HomeMy WebLinkAboutProduct Approval i
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(N
9A)
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal-of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above. ,
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-OZ-18.03
M1AM1•DADE COUNTY Expiration Date: May 26,2021 _
Approval Date:April 14 2016
+ Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/1.4, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5t11 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manueurerez,P.E.
Product Contof aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest; dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy_
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material tested for duality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"SH-500 Vinyl'White PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
Impact", sheets 1 through 11 of 11-, dated 08/07/08, with revision D dated 06/01/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with-the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA `number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-1009:05 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E:
NOA No. 15-0612.12
MIAMI-DADE COUNTY Expiration Date: January 08,2019
IP8
lit; Approval Date: July232015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-0820..14)
2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact",
sheets 1 through 11 of 11, dated 08/07/08,with revision D dated 06/01/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a series SH-500 vinyl
single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 08-0820.14)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an outswing French door,
prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated
10/31/08, signed and sealed by Joseph A. Reed,P.E.
(Submitted under NOA No. 08-0820.14-For Reference only)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition(2014),dated 06/05/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manue Per ,P.la.
Product Contr 1 E miner
NOA No. 5-0612.12
Expiration Date: January 08,2019
Approval Date: July 23 2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for
their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
02/07/13, expiring on 12/26/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51"Edition(2014),dated
June 1, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series
"SH-500 Vinyl"White PVC Single Hung Window-L.M.I."approved on 11/14/13
and expiring on 01/08/19.
Manuel Perez,/#.
Product Control Exa i r
NOA No. 15-0612.12
Expiration Date: January 08,2019
Approval Date: July 23 2015
E-2
GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS
SHEET
1.GLAZING OPTIONS: GENERAL NOTES....................................1
A.3/4"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118"TEMPERED OR ANNEALED GkASS, AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2
OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE kVPVB BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3
B.718"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4
OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.0901NTERLAYER OF BUTACITE t*VB BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5
SECTIONS,BOX FRAME.........................6
PARTS LIST..............................................7
2.CONFIGURATIONS:1/1 AND PROVIEW
EXTRUSIONS............................................8
ANCHORAGE SPACING,BOX FRAME...9
3.DESIGN PRESSURES:+60%70 PSF(ALL GLASS TYPES LISTED ABOVE) ® ANCHORAGE DETAILS,BOX FRAME.....10
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME.......11
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.IF A TEMPERED CAP IS USED MAX.DP IS-50/+50 PSF.
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION.
SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF
INSULATED GLASS UNITS MUST BE TEMPERED.
6.REFERENCES:TEST REPORTS FTL-5710.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS)
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
PRODUCT REVISED
as complying with the Florida
Building Code / �0���!
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D.G. 8/07ro8 0
55 318"FRAME O.D.
52118"MAX.
48"FIXED WIDTH DLO 521/8"MAX.
48"FIXED WIDTH DLO
6. SEE SHEET 95" [4118"O.C.
6.MAX. FOR ANCHORAGE MAX. M P. MAX.TYP.
REQUIREMENTS
MAX.
// 33 3/4" / 33 3/4"
FIXED / FIXED
/ HEIGHT DLO / HEIGHT DLO
75" 75"
MAX. MAX.
;
M � o 0
0 w 10" 78 1/4"
x 2 MAX. FRAME
ZU3 O.D.
Wir
¢�
N0
0
/ 33 314" / 33 3/4"
SASH SASH
/ HEIGHT DLO HEIGHT DLO
X X PRODUCT REVISED
as complying with Iho Floddt
Building Coda
Acceplanco No
B lrulim Date 19
6" 2 1/4"
ICY-
MAX' 45 3/4"SASH WIDTH DLO 45 314"SASH WIDTH DLO MAX• h3i,:nd'aclr.Prod„ct n
TYP.
BOX FRAME INTEGRAL FIN
MAX.SIZE=52.125"X 75" MAX.SIZE=52.125"X 75"
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NOTE:
\}' No.38705 •
1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10.
2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1, :-^o .Gcf�T; Lt/
ReMdBy. Mb: RMIa": Owo( e 0 ..SC osmf/f6 D NOCHANOESTHISSHEETELEVATIONS (� F ;
er a.W wrran 1070 TECHNOLOGY DRIVE '•.•CORID.
D.O. 12/laW B ADDED 10'MAX.DIMENSION TO BOX APAMEELEVATION N.VENICE,FL 34275 T°F �
a& R — Vin I Single Hun Window, La a Missile Im act '�,' /U AL����
JJ 10107 1 C NO CHANQE77fISSHEET P.O.Ba tk.r m..e p�yR„ tr '� N �
8j o,b on N.VENICd,FL 34274 L/Lslbry Better A.LYNNIMIILLEF3,P.E.
D.G. Oaro7/09 sH500 NTS 2 a 11 5191-1 D FL P.E.#58705
314"OVERALL GLASS NOMINAL 314"OVERALL GLASS NOMINAL
118"ANNEALED
5/16"LAMI GLASS NOMINAL —6/16"LAMI GLASS NOMINAL
118"ANNEALED
GLASS GLASS
AIRSPACE .090"BUTACITED AIRSPACE -090"BUTACITE
TEMPERED OR PVB INTERLAYER PV13 INTERLAYER
AN
GLASS' BY KURARAY AMERICA,INC. 1/8"TEMPERED OR BY KURARAY AMERICA,INC.
ANNEALED GLASS
ANNEALED 118"ANNEALED
GLASS 'GLASS
41
35 OR 36 35 OR 36
1/2"NOM 1/2"NOM
39 GLASS BITE 39 GLASS BITE
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41 41
OUTSIDE OUTSIDE
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IF Q=3 PRODUCrREVISED
ns complying tvilh the Floffft
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OPTIONAL M._ P_lie.
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OPTIONAL miiam -"dop i u t
FLANGE FLANGE
3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL LYNN
WITH 5/16" LAMI GLASS AND 1/81- CAP WITH 5/16" LAMI GLASS AND 1/8" CAP vxrEN�
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No.58705
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN)
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IM711 C NO CHANGE THM SHEET P.O.a0X 1629 UL. -
0-knor. osb� 040wry. vow N.VENICg,FL 34274 &%A.W U."vft A.MUMLL94.P.E.
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7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL
5/16"LAMI GLASS NOMINAL 5/16"LAW GLASS NOMINAL
1/8"ANNEALED 1/8"ANNEALED
GLASS GLASS
AIRSPACE .090"BUTACITE® AIRSPACE .090"BUTACITE®
PVBINTERLAYER PVBINTERLAYER
1/8"TEMPERED OR BY KURARAY AMERICA,INC. i/8"TEMPERED OR BY KURARAY AMERICA,INC.
ANNEALED GLASS ANNEALED GLASS
1/8"ANNEALED 1I8"ANNEALED
GLASS GLASS
31 OR 32 31 OR 32
1/2"NOM 1/2"NOM
3g GLASS BITE 39 GLASS BITE
0 0
40 40
OUTSIDE OUTSIDE
H C=
0 0
PRODUCT REVISED
as complying with Uro Flodtla
Building Code �5-06/2.12
Acceplance No
1?x l'ffiatior Dole Q
4 3
OPTIONAL OPTIONAL By ade uet ntrol
FLANGE FLANGE
7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL ���,,�oNv �Yrinr
WITH 5/16 LAMI GLASS AND 1/8 CAP WITH 5/16 LAMI GLASS AND 1/8 CAP C��,• '��GENSE
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME rID.58705
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) _ f
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JJ NO"1'RAEDrbRMbn0otrofils D NOCHANGES THIS SHEET GLAZING DETAILS
D.G. 12/1SNB CHANGE THIS SHEET N.VENI
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D.O. 08/07/08 F c sH500 NTS 4 d 11 5191-1 D FL P.E.#58705
—MAX.DAYLIGHT OPENING SASH—
OPTIMAL
" 31 32 12 FLANGE
E@ I
35 36 '; �v
1 1 C:3
40 41
3.450
r i i
4a 41
M)X.
OPTIONAL DAYLIGHT 31
OUTSIDE OPENING
40 41 FLANGE
FI ED 32
yp. -----MAX.DAYLIGHT OPENING FIXED 35
MAX.WINDOW WIDTH
36
HORIZONTAL SECTION
(INTEGRAL FIN)
MAX. 5
WINDOW
40 41 HEIGHT
6 11
M
DAYLIGHT
OPENING
S SH
PRODUCT REVISED
os complying wish are FIcddm
13 Building Code
HOT 40 41 AcceptancoNo15-4t*19.19-
Ex tion DateI—WELD 19
11 Ely
Ory`{ LYNN 4f
.........
HOT WELD CORNER ASSEMBLY VERTICAL SECTION .
(INTEGRAL FIN) (INTEGRAL FIN)
on D NO CUMM THIS SHEET 0
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fthway. mtw RFKObW* 1070TECHNCILOGYDRIVii SECTIONS, INTEGRAL FIN FRAME
V.a 12/faW a NO CHMGE TM 811EEr N.VENICE,FL 34275
R—L. RWWXMI -
Vinyl Single Hun g WindoW,Lar %'/ONAX
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N.vrmcd,FL 34274 t"_� "V4h'M1ikE\R\,P.E.
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D.G. 08101108 NTS 5 d 11 6191-1 D FL P.E.#58705
EL COA#2929L6
MAX.DAYLIGHT OPENING SASH
—
2 OPTIONAL
1131 32 12 FLANGE
2
35 36
0 2 0
Q Q 40 41
40 41 M X.
OPTIONAL DAYLIGHT 31
OUTSIDEFLANGE OPENING
40 41 MY ED 32
,PMAX.DAYLIGHT OPENING FIXED 35
MAX.WINDOW WIDTH 36
HORIZONTAL SECTION
(BOX FRAME)
MAX. 5 9
WINDOW 0
HEIGHT
6 11
M
40 41 DAYLIGHT
OPENING
S SH
`� PRODUCT REVISED
av compiying with th0 Florida
Duitding Code 15�e16{�L•12
13 AcoePiouce No
4 HOT 40 41 0 iratlw Date 19
WELD - BY
11 Mihmi adeProduct vol
tttlrrtl
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No.58705
(BOX FRAME) (BOX FRAME) 4 tTTE
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JD.,Q.
w� SECTIONS,BOX FRAMEONDf/18D NO CHANGE8 7H/S SHEET R. 7070 TECHNOLOGY DRNE P--C-;Tnrafaw Rn8 ` NO CHANGE THIS SHEET N.VENICE,FL 34275 �/ln 1 Sln le Hun Window,Le a Missile!m actt0I MI C IVO CHANGE THIS SHEET P.O.BOX 1529 s aswaarc �.. east a..�nRa R- A.LYNN�Iti LE�t,P.E.
OWL. Owdod Do N.VENICE,FL 34274 Visibly Better SH500 lalf 6 e 11 5191-1 D FL P.E.#58705
08/07/08 L
ITEM DWG NO, PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTIONr—.80-1215
1 9521 65163 INTEGRAL FIN FRAME HEAD&JAMB 7/8"LAN LG.GLASS:118"TEMPERED OUIBOARD-
2 9871 69871 BOX FRAME HEAD&JAMB 31 AIRSPACE-1/8"ANNFALED- OW'BUTACNTBh1PVB
3 9520 65164 INTEGRALFIN FRAME SILL WErd.AYQ2-1/8•'AFNEALE}6118"LAW)
4 9870 69870 BOX FRAMESLL 718"LAMI I.G.GLASS:V8•'ANNEALEDOUTBOARD-
5 7940 65102 FIXEDMEEWIRAL 32 AIRSPACE-1/8"ANNEALED-.090"BUTAaMPVB •035 ITEM 40,
INTERLAYER-118"ANVEALED S/1ts LAIW)
6 7126.1 65103 MEETING RAL RBNFORCF]IfIENr 33 I.G. BEAD
7 7942 65109 SASHS70P
a 6873 65117 BALANCECOVETS 34 MAT'L:White Ridged PVC
9 7092 65105 SASHINTHiLOCK by Quanex Building Products,Inc.
10 61644W VVSTP.,.187X.27OFNSEAL 314"LAN I.G.GLASS*118•'TEMPERED OUTBOARD- DWG NO.6492
11 7092.1 65114 SASHRBNFORCEMENT 35 AIRSPACE-V8"ANNEALED-A90•'BUTACITSIDPVB 62
12 1 7093 1 65106 SASHSDERAL INTERLAYER-1/8"ANNEALE)(5/16-LARM 272
13 7745 65113 SASH LIFT RAIL 314"LAN LG.GLASS:10 ANNEALEDOUTBOARD-
36 AIRSPACE-1/8"ANNEALED-.090"BUTACTTT�PVB
14 1869 771694 MLT BALANCEUPPORT SHE INTERLAYER-1/8"AWFALED 6I1g'LA
15 ,bB110 71694 TLTBALANCESHO[� 37
16 1686 7H+MFF PIVOT BARS 38 ITEM 41,
17 76208SLAW CAMSVVEEPLOCK 39 SILICONEDOW1199 SUBEAD
18 761=U W CAM SMEP LOCK KEEPER 40 6492 85112 GLAZING BEAD
19 79803WF WEEP HOLE COVER b1 6463 65148 ISOL GLAZING BEAD MAT'L:White Ridged PVC
20 76751M RHTLTLATCH by Quanex Building Products,Inc.
21 xmiHn. LHTILT LATCH DWG NO.8483
22 71669SP ALUM.SCRBNSUPFCW PLATE
23 71038W INSTALL HOLE PLUG NOTE:
24 71664K SETTING BLOCK ALL EXTRUDED VINYL MANUFACTURED
25 71684AK SETTING BLOCK-SELF ADHESIVE BY QUANEX BUILDING PRODUCTS,INC.
28 76X1 FPTWX 6 X 1"FH TECH(410 SS PAIMrm)
27 7612FPNNC 6 X,12"FN(410 SS PANT q
28 76X2TPA41QX 6X2"THVINYL SCREW SS
29 78X914FPAB410X #8 X 1 114"
3D 8XIFPAX 1#8 X 1"
,44 4,0
1.235• �.870�
.080--►j
Qj�k
PRODUCT REVISED
.050 g g as Complying with the Florida
1• .065 Building Codo
1. 47 AceeptancoNo 1 •4 1 .t
,OgS 1. ,8 Bx irotionDate jCt:
.080 By
.OS3 MNhcn1 t trot
� L2 .1,o---I I--- ITEM 11,
SASH REINFORCEMENT
ITEM 5, ITEM g MAT'L:Alum.(6063-T6) \
ITEM 6, DWG NO.7092.1 �. . .YN1V A>1����i��
FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK ��.• ����NSF' .��
MAT'L,White Ridged PVC MAT'L:Alum.(6063-T6) MAT'L:White Ridged PVC
Nn.58705
by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc.
DWG NO.7940 DWG NO.7092
xenaar. aa: RaMtwc t> S 1 OF 441
SC 8dlOfJf3 D NDCtL4Nt3£STfNSSHEET
Maw. aftli, n"WOfK 1070TECHNDLOCiYDRIVE PARTS LISTANDr�XTRUSIONS �� •..F�ORIOP. 0
D.G. fafts I8 8 AWED DMIENSIONS TDALUNL EXTRUSIONS N.VENICE,FL 34 Ba ���c�
ROM Or. 09ft.
JJ 10107711 CNOGNANGETHIS SH£ET P.D.8Qx1528 Vln l Single Hun Window, Large Missile Impact ,,,
V11(bly Beeer e.r.abawt ° 1" sfYi° ° 'tP"b Rw A.&NNIMILLek,P.E.
brna D08 a,r<xaa wn: N.VENICE,FL 34274 D FL P.E.#58705
uc. D8Jo7f08 eKsoD NTS 7 d 11 5191-1
OPTIONAL
3.250 FLANGE 3.250-
-3.250
Q .040
2.184 2. 84
040 060 2.(00 .040
V U--QFT=
.060"
.08
ITEM 2,
ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMB ITEM 4,
MAT'L:White Ridged PVC MAT'L:White Ridged PVC OPTIONAL
by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL
OPTIONAL DWG NO.9285 DING N0.9286
9288 MAT'L:White Ridged PVC
FLANGE by Quanex Building Products,Inc.
DING NO.9286
OPTIONAL 1.91
FLANGE
1.647
—3.250--
[.06 .0665— 1.160 --� U47
M 25 PRODUCTREVISED
ascomplyingiviththe Fforida
Building Code
.040 Acceptance NofM112.1*2
iralion Date 9
��Q EI
ITEM 12,
.06o
SASH SIDE RAIL SASH LIFT RAIL MI By*1d t P ma d Unc tC_w
MAT'L:White Ridged PVC MAT'L:White Ridged PVC
by Quanex Building Products,Inc. by Quanex Building Products,Inc.
DING N0.7093 DWG NO.7745AJ
( ILN
Y
ow\ *. ......
ITEM 1, INTEGRAL FIN HEADMAMB
N0.58705
MAT'L:White Ridged PVC by Quanex Building Products,Inc.
DING NO.9287
mer DOW RrAtbft' q17 5�
�7
A,)
,7 sc Offift a MOGWNGESTHISISHEET S ME
Rawar. Dow Rte' 1070 TECHNOLOGY DRIVE EXTRUSIONS
DA INIM; 8 NO~GETHISSMET N.VENICE,FL 34275
Vinyl Single Hung Window,Large Missile Impact
11267/11 c -mocHANqqrmssuEEr PA 84?X t529 r �/ONA%-
CMT &O"Ift
omvney. ow: auwe . ora N.VENICE. V1jb'yff, MN M
;7— w - A. lttg,P.E.
D.G. OW7108 FL C" SH500 17-Half 8 d 11 5191.1 111 FL REM 58705
P I
ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME:
TABLE 1 WINDOW WIDTH
View 1. ANCHOR TYPES: 1-#10 SCREWS
2-3/16"ULTRACONS
Fixed Sash 1/1 16 20 24 28 32 36 40 44 48 52118 (CONCRETE OR GROUT-FILLED CMU)
2.ANCHOR LOCATIONS ARE BASED ON THE
36 24 FOLLOWIING DIMENSIONS.
1 1 1 1 :4i 1 1 1 1 1 1 1 1 1 2 1 2 HEAD- 6"MAX.FROM TOP CORNERS
JAMBS-9"MAX.FROM TOP CORNERS*
W 25 45 30 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT)
I 6"MAX.FROM BOTTOM CORNERS
N 30 54 36 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 4"MIN.BELOW MTG.RAIL
SILL-ANCHORS NOT REQUIRED
D
O 35 621/2 42 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2 2 _2__F2_ 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR
W QUANTITIES USING THE DIMENSIONAL CRITERIA OF
40 48 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 3 2 3 NOTE 2.
H 45 172fl
4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
2 2 2 2 2 2 2 2 2 2:p: 2 3 2 3 OPTIONAL FLANGE.
E
1 50 2 2 2 22 2 2 2 3 2 3 2 3 2 3 5.FOR INTEGRALNAIL FIN FRAME ANCHORAGE,SEE SHEET 11.
GS5 1/1 WINDOW
H 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 52 Ile"T 60 2 3 2 3 2 3 2 3 2 3 3 3 3 4 M34 621!2 313 3 3 3 3 3 3 3 3 3 3 3 4
Example:52.125 x 75 For 1/1 Windows —
3 .4-.Anchors required in the head
3 4 — - -
Anchors required below the MTR — — —
Anchors required above the MfR
Example:52.125 x 62.500 For View Windows VIEW WINDOW PRODUCTREVISED
52 1/8" as complying with tho Florida
Building Cada
Acceptance No 15"0612.12 Q
3 Head** 3 I I I Bx 6ation Date
3 4 2 2 -' — I I I - - By
Sash* Mi(ani adeProduNCantrol
Fixed** .6H FIXED
NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 621/2" \\\ oNy
ABOVE THE 917R,AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. ""
MAXIMUM HEIGHT FOR VIEW WINDOW IS 62 1/2". — — — Y•. '
\ctNSF
' .Fp
4H SASH z'r No.58705 '
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE.
RrM Dr. MW Rwna
lwa"wp`ac s� SLATE ��
SC 0"1/15 D ADDED GROUT-FILLED CMU DRIVE0 TECHNOLOGY ANCHORAGE SPACING Pt0R\0a•.'
D.G. 121IM8 �B ADDEDANDMODIFIED VIEWWINDOWEXAMPLES 107 N.VENICE.FL 342 6Vinyl Single Hun Window,Large Miss/le Impact !�'s/CNAI_��� �
er. am: Reteh"c
JJ 18/07/11 C NO CHANGE THIS SHEET P.O.BOX1529 ay, an..e a.wvan R*r A.L`�ISN'MILL \,P.E.
QB)r as and d ay_ N.VENICE,FL 34274 Visibly Berner SH500 NTS 9 ell 5191-1 D FL P.E.#58705
D.G. W/07/08 0
f---11/2"MIN.EDGE
#10 SCREW
-\
1/4"MAX.SHIM— 13/8'MIq.EMBEDMENT
MIN.EMBEDMENT
2x WOOD BUCK
(SEE NOTE 3)
112"MIN.EDGE OPTIONAL
FLANGE
1/4"
MAX.
SHIM
L#10 SCREW
2x WOOD BUCK
(SEE NOTE 3)
OPTIONAL FLANGE
JAMB Wl BOX FRAME HEAD W/BOX FRAME
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
Ix WOOD BUCK
(SEE NOTE 3F- —EDGE DIST.
1-3/8"MIN.EMBEDMENT
1-3/8"MIN.EMBEDMENT 2.9 KSI MIN.CONCRETE---*i
OR 1.5 KSI MIN.GROUT
1/4"MAX.SHIM FILLED CMU
C==
-EDGE DIST.
OPTIONAL-e-'
FLANGE
j
SEE
NOTE#1 FOR EDGE DISTANCE REQUIREMENTS MAX.
4
• FOR CONCRETE OR CMU a SHIM
•.41 3fl6 ULTRACON
E
lx WOOD BUCK
3116"ULTRACON
OPTIONAL FLANGE (SEE NOTE 3)
PRODUC REVISED
JAMB W/BOX FRAME HEAD W/BOX FRAME as eoluplyLng%vitktba Florid®
BundhigCodc
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ac'uptancoNo is-cm)(012.12
Ix BUCK OPTIONAL 1x BUCK OPTIONAL ph -relionoale iQ
LSj NOTES: By
1. FOR CONCRETE(MIN.2.9 KSQ APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116-ULTRACON,EMBEDED 1318. MIN., Mifind ado uct
DISTANCE FROM ANCHOR
TO CONCRETE EDGE IS 1"MINIMUM AND TO GROUT-FILLED CMU IS 2.6"
2. FOR WOOD(G%=0.66)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8"MIN.-
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I lff. Ix WOOD BUCKS ARE OPTIONAL IF UNIT N
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
oof
4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER
t4o,53705
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL
BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED. cl�
Now-
Uel gaR#*bw
SC 08rt7l/16 D INCLUDEDMINIMUMSUBSTMTEREQLHREMENTS
RaW Or. NW_jW;Wj: 1070 TECHNOLOGY DRIVEANCHORAGE DETAILS-BOX FRAME
D.G. 1'111&178a NO CMNGETIWS SHEET N.VENICE,FL$4276 Tl** ...... v"I
Rauffir. Vale. R;;�-
11 10)07/11 C NO CK4NGE THIS SHEET P.O.BOX 162D Vinyl SIngle Hun Window,La Missile Impact ONAL
-aiwii—ef. COIL —OdOr N.VENIC9,FL34274 valbly Betw , 11 101"lh 51,91_1 IRft A.I shhYE'E\R P E
D.G. 08/07/08 sum NTS 10 - 0
FL COA#292H FL P.E.#58705
2x WOOD BUCK
(SEE NOTE 2) —1.430"MIN.EMBEDMENT
1/4"MAX.SHIM
.120*DIA.x I W ROOFING NAIL, 2x WOOD BUCK
5"MAX.FROM (SEE NOTE 2)
CORNER&4118"O.C..
1.430"MIN.EMBED 1/2-MIN EDGE 114*MAX.
SHIM
OPTIONAL p
OPTIONAL
FLANGE FLANGE
MAX, r-10 MIN EDGE
120'DIA.x 1 1a*ROOFING NAIL, SHIM
21/4'MAX.FROM .12W DIA.x 110 ROOFING NAIL,
CORNER&41/8'0.C.. 5"MAX.FROM/ 2x WOOD BUCK
OPTIONAL FLANGE MIN EDGE. CORNER&4118!O.C..,& (SEE NOTE 2)
.430"MIN.EMBEDMENT
JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
PRODUCT'REVISED
as complying with the Fludds
Building Code
Acceptance No
Bx ftmallon Date
NOTES: BY
Miemi ado Pmdftwt COW9
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 112" ROOFING NAIL INTO WOOD(G=0.55)
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE As Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". Ix WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112-THICK OR -M11111),
GRRISDICTIOEATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING x"" IYNAI
JUN.
........dflze�
3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8"THICK.THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. 140.58705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.-
-7111
fur-WRF Daw I -:
if
D-WW-
may
so 0 CHANGED TO.120"X 1-W ROOFING MAIL
ST I
Romer. Dow. RovAdim, 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS integral Fin Frame KN
0 NO CHANGE THIS SHEET I ...........
D.G. 1211&W "X . ;,,:' '-
Romfir OseW RVVW�' N.VENICE,FL 34Tj
Vinyl q�Mle Hung Wlndbi�, Large Mis
11 1"7/11 C A - SVO
NO CHANGE THIS SHEET P.O.BOX 1529 jCM site Impact NA1_ 'r-,,'
D.G. 06107/08 9tter ww,
Drompr ad., 5iVd�EV N.VENICE,FL 34274 NTS 11 A.LY 111ILLA,P,E.
5191-1 FL PXX 58705
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........._................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1
ELEVATIONS...................................1
FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNRS.MULLIONS MULL TO ZX WOOD..........,_...........2
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES D I eE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO TI&MASONRY..............2
MULLIONS / —� SEE DETAILS INSCRIBED INSIDE INSTALLATION NOTES......-..._......2
RECTANGULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY.......................3
A-D,G,H; SHAPE MULL TO STEEL STUD.................3
SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...................._..._....3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED AN ERNATAECS_..PS.._.._..._.......3
� ALTERNATATE CLiPS...................4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.._..........4
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS-............5
\\ INSTRUCTIONS. 1 X 2 X.375 MULL SPECSSPEC.,......
1 X 2.75 X.375 MULL SPECS...._..
\ 1 X 2.76 X.65 MULL SPECS_..........8
SEE DETAILS 111 / III \III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.1X MU MULL sPECS........9
A THRU G: I) / III /- I 1 SEE DETAILS
ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24,FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS.,.....S....11
SHEETS 2.3 _ I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS....11
SHEETS 2-3 1 X 4 X.375 T MULL SPECS........11
I i i I I I OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X 265 MULL SPECS...12
1.25 X 325 X.100 MULL SPECS-.:.13
VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 325 X.624 MULL SPECS 14
MULL FOR 1.25 X 3.94 X.624 MULL SPECS,....15
LENGTH HORIZONTAL2 X 4 X.25 MULL SPECS...............16
SEE DETAIL E. MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST p X 8 X.25 MULL SPECS.�__........17
SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2.11 X.125 MULL SPECS.._18
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30"X 3.25 BAY MULL SPECS.........19
REACTIONS. 45"X 3.25 BAY MULL SPECS.,.......20
MULLION&CLIP DIMENSIONS 21-23
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES 1&2...........................24
LOADING EXAMPLES..............._._..25
PRODUCTS MAY
9E OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED
BY PST. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
/S A•D,G,H;LS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
HORIZONTAL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
{�—OPENING WIDTH--I
--HORIZ MULL LENGTH---1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-'I LENGTH f— I 1 � 3)REFER TO SHEET 25 70 DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL°.
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING IaR�pI�g�
HE
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Budding Coda
OPENING MULL HORp, ftr. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN gcoeplmwHEIGHT LENGTH MULL LL STEP 1). B�&{ ILENGTH
L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
am
OPENING WIDTH
SINGLE MULLION SINGLE MULLION AORVERTICAL8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
MULL
OPENING WIDTH ANCHORISUBSTRATFJANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FOR VERTICAL MULLL CAPACITY IS MET. Qa:
SEE CORRESPONDING DETAILS MULTIPLE MULLIONSf'
FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBS1F1')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE -
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
*2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION % .C�'•,
*ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY.
*ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN.USING THIS NOA TO APPLY FOR A PERMIT.
A.L
*AISI-S100-071S2-2010
FI
DETAIL A: DETAIL B: MULLION
MULLION
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX 13uc1<srwTYP.ANCHORP PERsuasrRATE,
OR WOOD FRAMING WOOD BUCK AND MASONRY AND
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYQm� SEE SEE TABLES lit-1613
SEE NOTE 1,
i ULUON I SHEET 1.
I
4.0
EE SHEETS 'o b I i MIN 2.7 KSI •''t 'i
EITHERTHE ,a I I I FOR HOLE 4 EDGE
STANDARD OR I I CONCRETE ORCMUi • f DISTANCE,
,a 1 OCATIONS L I .I 1----i-SEE SEE TABLES
OFFSET MULL a'' EOGE i EDGE DISTANCE 18.168
CLIPMAYBE 1 DISTANCE ''° a ° FOR ANCHOR$RY
INSTALLED BY FORWOO41121!-23
I
THIS METHOD ° scREws 266,MAX FOR °4 . a I I SIDE VIEW
a ° ALL MULLIONS c; 4.
•R
° ' e EITHER THE
n. '°.a a OFFSET MULL
(,..f ° a GUP MAY BE
4 ° ° q EXTERIOR ¢ a a ° '. IN$TALLEDBY
4' THIS METHOD
EDGE
DISTANCE 4
FOR
,y MASONRY a
o THE OFFSET CLIP IS ANCHORS
RECOMMENDED FOR
°4 . .a FIN-FRAMED a;
EXTERIOR a WINDOWB,BUT MAY °
ALSO BE USED FOR a
OTHER FRAME TYPES.
TYP.ANCHOR TYP.ANCHOR
_ TYP.ANCHOR PERSUBSTRATE, PERSUBSTRATE,
PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 18468
SEE TABLES 16.16@ �EDGEIEND
01STANCE @UCKSTRIP
SEE TABLES AND
MBEBUGKSTRIp �,..
ATTACHMENT
!@-168 '�: •. ,..� '...- _ BY OTHERS,
EDMENT • ''r'�
AND EMBEDMENT' v SEE NOTE 1,
:... . ATTACHMENT SHEET 1.
i a` BY OTHERS,
.,r SEE NOTE 1. .... .".. , ,,, .. ••s
:,i'•: SHEET 1. ,.. ',' '•..
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW PRODUCT Ri
SIDE VIEW as camplyintt
FRONT VIEW Building Cade
Acceptance N
V-1 iratian D2
INSTALLATION NOTES: By
Munni dal
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION -'N
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3.
r .
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 10 %
ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS, f��<'s
tj
A.L'
F
DETAIL-E:
DETAIL C: --I 12w MIN, MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE MULuoN ' (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS"
(STANDARD CLIP SHOWN) INTERSECTIONS.
VARIES
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
1
TYP.ANCHOR
EITHER THE I PER SUBSTRATE,
STANDARD O I ! SEE TABLES 18-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23
OFFSET MULL I FOR CORRESPONDING MULLION.
CLIP INSTALLED E Ij I EDGE DISTANCE TOP VIEW MULLION
THISMETHCD 4 1 a FORMASONRY
ANCHORS VARIES''--(
#12 STEEL SCREW%
{
4' a ` MULLION IAND USE SMS
fROLL
EXTERIOR 4. a ` MULLION
4EDGE DISTANCE
o a 714E OFFSET CLIP IS
FOR MASONRY a RECOMMENDED FOR
ANCHORS 4 FiN•FRAMED ZINTERSECTION
'o WINDOWS,BUi MAY .,/�
ALSO BE USED FOR U-CLIP Jam"
.d .f a OTHER FRAME TYPES. EXTERIOR
TYP.ANCHOR •.4
PER SUBSTRATE, 4 4 a
SEE TABLES 18.13E
TYP.ANCHOR SEE SHEETS 21-23 FOR
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS
AND SEE TABLES 18-13B FRONT VIEW EDGE
ATTACHMENT
DISTANCE
• .a. ,, BY OTHERS, .• SEE TABLES
EMBEDMENT' '.<• SEE NOTE 1. 1B43B
SHEET I. •• .
EDGE
. "DISTANCE
MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW
MIN KSI CONCRETE OR CMU 18-136
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
A PER SUBSTRATE,
SEE TABLES 18.136
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a / E SHEETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE
is
`CT RI
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `. HOLE complin ,
6
�� � Building Cads
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. \ `�` LOCATIONS Accepimice N
Am, Da
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ` MUI uoN g"p `
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3.
ELCO ULTRAFOR ONRY CON OR APPLICATIONS
1/4NS.S.AGGRIEGATOR MASONRY ANCHORS-DADE COUNTY.USE ONLY . RADE COUNTY APPROVED DISTANCE
STEELFOR
FRONT VIEW 16 GAAMCOMPLIANTWITH EFLES
L BUILDING 16.138 `\��q\ •'
CODE.A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - N
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED. (7�•,
2)SEE CORRESPONDING MULLION TABLES, �i� k.
SHEETS 5.20,FOR QUANTITY OF SCREWS. key
F
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEE DETAILS XE,
SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45'
TO SPECIFIC SUBSTRATES. BAY MULL
,�-MULLION
0 0 0 0 0 0
0 0
0 0 L _711 TOP VIEW
SIDE VIEW TOP VIEW
SHOWNWITHi'X4*X.12V I
MULLION I
I TYP.ANCHOR
I
EXTERIOR 11 PER SUBSTRATE,
I SEE TABLES 158 OR 160
TYP.ANCHOR
STANDARD MULLION CLIP PER SUBSTRATE. EXTERIOR
MODIFIED TO FIT FIELD ct SEE TABLES 15-146
CONDITIONS.
2"X WANGLE CLIP,
2 PER MULLION END MUST BE
MULLION
INSTALLED INS 11)E O�SAY MULL.
CD
!ItI I2'X 5'X.125'
I I I I ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
TYP.ANCHOR Cb
PER SUBSTRATE,
SEE TABLES IB-148
INTO WOOD,
STEEL.ALUM
INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD,
EXTERIOR
PRODUCT RI
PERas complying I
Building Code
INTO WOOD,STEEL, Acceptance Ni
ALUM,CMU OR MASONRY EDGEExpiration Dai
DISTANCE
PER Miami !
ANCHOR
EDGE
DISTANCE %\
PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: "\
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
Ct-
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"XZWX.125"MULLION. 2)DETAIL G'SEE TABLES IB-1.49 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2)SEE TABLES ISAW FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, LOCATIONS.
A
F
TABLE 1A
Mullion Capacity Table ibalttz
Opening Width(torverficaily-sparvi mu(lions)or Opening Haig ht(torharfzontalyspamirg mons)
50 In 60 In 70In so in 901n too I, t201n 1401n 160 In
Rectangular TheplTHeng. Rectangular Trepfrdang. Reclanguiar 7ralindeng. Rectangular ThepJlHeng. Redangufer TrepRdeng. Rectangular Tmpmleng. 1wengular Trop/Tdeng. Rectangular Trepllilang. Rectangular TawMang. t
1X2%.126 Loading Loading Loading Loaft Loading Loading Loading Loading Loading i.oaft Loading Loading Loading Loading Lowing Loadb(g Loading Loading L
Alum.Tube i? & P >+ It se ., P &
.Mullion
421n 111.9 488 129.6 332 93.2 408 118.6 325 78.9 460 147.8 321 69.9 408 104.4 319 IIZf 408 104.0 319 65.9 406 104.0 319 40.6 400 104.0 31B 39.9 408 104.0 319 35.0 408 104.0 319
461n 74.9 3t2 S3.8 258 624 312 73.4 252 53.8 312 87.0 246 48.6 312 83.2 248 41.8 312 61.3 244 37.5 312 61.0 244 312 312 01.0 244 26.8 312 61.0 244 23A 312 61.0 244
60.60 In 63.9 281 70.6 234 63.2 2811 81.6 228 45.8 281 65.7 224 39.9 281 52.1 222 35.6 261 50.1 220 31.9 201 49.3 219 26.8 281 49.3 210 22.6 281 49.3 219 24.0 2115 49.3 219
541n 52.8 247 6T.5 2D7 43.9 247 49.11 202 37.8 247 M.8 W9 32.8 24T 41.6 1B8 29.2 247 39.4 tBi 26.3 247 38,i 183 2i,9 247 3$.1 193 188 247 381 193 564 247 381 193
e 60 in 38A 200 41.2 170 32.0 200 35A 166 27.4 20D 31.5 103 24.0 200 28.9 160 2t.3 200 27.1 150 19.2 200 26.9 157 t6.0 200 25.0 156
J
0
63 In 33.1 let 35.3 155 27.6 tet 30.3 152 23.7 let 28.9 149 20.7 lal 24.5 146 18.4 181 22A 144 16.8 181 21.7 143
Sx 68tH 2811 186 30.8 f42 24A t85 28.1 139 206 165 23.1 130 18.0 105 21.0 134
721n 22.2WIM23.3 120 10.6 139 19.9 118 15.9 139 17.6f876 in 18.010.7 109 15.7 125 16.0 10778 to 17.5111.2 104
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca acttv Table be ANCHOR CAP_
Subsbele: 2.7k concrete 3.6k Conc, HQOWCMU FAledCMU PT Wood Metal (DP-)X =ANCHOR CAP.,,,,
5116'Eke 114'SS Elco 5116•Elco 1p'8s Elco IIID Steel 012 steel Plated MULLION CAP.,,o,,,,A
Anchor Clip Patterns Anctwr Type: 31118'Elco Uitmcon 174"Et4o Ullman 31118'Eke I9bacon 1114`E.bo tgtmcon
Uitracan A9gleGetar tiitntcon A99raGator 80!0;;T.
on:w(1145)serawr(G5y screw(o5i USE THiS FORMULA TO OBTAIN THE"AN O
Edge Distance(W 1` 2-tt2• t' Z-Mr 3.118' P 2-In f' 2-11? 2' 3.110" r 0.48' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment "Al" 1.3/1" talo' 1.314• r 1.114" 1.114" 1414' i4w 1414• 1414' 2• 1-318• I-w lsrisa ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchors dg4J5'min.O.c.Iam5ardor0$sefalp(Fig.iT. 390 roe 390Ws 450 too 090tbs -10"Un 270 Me 260 WS 3M Rn 7401b$ 37410s 6841bs 948@3 3410n 442lbs 86016$ OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®1.15•Min.0.0.1 Standard(or Met)Co(Fig.2k 480 W 700Ibs WA WA WA WA 380 lbs WA WA WA WA WA 602®s 865Ibs ti2D(bs CAPACITY(FROM THE TABLE}OF THE SELECTED
4 Anchors Q13'Mtn.O.O.I(2)2c5 Arpte gips t PB.3x 76016. 780 lbs BOOM 1564 tba 1896 tb3 540 to$ - 6501b$ WA 760143 M We am The 1892 ib$ $021. 6851be 112o lbs MULLION.1T WILL MELD A MINIMUM ANCHOR
2 AncTtora 4?!OAS"Mia 0.O/UCOp,lnta.125'Alum.(PID.4} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 Me CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor)RC9p(Flg.5r 195®$ 195 Ib$ 22516$ 4451be 822143 1354» 1401bs 177lbs 370 ib. 187ibs 332{bs 473@11 S709n 22f iha 260lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2Anohon 1.15"Min.O.CJF�ip(Fi9. 2449,. 350!611 WA WA WA WA 1BOIbs WA WA WA WA WA 341 lbs 1 442 IDS I ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
. � 7* ,0
PRC)DUCTRI
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, as complying'
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,004" Building Cod(
Acceptance N
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS iS ALLOWABLE. Bx)rat( Da
FIGURE 3: B
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Nliemi a 1
• 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
_
ANGLE CLIP MUST BE USED 1N PAiRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125`
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ( '
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK t .
LEAST STEEL5 THICK AND A36.ALL ANC ORS INTO METAL SHALL THICK STRUCTURAL 1"X 2`X.125 MULLION
XTEND AT ST 3SCREW THREADS BEYOND _ ,
I 1�►I I THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
A.1�
F
TABLE 2A
Mullion CapackyTable glitz
Opening Wtdrh(for vsrdcaty-spannklg nitCons)or Opening Height(for notizontally-spanning mullions) i
601n 601n 701n 80 In 901n 1001n 120 In 140 in 160 in r
Rectangular Tloproladg. Rectangular Trap/Tdang. Reotengotor Tropridadg, ReclengWar 't'tapirdatg. Rectangular TraWTdang. RactongWar 7rap?dang. ReetangvlaL TraprLLlanp. Rec10�uter Trap'Cderg. Reetaagatar Trap/tHang.
1 X 2 X.3T5 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading L
II)/Lr.
Alam.Tube _ � � � �� �� � � � fill, L111 I 1Mullion � � � � � � � � 8 , g g�,
aCg I �I 1111 ga 3 d
42 in 170.0 S20 17" 435 151.3 662 1700 478 129.7 662 170.0 NO 113.5 662 169.5 518 100.9 SM 168.91 511 90.8 662 168.9 617 75.7 602 1 168.9 617 89.0 662 168.8 517 68.7 662 188.9 617 S
46 In 121.6 607 138.0 419 101.4 507 1%21 410 80.9 607 1108.7 403 76.0 607 102.61 399 1 67.6 507 99.6 397 60.@ 507 Gag 398 50.7 601 1 09.0 396 43.4 507 99.0 398 380 507 99.0 396
50.026 In 103.7 450 114.8 379 88.4 456 99.9 371 74.1 458 1 90.5 364 64.8 456 84.8 360 67.6 456 81.3 357 61.8 456 SOA 358 43.2 456 60.0 358 37.0 456 6&0 35@ 324 456 80.0 358
54 to 85.4 400 83.3 338 74.2 400 80.9 3.18 61.0 400 727 322 59.4 400 67.3 318 47.5 400 54.0 315 427 400 62.3 314 35.8 400 61.8 313 30.6 400 01.8 313 26.7 400 61.8 313
I
60 In 62.3 324 60.8 21a 51.9 324 67.5 270 44.5. 324 51.2 254 30.9 324 40.9 260 34.8 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.6 253
83 h 53.8 294 67.4 252 44.8 284 40.2 246 3&4 289 43.8 241 33.@ 294 39.8 237 28.9 289 37.1 234 2&9 294 35.2 232 224 294. 33.6 230 19.2 294 33.4 230 10.8 299 33.4 230
S66 N 46.8 268 49.6 230 39.0 268 424 225 33.4 266 37.5 221 2&2 258 34.1 218 26.0 268 31.5 215 23.4 268 29.8 212 19.5 260 2&0 210 1&7 268 27.7 209 14.6 268 27.7 209
72 In 36.0 225 37.2 196 30.0 225 32.2 191 25.7 225 28.4 188 225 225 2&6 185 20.0 225 23.6 182 1&0 226 72.1 160 15.0 225 20.3 177 12.9 226 19.6 176 11.3 225 19.6 178
76 in 3&@ 2O2 W-0 177 25.5 202 21.2 173 21.9 202 23.9 170 10.2 202 21.5 187 17.0 202 19.7 165 1&3 202 16.4 163 128 202 18.7 180 10.9 202 15.9 158 9.6 202 15.9 158
781n 28.3 192 29.6 18a 23,0 192 25.1 165 2e2 192 220 162 17.7 192 19.7 158 15.7 102 16.1 157 14.2 192 10.8 155 11.8 102 15.2 152 10.1 192 14.4 150 8.0 192 14.2 150
1101n 1&$ 144 19.8 128 15.4 144 1&1 120
96in16.2 127 1&8 113
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cap Ity TablePb!) ANCHORCAP._,,
8abstmte: 2.7k Conofete 3.5k Coro. Mallow CMU Filed CMU PT Wood Metal (DP,",)X /=ANCHOR CAP.-
5118'Elw 114'98 Elco 5118'Eko 1/4'89 Elco 010 Steel tn2 Steel 81291ee1 MULLION CAP.,",,,,,,,,
Anchor Clip Pattema Anchor Type. 3118'Etw Unnroon 174'ElcoUltrecon 3116•Eiw Utmcon 1(4'Eleo Unmcen
Und,conEno AP SS Ealc Uhacon AggSS Ell Screw(05)9amwteel 9onr8 e USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Distance Mk 1" 2-112' v 2-11r 34w 1• 2-112- 1" 2-trr 2' 3.118• r SAW 0,54• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment Ml: 1.374• 1.314• 1.374" I-we r 1.914" 1-it4' 1.114' 1-1/4' 4-114• 1-104' 2' 14fw 4318" %60103 ACTUAL PRESSURE REQUIREMENT FOR THE
2Ana@4.75"Mh_O.C.I81a0Wa0darOfsatCl�(Fp.1) 3961M 39DRe 45063 NOW 16441108 27066 280166 354tbe 140166 -374 lbs 6N Ws 840 lbs 34163 442 lbs 5606.1 OPENING,WHEN IT IS LOWER THAN THE MULLION +
4 Anchom @ 1.15•Min.O.C.I Slendand(or OlLsel)dip(Fig.2): 450 6a 700 Las NIA WA N/A WA 3001b3 WA NIA WA WA WA 802 6s 065 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnOws@WMin.O.C.1(2)2x5An*Ctlp3t(Fig_3r 780 lbs 769@s 880tbs 1560 Bis 189863 64963 500 RX; WA 7606a 746 ins 68D lbs 1892 too 602 be 695 Lbs 1/206s MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Adahas @ 0.45'M n.O.C./Ugly,bio.125'Alum.(Fig.4L WA WA WA WA NIA WA WA WA N!A WA WA WA WA N7A 7151106 CAPACITY WHICH MAY BE USED TO QUALIFY
1AMIwIF-M(Fig.5): 195 b 1951106 225Ih3 4456s 822 We 13563 140@3 /T71bs 370 to 101 lbs 3321ba 473166 17OW 221 lbs 26066 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anehao21.1YMin.O.CIF-Mifig.Bj: 2406s 3501106 WA WA NIA WA 1606s WA N/A WA WA WA 3416s 442lbs 660@a ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: as co PRODUCTRE
...� as complying v
lding cwa
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptance Lance Nd
* SEE SHEETS S 2-4 FOR GENERAL INSTALLATION METHODS. '^j 1.000" r- Expiration Dal
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By~'
FIGURE 3• Miami i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2 000
Flo
+ . ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 375"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T = �`
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2X.375"MULLION
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
rr i THE MATERIAL.#10 It#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '
A.L'
FI
TABLE 3A
Mullion Capacity Table Ibeffe
Opening Width(for vertically-spanning mulllons)or Opening Height(for hollzontalvspann)rg mullions)
SON SOI" 70 In 601n 901n to0tn 120 in 140 in 140 In
7 X 2.76 X ReeterrgrdU TroplTdong. Rectangdor Treprlitan9. Ractengutar TtepiMarp. Reetengdier TmplTdano. Rectengutar IMMang, Raatonguter Tmprrdang Ractengolar 'etepfilang. Reotangolar Tr Illsog. Rectangular 7twumng.
LoadNg Loadi09 Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Laadap Loading Lowing Loading Loading Loading
,375 Alum.
Tube ., f8 IrI �
Mullion
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 508 170.0 092 170.0 519 170.0 1110 170,0 621 170.0 1240 170.0 521 A9.7 1301 170.0 521 127.5 1301 170.0 621 111.6 1301 170,0 521
45 in 170.0 708 170.0 524 170.0 650 170.0 584 170.0 092 470,0 630 170.0 1133 170,0 661 151.0 1139 170.0 677 138.6 1139 1170.0 Seg 113,9 t139 170.0 680 97,6 1139 170.0 680 1111A 1139 170.0 680
50.025 In 170.0 747 170.0 563 170.0 696 170.0 631 167.8 1032 170,0 654 145.8 1032 170,0 723 130.0 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756
541. 170.0 707 1170.0 612 161.3 007 170.0 601 130.2 907 164.7 730 120.9 907 162,5 720 107.5 907 146.0 714 98.a 907 141.1 710 a" 007 140.0 709 80.1 607 1140.0 709 60.5 007 140,0 709
801. 141A 735 1151.5 625 117.6 735 1130.3 Bit 100.8 735 116.0 699 00.2 735 108.2 690 7a.4 735 00.6 683 70.5 735 05.1 678 59.8 735 91.6 574 50A 135 91.6 514 44.1 735 91,0 574
63 In 121.9 686 130,0 570 101,8 696 111.5 667 87.0 668 96.0 547 762 666 90.1 538 07.7 896 83.0 531 60.9 SW 70.6 526 50,8 865 76.8 62t 43.5 We 75.6 521 36.11 666 75.6 621
66 N 108.0 607 1124 622 811.3 607 99.1 511 75.7 WT 85,0 501 68.2 607 77.1 493 56.8 607 71.5 466 53.0 607 87.6 481 44,2 807 83.4 470 37.9 007 82.7 474 33.1 601 82.7 474
72 N 81.8 510 85.8 443 89.0 516 73.0 434 68.3 510 64.3 426 51.0 510 67.9 419 45A 510 87.3 413 40.8 510 $0.0 408 34.0 810 45.8 402 29.2 $10 44.4 399 25,5 510 44.3 399
781. 890 456 72.6 400 57.8 458 81.7 392 49.8 459 54.1 dills 43.4 458 19.8 '378 38.6 459 44.6 373 34.7 150 41.8 368 28,9 458 37.7 362 24.0 41118 36.0 369 21.7 458 35.7 358
78 in 642 435 07X 351 53.5 435 68.9 373 45.9 435 49.5 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.6 435 34A 344 22.9 435 32A 341 20.1 435 32.2 340
001. 41.0 327 43.1 290 34,8 327 36,1 285 20,0 327 31.8 280 26.1 327 20.3 275 23.2 327 25.7 271 20.9 327 23.7 269 17.4 327 21.0 282 14.9 327 19.3 268
06 N 34A 257 35.4 257 28.7 207 20.9 252 24.6 287 28,0 248 21.5 287 23.1 244 19.1 267 202 240 17.2 207 19.3 237 14.4 287 78.9 232
too In 24.2 227 24.1 205 20,2 227 20.8 201 117.3 227 16.0 198 116.1 227 16.0 195
titin 22.3 215 22.7 194 18.6 215 19.1 191 160 215 16.6 tell
1201. 17.6 1 104 17.9 1S7
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table Ibis /ANCHOR CAP. r,,�
Subslrale: 23k Concrete 3.Bk Cono. HogowcMu Filed CMU I'T Wood Metal (DP,,,,)X` -ANCHOR CAP.,,,,
5118"Elco 1 SS Eko 51t6"Eloo 114.39 Elco 910 steal #12 Steel 8112 sled MULLION CAP.,,,,,,,,,,
AnchorCiip PaXem6 AnchorTypa: 3/tr Elea Ultracon 114'Elco Ultracan 3116•Elco Mom 114"Elco Ugracon
UlUacon Aggn:Gelor ulUeaon AOgreGetor straw(GS)screw(G5) 9oroN(as) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge Distance(in): 1• 2-fir 1" 2-1rr 3•11W 1• 2-lir r I 2arr 2" 3.1118" r 0.46' 0.54" 9.324" CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment(kit 1.314' 1.332" 1-3x4" I-W T 1410 1.114" 1.114• 1-114" 1.1/4" 1414" 2' 1316' 1.319• varies ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.75'Min.O.C.I Standard orOreet alp(Fig.1l:790[bs 3901-* 450 We 8901bs 1044 lbs 270 lbs 280 lbs 75-4%s 7400* 374 The 6041ba 0481W 341 IM 442 the 580Ou OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anatrods 1.16•Mtn.o C.t sUndaM(oroesat)Cop CFtO.2} 450lbs 700 HIS MMA WA NIA WA 3801b3 NIA WA WA WA WA 882 lba 695 lbs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors 6 3"Min.O.C.r(2)265 Angle Copsin.3): 700IG7 T80 ka 660 be 1560 lbs 1896 lbs 540 ft 560 lbs WA 760 on 748[be 680IW in ins 692 be 995 the 112o lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Anchm G 0.4V MIa.O.C.IUOIO,bito.12VAkm,tF 9.4j: NIA WA WA WA WA WA WA WA WA WA WA WA WA I NIA 715 the CAPACITY WHICH MAY BE USED TO QUALIFY
1 Analwrl F•Cgp IFq.6): 1951-* 195 be 225 Oda 4451-6 822 Me 135 Drs 140 lbs 17716s 3701-3 107 The 332 lbs 473 lice 170 Me 221lbs
28069 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchore 491.15"Min.O.C!F-dt (Fig.611: 240 g)s I 3501-* I WA WA WA WA 190 lbs WA WA WA WA WA 341 gds 442lbs 580th* ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. t"'� ,CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUL'T RI
`���•.•11 as complying
Building Code
AccepFIGURE 1: FIGURE 2 Expiration
14
TABLE NOTES, � 1 000, �•--- Bxp)ration Da
• * • . ` 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By ( )
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLOPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,760" t�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1?'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` �y
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
90.WOOD SHALL BE PRESSURE-TREATED -3775"
O
FIGURE 4: FIGURE 5: FIGURE 6 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" T iG '•
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I"X 2.75"X.375"MULLION '0,LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
i * THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. HiQ f L;(
F
TABLE 4A
Mullion CaptioltyTable Ib61R'
OpeningWidth(for tient Ilyspannirp mulilons)oropaning Height(tor harizontWalpanling mdHorls)
50111 Goin 701n 601 901n too In 1201 1401 1601
1 X 2.76 X Recten9uI Trepiildeng. Reclangslar Treprldang. Reclangular 7tepRdarg. Rectangular Thupildeng, Rectangular Tteplydang. Rectangular TWpMsng. Rectangular TtepMang. Root or Trap/Tdang. Reatengulw TtepWdeng. t
Loft Loading Lasting Lasting Lasting Lasting Lasting Leading ua&v Lasting Lasting Loading 1.084111 lasting Loa&a Loading Lasting Loading
.650 Alum.
Tube.
Mullion
421 170.0 820 170.0 435 170.0 744 170.0 478 170.0 858 170.0 506 110.0 9112 170.0 519 170.0 1118 1170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 $21 158.7 1020 170.0 521 136.9 1820 170.0 521
461 110.0 708 170.0 524 170.0 850 1M.0 5114 170.0 082 1704 830 170.0 1133 170.0 881 170.0 1275 170.0 077 170.0 1417 170.0 060 141.7 1417 170.0 680 121,5 1417 170.0 660 106.3 141T 170.0 680
50.825 in 170.0 747 170.0 563 170,0 690 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 162.6 12M 170,0 747 146.3 1286 170.0 756 121.11 1286 170.0 756 104.5 1288 170.0 756 p1A 1288 170.0 750
541 170.0 7117 110.0 812 170A V6 170.0 091 170,0 1116 170.0 754 150.7 1130 570.0 803 133.9 11130 170.0 837 120.8 1130 170.0 658 100.6 1130 170.0 661 68.1 1130 170.0 801 75.3 1130 170,0 6111
601 170.0 6115 170.0 701 140,5 915 162.3 Tat 125.6 915 144.5 746 109.9 015 132,3 735 97.0 916 123.0 720 87.9 015 ile.5 720 73.2 916 114.4 715 62.6 015 114A 715 54.0 015 114.4 715
63 to 151,6 830 101.9 TSO 126.5 630 138.9 Sgt loss 630 123,2 681 94.9 830 512.2 670 $4.4 830 104.6 602 75.9 $30 SBA 658 63.3 830 94.5 1140 543 630 04.1 640 47A 830 94.1 640
2 60 in 132.1 767 140.0 1150 110.0 757 119.8 036 94.3 757 105.0 024 82.6 757 96.1 814 73A 757 69.1 6011 86.0 757 643 600 55.0 757 79.0 597 47.2 757 78.2 591 41.3 757 762 591
0
J 721 101.7 838 108.8 552 64.8 a38 01.0 540 727 636 80.1 530 03.8 838 123 521 68.5N2611
66.5 514 60.0 836 62.3 500 424 6311 673 500 38,3 838 65.3 497 319 830 55.2 497
Ta 1 60.5 571 90.4 4118 72.1 571 76.6 468 8. 511 07.4 478 54.11 571 aDA 171 48,055.5 484 43.2 671 64,8 469 38.0 67S 47.0 451 30.0 674 44.6 447 27.0 671 44,5 446
761 110.0 542 83.4 474 603 542 70.8 465 57.1 542 02.1 456 50.0 542 55.1 440 44.451.0 442 40.0 542 47.5 437 33.3 542 429 429 28A $42 40.8 425 25.0 542 40.1 423
801 52,1 407 53.7 301 43,4 407 45.4 35S 37.2 407 30.6 349 32.6 407 35.3 343 28.932.1 338 28.0 407 20.0 334 21.7 407 28.1 327 15.6 407 24.1 322 16.3 407 23.0 310
Oak .429 358 44.1 320 35.8 350 37.2 314 30.7 356 32.4 300 28.6 358 28.6 304 23.820.1 3011 21.5 359 24.0 209 17.0 358 21.0 289 15.3 358 19.2 264
108111 30,1 283 30.6 255 25A 287 211.0 251 21.5 283 22.5 247 111.8 283 19.0 244 16.716.0 240 15.1 283 18.5 237
1111 27.8 207 25.3 242 23.1 287 23.8 238 19.6 207 20,6 235 17.3 267 18.3 231 15.418.5 228
1201 22.0 229 22.3 200 VIA 229 18.6 2o6 15.7 220 1 183 202
TABLE 413 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Tableabs) A .,,„,,,,•
Subatrete: 2.7k tbncrote &5k caw. Ft09ow CMU Fined rxAu PT Wodxt mew (DP-)XNCHOR CAP
.--N}=ANCHOR CAP."„
5116'Eko 1M'88 Elco 511V Elea 1/4'88 Elea 610 Steel M12 Steal 412 Sled MULLION CAP.,,,,,,,,,"
Anchor Clip Patterns Amhorlypt: 9/tfi Ekotntrewn tt4•Ekauluacm 3ri6•EkoulGaean uPEkatnaaaan
t68aeen ApgreGaror tlarecan AgpreGator Screw(05)scmir{GS} Serex(GS) USE THIS FORMULA TOOBTAIN THE ANCHOR
Edge tAstance thx r 2.1/2' r 2.12" 3-1/81 r I 2-0Ir r 2.112" 2" 3-18• 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment k taro• ta/4• 1-Wr 1,V4* r 1-14' S-1/4• 1.114" 1414" 1.114' 1.114' r 1.3/8• 14W 'Ades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anciwre4p4.76'M1.O.RtstadMerdorORsetCOp(FI11.1) 300tbs 390@3 50565 890118 1844015 2701bs 260 lbs 354 Ms 74018 374lbs 604 lbs 940 lbs 341)be 4421W tia ins OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Adwhom C 1.15"Min.O.C.I Slendwd(or 055et)rAp(Fra.2) 460lbs 7o01es WA WA WA WA 360 lbs WA WAWA WA WA 682 ba 865 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors ip 3'Min.o.C.It2)2x5 Angle Cops l(Flo.3): 76018 780 rbs am lbs 1560115 1696113 $40 ft W01ba WA 760ft 148 lbs
8801w 1892tbs 692101 1120!15 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Awhw5 00.4V M1.O.C.1 UCap,Into.125'Alum.(Fla.4r WA WA WA WA WA WA WA WA WA WA WA WA WA 716168 CAPACITY WHICH MAY BE USED TO QUALIFY
IAnOWIFCYp(Flo.5y 19511.0 195148 225113 445 lbs 822163 13598 140 Its 177 roe 370115 18Ttbs 332tbs 473118 /7Dtbs 221111s 26o1ba ADDITIONAL ANCHOR OPTIONS FROM THE
2Anch1.15'Mtn.0_C/F-alp(Fig.6$ 2401bs 350lbe WA WA WA WA 190148 WA WA wA WA WA 341 lbs 442 The 560118 ANCHOR CAPACITY TABLE.
oe 40
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ��"�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RE
as complyin6 v
Building Code
FIGURE 1: FIGURE 2: TABLE NOTES- Acceptance Ik
1.000" Expiration Dal
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
By
�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam dap
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r /�N
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED " L/l
L.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T6 AND BEA MINIMUM OF.126"
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.850"MULLION
THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.Ll
F
TABLE 5A
Mullion Capacity Table tbefR
Opening Width(for vertically-spervirg mullions)or Opening Height(for hodzortaRtspannirg anflons)
so In 001n 70 in 80 in 901n 100 N 120 in 1401n 1601n
Rectenoular Trepl7Hano. Reclangular VapRano. Rectangular Trep MWQ. Rectangular TcapJTdang. Rectangular TrapnNMg. ReclorlgtAar Trepliilang. RGotenoutar Trep+Tdang. Rsotaagular fa Ing, Recfin Traptrdeng.
1"x 3.126"x 101f09 Loa ng Londno Loafing t oaring Loafing Loafing toadno L-Av Loadng Loadng Loading Loafing Loadng Loafing Loafing Loafing Loafing
.6001,Alum a a.. .. a,. _ 2 _ 3 2r_ 1^ a..
Tube Mull � �� � � �•� � �G � � � B�. � �� � �. �• � �' �� �� �' �� I# � � � ��
5� tr- tr 0� tr•- � 1�a �� tr'� � �- �� h�' tr � ` tr S� � d��E
42 In J70.01 820 1 170.0 435 170.0 744 110.0 478 1170.0 088 170.0 506 170.01 102 170.0 Sill I 170.0 1118 170.0 521 1170.0 1240 1170.0 521 170.0 1486 170.0 621 170.0 1735 170.0 621 154A 1802 170.0 521
48tH 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 880 157.7 1577 170.0 680 135.1 1577 170.0 880 1118.21 1577 170.0 8110
50.0251a 170.0 747 170.0 653 170.0 898 170.0 631 170.0 1046 17o0 084 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 1 170.0 1 768 141.7 1495 170.0 766 121.5 14951 170.0 758 108.3 1485 170.0 768
641H 170.0 797 170.0 012 170.0 Bill 170.0 691 170,0 1118 170.0 754 t70.0 1275 170.0 803 168.1 1401 170.0 837 149.5 1401 170.0 050 124.8 140t 170.0 681 108.8 1481 170,0 861 03.4 1401 170.0 881
60 in 170.0 885 170.0 701- 170.0 1063 110.0 797 158,5 11158 170.0 078 138.7 1156 187.0 928 123.3 11158 158.6 817 1i1.0 1158 149.7 910 02.5 1168 144.5 903 78.3 1156 144.5 903 60.4 1158 144.5 903
63 in 170.01 930 I 170.0 745 1 158.8 1 1018 1170.0 850 131.0 1 1049 165.6 Me 119.8 1049 141.7 848 1015 1049 132.0 am 85.9 1049 125.5 828 79.9 1049 119.3 620 00.S 1049 116.0 610 59.9 1049 115.8 510
Se In 168.4 1 956 1170,0 789 1130.01 955 1151.3 604 110.1 955 133.7 78B 104.2 955 12t.4 715 01.6 065 112.0 765 83,4 955 108.4 757 09.5 em 99.0 749 59.8 655 88.7 748 1 52.1 965 98.7 746
c
,S 72 b 128.61 803 1 134.9 897 1107.01 803 1 114.9 082 91.6 603 101.1 070 80.3 503 91.2 059 71.4 803 63.9 649 64.2 603 76.0 642 53.5 803 722 032 45.9 603 69.8 628 40.11 803 89.7 827
70 In 109.2 721 114.1 0.19 91.0 721. 97.0 610 76,0 721 85.1 605 68.3 721 78.5 505 60.7 Mt 70.1 See 64.a 721 85.4 579 45.5 721 59.4 560 30.0 721 68.6 504 34.1 72t 58.1 583
78 in 101.0 604 !OSA 599 84.2 684 09A 587 72.2 084 76.4 570 e%I 884 70A 687 66.1 684 64A 658 50.5 684 $9.9 551 42.1 884 54.1 541 36.1 864 51.3 538 31.6 884 50.8 534
90 in 05.0 S14 67.9 466 54.0 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 38.6 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 614 30.4 400 20.8 514 29.0 403
go In 54.2 452 65.7 404 452 452 47.0 390 36.7 452 40.0 300 33.9 452 38.4 304 30.1 452 32.8 378 27.1 452 30.3 373 22.0 452 20.8 385 19.4 452 24.2 350 16.0 452 22.0 355
1081n 38.1 357 38.9 322 31.7 357 32 7 317 21.2 357 26.4 312 23.8 357 25.2 308 21.1 357 71.7 303 19.0 357 20.8 209 15.9 357 16.0 203 13.6 357 116.2 267 11.0 357 15.0 213
III In 35.1 338 35.6 301 29.2 338{ 30.1 301 25.0 336 28.1 290 21.0 338 23.1 292 10.5 338 20.8 288 17.5 338 19.0 284 14.8 336 HIS 278 12.6 338 14.8 273 11.0 330 13A 289
128 in 27.7 280 20.2 203 23.1 289 23.7 259 119.8 289 20.5 258 17.3 289 18.1 262 15A 289 16.3 240 13.9 289 14.0 240 11.8 289 12.8 240 9.0 289 11.4 238 8.7 289 10.4 232
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA:
An horCapacltv Table Pbal ANCHOR CAP,,,„,,_
Suastrala 2.7koonerde a6RCom. Hollow CMU FitleclCMI) PTW006 Metal (DP)X{ �=ANCHOR CAP.,,,,
diC Elco 114•SS Elco dIO Eko 114"SS FJCD #10 steel #12SIeet #125tee1 MULLION CAP.,,a,,,,.,,
AnehorClip Patterns Anchor Tfia 3116 Eico Unrxm ttd•Ekouttracon unmco0 Brie'Elco UBracm 114•EkoUBracon Ag9mG8 or Uaraccn AggWd.. screw(GS)strew(t#5} Sum(C,5} USE THIS FORMULA TO OBTAIN THE"ANCHOR
EegeWants#4 1• 2.117 1" 2-Ur 8-tA1• 1• 2-v7 1• 2-ur 2" 3-119' 7 0.48• ow o.32a• CAPACITY REQUIRED"CORRESPONDING TO AN
Erltbeonent n 1-8141 t-8l4° 1-814" 1-814• 21 1-1141 t-tl4° 1-114• 1-114' 14141 1-114• r 1-w 1-818• Vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm Q 4.751 Mtn O.C.r Staffian1 orO�et Cap(Hg.1); 390 bs 390 b3 450 Me Waft 1644 lbs 270 b3 2801-8-8 364IDS 7401b1 374 Ing 6m m 018In3 34ims 442 os 550 srs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15-Min.O.C./Slamlard(or Oleet)C9p(Mg.2) 480103 70D lbs NIA WA NIA NIA 380 2s NIA WA WA WA WA Wins 055 U 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anctiols4�3•Mln.O.C.I 21t5ArgieWl(tig.37 780813 798 as GOO lbs 1560 t 1896bs 640bs 560 PS MLA 7801tis L4 los
BBOIes '1692 VA m2tb3 B&5bs 1120b3 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3An:hms C 0.45"Min.O.C./U-0pp,tnlo.1267 Alum.(Fig 4X NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 107305 CAPACITY WHiCH MAY BE USED TO QUALIFY
1Anctar/F-0tgf(Ftg 51 186 bs 105 Wa 225bs 446 tt4 SM 114 135813 MRS 177 b3 370Rta 187 On 332 Its 473 is Noes 221 bs 280 be ADDITIONAL ANCHOR OPTIONS FROM THE
2 Andras @ 1.19•Mtn O.CI F-0t 41Y 240 bs F 3609n-F NIA WA NIA WA 100 is NIA WA NIA WA i WA I 3411bs I 442M 560 ms I ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RB
as complying w
E.1,OOg•,i Build ngCodc
FIGURE 1: FIGURE 2: TABLE NOTES: Acccptauco No
E Im"an'"
1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dario Pl
1111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125°
Q .
FIGURE 3: ��- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� ' J(
Fe
! • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLiP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FiLLED 500"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '0
FiGURE 4: FIGURE 5: FIGURES- YELLOW SOUTHERN PINE WiTH AN SG OF 0.55.ALUMINUM SHALL BE 11063-T5 AND BE A MINIMUM OF.125" 1•X 3.125'X.5'MULttON
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1•VF MULLION)
LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.LY
FI
TABLE 6A
Mullion Capacity Table(lbSHtr
Opening Width(tor verOca9y-spardrg mtiilons)or Opening Height(for horbonte sparring mullions)
60 in Go In 70 in 60 in "In 100 in 120 N 140 in ISO in
Rectangular Trapraterr9. Reetswer VapRdarm. Recten0ulaz To am. Oar Trap/rdang. Rectangular Tro"ang. ReetangWar tYsp/rdang. Reotangular 71raWdang. RactangWar TraprTrian9. Rectangular TftWrdang.
1 x 4 x.126 LOCAM Lcadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Laadng Loadna Loading Loading 108409
Alum.Tuba ' ' ., u b.. .. ..
Mullion
12 lei I 1 11 1 '1 11
42 in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 888 170.0 600 170.0 092 170.0 518 i70.0 i116 170,0 521 170.0 1240 170.0 621 170.0 14W 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521
48 In 170.0 708 170,0 524 170.0 850 170.0 584 170.0 992 170.0 830 178.0 1133 170,0 661 570.0 1276 170.0 677 166.3 1303 170.0 660 130.3 1300 170.0 SW 111.7 1303 170.0 600 97.7 1303 170.0 860
50.026ta 170.0 147 170.0 683 170.0 898 170,0 631 170.0 1046 170.0 864 170.0 1196 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 756 1004 1235 170.0 786 67.8 1235 170.0 758
64in 170.0 707 170.0 812 170.0 VA 170.0 681 170.0 1116 170.0 754 104.4 1168 170.0 $03 137.2 1166 170.0 037 123.5 1188 170.0 056 502.9 1158 170.0 881 802 1156 170.0 86) 77.2 1158 110.0 861
601n 170.0 885 170.0 701 160.7 1042 170.0 707 142.0 1042 16t.1 832 125.1 1042 148.7 815 111.2 5042 138.8 001 100.0 1042 IA2 791 83.4 1042 125.1 762 TS.5 1042 125.1 782 62.5 1042 125.1 782
631n 170.0 830 170.0 745 151.2 992 183.6 gig 120.0 992 144.4 708 113.4 992 131.0 782 1008 9112 121.4 786 907 992 114.6 758 75.8 992 1004 745 54.8 992 108.0 7M 60.7 992 108,0 7M
Gem 165.4 047 5700 789 137.0 047 146.0 768 116.1 947 130.3 706 103A 947 117.7 752 91.9 947 108.7 738 02.7 947 102.2 727 66.9 947 05.1 713 59.1 047 94.0 711 61.7 847 94.0 711
�G 72 in 135.0 849 142.7 737 1132 049 121.6 722 97.0 849 106.9 700 54.9 949 98A 606 76.6 849 58.7 666 61.0 040 52.7 075 56.8 049 76.3 659 40,6 049 72.5 852 42.5 849 72,4 651
10 In 116.6 762 120.7 665 90.3 702 102.6 652 82.5 782 00.0 640 72.2 762 60.9 629 642 762 74.2 620 57.8 702 69.2 613 48.1 782 62.8 602 41.3 762 69.9 597 36.1 762 69.4 695
78 in 106.9 724 StiA 634 6&0 724 94.6 621 76.3 724 02.9 609 60.6 724 74A 509 59.4 724 86.1 691 63.4 724 63.4 553 44.6 724 67.3 573 382 724 64.3 667 33.4 724 53.6 565
80 in 69.8 643 75.8 483 58.0 843 60.7 474 40.7 643 52.9 466 43.5 543 47.1 468 3&8 843 42.8 452 34.0 643 39.6 446 29.0 643 34.9 436 24.0 543 32.1 430 21.7 543 30.7 426
06 ks 57.3 475 We 427 47.0 478 49.7 419 40.9 478 432 412 35.8 476 35.6 400 31.8 476 34.8 400 28.7 476 32.0 395 23.9 478 28.1 366 20.5 478 25.6 350 17.9 478 24.2 318
10810 48.3 377 41.1 341 33.5 377 34A .2?4
30.0 330 26.2 371 28.6 325 22.4 371 24.0 321 20.1 377 22.0 317 16.8 377 10.0 310 14.4 377 17.1 304
ill In 37.1 357 37.6 323 30.9 357 31.8 27.0 313 232 367 24.4 309 20.6 357 22.0 305 16.5 357 20.1 301 15A 357 17.4 204
IN In 28.3 306 29.8 279 24.5 306 25.1 2t.T 270 18.3 306 192 287 16.3 306 17.3 1 263
1441n 170 212 1 172 196
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnohorCapacity Table Obal ANCHOR CAP.,,",,„"
autletrate; 27kC=feta 16k Um HonowCMU -Fled-CMU PTWood metal (DP-)Xt )-ANCHOR CAP.-
51W Eko 114'SS Eko 5/W Elco 1N'SS Eko 4Mj4-
3"..el 612 Steel Wined MULLION CAP.,,",,,,,a"
AneharClip Patterns MehorTypo 3116"Eko Ulbecon 114'Eko Ultraeon 3fie'f<ko Uikeeon 114`Eb0 U6recan
uttrscon AggreGator mrscon Aggroaator Scre5)Scraw(G5) Sarew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Dlstenes(hk 1. 2.1121 1' 2-IrO Vie" I- 241r 1" 24W r 3.1/8' 2' 0854' &324" CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment#a);. 1.3N" 1314• 1-3f4' S314" 2 rWJA
1-114" 1-114' 1-im" 1-114' S-iM' r t1315" %odes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctxra Q 4.75 MW O.C.I Standard or OOset Up fig.182): 390 bs 3901bs 450 rob 890Ibs 16441 280 lbs 354 lbs 740 be 3T4 lbs 664 IW 948 be IM 4 iba W*lb'
OPENING,WHEN 1T!SLOWER THAN THE MULLION
4 Anchors 41<2.25 MN.O.C.f Standard(or Creat)Up(Fig.3}: 700 bs 700 bs 5M las 14108» 852 ras 560lb8 WA 630bs WA 880 ibe WA 60216s 885Its 1120 bsCAPACITY(FROM THE TABLE)OF THE SELECTED
a Anotw:s 115"Mh.OC.t Standwd(arOeset)Cop(Fig.4k 960lbs 14001bs WA WA WA 7801bs WA WA WA WA WA 1303912 1770 ba 2240Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors a rMln.O.C.!(2)2x5 AnWe Cips!IFlO-8} lee ba 76o ft 66093 1580 03 169666 500Ibs WA 7601M 740lbe 860 M3 7692lbs 682 Ws 685It$ 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchors C r Min.o.C.t R)2x5 Atrple ceps t tFW 6>: 1170bs 117OWs 7420 lbs 2340 n3 2844 bs 840lbs WA 1140lbs 1122bs 1320 bs 2838It s 1022 bs 1327 iba 1660 bs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors @ OA5"Min.O.C./U-0Iip,Into.125"Alum.(Fp.7): WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 bs ANCHOR CAPACITY TABLE PRODUCT R
2 Anchors®2.25 Min.O.C!f-Up(Fp.BY. 350 be 350%s 290 bs 105 ibs 47803 WA 280lbs WA 315 F. WA 440 lbs WA 341 g3 442 lbs 5601bs as complying
4 Anchors 1.15"Mln.041 F-Cllp(Fig.8): 480 Ws 7001Ds WA WA WA WA 3801tq WA WA WA NIA WA 882101 085lbs 1120 ba Accepts Cod
NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expit Acceptance T
F.xpleatian Or
TABLE NOTES: BY
Mieml do I
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8 FLflURE 9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • * • • • • • • • s • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS iS ALLOWABLE.
• • • • • • • • • • 4.000"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES
TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %� '•
• • • • CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .725"
* • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MiNIMUM OF.125'THICK.STEEL i�Ct
STUDS TO BE A MINIMUM GRADE 33 AND.045"TH16K(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK ��f
ANGLE CLIP(FIGURES 50)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL ENTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1"X 4"X.125" A L
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION
TABLE 7A
Mullion Ca act Table Ibsw
Opening tMdth(forverticefy-sparning malHans)orOpening Height(for hoftortally-spanning mtAlons)
501n 00 N -7 In 80 N 90 N ice N 120 in 14010 16014
IRectoInp-lTraprrdang. ReetanWAff TrepOTda v. Rectangular Traprrdang. Recta War ''Repl7dan0. Redd War Trapmanp. RectaneWar TrapMang. Rectenguiar Trap/1111 9. Reaten0urer Tle
1X4.ube Loadog Loadtng Loafing Loading toadng Loading Loadng Loadng lnadng Loading •Loadng Loading Loafing Lowing Lowing Loednengg. RLow ff Tm� .
Alum.Tube
MwIlon
g v 421
42 N 170.0 J 620 170,0 435 170.0 744 170.0 478 170.0 666 170.0 506 170,0 992 170-01 610 170.0 1116 170,0 821 170A 1240 170.0 521. 170.0 1468 170.0 521 170.0 1135 170.0 521 170.0 11683 170.0 521
4610 1170.01 708 170.0 524 170.0 860 170.0 1 584 1170.0 092 170.01 630 170.0 1133 170.0 661 1170.0 1275 1 170.0 677 i7c.91 1417 1170.01 660 170.01 1700 170.0 680 100.0 1 1983 I[= 680 1151.0 2024 170.0 880
50.625 In 170.0 747 170.0 603 170.0 696 170.0 631 1170.0 1046 170-01 654 170.0 1195 170.0 77.23 170.0 1343 170.0 747 170.0 1494 170.0 758 110.01 1793 170.0 766 1$6A 1910 170,0 786 136.5 1919 170.0 756
641n 170.0 797 170.0 612 170.0 956 170.0 091 170.0 1110 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 637 170,0 1594 170.0 666 159.91 1799 i70.o set 137.1 1700 170.0 861 120.0 1790 t70.0 081
Be In 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 844 170.0 1594 170.0 906 155.6 1618 170.0 1033 129.6 1818 170.0 1063 111.0 1619 170.0 1053 97.2 1619 170.0 1063
63N 170.0 930 1170A 745 170.0 1116 170.0 550 170.0 1302 170.0 940 170.0 1400 170.0 1015 158.7 1642 170.0 1 W 141.0 1542 170.0 1122 117.5 1542 106.5 1158 100.7 1642 167.9 1157 60.1 1642 107.9 1167
6610 170.0 974 170,0 769 170.0 1169 170.0 SO 170.0 1304 170,0 1002 160.6 1472 170,0 1060 142.0 1472 166.6 1148 128,5 1472 150.6 1130 107.1 1472 147.8 1108 91.8 1472 140.0 1104 60.3 1472 146.0 1184
7210 170.0 1063 170.0 678 170.0 1270 110.0 1009 150,8 1320 106.2 1101 1320 1320 149.9 1002 117.3 1320 137.0 1056 105.6 1320 120.0 1049 00.0 1320 117.0 1024 76,4 1 1320 112.6 1013 1 68.0 1320 112.5 1012
76 In 170.0 1122 170.0 937 1140.61 1154 150A 1013 1282 1184 139.0 964 1-112,2 1164 125.71 976 1 99.7 tiS4 115.3 964 $9.6 1154 107.5 952 74.6 1164 97.6 935 64.1 1164 83.1 927 56.1 1164 923 925
76 In 166.7 1124 170.0 967 t38.4 1124 147.0 965 Its.$ 1124 12&6 047 103.6 1124 1159 931 9" 1124 105.6 916 53.0 1124 96.5 900 692 1124 69.0 600 50.3 1124 04.3 881 51.9 1124 53.2 678
0010 108.1 644 111.5 760 90.1 044 94.3 736 77.2 644 62,1 724 67.6 644 73.3 712 60.1. 544 68.5 702 84,0 8" 61.4 693 45.0 644 64.2 678 38.6 844 60.0 668 33.6 544 47.7 662
001n 09.1 742 SIX 663 74.2 742 77.2 652 63.6 742 87.2 641 55.7 742 699 631 409 742 64,1 622 44.6 742 49.9 614 37.t 742 43.6 600 31,6 742 399 690 27.8 742 37.6 504 '
10,14 Sze We 83.9 $30 52.1 SW 53.6 521 44.7 568 409 513 39.1 686 41.4 505 34.8 606 37.3 490 31.3 500 342 492 20.11 666 29.6 461 22.3 566 28.6 472 19.5 586 24.7 466
111 In 57.6 656 68.6 503 48,0 555 49.5 495 41.2 1 655 42S 457 36.0 655 38.0 400 320 555 34.2 473 20.6 655 31.3 467 24.0 1 555 27.1 457 7.0.6 555 24.3 448 180 565 22.4 442
120 N 46.6 475 46.4 433 38.0 33
476 39.0 426 326 475 .7 420 28.5 475 29.8 414 26.3 475 26.5 409 228 475 24.5 404 19.0 475 21.1 395 18.3 475 18.7 357 14.3 476 17.2 361
144 N 28.4 330 26.7 305 22.0 330 224 301 18.9 330 19.3 297 16.8 330 17.0 283
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Co aci Fable ba \ANCHOR CAP.__)3ut6[raie: 27kCo4crote 3.6k Cone. NaOowCMU Fi1edCMU PTMotel (DP
Vlfood ,�,)X /:=ANCHOR CAP.,,,,
5116`Men 174"88 Elco 5116•Etto ll''SS Elco Nt0 SSe.N Yi2 Steal 912 Steel MULLION CAP.,,,,,,,.
Anchor Clip PatternsAncharTypn: 3116"Etco Ulbatan tr4^Elco UOrstm Ukecm Vie'Eke t/a•Elcb uuraten AgweGatar USmcon AWeGehtr Saiew(05) Setew(tis) Straw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(Ink i• I 2-lir r jZN0
3.116• 1• 2-1tr t• 2-Ur r 3•116• r 0.46• 0.541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(kr); 1-314• 144" tat'• r 1.1/4" 14W 1•v4• 1-UP 1•vr 1.1/4" r fa/8" tar,• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2Aoohom4-4,75Mtn.00,rStandardaOlba2C9p{Ffg.i62k 3901ts 390Ns 4501bs s 1044 Ns 270 roe 280lbs 354 lbs 740Ns 3A Its ibs -1746-Ms 341 lbs 4421M 6601bs OPENING,WHEN ITiSLOWER THAN THE MULLION
4 Anchata 2.25•Min.0.0 7 siaiWard(a06aat)C8p{Fp.3$ 700Its T00lbs $80Its 1410lbs 6521M WA 560 ft WA 630 be NIA Beg Ins wA 692 ta, 885 Its 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anctwro i.i5 Mkr.O.C.f Standard(orObei)Clip(Ftp,4X 600 NS 1400 lbs WA WA WA 740 lbs WA WA WA WA WA 1363lba 1770 lbs 2240 Ne MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Atdchom Q Y Min.O.C.r(2)2x5 Angle Cies t(Fig.5y 780 Ins 7801116 sso bs e 16x6 Ns 590 lb. 560 the WA Iso 1M 7481bs 880 tM 1892 lbs eel ft Dies Me 1120 ros CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchors 6 3"Min.0,0.r(2)2x5 Angle Clips r ft.6); We ibs 1170 M 1020 Ns M 28448a 610 be 844 dis WA �114011:e 1t22 Me 1320 Ns 28301M 1022 Ns 13271bs tea,Ns ADDITIONAL ANCHOR OPTIONS FROM THE
4Amhoro D.45"Min,O.C./U42tp,Into.125•Alum,(Flp.T): WA WA wA NtA wA WA WA WA WA wA WA WA WA N'A 1130 IM ANCHOR CAPACITY TABLE.2 Andras a 2.25•Mn.O.C1 F-01p peg.Bg 3501M 350 ft 290 763 705 roe 470 ft NIA 280 rbe WA 51M WA 4401M WA 341 lbs 4421M sBe 1M PRODUCT Rfi
4 Arahom 491.15"Min.O.CJ F.COp(Fg.9): 480 Me 700 Na WA WA wA WA 3501113 WA WA WA WA WA 882 f 605103 14201M as complying tv1
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code
�j 1.062• f-- j 1.000" Acceptance No
t?pirat Date
TABLE NOTES: $
FIGURE 1: FIGURE 2: FiGURE 3: FIGURE 4: FIGURE 8: FiGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam Dodo!
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000° a.X4'X.375!
4.00("
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `
FiGURE 6: FiGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �Q•
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE ;f
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• • 6083-T5 AND BEA MINIMUM OF.12W THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.0455" 37.7 i S, '
THICK(IS GAUGE),STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS -f ///",
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 V X 4•X.3715" T A
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'.MULLION MULLION F
TABLE 8A
Mullion Capacity Table Iba e
Opening Width(forverDeeily-sparring mullons)or Opening Hetght(for hodzoffieflya annirsg mullions)
5o in 60 in 701n Bola 901n 1001n 120 In HO In 1601a /
Reclangutar Trapirdang. Rectangular Trap/7Hang. Rectangular Trapfrdang. Rectangular 7lapiMang. Rectangular Trepr9iang. Res gar g p/Mang. Rectangular TrapRdeng.
1.26'X Rectangular Sraplydang. Rectangular 7tagrtdan. Rectangular Tre
3.188"x Loading Loading Loading Loading Loading Laa4119 Loading Loading Loading
,, Loading Loading Loading Loading Loadng Loading Loading loading Loading
Tube MuR
t1 o v g 11all
a c c
g . t g II aA
42 In 170.01 MO 170.0 435 170.0 744 178.0 478 170.0 868 170.0 SOB 170.0 992 170.0 5110 170.0 file 1170.0 521 170.0 1240 170.0 521 170A 1405 t70.0 621 170.0 1735 170.0 521 161.6 1769 170,0 521
4814 170.0 708 170.0 524 1170.0 550 170.0 544 1170.01 892 170.01 830 170.0 1133 1170,01 Set 170.0 1275 170.0 077 1170.011417 170.0 660 1154.81 1646 170.0 080 132.7 1548 170.01 680 1t6.t 1646 170.0 1 680
50.626 In i70.0 747 170.0 563 170.0 890 170.0 831 170.01 1046 170.0 654 170.0 floe 170.0 723 170.0 1346 170.0 747 1167.0 1488 170.0 750 139.2 1408 170A 768 119.3 1468 UOR 766 104.4 1465 170.0 758
64tH 170.0 787 170.0 812 170.0 850 174.0 691 170.0 1118 170.0 764 W00.0 1275 170.0 803 103.1 1376 170.0 837 146.5 1376 170.0 856 122.3 1378 170.0 881 104.8 1318 170.0 061 91.7 1376 170.0 gel
6014 170.0 885 170.0 701 170.0 1063 170.0 797 155.9 1158 170.0 578 139.0 11158 167.4 930 123.6 1158 156.8 918 1111.2 1158 150.0 912 02.7 1158 144.8 905 79.4 1158 144.8 905 093 1158 144.8 905
03 in 170.0 830 170.0 745 160.1 1051 170.0 850 137.2 1051 1155.9 662 120.1 7051 t42o 845 106.7 1051 132.3 631 98.1 1051 125.7 830 90.1 1051 119.5 1122 88.6 1051 i19.1 821 60.o 1o51 119.1 e2t
681n 167.1 857 170.0 760 139.31 957 161.8 805 119.4 957 134.0 700 104.4 957 1211.6 T77 02.8 957 112.8 767 83.6 057 106.6 759 08.8 857 100.0 760 69.7 957 88.0 748 52.2 957 98.9 745
721n 126.7 604 135.2 600 1107.31 804 1162 654 8t.9 804 101.3 071 80.4 604 91A 660 71.5 504 84.1 050 64A $04 70.8 843 63.8 804 72.3 633 46.0 504 69.0 620 40.2 604 69.8 628
70 In 109.41 722 114.4 630 91.2 722 97.2 616 78.2 722 116.3 600 WA 722 76.7 508 60.0 722 T0.3 belt 64.7 722 05.5 500 45.8 722 59.6 570 39.1 722 60.7 665 34.Z 722 56.2 584
76 In 101.2 605 105.8 We 84A 885 69.0 688 72.3 885 78.5 677 63.3 605 70.6 686 59.2 665 84.5 560 508 gee 80.1 653 422 805 64.3 543 39.2 605 61.4 637 31.8 665 60.7 636
90tH 65.9 615 8@.0 457 b4.9 515 67.5 448 47.1 StS 50.1 441 41.2 515 44.7 434 36,Q 516 40.8 426 33.0 615 37.4 422 27.6 516 33.1 413 23.5 515 30.5 407 20.8 Sts 28.1 404
Win 64.3 453 55.6 404 45.3 453 47.1 397 38.8 453 41.0 391 33.8 453 36.4 365 30.2 453 33.0 379 272 463 30A 374 22.0 453 26.0 888 19.4 453 24.3 360 17.0 463 22.9 356
108 M 38.1 356 39.0 323 31.0 360 32 0 318 27.2 358 20.4 313 23.8 355 25.2 308 f212 355 223 304 t9.1 355 20.8 300 15.9 358 18.0 293
111 In 35,1 335 35.8 306 20.3 335 30.1 301 25.1 338 20.1 297 22.0 330 23.2 203 19.5 33820.9 259 17.6 330 1191 255
120tH 27.8 290 283 284 232 20023.8 260 19.9 290 20.0 256 17.4 280 182 253 115.4 290 16.4 249
144 in 16.1 201 10.3 186
TABLE 8B
AnchOrCa
ANCHOR CAPACITY ADJUSTMENT FORMULA:
tv Table(lbs) ANCHORCAP.,,„•,s
Subalraw 2.7k Cordele 35RConc. Nohow CMU FIWCMu PTwaod Mod (DP,,,)X C ,=ANCHORCAP...
6116•FRO va'SS Eko 516'Eko i/C SS Eieo Nto steel 4H2sieei trlZQtaBI MULLION CAP.,,,,,,
p Anctwrlype 3176 Elco tMmcm 1I4'EkOUttracon 216"Etcotm Icon Iw EkoUeraean ��dia W Etccon AggSS Ell s 10 Ste by ecrearteel #12slcwN 6s1 USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnchorCB Pettam8 Ueracon
Edge Embe a nt Qn t• 2-ux t• 2-ux air9 r 2-vx t• 2-Ur a 3•trer r- OAA o.6v o.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embddmmt n i�Ia• 134 I-sw taro• Y 1-v4• 1-114• 1-1/4' t-14• 1-114" 1.1V rt•3B• 1.319• ;Ws ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.76"On.O.C.r siaridard or Odaet Cap(Rg 11 tbs s90 lbs 450 Ws ago lbs 1644lbs Z70 Ds 280lbs 354 MS 740 IDS 974 Ws 6611 tau s ms 341 IDs 442 Its 560 Ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amtm @ 1.15•Min.O.C.I Standard(or Ofbel)Cgp(Rg 2y 400 63 700 WS NIA WA NIA HIA380 is NIA WA NIA NLA WA 182 ft 80.5 9s 1120 tae CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anehors®S'Min.0.0.1(2)2 5AngleCW(11g.3y 780 W3 78016 6W It* 15M x9 INS Ib3 540lbs 66DIba NIA 760111% 748 Ws 80010s 1BSgs 682FoS 685 ft 112D Is MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Ancnom 0O.45•Mim 0.C.1 If 411p,inlo.12&Alurn.(FIg.4) NIA WA NIA WA NIA RIA WA NIA WA WA WA WA WA WA 143D Ss CAPACITY WHICH MAY BE USED TO QUALIFY
1AnerorlF4bp(Rg6y 195bs 195ros 225 Ws 445 Ica 822 Its 1355n 140 Its 177 lbs 37010% 1W. 932ts 47325 176pa 221 ICs 2aDCs ADDITIONAL ANCHOR OPTIONS FROM THE
2AnctgiS 4D 1.18'Min OAI FC9 ¢7g.6x 240las j 350 Lt; NIA NA NM NIA 100 ks NIA WA I NIA I WA I WA f 341 tbs 442 Its I SW 9s ANCHOR CAPACITY TABLE, f'ROOUCT
R
as 04UCTcomplyiR
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1. FIGURE 2: Building Cod
TABLE NOTES: N-1.250"-y Acceptance T
iralion D
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami
FiGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �Dov
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.166" �,�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ti a`r:
! BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265"
IN PAiRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FiLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ---0
'•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
* 6063-TS AND BE A MiNIMUM OF.125"THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ���'•
• 045`THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X 3.188'X 285"MULLION i S'
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION)
#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S.
[-«-1
A.
TABLE 9A
Mullion Capacity Tarte(ibefftr
Opening Width(farverdeaty-aperwng muOtons)oropening Haight(fortmma nta9yeparinllg mdgolla)
50 In 60111 70 In 801n 80 in 1001n 1x0 in 140111 160h
1.28%328 Rectangular TrepfTdang. Rectangular Trep rdang, Rectangular Trep(Tdang. ReclenOular TropfTdsno. Rectangular Trapfldang, Rectangular Trapridang. Rectangular Trepltdang• Rectangular Traprlideng. Rectangular Trapadeng.
X.x 3. Loadtng Loadng Loadng Loading Loading
Loading Leadinng. Loadbg Loading Loading Loading Loading Loadng Loadng Loading Lou" Loading Lading
Mullion
a
� v 1 ,I II im IflH
42 h 570.0 620 170.0 435 770.0 744 110.0 478 170.0 068 170.0 608 170.0 892 170.0 519 170.0 1118 170.0 521 163.0 1175 170.0 521 127.7 1118 7771.0 6x1 109.6 1118 170.0 521 85.8 1118 170.0 5211
48 In 170.0 Tog 170.0 524 110.0 850 770.0 504 107.6 978 170.0 630 146.7 978 INA 561 130.4 978 170.0 877 177.3 976 170.0 680 07.8 978 170.0 660 83.8 978 170.0 850 73.3 ore Irmo 880
$0.626 In 170.0 747 170.0 503 170.0 Still 110.0 631 150.7 927 170.0 064 131.9 927 168.6 708 157.2 927 159.1 699 105.5 927 15&3 060 07.9 927 158.3 695 75.4 927 156.3 605 85.9 927 768.3 695
64 in 778.0 797 110.0 612 154.5 869 110.0 691 132.5 86.9 1630 583 115.0 650 141.8 669 103.0 869 134.0 060 02.7 069 120.8 654 17.3 669 120.9 652 66.2 869 128.8 052 67.9 660 128.6 652
Gain 143.2 748 163.8 634 118.4 746 132.3 620 102.3 748 117.6 608 69.5 746 1070 699 70.8 746 101.0 592 71.6 749 00,8 587 59.7 748 93.3 683 51.2 740 93.3 $63 44.8 748 0&3 683
63 in 123.7 077 132.0 570 INA 677 113.2 606 68.4 617 100.4 555 77.3 677 91.4 640 68.7 877 65,2 639 87-9 677 61.0 634 SLe 677 71.0 620 44.2 877 78.7 529 35.7 677 717 529
68 in IOTA 617 1114.1 530 89.7 877 97.6 big 78.9 677 88.3 609 67.3 617 78.3 500 52.6 617 72.8 494 63.6 et7 68.7 489 44.8 Sir 64.4 463 38,4 617 63.7 492 33.0 Oil 83.7 482
C 7261 822 $18 87-1 40 BILI 518 74.2 440 59.2 518 65.2 432 61.8 518 6a•6 425 40.1 519 64.2 419 41A 518 50.7 414 34.5 516 40.6 409 29.6 618 45.0 405 25.0 518 45.0 405
6b 78h 70.5 485 73.7 408 58.7 405 Ox.O 398 50.3 465 54,9 390 44.1 465 49.4 384 39.2 485 45.3 378 35.2 465 42.2 374 20.4r441
36.3 387 25.2 465 38.5 364 22.0 486 38.2 383
76 h 65.2 441 08.0 307 $4.3 441 57-7 319 40.6 447 50,6 372 40.8 441 45.4 386 36.2 444 41.6 380 328 441 38.7 356 27.2 34.0 349 23.3 441 33.1 348 20.4 441 32.7 34590in 42A 332 43.8 296 35A 332 37.0 289 30.3 332 32.3 284 2a.5 332 28.8 280 23.9 332 20.1 216 21.2 332 24.1 272 17.7 21.3 288 15.2 332 19.6 262 13.3 332 111.7 260
Osh 35.0 291 35.8 280 29.1 291 30.3 258 25.0 201 26.4 252 21.9 291 23.6 240 IgA 201 21.3 244 11.5 291 ialS 241 14.6 17.1 236 12.5 201 15.6 232
Joe In 24.6 230 26.1 2710 20.5 230 21.1 205 17.5 230 18.3 207 115.4 230 18.2 198
•111 in 22.6 218 23.1 107 18.8 2te 19,4 194 16.2 218 10.11 IN Y4.1 278 14.9 188
120h 117.9 187 7&2 770 14.9 187 56.3 167
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCapac Table s) ANGHORGAP.,�,,,�
Subalrete: 2-7k Connate 3.5k Cone. H06oW CMU Filled CMU PT Wood Metal (DPS,)X t }
Ukrecan =ANCHOR CAP.,,,
5110'Elco 14"SS Eke 5f7S Eko 114'SS Eko #10 Steel 812 Steel #12 Sled! MULLION CAP.a,,,,,,,�
Anchor Clip Patterns Anon«type: 311V Elco unrocan 114•Eko Ullman 3116'Eko Ultracon 1!P Eleo Ultmeon
AOgreGat« Uliraoon Aggregator saran!(115)screw(G5) screw(115) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Valence M)' 1" 244 r 2-lir 3-IW r 2-1ir 1• 2-ilr r 3.116' r 0.46' 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN
Embodiment ft 1.314' Iar4' taro' 143!4' r 1-114" 7-141 1-114' 1414" 1410 1414• 21 1.wr tare' %dies ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchoo Q 4.75"WE C.C.!Standard«O6se1 Clip(Fig.t} 390 ms 390 roe 4501bs 890 lbs 1644 r4s 210 Ms 780 9w 354 tai 740 The 374Ibs 684 ros 946 lbs 341 rm 442 Has 5606ra OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchm @ 1.75'Min.O.C.f Standard W Offset)Clip(Fig 2) 499 lbs 700 abs WA NIA NIA WA 380Ibs WA WA WA WA WA 682 lbs US lbs 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors a 3-Min.0.111(2)2x5 Angle Alps i(Fig.3) 760 bs 780 lbs 090 ft 1560 tin 1898 los 640 m 56o lbs WA 780lbs 745 gas 660 ft lead ros see the 685 ms 1120 Me MULLION.IT WILL YIELD A MiNiMUM ANCHOR
3 Anchors 00.54•Mtn.O.C.1 ULOp,Into.t00'Alum.(Fig.4}: WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 95056s CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aneh«!F12tp¢q.6$ 1951bs 105 fba 226 Iba M5 Ws 822 lbs 135 too 140 lbs 177 Ora 370 lbs 187 Joe 332 be 473 lbs Ila lbs 221 Its 260 ras ADDITIONAL ANCHOR OPTIONS FROM THE
2Anch«e @)7.76•Min.O.C.!F-dip(Fp.8: 240 ft 950 los WA NIA WA WA 190 tba WA WA WA WA WA 341 roe 4421bs 560 bs ANCHOR CAPACITY TABLE. pi(CSDUCr HE
as complying wit
Building Code
1.260' Acceptance 740 S
FIGURE 1: FIGURE 2: TABLE NOTES pacpirallon Date.
• • , • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION MI Dade Fm
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" _��,•'�11
CLiP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23:FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAiRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL .100" !.,C '• `j
FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55.ALUMINUM SHALL BE 'A '.•
* 8063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
M • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL
1.85'X3.25"X.100'
i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION
#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410&S. A. FL FL
•
TABLEIOA
Mullion Capacity Table Obese)
Opening Width(forvettica*spamingmtciotis)orOpening Hell ght(torhosizontelly spanning mtilliors)
5o in 60 in 7010 BO N 90 in !00 in 120 in 140 In 166 in
12b x,Zb Rectangular TnplTriang. Rectangular Tnp/Triang. Rectangular TrapRdang. Reclan6utar Traplydeng. Rectangular Trap/rdeng. Rectangular TrapTdang. Rectangulet TraplTdong. Rectenquier TraptTdang. Reefeagutgr Traptrrumg.
Evading Loading loading Loading Leading Loading toaft Leading Lading Loading .Loading Leading Loading Loading Loading Loading Loading Loading
x.624
Alum Tuba .. .. .
mullion ait
e
tili & fG �& 9- tc? 4P_ 4d o �11 1 ak�
42 in '[70.0 620 170.4 435 170.0 744 170.4 470 114.0 868 178.0 606 170.0 992 170.0 619 170.0 5116 170.0 621 170.0 1244 470.0 521 170.4 1488 170.0 621 170.0 1736 170.0 $21 110.0 19$3 170.0 521
40 in 170.0 708 1740 524 170.0 850 110.0 564 170.0 992 170.0 630 1170.0 1133 '170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 660 169.7 1919 1700 680 145.6 1979 170.0 600
50.626 in 170.0 747 170.0 563 170.4 096 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 '[494 170.0 766 170.0 1793 170.0 756 152.5 1077 170.0 766 133.5 1871 170.0 766
64In 170.0 191 170.0 612 110.0 956 170.0 691 1TO.0 It% 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 031 110.0 1594 1700 856 166.4 1169 170.0 661 134.1 1759 170.0 061 117.] 1769 170.0 064
60 in 170.0 069 170.0 701 170.0 1063 110.0 797 570.0 1240 170.0 078 170.0 1411 170.0 944 161.1 5511 110.0 995 145.0 1511 110.0 1033 120.9 1511 170.0 LOU 103.6 1511 110.0 1063 9o.6 1511 110.0 1063
63 in 110.0 930 170.0 746 110.0 1116 170.0 860 110.0 1302 17010 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1310 164.0 1002 104.4 UTO 165.9 1072 59.5 1370 163.3 1070 79.3 1370 165.3 1070
661n 110.0 914 1-10.0 769 170.0 1169 170.0 903 155.6 1240 170.0 1002 136.2 1208 150.6 1013 121.1 1248 147.1 Joao 10$.9 1246 139.0 909 9D.8 1401
.4 978 71.6 1248 129,0 976 60.1 1248 129.0 976
a 12 in 167.6 1049 170.0 070 139.9 1049 150.2 $92 119.4 1049 132.1 015 119.9 1049 119.1 060 93.2 1049 109.7 840 03.9 1049 102.1 839 69.9 3 025 59-9 1049 912 620 52A 1049 91.1 020
•g 76in 142.7 941 149.1 022 1ML9 941 126.0 005 101.9 941 111.2 791 $9.2 941 100.4 777 79.3 941 91.7 166 TSA 941 86.5 757 69.6 6. 744 61.0 941 74.0 737 44.6 941 13.3 736
78 in 132.0 094 137.8 703 1400 894 116.9 761 94.3 094 102.4 767 82.5 BB4 91.9 740 73.3 894 84.1 730 66.0 891 18.3 721 65.0 7 TOT 17.1 891 61.0 101 41.3 894 66.1 695 °
gain 55.9 611 66.1 596 71.6 671 74.9 505 61A 671 66.3 615 63.7 671 68.2 566 47.7 671 52.9 566 43.0 671 r24.9
651 35.8 1 639 30,1 671 39.7 531 26.9 611 31.9 626 F
a
961n 10.8 690 720 527 69.0 590 61.4 $to 50.6 690 53.4 $09 44.3 590 41.5 602 393 590 43.0 494 35.4 690 495 29.5 7 477 25.3 690 31.6 469 22.1 594 290 464 k
108 In 497 466 50.0 425 41A 466 42.8 414 35.6 466 37.1 408 31.1 466 32.9 402 21.6 466 29.7 396 24.9 466 391 20.7 5 302 17.0 466 21.2 375 15.5 460 19.6 370 ;
tttln 45.6 441 46.7 400 302 441 39.3 393 32.7 141 34.1 387 2&6 441 30.2 382 25.4 441 272 376 229 441 311 19.1 5 363 t6,4 441 19.3 356 14.3 441 17.8 3613&3 378 36.9 344 30.2 370 31.0 339 25.9 370 2&9 331 22.7 370 23,7 329325 16.1 378 111 15.! .7 314 1
I
144 in 21.0 262 21.2 242 17.6 262 17.8 239 150 262 i5.3 236 1
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCepacity Table fibs)
ANCHOR CAP--)
SUta4rdle: 2.7kMmide 3.6kConc. HMM CMU I'Medemu PTWoOd ASI:-
Edge
(DP..)Xt =ANCHORCAP.u,
tiltY Etco V4'Ss Elco 6x16•Etta yr SS Etca 810 Steil x125teei MULLION CAP.,,,ar",
AnehorClipPatt6ma AneharType 3116rEIeoUllrecan v4•EkoUnrdcon 3t6•EleouOraem UPEkoUOracon ( )
uNacon Apge43Sc UareEk Ag SS EIt screw ed screw(G6) USE THIS FORMULA TO OBTAIN THE"ANCHOR
pstercepn) 1• 2-v2' 1` 2.712 3118" 1` 2-v2 1° 2-v2• 7 sv6" 2' 4.48' 0.w GAPACITYR£QUfRE4"GORRESPONDtNGTOAN
Emt>Eomand n tst4• 1314' 1314• VT4• 21 f-u4• 1-1/P 1-1141 1-um 1.114• t-t/4• 2' 13x0• 140' ACTUAL PRESSURE REQUIREMENT FOR THE
2 Am on Q 4.79'Min C.C.I StanOara ar OQset CYp(F1g.175901 6 3900 lbs 450 lbs am los 1644gr9 270 7E 200 Es WA Ws '740tb5 374199 664Ws 0462e $41 Ws 4421tsOPENING,WHEN IT iS LOWER THANTHE MULLION
4Arcaar @JAY MtnC.LllSterard(or0rteI)CIv(Hg.2) 48DAs 701)as NIA WA NIA NIA 38DWs WA WA WA WA WA 682105 BB5IN CAPACITY(FROMTHETABLE)OFTHESELECTED
4Arcltols S•Mtn O.C./fl)2a5 ArpteCYp9/lFl& 790 an 7001bs 690 Ws 1560mo 1006195 S401b5 560 Wa NIA 760116 740 ms 8BO Ihs 1890 0>B 6$2ibs 885 its MULLION,if WILL YIELD A MINIMUM ANCHOR
3AnctmC0.5PMUL410.1U-00p,8do.100'Alum. 4]: NIA 1401 NIA WA It MOA WA NIA WA WA WA WA WA WA 664 D6 CAPACITY WHICH MAY BE USED TO QUALIFY
t A.G71 FCS(Fla rix 196195 105 les ?25 Pos 445 Its 622195 1851bs 140 m 171 Ins 5701bs 187199 332 ars 473 Ibs no its 221 lbs 250 its ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @l 1.154'Min O.CI F4: Q 67 240 D9 550 RS NIA WA NIA NIA 1901te WA WA MIA WA WA 341 IDS 442 Its 664lb0I ANCHOR CAPACITY TABLE. PRODUCT REV
as complying wit
IIailding Cade ,
AcceplancO N0;
FIGURE 1: FIGURE 2: TABLE NOTES: Ex iration Bait
i • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR• INFORMATION IIMiam Dada P.
y
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
X111
2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260CLIP °
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
Ee *A- IBE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301'SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 6: FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GlXh.WOOD SHALL 624" •3a '••
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
6063•T5 AND BE A MINIMUM OF.100"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND -� (% ' • r.
,045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THiCKAND A36.ALL
• i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3,25"X.624'
#10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION A.L4
• FL
TABLE 114
Mullion Capacity Table QbnAiz)
Opening i iltil(krrverttcaty-spardnilmuilons)crOpening Haight(for horizortal spenni g mullions)
60 in Gain 7o in 60 in 90 in 100 in I 120 In 140 in 160 in
1.26x3.04[Roll',ngular TropRibog. Raclongular Tropndong. Reclongular Troprrdong. Rectangular TrspRdsng. Rectangular Tup/7dang. Rectangular TrapWrdang. Rectangular Tnpridang. Rectangular Trspr7riang. Rectangular Twprrrisng.
x.624ding Loading La 'v
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Landing
AiUM.Tubef f 't . f E � .& Z •T�1 8 'B a_ -f B •�j a .�•- i. .L .. F E � f
Mulliona� § e� a e :� a e� ag a
0 0Q 0 0 0 0•e 0 v u 0,., 0 0 ci 0 0 ar o 0 v 0 ar o 0 a3� 0 u 0 0 0 0.n 0 0 0 0
is $ar $� $ � + $& $ $n' $a 9' $ta $ GI $air � $d :1 $a�421n 62D 170.0 435 170.0 T44 170.0 478 170.0 868 1170.0 506 170.0 992 170.0 619 570.0 1116 170.0 521 170.0 1240 170.0 521 1704 1488 1170.0 621 170.0 1735 170.0 521 110.0 1983 17D.0 621
40In 708 170.0 624 170.0 650 170.0 584 170.0 992 170.0 630 110,0 7133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 110.0 1700 170.0 660 170.0 1983 170.0 680 170.0 2257 170.0 680
60.626 in 170.0 747 170.0 663 170.0 696 170.0 637 170,0 1006 170.0 684 170.0 1195 110.0 123 110.0 1346 170.0 747 170.0 1494 770.0 Tb6 174,0 1793 170.0 766 170.0 2092 170.0 756 170.0 2397 170.0 766
64 in 170.0 797 170.0 612 178.0 956 170.0 691 170.0 HIS 170.0 764 170.0 1275 110.0 803 170.0 1434 170.0 837 1170,0 1594 170.0 656 170.0 1913 170.0 661 170.0 2231 170.0 861 160.2 2403 170.0 861
60 in 170.0 SBS 110.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 110.0 996 110.0 1771 170.0 1033 170.0 2126 170.0 1063 148.3 2163 170.0 1053 129.8 2153 170.0 1063
63 in 170.0 930 170.0 N5 1704 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 110.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 165.9 2060 170.0 1169 134.5 2060 170.0 111177 itL7 2060 170.0 1171
q 661n 170.0 974 110.0 789 170.0 1169 110.0 903 170.0 1364 170.0 1002 110.0 1558 110.0 1066 170.0 1753 1170.0 1165 770.0 1948 170.0 11210 11434 1966 170.0 1216 122.6 1966 570.0 1286 167.2 5964 170.0 7286
72in 170.0 1063 170.0 878 170.0 1275 110.0 1009 1704 4488 WILD 1126 170.0 1700 170.0 7228 164.1 1134 110.0 1316 138,7 1734 169.0 1386 116.6 1734 156.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 .
0 761n 170.0 1122 1704 937 1170.0 1346 170.0 1080 168.6 1556 170.0 1209 MIA 1556 1652 1285 131.1 1655 151.5 1256 117.9 1556 141.3 1261 98.3 1656 128.3 1229 841 1556 122.3 1219 73.7 1656 121.2 1216
701n 170.0 115t 1704 967 17D.0 1381 110.0 1116 155.9 1477 169.3 1246 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1141 90.9 1471 116.9 1169 71.9 1477 110.8 1158 68.2 1477 709.3 1164
90 in 142.0 Mill 146.5 986 1744 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 70.9 1110 SL5 922 71.0 ilia 00.7 810 592 1110 71.3 891 60.7 1110 65.6 978 44A 1110 52.7 870
96 in 11117.0 976 1203 072 97-6 975 1015 866 63.6 975 683 842 732 975 70.5 829 65.0 975 712 817 66.5 975 65.4 607 40.8 975 $74 769 41.8 975 62.3 776 36.6 976 49.3 761
163 in 822 711 64.0 696 69.5 771 70.7 665 693 771 61.3 674 61A 771 64.3 664 45.7 111 49.0 665 41.1 771 44.9 647 34.3 771 38.9 632 294 771 35.0 621 26.1 771 32A 612
lit In 75.7 730 71.3 661 63.1 730 65.0 650 64,1 730 66.3 640 47.3 730 49.9 631 42.1 730 450 622 $7.9 730 41.1 614 31.5 730 35.6 Soo 27.0 730 31.9 689 23.7 730 265 661
1201n 59.4 624 61.0 569 49.8 624 61.2 660 42.8 624 44.3 652 37.5 624 39.2 S44 33.3 624 353 637 30.0 624 32.2 631 26.0 624 27.7 Sig 21.4 624 24.6 509 16.7 624 225 601
1"in 34.7 433 35.1 400 28.9 433 29.4 395 1 24.6 1 433 25.4 390 21.7 1 433 22.4 385 79.3 433 20.0 381 17.3 433 18.2 316
TABLE 118
Anchl7rGapacity Table abs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
Substrate 2.7k Concrete 3.5kcalnc. "aOawcmu FIVMCMU PTWOod Metal (DP." X ANCHOR CAP._,_)"°"}=ANCHOR CAP.,",
5/161 Flco 114-SS Eko 5n6-Elco 114"SS OCC, wS4Sted #123teei 012 Steel MULLION CAP_
AnchorC6p Patteme 3H6•Elea Macon v4'EkoUaracart UOracon 3116 Elco tl6racon v4 EkeUNMOrr AggreGalor uaracon AggreGalar $clew(05)StreN(G5) Strew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E Distance n7 1• 2-lir r 2-1!'11 3.116* 1• 2-1r Y 2-trr 2' 3-11w r 0.46• 6641 0.3w CAPACITY REQUIRED"CORRESPONDING TO AN
EmheMtent n ta+a' I-Wr Lara• 144• r 1-v4• 1-v4• 1-114• 7-va• 1414• t•va• r lora• 1SI6• woes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.75•MIK O.C.I Stan=ar o0sa1 Cop(ng,1) 390 bs Soo vs 450 Ens 800 m9 1644 ms 270� 280 bs 354 pas 7401ts 374 bs 664 its 946 ma 941 roe 44z Rs 660 im OPENING.WHEN IT iS LOWER THAN THE MULLION
4Anth=@1.1GMkLO_C.7Mended(Oroweet)Cap(Fig.21 48D ft 700 ma NIA WA WA WA 380 m9 WA WA N/A WA WA 692bs mks 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchm @ T Min.O.C.t(29 265 Arp1e C9ps l Mg.4 78D to$ 780 Rs 660 bs im roe tees bs Sigma 660 ms N/A 76016s 748 lbs ae0 me 1892 Its 6e2 roe 665 bs 1120 its MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Anttas @ 0.54'Mm.O.C.IU.Cip,mto.IW Num(Fig.4j MIA WA MIA WA MIA NIA WA NIA WA WA WA WA N/A WA 1267 ma CAPACITY WHICH MAY BE USED TO QUALIFY
IAnthor/FC6p(Rg.4 195 bs 196 m 22b lbs 445 ms e2;--Its 1351bs 140 ms 177 As 3701b6 167 bs 332 be 473 gas 170VA 221 ba 280 as ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 1.Ir Min 0.CJF4 sp Tho.R ?40 b! 3M IDs NTA WA NIA MIA f 190 Re NU► WA WA WA I WA 341 an 1 442 be 560 Its ANCHOR CAPACITY TABLE. PRODUCT R
as complying
1.250` BultdingiCod
FiGURE 1: FIGURE 2: Accept6nro T
TABLE NOTES: Expir an Di
• ! ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
Dy
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dada
i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS iS ALLOWABLE. �� a
FIGURE 3: �
GLE 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,94" �% ,•
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. f
1N PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS,HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAD_
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE i
606345 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 6}4• t r
.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THiCK AND A36.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. `/,/I
#10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. 1,25•X 3,94`X.624' A.
MULLION
TABLE12A
Mullion Capaf:4 Table Ibew
Opening Width(forverlicagy-spartring mil Ions)or Opening Height(for hOrizorda"pennitg mtillom)
50 In 60 In 701n 6010 go in 10010 1201n 14010 160 in
Rectangular haprIlilam. Rectangular Tra"ang, Ractangutar Trepinfang. Nectargtdar Traprrdang. Reoloop or TnpriHang. Recf4n96dar 1Yapfiteng. Rectangular TraprlNang• Resterg6der 7taptTitang Rectvsputar Traptrifeng.
2 X 4 X SS Loafing Loafing Loadog Loadog Loadng Loadng Loafing Loadng Loafing Loadng Loadng Loafing Loafing Loadng Loadog LOS Loafing Loadng
Num.TubeMullion
D 8 S d �..
GG f 9Boll & A.
�
42 In 170.01 620 170.0 435 170.0 744 170.0 478 170.0 See 170.0 500 170.0 992 170.0 619 110.0 1116 170,0 521 110.0 1240 170.0 521 170.01 1406 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 521
4010 170.01 708 170.0 524 170.0 050 170.0 884 170.0 092 170,0 630 170.0 1133 170.0 661 170.0 1278 170.0 671 170.0 1417 170.0 680 170.0 1700 170.0 580 170.0 1983 `170,0 600 IT" 2267 170,0 886
60.025 In 170.0 747 170.0 663 170.0 696 170.0 631 170,0 1048 170,0 684 170.0 1195 170,0 723 t70.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 V0.0 766 170.0 2092 170.0 756 170.0 2391 170,0 766
641. 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 t70A 803 170.0 1434 110.0 831 176.0 1694 170.0 858 170.0 1913 170.0 881 170,0 2231 170.0 861 170.0 2660 170.0 081
60 In 470.0 555 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 We 170.0 1771 170.0 1033 170,0 2125 170.0 1083 110.0 2479 170.0 1063 160.5 2680 170,0 1063
831n 170.0 030 170.0 745 170.0 1116 170.0 850 170.0 1302 170,0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 145.9 2553 170.0 1171
g 681n 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 13M 170.0 1002 170.0 1556 170.0 1066 ODA 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1276 151.9 2437 170.0 1288 132.9 2437 170.0 1288
r. 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1468 170.0 11(26 170.0 1700 170.0 f226 170.0 f913 170.0 1316 1700 2125 170.0 1387 145.6 2184 170.0 1488 124,0 2184 170.0 1528 109.2 2184 170.0 1530
78 In 170.0 1122 170.0 937 170.0 1340 170,0 1080 1780 1570 170.0 1200 170.0 1784 170.0 1322 `106.1 1960 170.4 1421 148A t960 1170.0 1506 123.8 1960 181.6 1548 106.1 1080 154.0 1535 92.9 1960 152.7 1631
781. 170.0 1161 170.0 967 170.0 1381 1170.0 1118 170.01 1811 170,0 1250 170.0 1842 170.0 1360 152.7 1861 170.01 1414 137A 18811 163,1 1500 114.5 teal 147.3 1473 98.2 1861 139,6 1459 85.0 1681 137.6 1454
901n 170.0 1328 170.0 1144 149.1 1398 150.0 1218 IVA 1398 136,0 1108 111.0 1396 1121.3 1170 1 99A 1398 110.21 1162 69.5 1398 1101.61 1147 74.5 1398 09A 1122 63,0 1398 82.7 1105 55.9 1398 78.9 '1098
9910 WA 1229 151.5 1098 122,9 i229 127.0 11070 105.3 1229 111.2 1061 02. 1229 98.0 1044 8f.9 1229 89.6 1029 73.7 11220 82.4 1 1010 61A 1220 72.2 993 62.7 1229 65.9 977 46.1 1718 62.1 007
108 to 103.61 971 105.6 877 86.3 971 89.0 062 74.0 971 77.2 840 64.7 971 68.4 837 67.5 971 61.5 826 51.8 971 58.6 816 43.1 971 49.0 796 37.0 W t 44.0 702 37-4 971 40.8 771
11110 95.4 918 07.3 632 70.5 919 81.9 819 66.1 Ole 70.9 saw 69. 918 620 794 53.0 910 56.7 784 47.7 919 61.6 774 39.7 919 44.5 750 34.1 9W 40.2 742 29.8 919 37.1 732
120 In 75.5 706 76.8 716 02.8 788 64.5 705 53.9 786 56.0 895 47.2 766 49.4 698 41.9 780 44.4 677 37.7 786 40.5 $68 31.5 786 34.0 653 21.0 766 31.0 1 23A 64 780 24.4 031
1M In 43.7 646 M.2 604 384 me 37.0 408 31.2 648 31,0 491 27,3 646 28.2 455 24.3 546 2a.3 478 21.5 546 22.0 474 102 646 19.6 484 l6.6 348 122 456 13.7 648 16.5 448
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA-
An horCepacify Table be) ANCHORCAP-*m,.,,,,."
Substrata: 7AOoncrete aft Cent. Hogowcmu HOedCMU PTwooO Metal (DP_)XIt )=ANCHOR CAP.- �
5MG,Elco 14 SS Eko 5tte'EkO 1I4'SS Elto 610 Sted N12SIOW 812 Steel MULLION CAP., ,,,,."
AnchorCllp PattBmr Anchor lype3116•Bco Ultrrcon vt*Ekounracon Unraton 316•Elco Unman v4•EkoUnraeon Aggrea•or unreten AggmWar Screw(Go Screw(05) Screw(G) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge astarce 0.) 1" 2-vr 1" 2-vel am"t 11 2-lir r 2-lir r 3418, r 0.48* 0.54* O-W CAPACITY REQUIRED"CORRESPONDING TO AN
Embedn98 1314" 1-14* 1314' 1314" r 1-v4* 1-14' 1414" 1414* 1414' 1.M r 1818' lays• rales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchn@475'Min.O.C.ISlaWaraorOtfselC9p0'tg�tb 39008 390ICa 450 IDS 690Ibs t64dlbs 27G Ins 2809, WA Net 740Ibs 37dlbs 66dits 9d6tts 3d1bs 442935 560th, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 2.65*Mh 0A i 01anclad(or0W1)C9p 1119•,] 740lbs 74DU 630ft 1485 Me 1424 ft WA 560 to WA 695ibs NIA em Its WA 6521* OB5 to 112095 CAPACITY(FROM THE TABLE)OF THE SELECTED
SArchdst#1.7PMb►0.419tenvad(or Offset)Clp(Mg.dj 085 ns 090 75814, I"lbs NrA WA 105 Its NIA 7993bs NIA WA WA 110221bs Was %S0 SIG MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcinls4g3'MhLC.C.t(1}a6AO91oCepst(tl¢ 7801* 7 811691, 1560818 i8961bS oDs 56091s WA 7601b5 748!* e8010s 1802 me $82bs BBS ba 1120146 CAPACITY WHICH MAY BE USED TO QUALIFY
GArchors@3'MIn.0,0.IR)2c5AngleCIp91(Fl9 +vows '1170 Ole 1020th, 2340ws 2644 Mss a 840 as NiA 1140 to I 1122lbs 13201* 28M to 10221be INV9s 1660th, ADDITIONAL ANCHOR OPTIONS FROM THE
3Amhm@i.WMDtO.C.IU.CW[nlo.128ANm. 7Z NIA WA NLA WA NtA WA WA NIA WA NIA WA WA WA WA 079 ANCHOR CAPACITY TABLE.
6AaNnn@10.64'MIn 0AIU-Cap,lnlo,128*Akm fig NIA WA NIA WA WA NIA WA NIA WA NIA WA WA NIA WA 21 to PRODUCT R6
2Ancfgrs@1268"MirtO.C1RC9p(Fig 9) 370 w3 370wa 315819 Td95s 712+08 NIA 200 RE WA 316ibs NIA 440 Its NIA 341 ft 4420, 5601bs ostomplyit6dlvf
3Arc4xs141.71'Min O.GIF47�(Flg.lOj 443ws 625Ibs 979ws 979 Os NW NIA 36314, NIA 96011, N/A WA WA 611ws 6646, 0/0+08 Building Code
Acceptaneo NO
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. y-•/CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expirati Date
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.00G*
By Dade?
• • • • • • •
\111
• • SEE
SH ET I FOR
A METHODS.
INSTRUCTIONS
ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE. 4.000" :`'+ N
• • • • ,260"
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
0
• • LOCATIONS. (�
FiGURE 7: FiGURE& FIGUREG: FIGURE 10:
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT
' '' • • (FIGURES 5&6} (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
• •• • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2"X r X.25"MULLION
iN PAiRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYt�
• e• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.1&S S.S.OR 410 S.S. FL
TABLE13A
Mullion Capacity Table lbsW
Opening 1Mdth(for vertically-spanning mullions)or Opening Height(fpr horirnrdalltspemtrg mullions)
501n 60 In 70 in __80 In -0 In 100 N 1201n NO in 1160h
Redertgttisr 7)nplTdang. Recten9Wer 1Fapl7dag. Raclanguter Traglldeng. Redangtder TF80111teng. Rectangular ttapti)l09. RBctanglaT T1npfilang. RedangWar TrapiTdon. R3ctagtdor TroplTdemi. RaclBrguSar TrapJ7done-
2X6X.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LaadOrg Loading Loading Losdind Loading Loading
Alum.Tube
Mullion g 13 $ g 1 11
�8 � �� � 556 � � � � �Y. gc � �� �tL 'z^ �� �tC � � � .•�Ec � � 4 .`�EG � � � ��c„ �D_'
42 In 170.0 820 1700 435 170.01 744 1170 478 170.01 668 170.0 506 170.0 092 770.0 510 170.0 1116 170.0 $21 t70.O 1240 170.0 521 170.0 1488 170.0 521 1170.0 1735 170.0 521 170.01 1983 170.01 521
48M 170.0 708 170.0 524 t70.0 850 1170.01 581 170.0 002 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 077 170.01 1417 170,0 850 170.01 1700 170.0 1180 170.01 1983 170.0 650 1170.0 2287 170.0 680
$0.626 In 170.0 747 170.0 683 170.0 808 170.0 031 170.0 1048 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 ilO,0 1703 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 768
64 In 170.0 797 170.0 612 170.0 058 170.0 691 170.0 11 t6 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1504 110.0 656 170.0 1913 170.0 561 170.0 2231 170.0 081 170.0 2550 170.0 get
60 in 170.0 665 170.0 701 170.0 1003 170.0 797 1170.0 1240 170,0 870 170.0 1417 170.0 044 170.0 1594 170.0 008 170.0 1771 170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170.0 2833 170.0 1083
63 In 170.0 930 170.0 745 170.0 11116 170.0 650 170.0 1302 170.0 940 110.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 470.0 2231 170.0 1100 170.0 2803 170.0 1171 170.0 2975 170.0 1171
68 in 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1556 170.0 1088 170.0 1763 170.0 1165 170.0 1048 110.0 1210 170.0 23W 170.0 1276 170.0 2727 170.0 1288 '110.0 3117 170.0 1285
72 in 170.0 1083 170.0 076 170,0 1275 170.0 1000 170.0[2231
170.0 1126 170.0 1700 1170,0 11220 170.0 1913 170.0 1315 170,0 2125 170.0 1367 170.0 2550 1700 1458 170,0 2076 170.0 1529 iT00 3400 170.0 1530
781n 170.0 1122 170.0 037 170.0 1346 170.0 1..080 170.0 1704 1209 170.0 11794 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.4 1505 170.0 2892 170.0 1628 170.0 3149 170.0 1684 170.0 3589 170.0 1705
761a 170.0 1151 170.0 007 170.0 1381 570.0 1118 170.0 170.0 1250 170.0 1642 170.0 1389 170.0 2072 170.0 1474 170.11 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1189
90 N 170.0 1326 170.0 1144 170.0 1594 170.0 1326 170.0 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1703 170,0 2650 170.0 1916 170.0 3168 170.0 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2301
90 N 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 170.0 t622 170.0 2267 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2095 160,0 3109 170.0 2335 137.1 3189 188.8 2470 120.0 3199 156.1 2428
1081n 170.4 1594 170.0 1400 170.0 1013 110.0 1047 170,0 170.0 1610 170.0 2550 170.0 2070 164.8 2761 `170.0 2211 149.3 2781 161.2 2333 123.0 2761 140.4 2281 105.9 2785 125.9 7234 92.7 2761 118.0 2100
titin 170.0 1638 170.0 1454 170.0 1968 170.0 1700 170.0 170A 1932 170.0 2021 170.0 2149 151.8 2832 162.3 2245 IWO 2832 1411.4 2218 113A 2832 128.4 2166 97A 2832 115.1 2126 85.4 2632 100,3 2000
1201. 170.0 1771 170.0 1586 110.0 2126 1700 1859 164.4 2 1599 1991 135.1 2252 141.4 1064 120.1 2252 1272 1036 108.1 2252 118.1 11915 80.1 2252 98.0 1872 77.2 2252 88.9 1836 67.8 2252 81.4 1608
144 In 125.1 1584 128.8 1445 104.3 1664 109.1 1425 009 1881 Bt.5 1407 78.2 1564 80.7 1390 00.5 1804 72.3 1373 62.8 1584 65.7 1368 621 1561 56.0 1330 44.7 1561 49.2 1305 39.1 1581 44.9 1283
TABLE 189
4 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca aci Table(Ars) ANCHORCAP.,,,,,,_
Sabelate: 23k Concrete 3.5k 0M. HWIowCMU Filled CMU I'TWood Metal (11)0-)X( )=ANCHOR CAP...
5/i6'Eke 1/4•SeEYeo SttB'Eko ft4`83Eka 0109tee1 8128tae1 1112Staai MULLION CAP.,, -
AnchorClip Patt07M 1"c rye' 3118•Eko Uibaeon 114"Elco UlUaoan Ubncon 3/16•Eko Utrxon v4'Eko Uitecon AggraG•lor UBrecon AggreGalor Screw(05)Screw(05) &Lew(05) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge ptetence gill . 1• 2-tm r 2.irr "10* 1- 1 2-tre r 2-irr r 3-U8' r 0.48• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment enl tato• 1-314` 1-314• 1-14" r 1-114" 1414" 1-114• 1414' 1414• 1.1/4 r I-Tr 1318• %edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm @ 4.76'Min.O.C./Standard or(net Clip(Fig,182►: 900166 390Ibs 460Ibe SW W 1644 Rw 270 Ie.1 280165 354 M 7401110 374 be 684 The 9401be 341 lbs 442Ibs 560 the OPENING,WHEN 1T 18 LOWER THAN THE MULLION
4Anchars@4.6rMkLO.C.IStandard(a(Mset)(NP(Fq.3l 7811100 700160 Woft 1760 Me 3Mft 540160 560 the 70eibs 14801be 74816e 1272 The 1692 lbs 682.0 885 Ica V120[be CAPACITY(FROM THE TABLE)OF THE SELECTED
a Anchaa @ i.Tr Min.O.C./Standard(009set)Clip(Fig.411 1180163 1400[be I 1010lbs 2595Ib3 I WA WA 040 lbs WA 1065 We WA WA WA 1363 ce 11770[be 224D W MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors @ r Mtn.O.G 1(2)2d6Argie CUP Ift.5): 180160 780 Ica 880 ras 1560163 I i8961D:t 540 be 560161 WA 76OIbs 746160 880 lbs 1692 lbs 682 brt E851ba 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchom a 7 Min O.C.1(2)285 Anpla CMps/(Fig,Or, 1560lbs 1580 I61 1360 lbs 3120 lbs 3792Ibs 1080Ibs 1120 ros WA 1520 The 1490 be 1760 ros 3704 Ib3 136310.1 1770 iba 2240 roe ADDITIONAL ANCHOR OPTIONS FROM THE
12 Archote 0 I.V Min.O.C.1(2)205 Angie CApe f q.7): 1060 @0 21001bs 1440 Pa 37601W WA WA 1320 IM WA 15001be WA WA WA 2045 9» WM Il s 3360 On f!CHOR CAPACITY TABLE. PRODUCT RE
4 Anchors @ 1.34`Min.O.C.J U-C11p,Ntc.125'Akan.(Fq.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430160 as complying v
8 Anchoe QI 0.64"No.O.C.I U-01p,Into.125 Aker.(Fig.Oy WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 ro3 1--2.000"-'"1 Building"a
2AnchorsQ4.68'MeO.Cl1t2pjFIg.10): 3001W 390160 45063 890 the 1818163 270166 280166 3541W 74D8a2 374160 630 W3 948160 341 ft 442[be 560160 AcceptatceR
4 Anohoa 1.71•MIn.O.CJ F (Fq.111 69D roe TOO In 605 lbs 120Ibs WA WA 410 The WA 533 IM WA WA WA W2Ib3 an Ibs 1120163 .250, Eli
11011 Dot
NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By
Miam d!a t'
FIGURE 1: FIGURE 2: FiGURE 3: FIGURE 4: FIGURE 8: FIGURES, FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON l'
• • • • • • • • •• • • LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. >> ;
• • • •• • `���ON
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �a�,•' y
• • • •• • 8.000" � Q-•'
• • • • • • .• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =3.•' (.
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 6: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE O
• • • • 0 • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '•'}1
(FtGURM CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WiTH AN SG OF 0.55,ALUMINUM SHALL BE 6083-T5 AND BE A MiNiMUM OF.125°
• • • • • • • • US SD NE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO
PAIRS BE AT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25" A.LY
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION F1
TABLE 14A
Mulllon Ce ae Table IbaHtt
Opening Width(forvsnical{y-spanning motions)orOpeninp Helght(forhodzattTaiyspaMng muflons)
50 in 60 In 70 In gain 901n 400In 120 in 14 In 160 In
RL* ar TI�ng.
RectangularaTree. Rech Tre�Ing. Rectangular Tree. RLoadkaz Toa Rft ectangular jar T oa rg. R agar Trep?tAre. Rectangular Tree. Rectangular Trete dro.
1,28'x 2.11"
x ube Mull
Tubo Mull
42 In 14L2 Ste 167.0 428 120.2 528 14&S 419 103.0 $26 138.9 414 00.1 628 134.6 411 801 628 134.1 411 721 526 134.1 411 60.1 628 134.1 411 51.5 826 134.1 411 45.1 $26 134.1 411 C
46 In 9&6 403 10&0 333 80.5 403 84.7 325 69.0 403 8&4 320 WA 403 81.4 317 63.7 403 79.1 316 48.3 403 7&6 314 40.3 403 70.6 374 34.6 403 76.6 314 30.2 403 78.6 314
60.025 in 82.3 362 91.0 301 68.0 302 79.3 294 5&S 362 71.9 289 51.6 382 87.2 286 45.7 362 64.6 284 41.2 302 83.8 283 34.3 302 63.6 203 28.4 362 63.5 283 26.7 382 63,6 283 z
541n 67.8 31e 74.1 267 56.5 318 84.2 261 40.5 318 57.7 256 424 318 53.5 253 1 37.7 318 60.8 250 33.5 318 49.5 249 2&3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248
t)
60 H 49.5 256 63.1 219 47.2 268 46.7 214 35.3 268 40.7 210 Will 258 372 207 27.6 258 34,9 204 24.7 258 33A 203 206 258 32.2 201 177 258 322 201 16.5 268 32.2 201 f
03 In 427 234 4&6 200 358 234 39.1 105 30.5 234 34.7 192 25.7 234 31.6 1B9 23.7 234 29,4 186 21.4 234 2&0 184 178 234 2&6 183 15.3 234 2&5 183 13.4 234 28,5 103
68N 37.2 213 39.4 183 31.0 213 33.7 179 2&5 213 28.6 176 23.2 213 27,0 11 20.6 213 25.1 170 18.6 213 23.7 169 15,6 213 22.2 187 13.3 213 220 i58 11.H 213 22,0 168
721n 20.8 179 30.1 155 23.9 179 25.6 152 20A 179 22.5 149 17.9 179 20.3 147 i5.9 179 18,7 14fi
761. 24.3 181 26.4 140 20.3 101 21.6 137 17.4 161-1 79.0 135 16.2 i6! S70 133 _
781. 226 162 23.6 133 1&8 152 19.9 737 !&1 152 77.6 12S
1
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: '
Anchor Cepactly Tablepbe) ANCHORCAP.,p,a•
Srtalratc' 2.7k Concrete 3.9c cow. WON CMU F91edCMU PT1Nood Metal (DP_)X� }=ANCHOR CAP. I
b18•Eko 114•SSEko 6116•Eko 174'SSEko NtOSteal N12Sleel #12 Steel
MULLION CAP.,,, ,,
AnchorCltp Patterns5116•Eko Ullnr:tn !l4•E1to UNracan UMaxm 911s•EkoUMraeon 114•Eko wlracm A"reWar 011aco. Ag7e0aW Scraw(w)Screw(GS) Strew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
EdgeCBstarce(Inx r 2.12' r 242 3418• r 2-t2• r 2-12" r 3-ile• 2' a.4a o.54• 0.320 CAPACITY REQUIREW CORRESPONDING TO AN
Emneonmt Mk 1.614• 1314' 7.014• ia/r r 1-11d• 7-vd• t u4 1-t»• 1 itP 1-v4• 2 136• 1318• va lea ACTUAL PRESSURE REQUIREMENT FOR THE I
4ArxMisO3'Wit O.C.t(2)2r5Arglepipsif 1> 780taa 76qus 69otm tseglos '11196 lbs 54oma 56o1cs WA I 7W M& 7481A B6ntm 1192%a 552 las I B96ms I 14MO1e OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT W ILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFYS
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1286"
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �` 1`1 04UCT 116�
as complying%vi
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Building Coda
FIGURE 1: AcceptancaM
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expiration
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116" BY
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dada
ANGLE CLIP MUST BE USED IN PAIRS. 125" 1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATK)NS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11"X.125'MULLION Q�`
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = t;
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
jrI
A.LY
F
TABLE I5A
Mullion Capacity Table Ibste=
Oponing Width(forver icaksparrIlng mtMons)or0paning Haight(for horizorlta%Lspan-irg mttiions)
50 In SQ In 70-In 5010 901n 1ooln 120 In 1401t 16010
Rectangular SroprMong. Rectengsdnr TtepJ7Ylen9. fiectengtdor Trep?ileng. RecteniNor 7tap+Tdeng. Reelengulsr 7tepliltaig. Recte++gtder TmpflOeng. Reclengalsr TrePIlBeng. Recten9ulnr nep/rdmg. Rmtengalu 7teplydeng.
3.26"30 Loading Loading tooting Loadng Loafing Lowing $???Loedn9 Loafing Loacarm Loafing Loading Loadr9 Loafing Lowing Loading Loadng Lowing tasting
DAYMULL
i Al H . A i u
421n 170.0 620 170.0 435 [170.0 744 170.0 475 170,0 066 170.0 500 170.0 892 170.0 519 f70.0 1f1S 170.0 521 170.0 1240 170,0 621 170.0 1488 170.0 521 170.0 1735 170.0 621 1491 1740 17" 521
48 in 170.0 70a i70.0 524 650 1700 884 1700 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 f417 170.0 SW 1622 1522 1700 6$0 130.6 1522 170.0 680 114.2 1622 170.0 080
50.6nln 1700 747 110.0 503 688 1700 631 170.0 1046 176.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 758 117.3 1443 170.0 756 1026 1443 170.0 750L
641a 170.0 707 170.0 812 856 170.0 091 170.0 1116 170.0 754 170.0 1276 170.0 603 160.4 1353 170.0 637 144.3 1353 170.0 668 120.3 1353 170.0 601 103.1 1353 170.0 Of 90.2 1353 170.0 601
6010 170.0 535 170.0 701 1003 170.0 707 167.0 1216 170.0 676 140,1 1210 170,0 844 129.9 1218 159.6 MO 116.9 1216 152.1 924 97.4 1218 146.1 013 53,5 1215 1481 913 73.1 1210 1481 91363b 170.0 930 170,0 745 1118 170.0 650 150.2 1150 169.8 033 131.4 1160 163.0 9114 116.8 1150 141.9 $90 105.1 1160 134.2855 87.6 1160 126.7 871 75.1 1150 128.2 570 65.7 1160 1282 870
S6 in ino am 170.0 T69 1 . 1058 166.6 x61 130.6 1048 USX 884 114.3 1048 133.1 650 101.6 1048 123,4 639 91.4 1048 116A 830 78.2 1048 109.4 e21 65,3 1048 1082 818 67.1 INS 1082 618
a 12 in [59.4495
0 147.9 784 117.4 690 1260 748 100.6 $80 110.6 734 880 880 100.0 722 70.2 880 92.0 712 70.4 6110 602 703 68,7 850 79.2 693 60.3 080 76.6 668 44.0 880 76A 656
76 in 0 125.1 690 99.6 700 10&4 076 85,5 790 93.3 663 74.5 790 83.9 602 66.5 790 70,6 643 59.9 790 71.7 635 49.0 790 05.1 624 42.6 700 62.1 810 37,4 790 61.$ Sf7 ,
70 M 0 115.6 657 92.3 760 98.1 644 79.1 750 $5.9 632 09.2 750 77.1 621 61.6 760 70,6 612 65.4 760 66.7 605 40.2 750 69.4 594 39A 760 662 686 34.6 750 65.5 5118 I
go In 3 74.4 600 60.1 683 82.0 491 61.6 693 64.6 483 45.t 583 48.9 416 40.1 563 44.4 409 38.1 563 40.9 482 3Q0 563 30.2 452 25.0 663 33.3 445 22.6 563 31A 442
9010 5 81.1 443 49.5 495 61.5 435 42A 495 44.8 427 37.1 495 39.0 421 33.0 496 381 410 29.7 485 332 409 24.6 495 28.1 400 21,2 405 20.6 384 18,8 406 25.0 390
i0sin91 47-6 353 34.8 391 35.9 340 20.0 381 31.1 342 26.1 301 27.8 387 232 391 24,9 333 20.9 301 22.0 328 17A 391 10.1 321 14.8 391 17.6 315
NtIn70 392 335 32.0 370 33.0 330 2TA 370 28.6 326 24.0 370 25.3 320 2fA 370 220 31S 19.2 370 20,9 312 18.0 370 18.1 305
1201n17 30.9 269 25,3 317 26.0 284 21.7 317 22.5 260 19.0 317 19.0 276 f6.9 317 17.9 27320 17.8 203
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity T6bla be ANCHOR CAP.,,„,,,,•
substrata: 2.7k Caaorete 3.5k cora. HaxawCMU Filed CMU PT wood Metes (DP-)X =ANCHOR CAP.-
5116•Eko 7l4"BSEko 5/f6'Eko 1!4'BSEko 00 Steel #12 Steel 012 Steel
MULUONGAP,,,�,,,,,,,s
Anchor CI1p Patteme
Anchor Type: 3118'Eko ul6acm 1!4•Elco Uxmcon U+8mm 3116"Elea Ultrmm I14•Eka Ulbacon Ame0atar UAmm AggreOata Scmw(05)Serav(G5) sefew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Distance$n?: v 2-UT r 2-IM 3.118" r 2-lir r 2-IM 2• 3.116• 2" 0.46• 0.50 0.324" CAPACITY REQUIRED CORRESPONDING TO AN
Embedment On 1314" 1314' 1314' 1-314• r i-iM• 1-114" 14/4" 1-114- 1414" 1414' 2' 1316" 1 w w,tes ACTUAL PRESSURE REQUIREMENT FOR THE
2AnahsmQS'Nit O.C.!(2)2a5Ar0CHa!{Fig.1. 390 PA 390 lbs 450 RE 890 Ms 17009* 270 Ms 280tbs 354IDs 740" 374IbS 7201bs 046ft 341 ft 4421be 511oMs OPENING,WHEN iTiSLOWER THAN THE MULLION
4 Anchors @ 3,5•Min.O.C.1(2)2K5 Angle CIPS 1199.2): 780 gas 780 gas 700 ft t810 The 2625 ft 540 M3 5801bs wA 1121)1b6 748166 690(W 1892156 662 abs Sol ft ii20 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anctom a 271"���.O.c.!(2)2x5 Angle Cbs 1(Ff9.3k 1120 ibs 1120 Lbs 058lbs 7148104 2254 wa wA 640 abs wA 1650#ba WA f32a 16s WA 1022 ibs 13271bs 19801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. >3 muer R51
FIGURE 1: as complyiq wi
TABLE NOTES: 71n1tding Code
Amptance No,
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. imt ea�a
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi Dadaln
ti
3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. VBAY �` `��.•'�(
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 50•
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-76 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND M
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �� �•.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �f 1I
A.LY�I'
FL
TABLE 16A
Mullion CapsolivToble bene
Opening Width(tor 1erticaksirarrirg mti(ions)or Opening Height(for hodmntakspaming mtigom)
so to so In 74In BD in 1 901n 1001n 1201n 1401n ISO in
Rectangular TlopMem. Rectangular Treprrdang. Rectmwlar Trep111lerrp. Reclengtler Twpfrdang• Rectrurgolar TmpMmV. ReclargWar TMprrrWV. RectawAar TreprTdang• Reciangliar Traprrrlaw. Rectangular Trepfrdeng.
3,26"46 Leading toadrrg Lowing Lowell loading Loading Loading Landing Loading Lathing Loading Loading loading Loading Leading Loading Lowing Leading
BAYMULL
4214 170.0 020 170.0 435 170,0 741 170.0 478 174.0 886 170.0 508 170.4 DB2 174.0 510 170.0 1118 170.0 521 174.0 1240 170.0 S21 1700 1458 170.4 521 f7a0 1735 170.4 521 1803 1871 170.0 521
481n 170.0 705 170.0 574 170.0 850 170.0 584 170.0 992 170.0 1 630 170-01 1133 170.0 1 681 170,0 1275 170.0 077 170.0 1417 170.4 850 183.7 1837 170.01 850 140.3 1837 170.0 680 122.8 1037 170.0 Sao
60.826tn 170.0 747 170.0 503 170.0 doe 170.0 831 170.0 1046 170.01 084 170,0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 147.1 1552 170.0 755 128,1 1552 170.0 750 110.4 1552 170.0 7511
541n 170.0 787 170.0 812 170.0 850 170.0 591 170.0 1118 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 155,2 1455 170.0 $58 122.3 1455 170.0 861 110.6 1455 170.0 Set 07.0 1455 170.0 081 C
Bolo 170.0 885 170.0 701 170.0 1063 `170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 044 139.7 13M 170.0 990 125.7 1309 103.5 884 104.0 1309 1ST.! 902 89.6 1906 167.1 982 75.8 1308 167.1 682 f
63 In 170.0 830 170.4 745 170.0 1516 170.0 850 102.0 1247 170.0 940 142.5 1247 164,5 0#3 128.7 1247 152.6 065 it4.01 1247 144.3 952 95.0 1247 138.2 938 SIA 1247 1135.7 935 71.3 1247 135.7 935
68 In 170.0 974 170,0 789 170.0 1189 170.0 803 140.4 1190 103.7 085 120.0 1190 147.9 945 115A 1100 138.5 028 103.0 d6-0
120A 914 86.8 1100 118.5 age 74.2 1160 118.1 803 64.0 1100 INA 893
3 721n 181.0 1010 189.8 677 131.7 1010 144.6 656 115.0 1010 127.2 812 101.0 1010 111.7 828 8e.e 1010 tOSB 817 60.8 08.0 007 573 1010 908 7B5 57.7 1010 67.8 7W 50S 1010 57.7 789
76 In 131.1 000 143.8 792 114.5 906 122.0 775 90.1 008 107.1 761 85.0 808 902 749 78.3 906 602 730 W.7 82,3 720 57.3 888 74.7 lie 46.1 800 71.2 710 42.9 900 70.8 708
Te to 127.1 601 132.5 751 105.0 Sgt 112.5 738 94.5 bet 88.0 125 79A 861 05.5 T13 70.6 act 61.0 703 03.6 75A 094 53.0 661 68.1 661 45,4 581 64.5 675 36.7 881 633 672
00 In 827 1148 55.4 574 68.9 818 72t 554 59.1 646 02.9 554 51.7 8411 56.1 $45 40.0 646 50.9 637 41A 47.0 530 34.5 848 41.5 519 29.5 648 38.2 511 25.9 846 30.6 501
98 In 682 See 70.1 506 58.8 566 59.1 409 48.7 SM 51A 491 42.8 See 45.8 453 37.8 See 41.4 470 34.1 e 35.1 470 28.4 See 33A 459 24,3 See 30.5 452 21.3 668 28.7 447
I
105 In 47.0 MB 40.8 405 38,9 449 412 309 34,2 449 35.7 393 20.8 MO 31.7 307 288 449 28.0 382 23.9 M9 26.1 377 20.0 440 22.7 age 17.1 MB 20.1 361 15.0 41B 18.9 350
7111n 44.1 425 45.0 365 38,8 425 37.9 370L24.9-[
.6 425 32.6 373 27.6 425 20,1 387 24.5 425 28.2 302 22.1 425 24.0 350 18.4 425 20.7 3So 15.8 425 18.0 343
1201n 34.9 364 35S 331 1'.-ain
320364 25.6 321 21.6 354 228 317 10.4 384 20.5 313 17.6 364 15.7 309
144 In 20.2 263 20.4 233 230
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: >u'
ac
substrate: 2.7kConcteto Anchor Ca i Table&5k Cow. HoSowCMu Filed CMU PT Wood Metal (DPANCHORCAP.,,o,,,,�,)X� N=ANCHOR CAP.-
ti116•Elco Ifir SS Elco 5/19• W 1H•SS Elco 010 Steel 012 Steel Nt2 Steel MULLION CAP.,,,,,,,,,,,"
Anchor Clip Patterns "TYPa 3116'M uluacon Ira•Ecco Ulhaem Ullman 3118•Eko Utttacon• !r4•Eke Ullmcm AvvmGabr U taoon AggteGater Screw(G5)Setuw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge thtenae(in): 1• 2-trr r 2-71r 3-1re• 1• 1 2-1n• 1 1• 2.1a• 2• 3•1ir r 0.481 0.5a• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment fink, t-314• 1314' 13x4' 1.314• r 7.114' tato 11/4' 7-714- 14W 141 r I-vr 1.3x5' trades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclgre4g5MIn.O.C,/l2)2a5ArpkCepslQ:Ig.1): 3905>s 390 ba 45glbs 89plba 17001bs 270168 2BOtDs 354 IM 740 We 374 lbs 720 The wg9a 3a1Poa 442164 686tbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anabors @ 3A*No.o.C,r R)7115 Angle C9pa t(Fig.2k, 780164 760 lbs Igo Me 1670Ibs 25251tu 544 IM I 580164 WA 112D IW 7461ea We lbs 1692 lbs 682res s85 Lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anchors@ 2.7P MIA.0.111(2)2x5 An*C9p3/(Fig.3177201bs 11201bs 050 lbs 2240 lbs 22541bs VA 840lbs WA 10591ds wA 13201M wA 1022 1327164 1650168 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE. PItoDUCC REV
FIGURE 1:
TABLE NOTES: as complying wit
Huiiditrg Code
Acceptance No
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, ExRation Datc]
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
FIGURE 2;
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mian Ftor
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. >>>
• * • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 125" 45°
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
V�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,260° Nr
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125' _ G�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT = �)
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°MULLIONBAY BAY
• • LION
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. (}^.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS,
A.LY
FL
1.000'
I- 1.266'-•
1.00(" 1.000"VIZZMO
.125'
.125" 125' 2.760" 2.750" .125' 3.125"a6010
26" 3.188"
2.000" 2.000'
R900 *
25'
2.116^
125" .265'
375"L375" l" " 125"
r
1'X2'X.126'MULLION 1'X 2'X.375'MULLION i'X 2.75'X.375"MULLION 7'X 2.75"X.654'MULLION 1'X 3.125'X.5"MULLION 1.25'X 3.188"X.265'MULLION 1.26•X 2.11"X.125'MULLION
6063-T8 ALUM. 6063-T6ALUM. 6063-T6 ALUM. 6003-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM.
XSECTION XSECTION X-SECTION X-SECTION X-SECTION 7-SECTION X-SECTION i
I
11 TABLE A
STANDARD CLIP I 2X5 ANGLE CUP
6083-T6 ALUM. i 6063-T6 ALUM. Dimension Value(ln) For Mullion:
2.000' ( X-SECTION ( 2.125"
III U-CLIP 2.400" XSECTSON A 1.825
I 1 6063-TO ALUM. 125" 8 2.854 1'X2'X.125'
E.12 X-SECTION Aluminum
C 0.895 Tube Mullion
125"� ` D 0.740
.740"F� A 1.125
B 2 404 1"X2`X.375"
6.500^ Aluminum
3.126" CUT HERETO .375" 5.440" (( C 0.635 TUbe Mullion
376" _CREATE F-CLIP.SEE MIN. �^ 376"MIN. I+- D 0.490.
MIN. DETAIL F,SHEET 4
_ .338"MIN. A 1.875
i T
A A U-CUP A r -� -- B 3•� 1"X2.75^"X
L.- -----J t-------- 6063-T6 ALUM. `-' -------------------- 2X5 ANGLE CLIP C 0.757 .375Aluminum
TOPViEW
6063-T6 ALUM. D 1.118 Tube Mullion
STANDARD CLIP TOPVIEW
6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E 450 Mtn.
DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZCEPNTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X 2.75"X
WITHIN THE DASHED BOUNDARY.SEE OLE MUST HOLE DIAMETER:ANCHOR DIAMETER+1176". B 3,000 $�+
SHEETS 5 17 FOR THE ANCHOR O.C. ITHIN THE HED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum
DIAMETER:ANCHOR DIAMETER•1116'. SHEETS 5-i7 FORTHE
ANCHORO.C. TABLE B D 0,836 Tube Mullion
DISTANCE.MAXIMUM POT Pen# s"RpgUCT RFy
ANCHORHOLE Mull Dimension(sheet a) A 2.000 1"X3.125•X
5.500" .375" DIAMETER:ANCHOR ( ) Mullion Std.Cil Offset ClI U-Cl1 An le C11 B 2' 7 .500"Alum as complrna,vtt
.375" 1 MIN. DIAMETER+1116". P P P 9 P C 0.883 Building Code
MIN. i"X2"X.125"(5) 66605 686113M 6661118M 666243M 668511M TUbe Mull Aceirelli eat
D 1.137 pirett Data
r---- -------I------------� VX2"X.375"(6) 666006 666114M 6661119M 666244M 666512M
A 2.825 By
f X 275"X.375" 1.25'X 3.188" Mian Do&Pre
k (7} 66607 666115M 6661120iV1 666245M 666513M 8 3.262 X.285'Alum
I i g 1"X 2.75"X.650"(8) 66508 666116M 6661121M 666246M 666514M C 0.862 Tube Mull t� i
r i--- ---i D 1"X3.125"X.5017'(9) 66837M 6661116M 6661114M 666242M 866515M D 1.762
r I i 1.25'X3.166"X.265'(12) 66641M 6661117M 6661113M 666241M 666516M 1.28"X2.11' �`` ,•'��c
' ------ ------a A 1.813 .121"Alum "r
I 1.28"X 2.11"X.125"(18) 69370 N!A N/A NfA 666517M - Tube Mull =:i'. Id
C OFFSET CLIP NOTES:
.125" 6063-T6ALUM, .
I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.740' -� ~'��j�•..
f 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.614
FL
--� 1.000" --j 1.000" 1.Os2°-1 1 740"
I
.125"STANDARD CLIP4.02.125" 2X5 ANGLE CUP
4.000" 5" 2.000" 6083-E ALUM. U-CLIP2.000',125' 1 X SECTION 6063-T6 ALUM.
8083 76 ALUM. X SECTION 125'125" X-SECTION.125" 125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
125 DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
.375' " ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
HOLE DIAMETER:ANCHOR DIAMETER+1H6".
1'X 4"X.125' 1'X 4"X.375" 1'X 4"X.375" T 5.600' 5.000' 375'
63
MULLION MULLION "T'-MULLION CUTHERETO 375•
6063-T6ALUM. 60 -T6 ALUM. 6063-TB ALUM. 375" 3.125'--'j _CREATEF-CUP,SEE MIN.
X-SECTION X-SECTION XSECTION MIN j DETAIL F,SHEET
1.250' I I I I -------�I .375"
rj-J------- -----------
j
F IIII
i IIII
3
r--------1 CENTEROF MIN.ANCHOR HOLE
1.250' MUST LIE WITHIN
THE DASHED
BOUNDARY.SEE
SHEETS 5-20 FOR 1 ---_____
THE ANCHOR O.C.
DISTANCE.
3.94" MAXIMUM
ANCHOR HOLE
3.250" 3.260' { I DIAMETER: I 1
100" 100' J _----- J ANCHOR I I
.100' ------ I - DIAMETER V16".
---------------------�
2X5 ANGLE CLIP
rC STANDARD CLIP U-CLIP 6083-T6 ALUM. m
100' 6�4' " CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T8 ALUM. TOPVIEW
820" I- --H .B20" )► -+I .820" 1� WITHIN THE DASHED BOUNDARY.SEE
TOPVIEW TOPVIEW
1.25"X 3.25`X.100' 1.25'X 3.25'X.824` 1.25"X 3.04'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
DISTANCE.MAXIMUM ANCHOR HOLE EH
Value(In) For Mullion: Dimension Value(in) For Mullion:
MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER+1116`.
6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. 687 X4' F 1.938 1.25'X3.25"
X-SECTION XSECTION X SECTION 1.00D .125 O 0.500 X.824"
2680 Aluminum H 1.438 Aluminum
3.489' 5'500" 3.000 Tube Muilion 1 3.250 Tube Mullion
2.881" 125• .375' 375" 3.187 1"X4"X F 2.625 1.25'X 3.94'
1.877" MIN. 0.757 .375' G 1.125 X.624•377 12b' _ 2430 Aluminum H 1.600 Aluminum ,.3.000 Tube 8'T' I 3.250 Tube Mullion sz complying wi
2260 1.25 X3.25' F 2.813 30'ee MuH Duildingc ode
0.750 X.100° F 2.875 45'Be Mull Acceptance No
126" I II1.500 AluminumB pimti Dat125' 45° 2.250' 1IiI3250 TL6e MAdlion py
30° I i H Mitun Dodo r
I TABLE D
I
3.250°45°BAY MULLION 3.250" I I I 1 \�
I I I L_ ___ J Mull Dimension PGTPart9
30°BAY MULLION 6003-TB ALUM. -------� - - �(
6083 T6 ALUM. I X-SECTION (sheet 0) Mullion Std.Clip OffsetClip U Cllp Ample Clip
X-SECTION I 1'X4'X.125'(10) 69384 668111M ON1122M 666241M 666510M
G OFFSET CLIP •- �-
125" I 6063-T6 ALUM. 1"X4X.375"(11) 66610 666112M 6661123M 666242M 666519M
.228" �-.981"+1 .226°� ,981"� 740"
TOPVIEW --r(11) 66853 666112M 6681123M 686242M 688519M
NOTES: rt 1,25'X3.25'X.100'(13) 20160 6661127M 6661124M 65M410M 666511bM
1.25'X3.25'X.624'(14) 20181 6681128M 6681125M 6682411M 6665116M
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.024"(15) 20162 8681117M SW1126M 666241M 666617M
2)SEE SHEETS 5 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS.
30 Degree(19) 66649 WA WA WA 6585110M �' '� •
45 Degree(29) 66650 WA WA WA 6665110M
A.tY
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL
TABLE E
MUII Dimension
PGT Part#
(sheet ) Mullion Std.Clip U Clip Angle Clip
I ~1 ~•125' I --�r-.125" L ,126'
2"X4"X.25"(18) 86802 888281M 888271M 0685112M
1
r- STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP C
2 X 6"X.25-(17) 66604 666202M 666272M 6685113M 6063-T6 ALUM. ` 6063-T6 ALUM. 8063•Te ALUM.
2.000' XSECTION 2.125 I X-SECTION 2.000' XSECTION
NOTES: I
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125" 1 126" L 126'
L 11
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. `
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE {-1.490--- I T
HOLE LOCATIONS. . 1.490"
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500"
CUTHERETO 6.000' 375" I
3.600' CREATE F-CLIP, 375, MIN.
2.000" .375' _SEE DETAIL F.
MIN. 375"
MIN SHEET4
-------- ---�-- -------� -- -- i---------------------i c
I I I I
I I I I
4.000" I I I ------_I I
-I-- --- --t- 3.438" @ + 3.438" T I
.250" 2'X 4"X.25' t i I 3.438' j
MULLION
6063-T6 ALUM. j I I 375"
XS£CTION
---------
------� L---------------------J MIN.
L_--------
_--___ ___I_-- -- --
2X5 ANGLE CLIP
L- STANDARD CLIP U�LIP,6063 T8 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE 6083 TB ALUM. SED FOR 2'X 4"MULLION,SHEET 18
250• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/18'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". 5.000"
r-2.000'-^j .375' 3.600"---� CREATE F-CLIP, ,375' .375"
SEE DETAIL F.
MIN. �-SHEET4 MIN. '-MIN.
.375"
----- ------------------__ ---_-- ---_-__.� - -- _- r----------------------
I I I I
I I I I I I
I I I I I I •-RPA)UCT REV
jascanplyingwil
I I I BnildhigCode
j I I I I I Acceplance No
I I 1 I I E pifalion,Dale�
t I 1 I I BY
I I
I
-L 4.888" � +-- -----1 Mian !ro
.260" 6.000" -j- -t-- - 1 t 5.438' I I t l l I
t
6.438' I 5.438'
I I I I : �� .• �\S
I I I I
2"X 6"X.25" I I F',•'
MULLION No
i I i I I I '
6083-TSALUM. i " '
XSECTION 1 I I I I MIN. /1
I I L------------ -'11 [� t
'. S"i
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP
250" 8083-T6 ALUM. 6083.76 ALUM. 6063-TB ALUM.
TOP VIEW USED FOR Y X 6'MULLIO SHEET 17 TOPVIEW
TOPVIEW A.LYNI
FLF
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0160.0 PSF.
No ANCHORS IN HEAD
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=6W.REFERENCING SHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD
FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. r
PRODUCTS SHEETS
APPROVAL,--,
PPROVAL 23 '
FROM TABLE 4A.SHEET 8,THE 1"X 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION
LENGTH 4 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL.
SEE
�f DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
r 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY,
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
32' 32'
MULL WIDTH (60 PSF)X 1636 LBS )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WID11 V 72.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.0%55.0 PSF.
FOR THE VERTICAL MULLION:
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72•+1'=105'AND THE OPENING WIDTH IS 36'+36'+1"=73.REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL
EXAMPLE 2:MULTIPLE MULLIONS
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A,SHEET 7,THE 1'X 215'X.375'MULLION(LENGTH=108",OPENING WIDTH=80)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 ASF
MULL WIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
SEE DETAILS, !
32• FENESTRATION $MEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36+36'+2•=74,NOT 73"AS PREVIOUSLY
PRODUCTS 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL THE 73"DIMENSION(35.112'+35.112-+2"=73').
r r - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED
CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MUL LIONN .-J L J - J USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
•-SEE '-,-SEELENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6
OPENINGSHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEFOR IGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HO I. i� MULLION TYPE COULD BE CHOSEN.
/
LION 72
MUL • �// /f/ PRODUCT RE
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALJTRIANGULAR LOADING MAY BE fig compt'n iv
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(Q LENGTH=42",OPENING HEIGHT=1200 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Building Codd
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Acceptance No
SEE ' Pillion Datc
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH BY Dade M
2a (4)3H 6"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
L
ULL LEN IGTHMULL LENGTHJ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. •.,:{;'
- i
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; /O
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION).
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. (�'•.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY4I
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZDIDALfrR1ANGULAR LOADING:
1 -{---
-t---- PW PW
PW 1
I
I
L[H10H
SH/DH SH1DH SHIDH 1PW PW
t
1 I
I
°°
1
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION �
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I
�} (t HINGED
DOOR
i
SGD
LOADING OF VERTICAL MULLION
PW i
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION
PW f/
l I
Pw PW
/ i --- _,�_l, �_ Pw
PW
ZIA /X
SH1DH Sti1DH SWDH SH/DH I
Q Q F /J � f/
l 1
SHIDN
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION r r
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
i PW PW HR
_—_
1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I
MULLION
P
DOOR
HINGED NATES:
PW PW i ,•it(t1UCTRE'
.t5 Complyln$lY
i)DRAWINGS ARE DutidingCoda
1 RERESENTATIONS OF TYPICAL Acceptanco No
1 PW CONFIGURATIONS. E lint' Datc
i PW CONFIGURATIONS NOT SHOWN
f f f 1 MAY BE EXTRAPOLATED FROM BY
THOSE SHOWN. MianCa
2)IF THE LOADING TYPE CANNOT
BE DETERMINED,USE
I f RECTANGULAR LOADING.
PW PW
1 3)SEE PRODUCTS'APPROVAL FOR
I ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 !!!
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
SGD tl
I F!tom •.
LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLION A. FL
Ft,