERTIFICATE OF
sus� .ESTE,338 PA-0003 N.T.S. >� nuTxoRlunDNNO,29srx
&1EET: REV:
CERT.OF AUTNGw2AGON RD.20570 BY DnTE DESCRIPTION - 9 OF 11
2.000" MULLION
DESIGN PRESSURE UMI7S FOR MULDON:2"x 6"-ONE-WAY MULLIONS � .,.�
SPANTRiBUI
iARYWIDTH'W N. MULLION
IN.'L' 18 1 24 3D 36 42 48 153.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0
36 200.0 _20D.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
60 200.0 200.0 2010 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 g2OD.0
200.0 200.0 200,0 197.0 188.0 186.8 180.1
84 200.0 200.0 191.0 171.5 157.6 .148.7 147.5 140.1 e
96 200.0 186.8 261.6 144.1 131.3 123.0 121.8 114.6ONE-WAY MULLION DIAGRAMS
106 200.0 162.7 140.1 124.2 112.6 104.9 I03.a 97,0 6.000" tt
I
DESIGN PRESSURE UMITSFOR MULLION:2"x6'-TWO-WAY MULLIONS _T MULLION
SPAN'U TRIBUTARYWIDTWW'(IN.) MULLION
IN. 18 24 30 '36 42 1 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 2DD,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
48 2080 200.0 2010 200.0 24D.0 197.0, 178.0 175.1 IST6
60 200.0 200.0 200.0 200.0 18011 157.6 142.4 140.1 126.1 ---
72 2080 204.0 200.0 175.1 150.1 131.3 11&7 116.7 105.1
84 200.0 200,0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 1 flo."O'
96 200.0 197.0 157,6 131.3 112.6 98.5 89.0 87.6 78.8 2" X 6"MULLION -"-��-"'--�
108 200.0 1 175.1 140.1 116.7 ID0.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-TS TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl+W2
2
TABLE NOTES:
1- SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIP 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
0 O O 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 i".WOOD SHALL BE MIN.S.G=0.55.
+HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•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.
O O O O
2" X 4" X M 3/8" L-CLI ••, E fj• REVI$IDN� WTERNAtCMiECTUMSYSTEMS
\\ �
F.
,''� E�rstnrn �DNISIDN OF
\ FASTENN METAL SYPPLY
ALUMINUM 6063-T6 ��(V�•• Cp f� 1.100MEII1CAYF.
*MUST BE USED IN PAIRS
Len.lpLsNe9
TITLE
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIPT 411 : 2"x 6"MULLION
TYPES AND DIMENSIONS. np'•. C P,r' 'N DATE:ORAWNDY: Pp PAREDBY:
2 �
02/05/13 T1H y BUILDING CROPS.INC
DRAWING NO: SCALE: WEURTIFMATE OF
\ PA-0003 N-T.S. ADTNORITATIONNO.MS78
]YB EAST D S,E JJB SHEET: REN
F>3DIE CERT.OFF AUFNORILIT NM 2SWO �- GATE CISCRIPT40N REV 10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL {�
SPAN T' I SPAN LL' —�
-__ 'W2' __.�
MULL
SPAN'L'
'WS'
'W2'
MULL
SPAN'L' W2'
yV2'
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
4_-- 'Wl' --I 'W2' � I
MULL MULL
I�
SPAN'L' ! SPAN T'
W1' 'Wl'
MULL
SPAN'L'
f 'W2' 'W2'
V LLi L 1 -1111, 111
VERTICAL MULLION
HINGED DOOR WJ SIDEUTE HORIZONTAL MULLION HORIZONTAL MULLION
fJ! REVISIONS FASTERtl ARCHflECTURAL SYSTEMS
NOTES; 1 ��9 F �,!!!!^ Qljjl,'E8S;jfernEABTSPINA.MSI SYPPLY
A1. DRAWINGS ARE DIAGRAMMATIC IN NATURE ANp CONFIGURATIONS NOT �` � ,M. . TTMYERS,R339I3
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. C "�tl1�1P
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY *. 7 * w mLE. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES, VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. ��C):. T ? �w MULLION ASSEMBLY AND-LOAD EXAMPLES
n
.............
_' DATE:DRAWN SY: PREPARED DY:
'!!!!�V•• a DRAWI02/05/13
2 05 13 SCALE,T'H ; BUILDING DROPS,INC.
J �1 TSPECER
� � PA-0003 N.T.S. T63CATEOF
AUTNaRruwNNo.assxa
300 EAST D WWW S1E.]JB GREET:
�.�OF wTMOINTA No.2951a BY :DATE DESCRIPT— 11 OF 11