HomeMy WebLinkAboutProduct Approval Company: The Home Depot At Home Services Job Description: Replacing 7 windows size fc
Prepared By: Amber
Client Name: Howard Project Number: 9230347
yer5!on100
`"�(e}2012 SfrucYures Inter a3+onal LlC' �' � i f ti �, z Conforms with ASCE 7 10
DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING
Design Data Building Data
Wind Velocity(mph) 160 Mean Roof Height 13
Risk Category 2 Building Width(ft) 56
Exposure Category C Building Length(ft) 46
Directionality Factor 0.85 Roof Slope (x:12) 4
Internal Pressure Coefficient+/- 0.18
Design pressures listed below are: Allowable Stress
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 5400-SH 5 5 36 50 33.0 -43.9
2 5400-SH 5 5 36 50 33.0 -43.9
3 5400-SH 5 5 36 50 33.0 -43.9
4 5400-SH 5 5 36 50 33.0 -43.9
5 5400-SH 5 5 36 50 33.0 -43.9
6 5400-SH S 5 36 50 33.0 -43.9
7 5400-SH 5 5 36 50 33.0 -43.9
Width of End Zone(a)in feet=4.6
i
5 h
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7/112015 Florida Building Code Online
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rr S
r9i)rlsda,tsemTlifienff SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff = BCIS Site Map Links j Search y
Businessct,
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Regulation
!k.}i e, Product ADO—al Menu>Product or Application Search>Application List>Application Detail
FL# FL1435-R16
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
! Validation Checklist-Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E263 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
httpsJ/wnuv,floridabuilding:orglprlpr_app_dtt.aspx?param=wCEVXQwtDgsbCUITKel2ODuttTaUE3%26nT4V9CSrri8euiPZMfULfu4g°/p3d�/o3d 113
7/1/2015 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/25/2015
Summary of Products
FL# Model,Number or Name Description
1435.1 SH-200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass-
Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant,No 05/28/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.odf
pressure, size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705
version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-200 Evaluatoon.12df
Created by Independent Third Party: No
1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC Certification 20GHD.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/08/2017
Design Pressure: N/A Installation Instructions
Other. Please see the Installation Instructions for design FL1435 R16 II SH-200HD.odf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-20OHD Evaluation.odf
Created by Independent Third Party: No
1435.3 SH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-400 Evaluation.odf
Created by Independent Third Party: No
1435.4 SH -500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FI-1435 R16 C CAC SH-500 Certification R14.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.odf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-500 Evaluation.pdf
Created by Independent Third Party: No
1435.5 SH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 CertificaLion.odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/07/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.odf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
ht(ps.//www.floridabuilding.orglprlpr app d8:aspic?parani=wGEVXQwtDgsbCUITKel2oDuttTaUE3%2bnT4V9CSmBeuiPZMflJLfiAg%3d%3d 213
GENERAL NOTES:
1)THE ANCHORAGE METHODS.SHOWN HAVE BEEN DESIGNEDTO COMPLY WITH ATJCHORIOCAT[dN5 J;WSPACING
THE FLORIDA BUILDING CODE FOR TI It,DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN t-12`THICK:iX WOOD BUCKS 20 MAX O C. —$1/fl"MAX.
ARE OPTIONAL IE UNIT is INSTALLED DIRECTLYTO SOLID CONCRETE,WOOD
BUCKS DEPICTED AS 2X ARE 1-112'7HICK OR GREATER.ATTACHMENT METHOD
OF WOOD SUCKS SHALL BE DONE BY OTHEIRS
3).SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO),
6'&M•
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE,.USING SHIMS CAPABLE OF TRANSFERRING APPLIEE)LOADS, y. i mm" TI MAX
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE t }
FOR SUBSTRATE MATERIAL:DISSIMILAR MATERIALS SHALL BE PROTECTED AS
DISSIMILAR MATERIALS SREACTIONS.
ALUMINUM
S EC1F1 D NHE FLORI A BUILDING CODE,:FROM
- if "•`�' ;'�
6)ADHESIVE SEALANT SHALL BE.USED BETWEEN SU13STRATF-AND FLANGE OR
FIN. OVERALL$EALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF ADD 1 ANCHOR:: ,
INSTALLATION SHALL BE DANE BYOTHERs. AT MIDSPARY' MAxCBucK MAX.6UCx.
FOR WW>32" r. 6"MAX
7)MATERIALS USED FOR ANCH!,R EVALUATIONS WERE SOtrTHERt3 PINE,2,7 KSI __� y MAX
CONCRETE AND CONCRETE:MASONRY UNITS COMPLYING'.FJITH ASTM C-90. MAX
I t. �'�"4-118".MAX
€
GLAZING COMPLIES WITHASTM E1300. V MAX }
8)THE 113 STP.ESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD i f 4
SCREWS. L 1.
9EXACTPRODUCTSI 'LISTED IN THE TAI3LES,AWAYS ROUND 1 -1/2- 4-118'
MAX
PTOTHENEXT'LARGERVA-UE. I MAX
TABLE 1:FIN&FLANGE WINDOWS '7
8" .
Buck Size Desi n Pressure Certif talion Test Re arts 1'2 i MAX` !m
Width Hei ht t'*1 sT -) sF Ntirnhers' P MAX' I i BUCK
!
52.1/8` 78" 1 60 1 65 1 140-777 FTL�641
1 ! r
i > } 13 5?g
Min.Edge Min.. 7$ MAX:.
Anchor Type Sumleate' MAX. l/ it
Dial Embeumelt `._.....::.
Wood(S,cuthemPing) 7116" 1.318' BUCK
1110 SieelSMS- Sloe)Siad Gr33 :318' ,045(18 GA)
AWminun•606345 .318' .. ll8" I -_ I 8'MW( r
- - SIeeL A36 318' -' ilt8•. --- .
alts'Masa}vy Coacme 1' t 318 -4-1/8'MAX
I 'Ane. FWIoW CMU2.19,2 .T•114". FLANGE S EQUAL LEG FRAfdE. FIN1RAME,
NOTE FOR ALL METAL SUSSIAATES,5 k'W EAWE0!!£NT.S}ryij,L2EMi!?371MEADS
9ErOW, fNSIOY FACE OF MATERIAL.
TABLE 3.FIN WINDOWS
AneYnrT Substrate Min.Bd9U titin. o!.:n1H' >s",... .. akanr nexooa�rcrcusrcvaeaa+mvrietm
YP@ EathRu'navu_ J,ROSOWSKI -{18101113 '�RiGiD VINYL : a +n+ irar�cmr; u
rmvanxwtr�nas
RucFaa`�NSI Wedel(SwhemPine) 318, 1.7716" mi r�wi��xnaa *mrew
,. ,M1^roZ;JAfniwTn6ns1M+'mxnT+n!
2-11T X'131", Wood.(Sauthem Pinu,)
Common Nal r
`� I T L; 1670 TECHNOI:WY DRIVE.
1fii2 AaNtead Wood(Soulx in Pi )' 9116 13 8 5 t0, d NGKOWS.Ft.34275. �"
sms _ 3 1 FLc T..e��uTT1,:2pzes SINGLE HUNG INSTALLATION
k70Trusshead YYood Swu-'emPine
;S ( ) �A.Lyr,tt M171et,P.& �`�"" ":
P.E:4587Q0
SH NTS 7'of4 703251tJR
i
1NSTAltA'CION WITH FCAN,,,fa£FI7A4tE EDGE _
FIB P) DISTANCE j r
...`._ ....._ .r
i EDGE f z �
DISTANCE
SU)3ST TE8 EMSEyDPdENi �/ f �f '�r fiXTER16R
EMBEDMENT':.
.! r
1—J �i tel° �, r iX WOOD
SHINS .`, 4._, S.:�i;`•::., l` x �,�
EXTERfOR l! .EXTERIOR UBSTR
_.. --- j SHIM
f r I Fi.ANGG FW�NL
JAMB IN
FRAI IGF£FRAME FLANGE FRAME (DiREC:LYTO SL(BSTRATE)'
1tFAD INS7AL.LRTIQN. HEAD INSTiN.tAT10N.
(DIRECTLY TO SUBSTRATE) (USING 1X BUCKS,TRIP)
EXjl iR OEC,
2; E7CTEftIOR t EXS mq!3
t{ _......,_...___ t
.. NO ..._ ANCNO
HORS �f+Y*,, •T�
f � r
ANCHORS
REQUIRED 5 REQUIRED `
WOOD rt
FLANGE.F
SHIM_ SHIM y r :r'r f }'y; .JAMB IN57ALLATION O1�
1'"�„� ,( (USING 1X 9U6KSTRIP) r f
i"7 / l
1X WOOD[,
�lt� � ti••" 3
r rl
UBSr
t /
FLANGEFRAME / h r
SILL IFISTALIATION. `:.'SUBSfiA •`r,
CTLYTOSUBSTRATE)
FLANGE --
SILL INSTALLATION % n sr Druw4 a-POT
(__L11X S(FCI{STi31P J,.ROSOWSKI OW01113 R(,G1D VINYL erg
) aosmerrm:Nv>nar�araFnm.
nwrra»: waq' .: �nmtru� m7AEn^wroenuno.wwm
.vrr>o�rwnexrrre=cawxss®�77trt
rTsc;�xo<rcrraxsur4
INSTALLATION NOTES:
1p70 TE4HN�LOGYDFYi+IE
1)SEE SHEET 1 FOR SPACING REQUIREMENTS. - NOKOMIS.FL 34275 iqY
3)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FI..CCRT.OrAt1TH:29290 SINGLE HUNG INSTALLATION
.3)MA)L SHIM THICKNESS TO BE 114'. &LynrrMOI,?.P.E.
4)ANCHORS HEAD TYPE MAYDIFFER FROM SHOWN, P.E.M58705 SH-400 NTS 2'of 4 1032511JR
INSTALLATiDN W(iN LOUA.,LEGFiiAAME
j
{Fif+lANR F4ANt3EREMDVI.O,�.. EDGE
DISTANCE r _
SBn ST$A1£_f' .._:L•_.__..L../.; �
� r.I
EXTERIOR oT EMBEDMENT EMBEDMENT I
v WOOD
SHIMSHIM
SU TATF
-
... PNtg!nLt ExrEOUAL LEG FRAME;
Esteoa
JAMB INSTAL ATIOM:
{DIRECTLY TO SUBSTRATE)
EQUAL LEG�FAAME:
IEACY INSTALLATIL7N, EQUAL LEG FR4R4E
(DIRECTLY TO SUBSTRATE) HEAD INSTALLATION
(U31NG iX BUCKSTRtP-)-
EXTERFDA
ND.
NO ;ANCHORS '{ .v
ANCHORS _ ` REQUIRED .P'r
SG
REQUIREDq-
85T TE x'
r _ 1X SHIM
_ EQtlPL:,LEG
� JAR=S INSTALIATIDN
SHIM r,7-ter," i!.t�' �"{ {USING-7)(BUCKSTRIR). 'P
SHIMr!
i! !` 7 7xWOOD
Y � rSL1f3STI2A;tE a` r � .JA
EQUAL LEG FRAPAE,, S TR E
SILLINSTALIATIDN, �.'..._.
{DIRECTLY TO SUBSTRATE) EQUALLEG FRAM
$ILL I14AT6LLATION � mewcsam t aas mn acor aaa
{tISIN s Y RUCICSTRIP)' J�RO $OWSK( 0 Di113 RIGID VINYL
�,�, _ ...,a.�urt�w.rnrrnmratrta+rcFtr�s '�
wrana+u�v�us®ar�saz�rw
eurar�amcsrnrmuurwasm{��mae
INSTALLATION NATES
tiiiQTECHiiDtClGt't?�iivE ...
1)SEE SHEET 1 FOR SPACING REQUIREMENTS: ND3IOht+S FL 36275
2)SEE TABLE 2 FOR ANCNDRA,GE'nkND SUBSTRATE.REOUIREMXNTS. rL cERT OF,AUTH:'k0l% SINGLE HUNG INSTALLATION
.. 3)MAX,.SHIM THICKNESS TO:BE ild". A.Lynn I:11iU@.;PE.. .
A)ANCHORS HEAUTYPE N14Y DIFFER,FROM SHOWN: P£.as8765 SH-yQD NTS 3V 4 10325tidR .:
INSTALLATION WITH FIN FRAME
EDGE sU0STRArI
DISTANCE ENTERIOR 1
SHIM ' OPTIONAL
EDGE (� FLANGE
DISTANCE L
OPTIONAL
FLANGE ENIM
HE.aO tN5TAL1ATiON, _/ /
r n(t
SHIM
3 I '
.; FIN FRAME,
5 / i' .,IAMB INSTALLATION
3 s`
5 ` E
SUBSTRATE
_ SHIM: > OPTIONAL
FLANGE
I�5}1<3ST �E
6 is tS
EIN FRkfitE
$lU.lNS7ALIATION
CVMG1'% fNde tWM 'lifN"�ii17NIf1Y3Rit'Qtp1TA A'RY'lAJCR
J.ROSOWSKI OVGV13 RIGID VINYL 5 ��
anmar.; AhUARkttA[7MK.l,15rGc7+�vditas
p�ip@NI W r p�!$('oQq OLf.�N
AYTM.YINFffl�illiK. R:J17SY
P4Lkx#A!GF'IGIRZSatfi2A
INSTALLATION NOTE& a aow�
1070 TECHNOLOGYORIVC res
1}SEE SHEET 1 FOR SPACING REQUIREMENTS, NOKOMIS;FL 34275
2)SEE TA13LE 3 FOR ANCHORAGE AND SUBSTRATE REQU)REVIENTS. FLCERT-OFAUTH..20206 SINGLE HUNG INSTALLATION
3)MAX,.SHIM THICKNESS TO BE 114% - _ A.Lynn Miller,P.E. E""'r1bd"• �""' �"`
P.E.M. 705 SH-406 NTS 4 ut 4 1032511JR
f
M IAM IDADE 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
EPTANCE OA www.miamidade.goyleconomv(9W
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
Cade including-the High Velocity Hurricane Zone:
I N:Series"PGT"ClioDed 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 welt as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MIAMI-RADE couNTY Expiration Date: May 26,2021
11116 Approval Date:April 14 2016
`Tj Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitter)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 10/10/14, 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 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed bye Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of + aminer
NOA N . 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-5' Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and scaled 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" CIipped 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
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
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 IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.._....._.......,-....
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS
FIGURE 1: 170
MULTIPLE FOR VERTICAL MULL-- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..._...........„,.,,2
INSCRIDSOMSIDS HAVE BEEN TESTED AS'FREE MULLTO IX&MASONRY...........„2
RECTANGULAR NOTHAVEAG 2 a
SHAPE MULL TO MASONRY...................3
MULL TO STEEL STUD-.----.3 C14
MULLIONS SEE DETAILS -FLOATING' DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.
A,D.G I RECTANG
F"'OPE"N'
SHEETS 23
P OF MORE THAN 1W FROM THE CLIP.
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 UIBO,THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.....................3 to A
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTFRNATATE CLIPS...............4 z fn
SAY MULL INSTALLATION__.._..,..4 0 UJ
I X2X1l25MULLSPECs---fi -j
tx2x.375MULLS ECS�........
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESEJ U1
INSTRUCTIONS. P
I X2.76 X.375 MULL SPECS.----7 v)
StEDETAJLS I� I XZ75 X.66 MULL SPECS.. ....8 z 0
A THRU G; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 3.125 X.50D MULL SPEGSq F-
LU 0 CD
HEM -DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER F- c)
SEE I X 4 X.125 PAULL SPECS—,—,-10 M
A HRU G, W
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN X 4 X.376 TUBE MULL SPECS.-11 -J
11 X 4 X.375"T'MULL SPECS 11
I�47 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.265 MULL SPECS 12
VERT, OPENING 1.25X 3.26 X.100 MULL SPECS,..,13
MULL HEIGHT fit
FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} 1'.25 X 3.26 X.624 MULL SPECS14 z z
LENGTH 1,26 X 3.94 X.824 MULL SPECS 16 :F 0.
HORIZONTAL z U.1
SHEETS E. LL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS................18 6 z
SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS.....--17
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED. AS REQUIRED TO PREVENT 1.26 X ZI I X.125 MULL SPECS-18
REACTIONS. 30*X 325 BAY MULL SPECS——19 z 1— 01
45'X3.26 BAY MULL SPECS 20 0 Z,
MULLION&CLIP DIMENSIONS—-21-23 z co
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES I&2._.._.................24
PRODUCTS MAYbo n
LOADINOEXAMPLES
BE Or ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING L
MUSTSE It UP
MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH z CO U)
yPGTPGT-APPROVED FENESTRATION PRODUCTS HAMNG CURRENT APPROVALS. U.1 <:� ?.-
—8--j
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. Z
HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING R
MULL WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL OPEN WIDTH [--HORIZ MULL LENGTH---i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
LENGTH 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING I S'RECTANGULAfr OR-TRIANGULAPrrFtAPFZOIDAL!.
OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIM)FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING ORODUCTREVISED
HEIGHT as complying wilh tha Florida
F THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Cod.
OPE 41NG MULL FOR
HEIGHT LENGTH HORM VERT_ MULLION CAPACITY(LBSIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN
MULL MULL STEP 1). pitwi D.Ic-t
LENGTH ex p. - .2b-4
1)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED,(LLESS1.THIS VALUE ByLLL 11`ft
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Mlem Frocl
SINGLE MULLIONOPENING WIDTH
SINGLE MULLION FORVER ICALM 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Lym
OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ..........
FOR VERTICAL
MULL CAPACITY IS MET,
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBSIF'M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSffir FOR THE No.66705 s
OPENING.YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •
STANDARDS USED: Z,
*2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT 70 BE USED AND COMPARE WITH THE FINAL MULLION P, t Ij
OANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACI Y(LP)S1FMT OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FIE 0,
FENESTRATION
*ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY.
0AMI-S100-07IS2.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
Ari IN
FL P. 50705
DETAILA: 1 DETAILS MULLION
MULLION TO 2X WOOD BUCK /-MULLION MULLION ATTACHED TO 1 DucKSTRW TYP.ANCHOR Q
OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAgDMEM sER SUBSTRATE.
UBSTEP RLES 18-168 = u
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS.
1 1 SEE NOTE I, fV
MULLION 1 SNEE7 t, g Bj
SEE SHEETS 1 MiN2.7KS1 ..�'` !EDGE ]
EITHER THE I 1 21-23 FOR HOLE
S7ANDARpO I LOCATIONS 4 i i CONCRETE OR CMU`�' JI _
DISTANCE,
OFFSET MULL o EDGE m °_ t� j SEE SEETABLES
CLW MAYBE t
)STANCE a t. a EDGE DISTANCE IB-160 ()[.8 Tn
INSTALLED BY '`� I I 1 r FOR WOOD FOR MASONRY LU Q CR O
THIS METHOD n SCREWS 1 I I ANCHORS ID
c)
�LLMU MAX FOR °an I SIDE VIEW a Z rn
a� ALLMULLIONS d: � 1-' Q �
EtT61EA THE�) cL
STANDARD QR
4 < < " a .n. OFFSET MULL g $
a CLW MAYBE
a d EXTERIOR �•...• a INSTALLED BY F-•e
.. q EDGE o '"t THIS METHOD J Z oZ
a °.6 DISTANCE �� Q
r
c MASONRY , Z O Z N rG
„/) ,, TME OFFSETGLIPIS ANCHORS
L-{ RECOMMENDEp FOR (/? � SO �r
EXTERIOR 'n ° FtN•FRAMED " toILI
o
WINDOYf3,BUfMAY
AL50 BE USED FOR
OTHER RLiME TYPES. aco co co
U
q z O o
.. IMA
m
TYRANCHOR TYP.ANCHOR ¢SYP.ANC
HOR PER SUBSTRATE, PER SUBSTRATE, F $
-PER SUBSTRATE, SEETABLES 1S•168 SE TABLES 18.168
SEE TABLES 1B•16B EDGEIENp L—Z ...........
-DISTANCE
EE TABLES . - AND
EMBEDMENT tlUGKSTRIP ..i 18.168 D '..' ATTACHMENT
EM N7
ATTACHMEM BEOM_ E ":•. SEE NOTE 1.
1 - SEE NOTE 1
BY OTHERS. SHEETI.
FMN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCE REVISED
as complying wish 1ha FlDridy
FRONT VIEW BUiSdinB Code
ActtpI-
Ex mGonDale J/1p
INSTALLATION NOTES*. rill
By
1)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
Miami do ho'as
nn
QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE \x�t.•,�iCENsg, F�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO TNETABLES ONTHE
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •yr
No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HMEAD OR FLATHEAD. �z C(F
b}WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. /
5 FOR MASONRY APPLICATIONS IN MIAMI•
} DADE COUNTY,USE ONLY MIAMI DADS COUNTYAPPROVED �•.FtOFziO�•'`Cy
ELCQ ULTRACON OR ELG01l4'&S.AGGREGATOR MASONRY ANCHORS.
A.MNIM)LLEW,KE.
FL REN 68705
DETAIL E: o � n
MULLION TO MULLIONS
DETAILC: -+ .128'MIN. )NTERSECTlON NOTES: FF
MULLION DIRECTLY ATTACHED U-CLIP h
> 4
MASONRY STRUCTURE MULLION _ } 1)MAY BE INSTALLED IN'TEE'OR'CROW d o
INTERSECTIONS. A
(STANDARD CLIP SHOWN) "`
VARIES
_ 2)MAY BE INSTALLED HORIZONTALLY 4 z
e:- I (SHOWN)OR VERTICALLY. ul)
I TYP.ANCHOR
N
EITHEERn+E I I PERSUBSTRATE, 3)SEE U•CUPDRAWINGS.SHEETS 21.23 5 co
DDR ; i I SEETABLES13a3B ""' TOPVIEW FOR CORRESPONDING MULLION. f/� mrc
OFFSET
INSTAIIE SY t" j I { EOCEDISTANCE MULLION 0 F
THIS METHOD. \ IFOR MASONRY r
II ° '••-ANCHOR3S VARIES-I-•i #12STEELSCREWS• _
I i to i ° " /''''SELF.DRILLING OR PRE-DRILL ,� o
MULLION AND USE SMS w O O
/ mIn
zz U3
i �r-
MULLION {—
z co
EXTERIOR aeo G R O
EDGE DLSTANCE ° THE OFFSET CLIP IS Z z m
FOR MASONRY c REGCtAMENOEB FOR �+ p '
AN ___�, FIN•FRAMEO /INTERS CTION INTERSECTION a
WINOtlWS.BUT MAY U-CLIP
8' ..aQ oTH RF�RAME'nPfis. EXTERIOR 4 �'
TYP.ANCHOR . Z Z Q Q
PERSUBSTRATE,
SEE TABLES IB-13B • 4 Q + SEE SHEETS 21.23 FOR F b;o
SEE- ISTRAM HOLE LOCA710N9
SUCKSTRIP JI+' f SEETABLES1at3BFRONT VIEW EDGE W
AND DISTANCE Of
ATTACHMENT SEETABLES I- U)
q.. s=�NOTEi. 13.130 d 2 O d
EMBEDMENT' SHEETS. - _ +• D_B^ z
EOGE
": , -,
DISTANCE SIDE MEW ��� 9
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18-13B
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: -STRUCTURE
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, eFOR
PER SUBSTRATE.SEE TABLES 1B-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS Q PRODUCTREVISG•D
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23FOR IG W.1plying wish iha Florida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE � HOLE 88ilJing Code
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. cOCATIONsLxpiml( UnitMuuK%+3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. '4)WOOD BUCKS ARE OPTIONAL•SEE DETAIL 0,SHEET 3. ._rMIOado oI
5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE JEDGE �.{Ll.N 41/1jI"SEETABLES
£LC4 ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRYANCHORS. STEEL STUDS THJJNER7HN FRONT VIEW AAND COAPLWtTWiTH THE FL BUILDING1H•13BDE.A2%WOOD BACKER MUST USED. qZ'.: '•.ij
ATTACHMENTBY OTHERS. ;.r•: NO y0'j85
USE WOOD ANCHOR SPECS - _
EXTERIOR SIDE VIEW = _
NOTES: LC
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ••' `1 ��T.�U�
ANCHOR VALUES MAY BE USED. Stn C DF
2)SEE CORRESPONDINGMULLtONTABLES, �iJ">l(?(j � i`
SHEETS 5.20•FOR QUANTITY OF SCREWS. A/L'YNNI 4LEfi,P.E.
FL P.E.#58705
TABLE 1A
4 C 1+
Mullion Capacity Table ibatftx �
Opening Width(for vad1caIVsparrirg mons)or Opening Hofght(for horizoriaiy-sparydng MLAO 19j C�!7 g,C
50tn 60 in 7013 601. Win 100 b1 1201. 1401n MOM {. ' p
ReclangAw T,.pMang. Rcclengrdor TropiTAeng. Recle.gi., TraprTdara, Reamew r T1W77am P-1-00 mwrd v' fteclenauler 7reWidaia• ReafengAa Troptrdva. Rectengtlec TreD7TAang, RoetengAar iTapT(Aara, y
1x2x.126 Loadng Loading Laadno toad a L.adna Looting Loafing I.AdmO Loafing Loafing L."nii Load g Loading (nadno Laed.a Laedra (..alta Load.9 ox u
Alum Tub. 4� A - & s s f 1 �
.Mulilon s 1 E x g a ai 1 11 1 � � H
g z �'
4213 IIIS1 408 129.5 332 032 4118 118.5 325 794 408 107.8 321 69.9 406 101.4 318 621 406 104,0 319 55.8 400 104.0 310 46.8 408 504.6318 39.8 408 164A 319 35.0 466 104A 318 J W
48 in 14.0 312 83.8 258 624 312 73.4 252 53.6 312 67.0 246 404 312 83.2 246 414 312 81.3 244 375 312 OLD 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 81.0 244
50,625 In 63.8 281 70.6 234 63,2 26i 1 61.5 228 145.6 1 281 1 55.7 224 39.9 281 1 SZI 272 35,6 281 60.1 1 220 1 31.9 261 1 49.3 1 219 266 281 49.3 219 224 281 49.3 219 20.0 281 49.3 210 W O d
64 In 624 247 57.5 207 43.9 247 49.6 202 37.0 247 44.0 108 32.8 247 41.5 196 29.2 247 39A Mi 28.3 247 38.4 193 21X 247 36.1 !03 18.0 247 38.1 193 16.4 247 38A 193
0 60 In 38.4 200 41.2 170 32.0 206 35.4 166 27.4 200 31.6 163 24A 200 26.9 160 21.3 200 2TA 169 1BR 200 25.9 157 10.0 200 26.0 156 F•-
63 In 33.1 161 35.3 155 27.8 iet 30.3 152 23.7 let 264 f48 20.7 let 24.5 146 18.4 181 224 IM 164 161 21.7 143
' 6613 28.8 165 39.0 N2 24.0 185 26.1 139 20.6 165 23.1 136 18.0 165 21.0 131 Z_ = v�
72N 22.2 139 23.3 120 18.6 t3B 19.9 11e 154 139 173 1180-1 ,M8 fttLLL
7613 18.0
I.
19.7 102 15.7 125 16.8 t6T -•t J� Z
7813 17.3 118 16.2 101s-
Z 7 4 N o
TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: F Z
AncharCa aci Tabte Ib6 sa •-
ANCHOR CAP.,,.,,,,
Sotomfor 2.79 Co Mo 3.5k Caw. "W"cMU Fitted COU PT Wood molal (Op o)X{ }=ANCHOR CAP..,,.
5/te•Eko 114'SS Eko 5716'Cleo 14.89 Eko 01061" 012 Sleet #12 Cleo! MULLION CAP,,,,,,,,,, W
AnchotType. 37t6"Eko tBbaeon fli'Eko Ul9aam 3tt6'Eka UlOxon 774'Ekp UNecon Q' X j
AnchotCOpPatt9m6 Ulbacon Aa9recator u6gaal AONaoaror scram(G5y5cnror{65} Sccew(t1S1 USE7HISFORMULATOOBTAIN7HE'ANCHOR N D
Ed9a Eslerwe M7 1' 2417 1" 2-11• 3.118• t• 2400 t• 2-iW Y 34/0' r OAS' 0.54' 0.324` CAPACITY REQUIRED'CORRESPONDING TO AN f=
Embam,ililn. 1-304' taro• fal4' 1.3/4' 7 told' 1-104" 1.114" 1-174• 1.1/4' 141• .r fare tars• wdea ACTUAL PRESSURE REQUIREMENT FOR THE Q Q 0 4Ambora4Ff15•Min.o. 341 ft 4 CL A0 co
ccsw wd(orO2se)Cyp(Ff0.2r 4BOIDs TOOtba THE MULLION
390 n)s 390 IIA 4WAa eIVA 3WA644 a WAS 380tbe WA TMA Sutras �� WAa 692ws 805itn 112010 CAPACITY ROM42JIx wow OPENING,WHEN LTHE ABLE)T IS LOWER OFTH SELECTEDia4 Anniol.6B 3.141.O.G 1(2)2X5 Analo aipo/(Fig.3): 780 roe Tea roe 660 @a 15601bs 18989. 540IbS 5W Iba WA 7609. 748lbs smih 10921ba 6821x6 085 I9s 1120M MULLION.IT WILL YIELD A MINIMUM ANCHOR
WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY ILL101A
1 Mcaaf F43ip(Ra.Sr 105 ma 19510. 225 roe 445lbs 672 ros 135 ma 1401ba 177@. 3706+. 187lbs 332 1b. Its ka 1701oa 77t IDs 2B0IW ADDITIONALANCHOR OPTIONS FROM THE
2An MMO1,I5-Mh,0.CJF4afp(Fi9.6Y 24803 MOMS WA WA WA WA 190ibs WA WA WA WA WA 3411bs 4421bs 588 ib. ANCHOR CAPACITYTABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1• FIGURE 2: TABLE NOTES:
��_..._.� • ��� 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT Rwith diO
) a$cntnpfyittb with fhe FlolimL
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•-� 1.000" `--^ Buitding t:.d0
Acceplafce 3+la •4 .8`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ba imH D.to '1 j
FIGURE 3: B
T 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 4
+ • « HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' Minmi o B7adOr4
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. "•126" ���\1y LYNN 311(
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �\ _,... . 1F
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED - I ,�"�`d••�CENSB
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6OW5 AND BE A MINIMUM OF.125' I 1 t j• •'.7r
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL.STEEL TO BEAT 1"X 2•X.125"MULLION
LF1ST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT!.EAST 3 SCREW THREADS BEYOND
• THE MATERIAL.910 g#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. Ud_
�3 •• ;;t SEDirM �
A.LYNN4y1�l�.ER:�.E.
FL P.EA SB705
TABLE M
o
Mattson Capacity?sista bstflT
Opening Width(for wr5caliy-spanning mtafCons)orOpolling Height(fortadzor9aity-spaMng mWIor*) 4'
60tn 601n 701n e01. '9p 1n 10010 1201n 14010 160 In
O
Ra44etgatar I Ttag'triarg. ftectangufat InpTdatg. Reclalpaim 77apRdarg. Rocfengu{ar T2pridallg ReelDngutar Tmyltdarg. Rectan0alar T2Dfieang. Re4largu[ar 7rep`idarg. ReNaa9atat TrapTdatg. Rsciarguiar TraµTdarg. d
1x2x.316 Loadfrg Wadllo Lwdny Loatlkq LoWN Wading Loadrg LoadN Londug Loadra Wadag Larding loading Loadng L-ft Loadtg Loadbg taadrg Sin:
Alum.Tub
Mullion CNI
21, to ru
z w a
421. 170.0 620 170.0 435 151.3 662 1700 478 12&7 662 170,0 506 Ft3.6 052 16&5 618 1009 662 16&9 617 Me 602 1869 617 75.7 662 168.9 517 64.8 602 158.9 517 56,7 662 168.9 611 O
481n 121.6 607 136.0 419 VIATn4
410 8&9 601 108.7 403 76,0 607 1028 399 67.6 507 99.8 397 608 607 8&0 398 50.7 501 99.0 398 434 507 99.0 396 300 507 09.0 396
50S26In 103.7 456 114.6 310 864 371 741 458 00S 304 64.8 456 84.6 360 67.6 456 81.3 357 61.8 456 68.0 356 43.2 456 6D.0 356 37.0 456 80.0 350 32A 468 110.0 3%
MIn 85.4 400 03,3 330 71.2 328 61.0 400 72.7 322 53A 400 67.3 310 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 305 400 61.0 313 26.7 400 61.8 313 LU P
001n 623 324 66.9 276 51.9 270 M.S. 324 51.2 2A 36,9 324 48.11 260 30.8 324 43.8 257 31-1 3M 420 255 26.0 324 40.5 253 222 324 40.5 2S3 19.5 324 40.5 253 N
63@4 53A 294 57.4 252 44.@ 246 364 294 43.0 241 33.6 294 39.8 237 T9.0 294 37,1 234 20.8 294 362 T32 71.4 294 33.6 230 19.2 294 33.4 230 168 294 33.4 230U 4&8 258 49.6 230 39.0 225 334 266 37.6 221 29,2 268 34.1 218 260 260 31.6 215 23.4 260 29.0 T12 196 266 26.0 210 15.7 260 21.7 209 14.0 269 27,7 209
7214 36.0 225 37.8 196 30,0 226 322 191 25.7 225 284 188 27,6 225 258 185 20.0 225 23.6 182 19.0 225 221 180 16o 225 2D.3 177 128 226 19.6 176 14.3 225 198 176 -#g �j
761n 30.0 202 32.0 177 255 202 27.2 173 21.9 202 239 170 19.2 202 21.5 167 17,0 21Y2 te.7 165 15:3 201 te.A 183 12@ 2112 10.7 180 10,8 201 15,9 158 9,0 202 Y68 156 o W
78 in 28.3 792 28.9 188 238 192 T5.1 156 20.2 191 220 182 17.7 19Z 797 169 467 192 16.1 157 14.2 192 1&8 Y55 718 192 152 152 Y01 192 744 150 &9 780 14.2 150 C ,--1 a- �'
lain 18.5 144 10.0 128 16,4 iM 16.1 128
z 4 Nrn 'o
g0 in 15.2 127 15.8 113 1�r7 z0 tt�
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table ibn 111 Y Y
ANCHOR CAP.,",,,., X
SrB.itrete: 23K C-1106 3.SkCane. HoOowCMU F9fec11Xit1 Frwooa Meter (DP.�)X ANCHOR CAP.„, a
MULLION CAP.,,o,,,,,,, 3 ' N
V16'Ek. 17;•SS E'ka N18•Eko 114'SS Eko M14 Stect Mfg S1(m 0f26IeN f"
Amur 7YPo: 3718'E{W Ulfracon il;•Elw NUecon 3110`Elco UI{recm 1!4•Elca Ulbacon () K Q
AnehorcllpPaftem6 Ufimca7 ho9recata Ul9econ AO(YeQator 9erew(05)Sernw(G5y screw{G5) USE THIS FORMULA TOOBTAIN THE'ANCHOR r,
raga bfs a we G.y: r 2111 1• 2-lir 341w 1• 2-ire 1 vrr r 3-I r x 0.46• 0.51` 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Oda z 0
EmbW."I 6n): 1.3741 1.311 tar;• t-vr r MN" 14141 1411 1 1-fir 1.114' 7-114• r t are• tale wnes ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMOM M 4.75•Min.O,C.I Stargard or 09sel OID(Fig.iy: 3901bs 390 Ins 450 97 We Ins 1644 ms 2701bs 28D Ws 3541@. 7401@4 374 lbs 604 W. 945 It, 3419rs 442 it. 66D MS OPENING,WHEN IT IS LOWER THAN THE MULLION
4Ambaa Q 1.15'Min.O.C.i Sfendmd("Onseealp ff{g•2y: 400 fps '700M WA WA NIA WA 380 Ina WA 'WA WA WA WA 6821@$ 66S Ib. 1`124lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AWt.M®3•Mm.O.O 7(2y2c5Anr01e dwa 7{F7g,37 763 bs Mains 080 9w 1560 Wa 18%Ws 540 the 56)P. WA 7601@4 740lbo eeo Ib. 1"2 its 692 w firs lbs 1121 ms MULLION.yT WILL YIELD A MINIMUM ANCHOR
2 Ancpas @ 0.45•MM,O.C.l U42fD,Into.125`Ahm f1p.4y: WA WA WA WA NU WA WA WA N!A WA WA WA WA N/A 7159FY CAPACITY WHICH MAY BE USED TO QUALIFY
1 Andra/FC{ID(Fig.Sy: 1958w 1951b4 2nih MS Wa 022{be 135 Ins 1/0ID� f771D4 3701b� 70Tibs 332 ib. 47716. 170 ros 221 iba 280 Rrt ADDITIONAL ANCHOR OPTIONS FROM THE
2 Atxhaa�L15'MM.O.CJ F411D{Fp.r): T40 Ws 3501@9 WA WA NIA WA 1901bs N!A NIA WA Wh WA 341 Ins 442 It. 666ku 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: r^RODUCT REVISED
as mmp{yinx vA(h 1ho Fio4iC4
BOOduig L'9de
SEE SHEET 1 FOR INSTRUCTIONSUSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Am:ptanc4 t4o� -O •p-^�
SEE SHEETS 2-4 FOR GENERALALINSTALLATION METHODS. -••! 1.000° �•-- 8xpfraion Dale /yDry)
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Mfiami Trodrlet
�'-• •` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.000T"
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
• • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ` tflN`( LYNN 4t�<<i1�J/
ANGLE CLIP MUST BE USED IN PAIRS. .375" t.10EN'S
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 T ��
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 055.ALUMINUM SHALL BE 600&T5 AND BE A MINIMUM OF A25• 58705
+ . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1'X r X.375"MULUON
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL,N10&'#12 ANCHORS iNTO WOOD MAY 8E STEEL,18-8 S.S.OR 410 S.S. 0
10{Vn1. %� �
FL P.E.#68705
TABLE 3A 944e
Mullion Capacity Table bs/fe 76� F
Opening Width(Tarfet9cally-sparlNng Rtdllons)or Opening HatgId(for had24nlely-spaiaijig mulians) tt�,�i��IC! Sa
601n 60 in loin BON g01n 100 In 120N 1401n 160 In 1d"'f4 o
ReelenOwet TroplTdu#• RGetenOdar 'rmpl7dar#. Regang�kr Tf3p wa- Reelengdor Tmprdeng, Reclwpl3r 1 Maung. Rectonngttet Trep roons. Rediengetar TMM-M. Recten0fil 'f(WTd3n9� Recten0 W TreprD.O.
]X2.76X 1.0819" Long Londng L..Tmg Loadt foadty7 loading Lwdng U." Loadng Lwdng Loading LoatlUp Loadng Ldadng L"ft Loading Looting 4 ¢
o w
sY u
.3T6 Alum,
Tubo rd �o M s .. o -f X I
Mullion � 1, -eU) Z did Em rl)42N 170.0 62d 170,0 435 1704 T44 170.0 479 iTO,O 868 170.0 608 STO,O 992 170.0 6!8 [0...4
SS18 170.0 625 170.0 1240 170.0 521 140.7 1301 170.0 621 127.5 130t 170.0 621 1301 170.0 52148In 1704 700 1704 624 17OA 050 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 981 1139 170.0 677 138.0 1139 170.0 680 113,9 1139 170.0 680 97,6 1139 170.0 88060.625In 170.0 747 170.0 653 170,0 096 170.0 631 187,5 1032 170.0 604 148,0 1032 170.0 723 1032 5704 747 777.; 103Z 170.0 766 97.9 1032 570.0 756 03,9 1032 1704 766 1032 170.0 769 $ O
5i N 1704 761 1170.0 012 161,3 007 570.0 691 139.2 007 1164.7 730 7204 007 162.5 720 907 145.0 714 08.0 007 1411 710 60.8 007 1404 700 69.1 007 140.0 709 007 140.0 709 co C)WO 141.1 733 151.5 625 IVA 735 130.3 811 100.8 735 116.tl 690 88.2 735 100.2 690 7J5 08.6 667 705 7J5 95,1 670 58.8 733 -01.8 6M SOA 733 8f.8 674 735 81.8 674 631. 121.9 NO 130.0 670 101.0 SSB 111.6 657 874 668 08.0 547 782 6% 00.1 638 066 03.9 631 60.9 666 79.8 626 50.0 668 76,8 62t 43,6 668 76.6 521 668 75.6 62t
6tiN 10E1,0 807 1112{ 522 89.J BOT !ie-! frit 75.7 907 85.0 601 682 807 77,! 4B3 dO7 75.5 468 53.0 607 87.6 481 442 60T B3.4 470 ]T.a 807 62.7 474 007 62.7 1T4
c
1 Mtn B1.8 510 BS.B 445 60.0 510 73.0 434 58.3 510 61.3 42B 51.0 610 57.9 418 510 533 tlJ 46.8 510 50.0 400 34.0 610 45.9 402 282 $10 44A 399 255 510 44.3 309 U7
76 In 69A 45a 72.6 400 67.8 458 61.1 392 49.6 458 54A 335 43.4 458 40.6 -378 458 44.6 373 34.7 450 AIX 368 28.9 458 37.7 362 24.8 458 30,0 359 21.7 468 357 35B 478N 8;.2 435 97.0 5R7 63.5 435 684 3T3 45,9 435 49.8 368 40.1 435 14.T 350 435 40.8 555 Ml 135 38.1 351 28.0 135 31.4 344 22,9 435 32.8 3N 20.1 135 322 310 .-
901. 41.0 327 43.1 200 34.6 327 36A les 28.9 327 31.0 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 265 17,4 327 2114 262 14.0 327 t0,3 258 d N O
go in 34.4 28T 35.4 Z57 28.7 28T 26.9 252 24.6 287 28.0 240 21.5 287 23.1 244 19,11 287 249 2<9 17.2 ?67 19.3 237 14.4 287 104 232 � x _� _
tOBN 242 227 2LT 205 20.2 ?Z7 20.9 201 /7.J 227 18.0 198 15,1 237 1B.0 195
111 In 22.3 215 LU to
22.7 1B1 10.6 215 19.1 191 16.8 215 18,6 180 ~
tV rY11 ip
1201n f7.e 104 me 167 U X ¢ O 9
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: D- z m0 s0
AnohOrCa aci Table ba �
DP, ANCHORCAP.,,„,.,,,
SODDtmta: 2.7kCmteto
3.5k Cent. Ht9mcmu Fined CMU PT Wood Me1a1 (DP..) ,=ANCHOR CAP.,,, m� '
5/16•Eko it4"BS Eko 5118'Eko f1C S9 Ekd p5054cei Ot28tee! N1231ed MULLION y o�
AnchorCttp Patteme AnetmrType. 7/16'Eke UlOocan V4'Eko Ultmcan 3116•Eko UlOaeon 714'Eko UUmecn
NUxon ApgSSEicr Ullmcon fessillor Senst.1 acme(051 Somw(G5) USE THIS FORMULA TO OBTAIN THE`AN OR
Edge 0nlonaeibl7 1' z-trr 1' 2-tin 3-fir 1• 2.1rr 1' z Irr r 3-!118, r SA9" 0.54^ O,a2a' CAPACITY REQUIRED"CORRESPONDING TO AN
Embed-AM 1,Ve tal4' ia14' 1.314' r 1-114" 1.114• 7414' 1.114• VIM" Hie 2• tale• law lane$ ACTUALPRESSUREREQUtREMFMFORTHE
2 Atwlwl6�4,76'MIn.O.O.fetanaerdor OSsci pip(Rg.ij; 3 r 390 rm 45oma 696ms 16449,3 2709u 2801b3 3540* 146ms 3141lo 684)Os 9aHma 34103 442164 56atA1 OPENING,WHEN)T IS LOWER THAN THE MULLION
d Alaneps 1.15'Min,0.0.1 Slondatd(or08set)CUp(Fp.2,k 480 ks 700I" WA WA WA WA 360163 WA WA WA WA WA 682103 8851ba 11201144 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anetnm 4B 3'Mtn O.a 1t'Z)215MGM L DX tSF10.3): 780 ft 760 ma 680 Ws 5560503 18901. 540 Oq 660I6s WA 7601bs 7480n 880 Lbs 1992lbs 662 ms 885140 1120144 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arclmro®OAS'Min,O.G.J UL11D.M1o.125'AWm.{F#.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA Z CAPACITY WHICH MAY BE USED TO QUALIFY
3701b3 1871D3 33210s 4730$ 1170 Ids 221 We ADDITIONAL ANCHOR OPTIONS FROM THE
WA WA NIA 180163 WA WA WA WA WA 341 Its 442fM ANCHOR CAPACITY TABLE.
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. PRIODUCT REVISED
�•.•/ m complying with dm Flulb
Building C4rde
Acee0. Ido 16-n •
FIGURE 1: FIGURE 2: TABLE NOTES. Bxpifelian Dal 20$11
tAOD' �--
• • • • • S)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. N(i ti do Preducf Lblttlal
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23: 2.750` • , i 1L',EN3fi'•.'�.Q r!
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. " ' No.C•D705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 341 SPECIFICATIONS,HOLLOW AND GROUT-FILLED r
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED `375
FIGURE 4: FIGURE 5: FIGURE 8: %;0. 7/ `' •' /
YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I S 1 E F 4(7.;
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE}.STRUCTURAL STEEL TO BE i'X 2.75'X.375"MULLION .�,�. F 1
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Ory••.ljORt�iOA. `�
• IL_U_-.� • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. /fd?14 ryllvf 4�i2�P.E.
FL P'E 58705
TABLE 4A a �
Mullion Capacity Table ib8lit rdS
Owing dth(for uerica*spalyrod mUliorks)orOpening Height(far horimtAatfj+-spalrirgmilions) #��WiN Q
SO to 601. 701n 80 in 901n lo01n t2o in 1401n 1001n �Lsroa p
1X2767( Reciw,gdw Tre(YMa�. Retnong,dar Treptidwig. Redan{Rder Tra4Yfdanp. Raclanµiar TrapRna�, R"ImpularTraprM.". PWIsglar •Qe1Y7dwg, ReeI.0ar TiaPTdang. Rectangular TwPTdanp. Rectangular Trapra)ang. a
Loading Loafing Loading Lwmv Loadagi Co¢dcp Loading Coating Loading Loe3ng LoaOrp Loading Lowing Loading C4adirrg Loading loa6n0 Loading ox v
.860 Alum.
Tuba a F I :- r a a a a z r _ x x v x n a
X.. 3 R^ a., m u a 'n.. a m a... q LID
N
Mullion �• G tai a �. ,� U. ,r "$ � j G a m
a >? e9 - rn gym'
i o
421n 170,01 620 170.0 435 1170.01 744 170.0 474 170.o 848 170.0 soe 17o.0 eae 170.0 sfe 170.0 ttte 170.0 521 170.0 1240 170,0 521 1790 MOO tto.o 521 158.7 1620 170.0 621 M8.6 1620 170.0 621 a W
45 In 170.01 708 170.0 524 170,0 850 1170,0 684 170.0 B92 570.0 a30 170.0 1133 170.0 661 170.0 1276 170.0 677 1704 1417 170.0 830 141.7 1417 170.0 640 121,5 1417 170.0 600 106.3 1417 IVA 680
60.625 In 170.0 747 1700 563 170.0 See 170.0 631 170.0 1048 1704 084 170.0 1105 170.0 723 IRA 1286 170.0 747 146.3 1288 170.0 756 12L9 1286 170.0 756 101.5 1280 170.0 768 91.4 1246 170.0 756 W O g O
641n 170.0 797 170,0 612 170.0 VA 170.0 gel 170.0 1118 170.0 764 150.7 1130 170.0 803 133.8 1130 t70.0 837 120,8 1130 170.0 658 1003 1130 170.0 601 Ki 1130 WOM 881 76.3 1330 170.0 081 ro O F-
60 in
-
60In 176.0 885 170.0 705 548.5 015 1023 781 125.5 615 144.5 746 100.8 415 132.3 735 97.8 915 123.9 728 87.0 016 110.5 720 73.2 015 1t4A 7f5 82.0 015 114A 7115 54.9 916 114.4 715 F- 18 �
631n 151.0 830 101.0 lig 126.5 830 1344 694 108.5 830 t232 Oat 94.9 830 1122 670 86.4 830 104.6 662 75.9, 030 ODA 650 03.3 830 94.5 049 $4.2 030 94,1 649 47.4 830 94,1 048 0 5:
f 6014 132.1 757 14D4 650 110.0 761 110.8 630 04.3 757 105.0 624 82,6 757 98.1 814 73.4 767 40.1 We 66.0 767 84.2 800 55.0 757 70.0 603 47.2 767 782 501 4i.3 757 78.2 591 'm. a$ m
j 7201 101.7 630 100.8 552 84.9 838 014 440 72.7 630 80.1 530 03.6 038 722 521 58,5 438 60.5 514 50.0 830 623 508 42A 038 573 $00 38.3 636 65,3 497 314 636 552 497 Z
a76 In 80.5 471 00.4 408 72,1 571 78.8 488 81. 575 67,4 479 64.1 $71 60.6 471 480 67t 65.5 484 43.2 67t 51.8 459 304 $71 47.0 451 30.0 571 44.8 447 27.0 671 45.6 M8 '--1
7813 800 542 B3.4 474 66,7 542 70.0 465 57,1 542 62,1 456 50.0 $42 $5.7 449 44.4 542 SIX 442 4D.0 542 47,4 437 33.3 642 429 420 28.0 542 40.6 425 2S.D 642 40.1 423 1-• ,� o
84117 521 447 53.7 381 03.4 401 454 355 37.2 407 389 318 325 407 35,3 343 28.9 467 W--I 338 20.0 407 29.6 334 21.7 401 28,1 327 t8.6 407 24.1 322 10.3 407 210 319 h U Z W o
9010 42,9 354 44.1 320 3S.4 358 37.2 314 '30.1 358 324 309 26.8 358 26.4 344 23,8 354 20t 300 21.5 356 24.0 298 17.9 354 21.0 289 16,3 354 10.2 284 417 X m-r
1061. 30.1 283 30.0 255 25.1 243 26.0 251 21,5 263 22,5 247 18.8 283 100 244 18.7 283 18.0 210 i6./ 2N 16.5 237 W ham-a
tit In 27.8 267 28.3 242 23.1 267 210 238 184 287 203 235 17.3 237 18.3 231 15.4 207 16.5 228Ej
0 N GO to
1201. 22.0 220 22,3 209 16.3 228 14.8 205 15,7 229 18.2 242 t,.? X Q .O
d •' Z
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: IL m(n sp
Anchor Ca act Table Ib4 ANCHOR CAP__%W, W I
Substmto: 2,7kContreta 3,5kC'onc. Haff"cMu Red emu PT Wood Mate) 10.,)X( �=ANCHOR CAP.,,, $ -��
910"Eko 114•SS Eko 5'3C Elco i14'SS Eko 110 Steei 812 Sleet 412 Stem MULLION CAP...a,,,.,.
Anchor Clip Patterns Anwwr Typo 3It8"Eko Utbatan iw'Eko Utbacm U)Vaeon 3/18"Elm Ullman 114'Eko Ulbaaan AogmGaW IRMoO AggieGtator Somw(GS)StM(G5) WOW(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Uistenee M): 1• 2-1m r z in• 3-I10" r Z11T r ua 2•ur r 3 r 6.48* 0.54" 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN
Embedment ): /314` 1.314' 1.314" i-314• r 141C 1-id` 1.114' 1-U4" I-V4" 1-it4' r I've 1318" wades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Antlwm 0411Min.O.4 IStandmdaGgset qip(Fig,f): 390815 3908rs 45Dgu BsO tbs 18048,8 2701» 2a0iae 350 ws ta0lbs 3ra no 684 tbs 946 ms 301 Ws tdzlos 580 tx OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 01.I V MN,44.1 Standard(of 00senC4;(Fig.27 480 rm Ica ft WA WA WA WA 3801bo WA MA WA WA WA az Wa 085!W 1120 ins CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Afwb 0.3-Max O.C.I n,2c5 A"COPS t(Kp,3y: 760 Ws 780 tis 680 k5 15601!1, 18g81bs 5t0 Aa 580155 WA 760Ibs 7481M BBO Ibs 1892105 682ros 835bs 1124)06 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2AMb.a @0.4VFM.0,C./LKalp,into.12VAWm.ift.4}t WA WA WA WA WA WA WA WA WA WA WA W0. WA RA 715 Bw CAPACITY WHICH MAY BE USED TO QUALIFY
I A110-7 FCna tKb-11:1165 Ibs 195@0 225 aw 445 n. B22 no 135 No 140Ibo 177 ibs 37016. 1D7 It. 3321bs 471W 170 Mo 221 ho 240 Sia ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhma 1.13"Mar.O.41 FCllp{Kg.6) 2401ba 350th WA WA 1 WA I NIA WOIbs WA WA WA I WA I WA 341 bs 442160 560166 ANCHOR CAPACITY TABLE.
NOTE: EXAMPLE
THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE (AMPLE ON SHEET 24, :LC rnmglYln8lvith Cho Fibilsb
FIGURE is FIGURE 2: TABLE NOTES: Build gCOde �„bsj,3laj,
Arn w,a No
� � � � --•� 1.000. 7-- Expin+ttanDala �Q,osl
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. OY
SFJ=SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Munn'`tdo,(9.0'111)1 r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' 7
FIGURE 3: - ��` (; ((C.0 ri
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750` x• r
S ` HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, •'•,•;{~�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, /J No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED }•(/l' �r/��Q,"•j}/�- ^
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90-WOOD SHALL BE PRESS OR&TREATED •-i" '. �G P C 1� '•III
�:
FIGURE 4: FIGURE 5; FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 "' =U g AT-OF
♦ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE.STRUCTURAL STEEL TO BE A7 T rtOPitOi;.•' �'
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75`X.650'MULLION �:Fs •••-•.•• .IXC?i
♦ -1��! THE MATERIAL 010&N12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1111 S�l�r�n)-1�i>>
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A
Mullion Capacky Tablo IbW1Ra
OponingWldth(for vargca*sp9rWlgmUNor19)arOpuningH6ight(forhodwrtaitysparyingmtiffom) ad C! q
So In 601n 701n 60 in 00 In 100 in 1201n 1401n too to o
Rectang4ar Tial dam!, Rectawgdar TrepTdeng. RaclengWar 71WIliang. ReUngul Tiaw"ano. Reclam ou TrepTAwV Redang�der TaayRian9, Reetea I TWIiiang. Re4tangdar TmWOurV Rectangular Ttaplrdang a
i"x3.126"X LeadnO Loadng Lcadn9 Laa&n9 LaaBng Leafing Loedng LoaOng LoaWn9 Loabrq Laa6n0 Coed�rq L"'lang tnadtg Loadng L.aadng Loading Caedag
.600"Arum a x r a r a 3 a a a a a a a o
TuboMuil ei
a a �� � �
V V Ube V Uv U U U U U
@ O Is U U U b U V V U b UV
,. � tt. as. s� s h• •4m
a g Q ��
4214 170.0 830 170.0 435 170.0 744 170.0 470 170,0 888 1700 508 1110.01 991 170.0 619 170.0 isle 170.0 521 f70.0 1240 570.4 521 170 1488 170.0 52f 179.0 1735 170.0 521 154.4 7002 170.0 $21 J t!!
48 in 170.01 706 170.0 524 174.0 850 170.0 684 170.0 982 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170,0 660 157.7 1577 170.0 880 135.1 1577 170.0 680 110.2 1571 1704 080 Z
R1411
170.0 747 1700 563 170,0 898 170.0 631 170.0 7040 170.0 684 170.0 1105 1700 723 t700 t3a 170.0 747 170.0 1484 170.0 75e 141,7 1495 170.0 756 121,5 1495 170.0 758 106.3 1495 170.0 766 IlJ O B
170.0 787 170.0 013 170.0 958 170.0 894 170.p 1110 t70,0 764 170.0 1275 170.0 803 168,1 1401 170.0 031 149.5 1401 170.0 650 124b 1401 1700 861 198.8 1401 170,0 $81 03A 1401 170,0 881 m M ~
170.0 885 1170.0 701 170.0 1083 170,0 707 1516 11$0 11010 878 138,7 1158 787.0 928 123.3 1150 158.6 017 til.0 StW 140,7 8t0 172.6 1156 144.6 OD3 79.3 1158 144,6 803 00.4 1368 1445 803 F••
170.0 030 1700 745 169.8 1042 170.0 650 137.0 1049 156.5 680 1408 t049 t4t,7 846 100,5 1049 132.0 838 05.0 1049 125.5 828 7010 1049 110.3 820 08.5 1049 118.9 610 60.9 1049 110.9 610 (n
186b 055 170,0 789 139.0 855 151,3 684 110.1 856 133,7 788 1043 055 127.4 776 92,8 955 112.6 765 83.4 ow 198.4 7$7 69,6 955 02,8 749 610 955 08.7 748 62.1 055 98.7 740 Z LU
128.5 863 134.0 697 107.0 803 114.9 862 91.6 803 101,1 $70 60.3 803 01.2 659 7t.4 903 83,9 849 04.2 003 76.6 642 53.6 803 72.2 832 45.0 003 09,8 626 40.1 $03 63.7 627168.2 TZf 114.1 629 97.4 72f 9710 818 7&0 721 85,1 @05 88.3 721 785 $(Y.r 00.7 721 10.1 588 $4.6 72t $5A 570 45,5 721 '3910 $89 39.0 721 66.8 584 3d.i 721 58.) 583 J J
5 v�Z
Q ? r C
781n 101.0 684 105A 599 84,2 684 89,4 $81 722 6'04 7810 576 61,1 681 7010 587 MA 684 64.4 558 50.5 664 $9.9 551 42.1 604 54,1 $41 30.1 684 51.3 536 31.6 604 50.6 534 1.-
6914 65.0 614 07.9 450 54.8 614 57.3 448 47.0 614 50.0 NO 41.1 $14 41.8 433 38.6 674 40.5 427 32.0 614 37.3 421 2710 514 33.0 412 23.5 5U 38,4 408 208 614 20.0 403 Q Eq Z
88 to 662 452 55.7 464 45.2 462 47.0 398 38,7C45-240.9300 33.0 452 38A 384 30,1 452 32.0 378 27.1 462226.636$ 9.1 4;2 24.2 368 f8.8 452 228 3;5 Vj Xtoo in 38.1 357 38.8 322 31.7 357 32.7 317 272 3t2 23.8 357 252 300 2111 367 22.7 303 19.0 357 206 288 15R 357 160 203 13.8 357 182 287 1tB 357 150 283 P1
Ito In 35.1 338 35,8308 2.2 3311 30.1 301 25.0 398 21.0 338 23.1 282 3368284 14.8 330 18.6 278 72.6 338 14.8 273 11.0 338 13,0269 112pm 27.7 2do 28.2 203 23.1 2@9 23.7 259 19.6 258 17.3 289 18.7 352 15.4 288 78.3 249 13.8 289 14.0 2iq ii.0 389 12.8 240 9.4 289 17.4 238 8.7 289 1010 232 U. K Q ^'S
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q. r Z V)
AnchorCe ecl Tebie Lbs - ANCHORCAP-,,,, gaa0
sutsirdta 2,TK00made afrAm. yaatrWO'4G FWdCMU PTWwd Mdel (DP_)X C }=ANCHORCAP.,,a
one,Eito 1t4.83 E1ce SnG ERO tl4'SS Elco ato Steil Y12 sleet alt stcel MULLION CAP.,,,,,,,,,
AnchorCllpPatterns Ancnurype: y16•Elcounrxm 114'ExgUtt2con UG78con 3'16-FJwunrxm 1l4'Emounrdcat AggreGalm Uerecm AggraGgar Semw(G5)S4aEW(GS) Scrw(G5) USE THIS FORMULA TO OBTAIN THE
E09e Distance 0n) 1- 2-10 MHIA ..A
' atm' 1• 2-VZ- 1• 2-Vr 2 3-119• 2' 0AW 1x54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emmemenl n 1ar4• 144• • r 1-114• t-v4• 1.114• 1.114• 1.114' 1.114• r 1481 tale vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclas®4.76.64404 i sWrgat0a0ffiat69p tflg lS 3mn1s 39D ms 8 1644106 210ms 26019 354 ms 74006 374 ms 664149 046 as 341ms 44266 %ou OPENING,WHEN IT IS LOWER THAN THE MULLION
4 An:t)C QIQ I5'Mit O.O ISIW4M W OrMt)C8p Mg 4 4001bs Ito as NIA NIA 360105 NIA WA WA WA WA 6820'5 us ms 1124 Oa CAPACITY THE TABLE)OF THE SELECTED
4Amh=CTMm.O.C.IR}2.SArgkcepslfH93j ]Boobs 76om 0s ImsEs 54oms 660 ms WA 7661m 74810s BBD ibs 1392 tS 652ms Me- 1120 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR
SAtttnn isOD,4Y Mp1.0A.lUCep,into,12YA1um.lF1D 4Z 01A WA I11A NIA WA WA WA NA 18A WA NIA !UA 1073 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1AKIIdr/FCOp 1FIg.5J 1050'6 195 ms 6 8220'4 iWgs 140ma 177 ms 370ms 197 ias 332 ms 413 to from$ 22[ma 2s6 Rc ADDITIONAL ANCHOR OPTIONS FROM THE
2Aafhms@mV-MIn O.C7F-M(Ro,67 240 ms 350 ms WA NIA 100 ms NIA WA NIA WA WA 3!10'5 442 ms Ii801ps ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
as complying'vilh dw Fin"
FIGURE I: FIGURE 2: TABLE NOTES: 1'1.080`"1 Building Cada
Acsvptanw too«P'�,Zl$.03
iralRm Datc 1021
* 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi DI&pm" w
111tH 11!7!1!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3.125'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ���;•�1GLIaSE•
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ Y •.;'r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.56705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED • f
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 't -D.'a-.I,
I$ Y 6 41
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"
1'X 3,125•X.5•MULLION '7 SI-NTH JF
THICK,STEEL STUDS TO BE A MiNIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ;`,/,+.�•., A' i*•••'
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :���+ •(O�t1�', X.. `
(i"Vf MULLION) \V
THE MATERIAL.010&1712 ANCHORS INTO WOOD MAYBE STEEL,1&6 S.S.OR 1010 S.S. ����+
A.LY�N MI tLLER,P,E.
FL P,E.1168705
TABLE 6A
Mullion Capacity Table(tbstitz
Opening Width(10'vsrucsAyspannigmtltlon5)orOpening Height(for hadzontasy-spatvttrgtntliimse) I��� �
5010 6010 701n Sam 001n 100 In 120 in 140TH 160 in 9( LLo
Reata99ular Zrap Tda`g. Rxtanga?or ZrepfTdang. Reelant0der Trep7Tdeng. R44langder TraplTdenp. tiacWgWnr TFaprrilmD, Ractangtix TtepfTdang, Rectangular Ttap/T0an0.,, Rul moat Tropridang. Rectangular ItopJTdang.In.Tube c 4
1X4%.126 Wadlg lowing Loadng Loodag La'Joe
Laadng Loadng Loadwg Loading Lowing tooting tawdng Labels (nadng Loafing Loadap Lanus L.4.9
All,
Mullion 91
� � � a s
11 JI � a or
42 In 170.0 620 170.0 435 170.0 144 170.0 476 170.0 Se8 00,0 we 170.0 992 170.6 879 !70.0 1116 170.0 621 170.0 1240 170.0 521 176.0 1488 170.0 62t 145.8 1489 Iles 621 127.6 1480 370.0 $21
4010 LISA TOB 170.0 624 170.0 630 170.0 681 00,0 992 170.0 GM 170.0 1133 170.0 661 170.0 1276 170.0 SIT IoMl 1303 00.0 666 130.3 1303 110.0 880 111.7 1303 170.0 680 07.7 1303 170.4 680 -1 LU
30.6251n 170.0 747 170.0 563 170.0 888 170.0 631 170.01046 170.0 684 170.0 1195 170.0 723 158,7 1235 170.0 747 140.6 1235 170.0 750 117.1 1235 iTO.0 756 WOO 1235 110.0 750 07.6 1235 170,0 I50 � a P �
-2 s
6443 170.0 791 170.6 612 170.0 056 178.0 491 170.0 1170 176.0 764 INA 1158 170.0 803 137.2 1136 170.0 631 123.6 1159 170.0 856 702.9 1168 170.6 Doi 082 1160 170.0 861 77,2 7166 110.0 661 m p �
Gain 170.0 085 170.0 701 166.7 1042 170.0 T97 1420 tO42 iet.t 832 123.1 1042 148.7 813 111.2 1042 738.3 861 t06.0 1642 130,2 791 03A 1042 125.1 782 71.5 tO42 125.1 792 6Z8 11142 125.1 782 � t0 J
53 In 170.0 9130 170.0 745 1512 1192 163.6 818 120.8 OR 144A 709 113.4 992 131.0 182 100.8 902 121.4 788 90.7 992 114.11 756 15.0 092 108.4 745 64.8 992 708,P 744 56,7 9� 1084 744 J
Gain 765.4 947 570.0 789 MIA 947 140.0 786 118.1 947 130.3 768 103A 047 117.7 752 91.9 047 100.7 738 82.7 947 1022 727 60.0 047 95.1 713 59.1 947 94-A 711 51.7 047 94.9 771 2 U)z' m
7210 135.0 849 142.7 737 1132 8411 {21.6 722 97.0 040 106.9 708 04.9 840 96.4 6% 75.4 049 88.7 988 07,0 846 62.7 675 56.8 849 76.3 659 48s NO 72.6 652 42.6 049 72A 651 ,��. til ��
76 h 116.0 182 120.7 665 06,3 742 102.6 852 8Z6 762 9010 640 72.2 762 BOA 629 04,2 782 T4.2 620 67.0 762 692 613 40.4 762 62A 602 41.3 762 59.8 697 36.1 7e2 58.4 493 J ((J)A �i Z
78 h 1089 724 111.4 631 84.0 724 94.8 621 763 724 B2.D 609 68.0 724 14.4 499 69.4 724 80.1 691 43.4 724 83A 683 44,5 72; 67.3 673 38.2 724 54.3 567 33.4 721 53.5 665 J
Win 69.6 643 71.8 483 58.4 543 60.7 474 49,7 643 62s 466 43.5 &3 17.1 450 38.8 643 42,6 462 34.0 613 38.6 446 2A0 643 34.9 p6 24.0 643 3Zi 430 21.7 643 30.7 428 2'
d N o
ESSIn37.3 479 50.9 427 d7.8 476 49.7 419 40.0 178 43,2 412 35.8 41838.6 406 37.8 478 34,8 400 28.7 474 3Z0 395 23A 478 28.1 380 2DA 478 25.6 380 17.9 476 24.2 370 0z
d�3377 41.1 341 33.6 377 34.8 335 28.tl 377 30,0 330 25.2 37728. 323 z2.4 377 24.0 321 20.1 377 22,0 317 111,3 377 19.0 370 i4A 377 1T.t 301 337 37.8 323 30.9 357 31.0 310 26.5 367 27.8 313 232 357 24A 300 20,8 IST 22.0 305 10.6 357 20.1 301 15.4 357 IIA 291 � xY
368 28.8 278 24.6 306 26,1 273 21,0 308 21.7 (JJ 212 17.2 106 Q X Q O
0, r m0
TABLE 68 Z
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca acl Table!ba it°!50
�
SaO.tmte: 2,70 Cbrier¢1. 3.5k Cmc. HWowcmu FNaa CMU PT Woad metal (DP-)X t(ALi LID CAP.,,,R,,,,1 ANCHOR GAP.,,,
5M6•Ewa Il4'SSEIco 5118•Ella lt4'SSEIoa 9tOStcel 41281wwt 012 Sled
`MULLION
AnchorCllpPatterntl MCMrT7Pe: 3JiffEfcaUlbaco- t74'fkoWlacm Nemec. 3•ts'EkoWtraeon U4'EkoUhl a. A66re4akr Uitrecan ADpraCator S43w(OS)Swms(05) Screw(G5) USE THIS FORMULA TOOBTAIN TNE't1NCHOR
Ed6a Ois14roeilk 1' 2.1rY i' 2-IW lire• P 2-12' 1' 2•tr2' 2• 3.110• r 0.46• 0.64• 6.324• CAPACITY REQUIRED'CORRESPONDINGTOAN
Embadmwnl Lint I V4' 1.314• 1-314' 1-314' z 1.174' MA' 1-74• 7.714• tato• 1-174• 2' tare• i w woos ACTUAL PRESSURE REQUIREMENT FOR THE
2An1W%Q4.7VMl.Of.I Standardor Otbet C9p(FW.1821 390aM 3MM 450 So 690 row 1644 On 270W 256 Ib- 354 los, 740w 3741ba 864los ash 6s 3156.0 44214.0 o OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aa41Mra 402.25'Min.O.C.I Siandord(or OBsal)Clip(Ft.3): TOD gu TO0IW 5806. 1470 tw 052 ibs WA NO lbs WA 6366.0 WA 00 lb. WA 6826s uSIw 112DIbs CAPACITY(FROM THE TABLE)OF 714E SELECTED
8 AntWmQJAY Min.0,Ql Standwrd(Dr06u0 Cap ft.4L gas[to 14001ba wA WA wA WA 780 les WA WA WA WA NIA 73e30u 1T7o6. 2NotW MULLION.IT WILLYIELD A MINIMUM ANCHOR
4 Anchora 80 3'Min,O.C.((2)295 MO[.Clips 7(FID.5): 7606. 780 tea 6606. 166010, tSS60M 5461b. 500 res WA 160 Its. 748 tin 86016. 169}IDs 6621as 8851ba 1120 W CAPACITY WHICH MAY BE USED TO QUALIFY
ll ADallbia 0 YNJ70'0.1(2)115Ar47k Gips r(Fq,ey. A01ba 1170408 10206, 23461ba 294410.0 fits 8n 84005 WA 1744111. It22 row 1320 the 2838 lbs 1022 On 1327 On Jose ADDITIONAL ANCHOR OPTIONS FROM THE
4ArcnwS(g 0A5'6470,67 IW,tnta.72SANm.(Fq.7r WA NIA WA WA WA WA WA WA WA NIA WA WA WA NIA 14301" ANCHOR CAPACITY TABLE.
2 Anchors }2S Ml.O.CJ F42fp(FID.95'. 350 lbs 3501as 2900x1 705103 478lbs NLA 280105 WA 31565 WA 4/D los WA 3116.0 442Ibs 560101 PRODUCTREYISED
4 Amtwts�Lt3•MI.O.Gf F-Glp(Fp.Bk 4860,14 10316.0 WA I WA I WA I W4 38010. WA WA WA NIA WA 692 bs BBS Ihb 11206. as complying w(d1 Wo pimida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
--y 1,000' �•-- Aaamptastcet4a�t0"62)) ,0
rNk lion Dai, fit)
TABLE NOTES: B
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4; FIGURES: FIGURES: Minmi dDTrott�n�t64
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1{11 17j
• • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. tiy'��,.•'41GGNS,� F•Q
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES 4.000' .` 111;' 610.513/05
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED.APPROXIMATE HOLE LOCATIONS.
• • • • d)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
• STATE h U.�
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ,125' %{�`-•'•. rLOR1pF,.•���`;�
SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'TH(CK.STEELSTUDS TO BEA ��C�1�1 •-....•• ``
( ) AND A36.ALL ANCHORS) HINTO METALHALL EXTEND GRADE 33 AND.046"THICK AT LEAST 3)CREW THREADS BEYONDHE MATERIAL.101&K -T ��711Y!d + 11
ANGLE CLIP FIGURES 58fi MUST BE USED IN PAIRS. 1
7'X 4'x.125• A.LYNN ALLER,P.E.
1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A ® � ^
Mullion capacity Table Ibsfft � ^
OPantngWtdih((oiwNra?yspalr9ngrmdlions)orOpanfogHeight(forhanzordaty-spamingmUBons)
601n BON 701n a9N 801. 40DN 120 In 1401n 1601. a
0
1X4%.3Tb Raceangdar TropJfd°rg' Rectengider Traprldang Reclengular Tmpndan9. Raterpdar Treprrding' Raclanvai TrepfTdanp• R.Oanpufar Traprlttarr0. Reatemisr TfWftang. Reet.9gJar 77apifda.g. Regangut4r It°prTa-0- a
AIx4x.375 Leadn9 Leading Ldet9n9 Loednn8 Ld30Ng Loadag Loadna Loading Laadao Loadn9 •Loadirq Lead.0 Laada9 Load.9 LeadN9 I.aadn9 L4".11 Latrine ok°
um,Tube
&aT" 2• x _ T 2r rs_ 2• 2• 2• _+_ .. x _ 2• _ _ D a_ t• a t r n 2' b 4a34_ r_ 0.'
Mullion ' ifs ' N
s gg z ���
42 fn 170.0 620 170.0 435 170.0 744 170.0 478 1704 We 170.0 506 170.01 892 170,01 618 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 1700 521 170.0 1735 170.0 621 170,0 1983 170.0 521 I~U
49 In 170.0 708 110.0 624 170.0 660 170.0 684 170,0 882 170.0 830 f70A 1133 170,0 fist170.0 1276 170.0 677 170.0 1417 170.0 BBB 170.0 1700 170.0 680 170.4 1983 170.0 680 M,ll 2624 170.0 000
00.023 in 1700 747 170.0 663 170-0 896 170.0 631 170,0 1048 170.0 694 170.0 ISDS 170.0 723 170A 1515 170. 747 170A 1404 170.0 756 170.0 1783 1 1170.4 760 Me 4949 170.0 756 136.5 1919 t70.0 756 a
04 in 170,0 797 170.0 812 170.0 958 170.0 691 170.0 1 1116 1 470,0 769 470.0 1276 1700 603 1700 1434170.0 037 170.0 1594 170.0 856 159.9 1799 170.0 661 137.1 1799 t70.0 Stat t20.0 1799 f70.0 881 to p
80/11 170.0 864 170.0 701 170.0 1063 170.6 797 170,0 1240 170.0 878 170.0 4417 1 HOA 944 170.0 1694 t70.0 996 105.6 1649 170,0 1033 1294 1619 Me 1083 111.0 1819 H0.0 1063 97.2 1619 170.0 4067 Fes„ to J
63111 170.0 030 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1488 170.0 Will 458.7 1542 170.0 1676 141.0 1642 110.0 1122 117.5 1542 160.5 1168 190.7 1542 187.8 1157 88.1 1612 167.0 1157 �
L
6610 770.0 974 470.0 789 SIOA 1168 170.0 903 170.0 7381 170.0 1902 160.8 1472 170.0 1086 142.8 1472 168.0 1140 128.5 1472 136,8 1130 t07.1 1472 147.5 1108 01.6 1472 410.0 4409 80.3 4472 448.0 Yf01 Z g �'
72 in 170.0 10&3 170.0 870 170.0 1275 570.4 1009 1508 1320 156.2 1141 132.0 1320 149.9 1082 117.3 1324 MA 1088 105e 1320 t28.6 1049 88.0 1354 117,0 1024 75.4 1520 142.6 1013 66.0 1320 112.5 1012
761. 170.0 1722 170.0 837 149.8 tSei 159.1 1013 1262 7/84 139,8 884 1122 1464 125.7 978 98,7 1164 ti5d 984 89.8 1184 107.5 9S2 744 1184 97A 035 64.1 t184 93.1 927 66.1 1104 92.3 825 to O 9z
!E 781. 1601 1124 170.0 987 138.4 1124 147.0 965 IWO 1124 126.8 847 103.0 1124 1106 831 92.3 1124 105.5 918 63.0 1124 98.5 sed 892 1124 09.0 890 59.3 1124 BC3 oat $1.0 1124 83.2 878
9010 408.1 844 111.6 760 90.1 844 81.3 738 772 BN 82.1 724 61.6 844 73.3 712 60.1 044 BOX 702 54.0 844 61.4 093 46.0 844 54.2 676 388 644 60.0 668 334 854 47.7 662 z � Q N O
96111 89.1 742 91.6 663 71.2 7;2 77.? 652 63.6 742 ST3 644 SS-7 742 69. 831 49.5 742 54.1 622 54.5 742 49.5 844 37.1 742 /3.8 600 31.6 742 39.8 600 27.6 742 37.5 5% YQ•• to yfl�§.3,O
1081n 62.6 688 63.9 530 62.1 568 63.8 021 44.7 086 46.8 513 39.1 668 4f,; 505 39,6 656 37.3 496 31.3 688 34,2 192 28.1 568 296 Of 223 586 26. 472 19.5 SW 24.7 466
Iii in 57.8 055 58.6 503 49.0 555 49.6 495 54.2 655 42.9 487 36.tl 655 38.0 180 324 655 342 473 2B.4 655 31.3 467 24.0 550 27.1 4S7 204 655 244 448 100 555 22.4 442 W Xy
1261. 454 475 46.4 433 384 475 39.0 42B 326 475 3X7 420 28.5 475 29.8 414 25.3 415 26.6 409 226 475 24.6 404 18.0 470 21.1 395 103 476 1qT 387 14.3 476 IT•2 3bi
1141. 1'64 310 26.7 306 22.0 330 224 304 18.8 330 48.3 207 46.6 330 IIA ?83 7
Zmao
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: � �0 NO
An horCapacity Tablejibs) ANCHOR CAP.,_::)
Sudstmla: 2.Tx(:awraie 3,5k lbnc. Hollow CMU FdM CMU PT Wood Metal (DP,,,)Xt =ANCHOR CAP_
Anata Type: WIW Eko uxt as 114'Eko Upt as 5116•Eko 3118'Eka UlbaeOri 114'Eka 1NUacdn 144•SS Eko 6118•Eied IMI SS Elco 4106 412.tae{ 412 Steel MULLION CAP.,,d,
Anchor CllpPattema Uluxgl A09reG8W UOtacan A9greGalorsacit(O5)ScMW(G5) $w (05) _USE THIS FORMULA TOOBTAINTHE"ANCHOR
Edge Ml-((n): r 2-lir I r I 2-lir 3.118• r 2-lir r I z•1/2' r 3415- 2• DAA 034• oa24• CAPACITY REQUIRED"CORRESPONDING TO AN
Embefteol(py 1+114' 1-Y4• f 4314• I i-314' r 1.114' 1-114• 4.114' 1 1.4141 1.1+4^ i-114• 21 Safi^ tare• +ales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchps®4.75'1,41n.QC,l Stemlmda05se1 Clip(Fig.tA2): 390 ibx 190 las 1 +5ams 6901as 1644 itis278 ihd 2WIbs 3549. ?40 lbs 374 If, 684 ibs 946A* 341 lbs 442163
m5so ma OPENING.WHEN IT IS LOWER THAN THE MULLION
4 Ancho142.25'W.O.C.IStandard(w0fteu CBp(Fig.3}: 704 13 WOWS 740 ms 58WOWS 852W WA ISelba WA WDM. WA 8801as WA 662163 0654b3 1120 I CAPACITY(FROM THE TABLE)OF THE SELECTED
9 ArnMm 14 1.15•MN.O.C./Standard(M06oagC119 ft.4): 884 Rd 1400 m3 WA WA WA WA 760 lb. WA WA IDA WA WA 1303 Rn 1770(ba 2240 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anotwea r Min.0,C.1(2)2x5 An&Clips I(Fig.6): 780 ft 784 Ills Bef"s 1580ibu 1896 ars 540160 SBBIba WA T60543 74816.1 680 lbs 1092lbs 582163 885 Hd 1120163 CAPACITY WHICH MAY BE USED TO QUALIFY
6 Aoolord a r Mi.O.C.111)215 A14 Caps I(Fic.BY 1170163 1170ibs 4020 tbs 2340103 2844 ft 810lb4 MO lbs WA 1140 It. M211* 132D I13 2838/63 1022 Ns tazr IDs 1680/63 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors 0BAY W.OR.t WC10.N£o.i2V Alum-ISO.7): WA WA WA WA WA NIA WA WA WA WA WA WA WA NIA 1430@4 ANCHOR CAPACITY TABLE,
2 Anthem 0225'MN.O.CJ 1`4211)(Fi9.6Y 150pia 35003 280163 7051bd 478 Ws WA 280103 WA 314 ks WA MDlbs WA 791 @s 442 lb. 5601- OR(3DUCTRBVISED
4Anch=*l.tS-MN.O.C.IF{O0(Fi9.el: 480)x3 ?Barba WA WA WA WA 380/63 WA WA WA WA WA 1 6821ds 1 885(6. 11201x° at rnmplyin8 with aw Fluid•
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1,062` 1.000'
Building Cuda ��••
-•-� f` -••i t+- Acoepianca NO{W'0 ��=J,`t('"`/&��•,[�3
E pi7at lJa1a- 2C'dnneLlS*
TABLE NOTES: BY r�r Q
FIGURE 1' FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Atiam"'Aldo Ihadact
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t I I I i i I)
• : s
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • � >\"Y`.:4lGEF1Sf:''•fit �,
• • • • • • • 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" 4.000" Nu.50705 t
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - r =-
FIGURE S: FIGURE 6: FIGURE 7:
• • • • 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 �tJY
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE " i:f E 0
6063-TSANDBEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375' RX.
5" t` •'••CURL••' `4�0��
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS ' !.r,Is)'1Ct j��.,L
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.8Y0&812 1•X 4'X.376' t tA.L{�NNrMILLLF
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. R•-MULLION MULLION FL RE•#L21k,P.E.
TABLE 8A
Mullion Capaelty Table Ibsn
Opening Nfld pOrning mtGotns)orOpening Height(for hod zaidaly-sparing mu➢ons) >ti kC
501" so M 70 In 801n 90 in too in 120 to 140 M 7801n LLO
Reclan9Wer Tnap/rd409. ReMenOWar Traplriteng ReclengWer Trepr7da"g. Reat4ngWar Tref rdnng. RectengWar TroptTdWV Rechn ar T pre 0 gni F70feng. Reclanow r 'tWTrI n0.
1.26"x BW mplTaang. RacMngWar Trb den. Rpefan ar Tro
Loafing Loafing Loadn9 Loadin8 Lwdng Loafing Lo9dna tpadug Lwdng Loaduig Lwdng Laalm Laadno Loafing 0800 L-ft Lwdng Lwdng -"j fiel w
3.168"x ,<
.266"Atum r .P' .& .Aq' F' .i:• & k a _ F fig•
TubaMull $ qgg yg tl § $ yL�� g N
sR L1 t7 O^ c7 tg t3 9^ §^eS ii gg a 8 t`� eZ t3ao t7c
� q 7 $gym
� Gtk s z
42 In t7O-Gj 620 170.0 435 1170.0 744 ST6.0 478" 77070 888 170.0 509 170.0 992 170o 518 17010 lits 178.0 62t 17tlA 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 621 161.8 1769 170.0 521
481n 170.0 708 17070 524 170.0 850 17070 684 170.0 992 170.0 630 170.0 1133 1700 661 170,0 1275 770.0 877 170.0 1417 t70A 680 154.6 1548 170.6 680 132.7 1548 170.0 660 115.1 1546 170.0 660 -j Z
170.0 747 170.0 683 170.0 808 170.0 631 170.0 1018 170.0 684 170.0 1105 1700 723 17070 1345 170.0 747 1874 1468 170.0 T60 1392 1468 170.0 758 119.3 1468 178.0 756 104.4 1488 110.0 756 2C V)
64 in i .0 797 170.0 912 170.0 936 774.0 691 176.0 itlfl 17070 7b4 1TR0 427b 70.0 001 163,7 1376 170.0 031 146.8 1376 1704 869 122.3 1376 170.0 861 104.6 1376 170.0 581 9L7 1379 170.0 861 � O 1--
GO
601n 1700 885 1704 701 170.0 1063 170,0 787 156,9 1158 170.0 878 139.0 7156 1674 gag 123,9 it68 156.8 919 111.2 1168 150.0 912 92.7 1159 144.8 905 704 1156 144.8 905 69,8 1165 144.6 005 fes^' w t0 J
63 in 170.0 030 1700 745 160.1 1051 170.0 050 137.2 1051 155.9 562 120.1 1051 1420 MB 100.7 105f 132.3 637 88,1 1081 125.7 830 6Rt 1651 118,5 an 60.6 lost 119.1 -021 60.0 1051 119.1 621 2^a a �
6610 167.1 957 170.0 788 138.3 057 151,6 805 f}6.4 9SI 734.0 790 70470 95T 121.8 717 02.5 957 1128 767 53X 957 108.6 769 69.8 957 100.0 750 50.7 867 08.0 740 52.2 957 90.0 748 =
VIn f28.7 804 1362 696 t67.3 804 116.2 664 91.9 8M 701,3 871 80.4 804 914 660 71.5 804 84,1 650 64.4 604 76.8 647 $3.6 804 72,3 033 46.0 004 69.0 629 40.2 804 69.8 620
761n 1094 722 1414 630 91.2 722 87.2 618 76.2 722 85.3 609 68.4 722 76,7 696 50.8 722 70,3 08 64.7 722 65.5 850 45,6 722. 60.5 570 39,1 722 56.7 565 34,2 722 56.2 $94
781n 1012 666 105.6 600 84.4 685 09.6 095 72.3 885 76,5 677 63.3 855 70,5 668 58.2 685 M,5 960 50.6 685 60.1 553 42.2 941 54,3 543 382 685 61.4 537 31.6 605 50,7 638 N r
90M 65.8 515 68.0 457 54.8 615 67.5 449 411 616 50,1 441 41.2 518 44,7 411 78.8 615 40.8 428 33,0 $15 37.4 422 274 515 33.1 4t3 23.5 515 30.5 407 20.6 516 29.1 404 Z
X
98 in 64.1 453 65.8 401 45,3 453 i7.t 397 38.8 453 41.0 381 33.9 453 384 35$ 30.2 463 33.0 378 27.2 453 304 374 22.8 453 2870 365 194 453 24.3 380 17,0 453 22.9 358 }d-. m 6Ln
Z Q�
losin 38.1 350 39.0 j_L321_ !1A 358 32.8 at$ 27,2 3% 284 3t3 23.8 350 252 380 21.2 358 22.7 30; 78,1 358 20.5 390 15.9 355 15.0 293t)IfiM 35.1 315 J58 338 30.1 301 25,1 736 26.1 207 22.0 J76 27.2 203 195 338 2709 289 176 338 t0t 285 ul
a X
t20M 27.6 290 28,3 290 23,8 260 19,9 290 20,6 2b6 17.4 200 78.2 253 154 290 764 249 -144 M 16.1 201 15,3 Q Q Q
TABLE 88 Z to
AANCHOR CAPACITY ADJUSTMENT'FORMULA: ma
neho7Co ecl TOb1e 14s ANCHOR CAP.,,,,,,„, g p-3 �
substrat 275Comnie ask com. Nct cmc FbedCMU I'TWpad Metal (DP)Xt >-ANCHOR CAP-
WV Glen 114.95 E1cp 6.15 Eko 114•SS Elco 010 Sled 6128tei e12 Stet MULLION CAP,•,o„„,,.
AnehorCllp Petteme McOar lyp9 3r1C Etto urtrsm 111 Ekoumetarl Uliracon 3nC Elco uttrxm 1tr Eitoueraew A9greGalM U8ra4a7 Agameatar Sct9n(05)Stam IGS) scfax(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR
EdOnaslameon) r 2-112' &WA
r 3415• r 24fr 1• 2.1/7 7 3.1ir r OAA 9.Sr a324• CAPACITY REQUIREWCORRESPONDING TO AN
Emnednent n 1341 tarna• 7-vr 1.114" 1-v4- MW 1414• 2 ts3• I'vr vartas ACTUAL PRESSURE REQUIREMENT FOR THE
2)nctars 0A75'MIR O.C.f Stan0ada 05sa1 CUp(Rg 1X 396 rosago 1. ms 16441os Votes 2600. am ms 740 ms 374los 6645e 946 us 341tos a4z is 566 as OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhrca 9y 1.15•MIR O.C.1 SlanMnl(a SMBet)GOp 010.2) 400 ms 700- NIA NIA 390 me NIA WA ICA WA IVA 682 WS a859x 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnCMi9®t3'MaI.0.C.IMa5AnaleCVV09a NOW 7Wmn0-1 1ms0so0s SwSs wA 7solos 746 ms 6419-1 1s�gs 029rs hesms u290s MULLION.I7 WILLYIELDAMINIMUMANCHOR
4Aminrs@o,45"MYIWA IVANrA WA WA NRA N1A wA ILIA wA NIA WA 143001 CAPACITY WHICH MAY BE USED TO QUALIFY
tArcigr7 F00p 07957 196Los 1950s4goi for los Welts 473Its V Ms 221 ma 280414 ADDITIONAL ANCHOR OPTIONS FROM THE
2AMnOr3 M 1,19 Min O,Cl FLSp B 6) 246110 35091, N7A N7A 1W oa NIA wA NIA WA wA 941 Dz 442 Ea 514 Its ANCHOR CAPACITY TABLE. PR
QDIICT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. mODUCT with the,FletiBa
FIGURE 1- FIGURE 2: Duitd'u1g Code VG-
TABLE NOTES: }^-1.250'--( Ampla0ta No ZI P
• , • Lx iratroa Date •�
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION120'
By�
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. h4imnl do hoducl Loo
11iti11)J7
FtGU 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE, ���tC3t1`(LYNAr JWJ�(l����i
". LE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP ST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSBE USE SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.68705 5.iN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALLFIGURE 4: Fi 5: FIGURE£:: •BEPRESSURE•TREATEDYELtOWSOUTHERNPIN£WtTHANSGOF0.55.ALUMINUMSHALLBEJ • T - �6063•T5AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND {�_ 5:�lo• U*` 1+ . 'GRt.Od5'THICK(18 GAUGE).STRUCTURAL STEEL7O BE707 LEAS7.125"Tri1CKAND7036.ALL � ' '•ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r7ji1+(}(vet,,,
• #10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410&S, A,LYNN IMILLE�t,P.E.
FL P.E#68705
TABLE 911 .
M901on 0apao) TDb1e{!belltd
Open(nOWidth(torvoJNPelh6pamdr72muuloas)Oropening Height(torhaditonlaDy-eparning mlltlom) �i�p„� a SX
c68N 6pN TON DOM 001. N SOD is f20N 1/Dla 160LLO
Reclen0ular TmplManp RocUnpWar Tmp/iMnD. Rae(enpr4r T2pTmn4, Reelarpr4al Tra da P.M.UA, 7m dlnD, Ractan04kr FrapTMrp. Ractaapf4ar 7mpTnerrg. Ra4tenpoiet TrapRrkng Roafen9Wa Frep?rtanp. r4
13fit o t0.'kq Lwdng twdn9 to6dma toaa, Lwdw Laadrg taadm2 Lwdnwg LO�a�iD (uadmg Load twd Loada
All. NO M D LoadklC LoadNg Lwdn9 Loafing
Alum.Tube � 1,11 9 � � y4p� oX
MUfUon Zjg Sa§^Y q6 $$pp^ r5� r a��l.tS¢1 y� ��' yb.'SaE'} .T5(�i �• �' 1r� U ��g' $$isS�J'
932
42 Z '0"r am 753.0
1, 170.0 020 170.0 135 170.0 714 170.0 478 170.0 860 170.0 508 170.0 170.0 '61D 170.0 1118 17aO 521 153.3 1118 f7O.0 52t 127.7 5118 170.0 521 108,6 fife 170.0 62f 06.8 1118 170.0 521 W
48N 170.0 TOB 174.0 52l 170.0 850 170.0 $81 167.0 870 170.0 630 146.7 976 170.0 Blil 730.0 019 1740 877 /17,3 97B 170.0 BBO 97.8 870 170.0 080 83.8 878 170.0 880 73.3 eT8 f7a0 680 J Uj
Sri-8251, 170.0 747 170.0 1B3 170.0 888 170.0 811 160,? 927 110.0 684 1311 027 1609 708 117.2 027 159.1 690 105.5 927 166.3 696 87.9 927 168.3 695 ]5.4 ffi7 156.3 085 85.0 927 16aS 605
541, 170.0 707 170.0 612 154.5 889 170.0 881 132,5 869 15311 683 115.9 069 141.8 669 103.0 O69 1N.0 MD 82.7 889 129,0 854 77.9 069 128.8 952 68.2 809 128,8 652 57.9 869 USO 652 Il.l -3 9 Q
6q N 1433 7d8 753,8 011 119.4 740 132.3 620 102,3 7411 117.0 608 88.6 749 107.0 599 79.6 746 101.0 592 71.8 746 06.8 587 69.7 146 031 163 51.2 748 933 583 44,8 748 03.3 6113 00 M
831n 121.7 871 132.9 51B 103.1 817 113.2 668 881 BY? 100.4 655 77.3 877 81.4 $d8 ffi-7 877 86.2 639 81.8 877 87.8 554 61.8 077 776 078 44,2 877 78.7 528 38.7 8J! 7a7 620
15 U tD J
60N 107A 617 d4'&i
630 80.7 617 87,8 618 748 817 08.3 500 6?.3 617 78,3 600 69.8 617 72O 494 53,6 617 803 409 44.8 Oil 041 463 3a4 817 63,7 482 33.6 Oil 63.7 482 �
IL
72N ffi.8 518 4SP 68.1 610 743 440 69.2 618 65.2 d32 bf.e 61e E8.0 415 48.1 518 64.2 110 11.1 SIB 50.7 411 54.5 510 48.0 408 29.6 618 48.0 406 2aD 610 45.0 705 Z In
T01, 70.5 4% 406 58.7 465 82.6 398 60,3 485 64.9 390 44.1 465 48.4 384 38.2 466 45.3 310 3S,2 465 42.2 574 28,4 485 38.3 367 25.2 463 914,5 301 22.0 465 58.2 563 g J¢¢
78N 65.2 {4t 3B7 54,3 411 67.7 378 {8.6 Mt 608 372 40.8 Jdt 15.4 368 36,2 447 41,0 360 32,6 tdt 38.7 358 273 447 S!8 348 23.3 411 33.1 348 20,4 441 327 346 BON 12.4 332 285 35A 332 371 289 30.3 332 923 284 20,5 332 28.8 260 23.0 332 26.1 278 217 332 24.1 272 17.7 332 27.3 266 15.2 332 19.8 202 13.3 332 18.7 260 ¢961, 35.0 291 260 22.1 291 30.3 256 26.0 291 20.4 262 21.9 201 23.1 218 WA 297 213 214 178 201 10.6 241 14.8 291 17.1238 12.3 281 75.8 232708N 24.6 230 708 20.6 270 x1.1 los 17.6 x30 16.3 201 16.6 730 tet 798 Q X Z
it1N 228 278 23.1 581 109 2fe 19.d 194 18.2 218 fab 181 t4.t 218 14.8 780 to N
120N 17,8 187 18.2 170 14.0 187 15.3 187 [Y
M
X
F- N y5
TABLE 9B a r Ln TB
Anchor Ca acl Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: € a
Outrsl2te: 2.Jk t.oncrel4 35k Cann. Hoean CMU FBKE CMU PT Wood Metal ANCHOR GAP. .,,,,,r
(DP }X t )=ANCHOR CAP.-
(OP-)AnaOaTYP1K 37t6•Eico Ulimcon tn'EkoUlOmon 6r10•Elco 37i6'EFaPUlireaon 174-Eko UOmoon 114"a9Elao Stie'EkoIWA
aO 9105te01 112 WOO! 012Stac4 MULLION GAP.,,,m,,,,,,,
Anch4tC11pPaNem9 Unawn ADpn6aata UiPawn Ssroai(45)Seaw(csJ SartwtGS) USETHISFORMULATOOBTAINTHE"ANCHOR
Ed2e 015farke Ont t" 2-fW t• 2-1& 3.1/9• 1- 2.1x2• 1• 2-12' 2• 3.1/8' a40• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmbedmHll(N: 1-V4' 1-914• 1.3'4' 1.374• 2• 1.174• 7.574' i-Iw f-114- 1•vr 1-174• I wv Ism' +wies ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 04.75'Mtn.O.C,J Standard a Mot alp(Fig.1F 39)@3 390 me 45063 690ma 1644 ms 210 ids 280 m0 354lbs 740 m4 374lb$ 684 fw341 ft 442 ibs 56Omo OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnohOt4 M 1.15•M1,.O.Q r standad(a Oftel)Clip(Fig,2k 400 m3 loft WA WA NrA WA 3801w WA NA MA WA682 ms 685 lb, 1120y. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AmWs(23•MN.0.Q 1(21 ZtSAngie Clip3/(Fig.3T 7Wfts 760106 O84m3 1560fb3 less rae 549 as maids MA TOOlbs 7481W 880IbS 682 m3 Wlbe 112076a MULLION.IT WILL YlELDA MINIMUM ANCHOR
3 Archon M 0.67•M41.O,C.1 Ud2p,1,ta.t00'Alum.(Flg.4) WA MA MA WA Nut -VIA MA MA WA WA MAWA WA 050ft CAPACITY WHICH MAY BE USED TO QUALIFY
1 Affeha7Flip iFq•57 185 ms 195 Re 22563 {451w 822Wa 135 ms 540 ma t71au 3701ea t47ltra 3321wv0 ms 2'27163 2B0 lbs ADDITIONAL ANCHOR OPTIONB FROM THE
tw 350 m3 N7A NA MA WA 1901bs wA NIA wA N/A341104 442Iw 560 Das ANCHOR CAPACITY TABLE. Ptl('i7)UCF REVISED
m complying wilh the Fi0lfils
Building Coda
FIGURE I: FIGURE 2: -•1.250'-« Amplanw NO16'IQ2.10.0
• -' ` • -- TABLE NOTES: L'rspimlim Data DZ
• i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Oy
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ml DO&hl*'t
tifl7
IGURE 3•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `����,t�.l LY(•!Pi fy�tj�/�
F
ANGLE 3}MU WON AND MULLION CLIPS SHOWN ARE N07 TO SCALE,FOR EXACT DIMENSIONS,SEE 3.250• ;.�; `TtiENSG',Fa
. . CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �t';• ••,�('r
M BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �<;• Nip 56705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5' FiGURE G GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100" v,5T 0"_`
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEI •"}'.• �V1f
6083.75 AND SE A MINIMUM OF.100`THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'v•'•,
"`"
.045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A38-ALL %'�^•'•P1OR}q�`••''
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100' �:�<S,', 1�
1110 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S.OR 410 S.S. MULLIONL-�j LEI f
77,1'1�Ot�j/•1..Y•���
A.LYNN;MILL, E ',P.E.
FL P.E.#56705
TABLE 10A p
Wellen C9peclty Table phsfe)
Opining Width(torverticeryipotrung mtClons)orOpening Haight(foMao2artapy+•3paRRtrg mdti�9) ���
5D In 601n 701n 8o to 90 in too in 120 in 144tH Isola a
12611326 RoctagWar Trent Jiang, R4 ww. Tiap Wrl. Rad.I?A- TrapTdaag. Reclanpalar TapTdarg. RdctanguWr TraPlydm Roctm War Tn O
g ptrunq. Raclwgula TmpfMang. Radengutar Tal Tdang, Ractangutu Trap7iarg. G
X.624 Loadmi; loading Loading Loading Loading loading Loafing Loa�np Loafng Lcodmg Loafing Loath, toadng Loading Loading Loofap Laadisg Landing ox 01
At64
Mullion
uN
u' U U Ua u` v t3 v m
J. as � s g R � a
421n 170.01 620 1 170.0 435 170.0 741 f 170,0 478 170.0 860 170.0 606 170.0 992 110.0 619 00.0 1116 170.4 62t 170.0 1240 170.0 521 174.4 1488 170.0 521 170.0 1131 110.0 621 170.0 1903 170.0 621
/Bin 170A 7011 110.0 624 170.0 850 110.0 6% 170.0 982 1704 630 110.0 113} 170.0 66t 110.0 1273 t70.0 677 170.0 1417 170.0 600 170.0 1700 170.0 680 169,1 1979 1704 600 140.5 1979 170.0 600
$0.625 h7 170. 741 1740 663 170.0 096 1700 631 Me 1046 170.0 684 170.0 1195 170.0 723 1700 1345 1700 747 170.0 14% 110.0 766 170.0 1193 five 756 152.1 1811 170.0 766 133,5 1877 170.4 766 ^� LY A N
�o
541n 170.4 797 510.0 612 170.0 956 170.9 691 770.0 1116 170.0 754 iJtl.O 1276 170.0 807 11CIA 1434 170.0 037 170.0 15% 770.0 856 166.4 1769 170.0 8b1 774.1 1169 170.0 861 117.3 1739 170.0 061 � O
Min 170,0 885 178.0 701 170.4 1063 R0.0 797 170.0 iN0 170.0 870 170A 1417 tree %4 161.1 15111 170.0 996 145.0 1511 170.0 1033 120.0 1511 170.0 1063 103.6 1511 170.0 1067 90.6 7511 170.0 1067 � (n � (n
Gain 110.0 930 170.0 745 170.0 ilia, 178.0 850 170.o 1302 170,0 %0 768.6 1370 170.0 1016 139.2 7370 1700 1075 125.3 1310 164A 1082 104A 1370 %&0 1072 995 1]70 158.7 1070 78,3 fA0 1SSA 7070 � l� ,'J-1
681. 170.0 974 170,0 709 170.0 1169 170.0 903 155.6 1248 170.0 1002 1392 1248 1605 1013 121.1 1246 147,1 1000 108.9 1248 139.0 sag 90.8 1248 1304 978 R,8 1248 129,0 976 58.1 S2{8 729.p 976 (L m
•„t 121, 167.8 f%9 17010 478 339.9 10{9 160.2 - Ii8.8 1%9 172.1 eM 101.9 1019 119.1 860 93.2 1049 109.7 848 03,9 1049 102.7 838 69.9 1049 %.3 625 69,9 1049 913 920 S2.4 Ims, 91.1 820 � J g w
o T81n 142.7 %1 49.1 871 718.9 841 126.0 805 101,9 %/ 111.2 TSI 892 941 100.0 777 79.3 %1 911 766 71.4 %1 85.5 167 69.5 941 TT.fi 7N 61.0 %1 74.0 737 Id.6 %1 73.3 776 J ng u Z
70 in 172.0 891 131.6 78} 1180 843 156.9 767 93,3 e% 102.0 767 825 0% 91.9 740 73.3 891 84.1 Jap 68.0 9% 78.7 T2! L5.0 8% 70.7 701 41,1 8% 67,8 781 41.3 8% 66.1 658
9Din 85.9 671 B0.7 696 71.6 671 74.9 585 614 671 61,7 575 637 6N 60,2
$66 47.7 671 6210 556 43,0 671 48.6 651 36.0 671 43,1 639 33.7 571 39.7 631 265 671 37.9 12S
y (D Q N O
ESSIn 70.8 590 72.8 b27 59,0 698 61.1 618 105 69p 5)A 609 N.3 690 q1,6 603 39.3 690 416 -0% MA 590 39.6 450 29.6 694 N,T 477 25.3 590 ,715 469 22.1 690 295 4% x-Z W
49.7 466 S0.8 421 41A 466 424 414 355 460 37.1 408 31.1 468 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 i7,4 466 21.2 31'5 15.5 466 19.6 370 611 Cs 19-
45.8 137 46.7 4ad 383 441 34.3 393 32.7 US 3d,1 301 28.6 441 39.2 392 75.4 4d1 27.2 376 27.9 N/ 24.9 372 19.1 441 21.6 363 16.4 N1 19.3 356 14.3 N1 174 331WN 36.3 318 36.9 N4 30.2 378 3tA 339 25.9 378 265 3N 22.7 378 23.7 324 20.1 378 213 323 181 }78 19.5 321 f5.t 318 tG7 311 W }(21.0 Z62 21.2 242 tZ6 262 775 239 11.0 282 15.3 236 In
N y
TABLE 10B D zm�
O
AnchorCapaelty Table 8be) ANCHOR CAPACITY ADJUSTMENT FORMULA: _ fT) Of lax
"trate 2.71c commie a6KConc. "011"Cmu Flnedcmu PT Woo] Mdal ANCHOR CAP.,,„„•„, -� aT i'��-"1
(0 da)X t )=ANCHOR OAP,,,,
&iC Elio U4'SS EKO 11W11c0 UC-Ella ale Stell ai26(eet #12 Steet MULLION CAP,,,,,,,k
AnchorClipPatlam>< Mch0r7)pe. 3.1cEl2ou6recm ua•Ekauarat0n Unrxon alsEicalmmcm urEtounracon yal Unrdcm AIGIWalur Scre1T(c15)StIM05) SCKWISS) USE THIS FORMULA TO OBTAINTHE'ANCHOR
E4gl dstaree pna /• 2.1727 t' I 2-112 3418' 1 i' 2-UT t• 2.112• 2• Siff 2' 0,48' o.54' 0.324' CAPACITY REQUIRED*CORRESPONDING TO AN
Em4a9nad Sala• tare 1414• taro• r 1-vq• 1•va• t•vd' 1-vb• 1.R4' t-v4• Z' 1-sa• Tare trales ACTUALPR£SSURE REQUIREMENT FOR THE
2Aaetat9N475•MAILO.C,t Stanlad0r0R10t Glpt9g f7 30D ars 308 Os 450105 ago IDs 7611 IDs 2108n 28095 351 Ms Notes 3748n 664 In 446 ms 341 ms 442ms we 8a OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Art�l 01.15'MM O.C.7 Standmol(a Oftl)Gq(na 2) 4M ms 700 Wa ILIA WA NIA WA Mae NFA WA RIA WA WA 58293 885 me 1120 to. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Archols�SMm.O.C.!(q 2t5Atg1eG9p5/(tag 31 7110 Ws 760 ins 1110 fps 15M 104 1M6ms WO ms 56D E9 NTA 760109 748 Xn ecomas 164286 682 ma, 86510a 112DR9 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arctaa g 0.54'Mm.O.C.I U4:pp,914 Aov Alum.(Fig d) NIA WA N7A WA NIA NIA WA NIA WA tbtfa WA WA tUA WA 85004
CAPACITY WHICH MAY BE USED TO QUALIFY
I ARt10fI F4:0p(Flg Sa 10393 14509 225IDS 445113 022 Xd OSMS 140 ins rams 3701be tel to, 33219 41379 1./093 zzt ro9 2.8084 ADDITIONAL ANCHOR OPTIONS FROM THE
2Andna Q 1.15'Min O,CJ FLtp g 2d0 ms 35009 NIA WR NIA WA 100 Ga, 171.0 WA WA 1aA WA 341 ms 442109 5M 89 ANCHOR CAPACITY TABLE. PRODUCTRGVISED
A cnmplyin8 With W0 Fbtfdr
A ait�do UP-67
FIGURE 7: FIGURE 2: 01��Iii'6N
�1,..
TABLE NOTES: t25w Ex iale 021
• 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. MIMPmdOct
U 93777 r
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \ {�4A�(, tQ 4)�`
•ENS
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
ANGLE 3.
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t• .
i * BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58746 _
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL -'O•'•"' �7. / t2'
FIGURE 4: FIGURE 5: FIGURE 6: ) p Jt� UI
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4' ,•�1 ' L! Z.
6063-TS AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND L ;�••. ,••t�;,�
. .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL �� Sp""..•'•�(pRLVI:,•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND 7HEMATERIAL 1,25'X3.25'X.624• ,;1 0!",
#10&1712 ANCHORS INTO WOOD MAY BE STEEL,1"S.S,OR 410 S.S. MULLION A.LrfHIVIMiLi.�\R,P.E.
FL P.E.#58705
TABLE 11A ® h
Muillon Capacity Table pbalte) g
openingWldth(tarwdias4y-spanftan lois)oropeningHalght(TDrhodronta4y6panningmullions) :f
5014 60 in 70 in 5011 gait 1001. 120§1 140 in 160 ink• o
126x3.94 A-91-OWU TI.P174eno, R40.nQWar Tmptfil..q. R.N.ngWa Tmp46Nq Ractangahl TUplTdmp. R.11. ul.1 Twpllibag, Roata.g.L. Tnpan np. R.Impi t TmprIK-ng. R4ctangWar TrapTRianQ. R0cu1pUa7 TnP76..9. CS
laa6ng Loading Lo.6rq Uadag toiling Loading Loa6p Loa6nil tooting tnadwp 103&,4 Load:p to _ �x4
x,62d adep Laa6ng to3li+p toaduq koadng L.ad7rq
Alum.Tube ,. •§' .�r � 5_ •S� a' .. •s '>.. fi.. € e. §' s„ .€ _ ._ .€: s.. s_ �
Mw9cn a a S ; ^•�. lr �� g 1Lgs "se r2
uw. v u u9 u u' u u u9
s'� �'� �a �� �� ��` •��� '� ��. � s'P �'� s� fi'� �� e� �� b �� �� _� ,�'� 5.� � s"".� �� •�� �$� F� �'� �� a •�a �`� ua in ��mm �ii
4� z mea
421- 170.0 620 110.0 435 170.0 744 170.0 470 179.0 968 170.0 508 170.0 992 170.0 519 170A 1it6 170.0 521 170.0 1240 170.0 621 1700 1488 170.0 521 170.0 1735 170.0 621 170.9 1993 170.0 621 0
lain 170.0 70H tlp.0 Std 174.0 850 110.0 681 170.0 992 170.0 630 100 1133 50.0 651 59.9 l2J6 170.0 577 fT6.0 /H7 Sp.O 68G 170.0 1790 /70.0 680 110.0 1983 170.0 680 fTtl.O 2267 170.0 890 -7 W
60.625 M 179.0 747 170.0 567 170.0 896 770.0 631 170,0 1046 170.0 604 179.0 N95 170.0 723 170.0 1345 1700 747 170.4 1494 170.6 758 174.9 1793 179.0 756 tt9.0 2092 470.4 756 170.0 2391 110.0 756 '� t'L' O)
641. in.0 797 IRA 612 170.0 956 170.0 691 170,0 1116 170.0 754 170.0 1276 170.0 BD3 170.0 1434 170,0 837 170.0 1594 170.0 856 178.0 1913 170.0 ebf 170,0 273f 1700 BSt 160.2 2103 170.9 857 W O o O
03 O (-
50 in fT&0 869 170,0 701 770.0 1963 170.0 197 170.0 1240 170.0 1173 170.0 3417 170.0 941 170.0 1594 170.0 996 170.0 1711 170.0 1033 170.0 2126 170.0 1063 14U 2763 170.0 1063 129.8 2161 1100 1063 {jl M 0)
63 1. 170.0 930 7700 745 170.0 1716 170.0 850 IMO 1302 1700 940 170.0 1488 170.9 1015 170.0 1613 170.0 1076 t7OA 1859 170.0 1122 156.9 ZD60 110.0 116§ 1745 2060 iN.O 1171 117.7 2060 174.0 1171 W J
661. 770,0 974 170.0 184 1700 1169 170.0 993 170,0 1]N 50.0 1002 170.0 1558 170.0 1086 176.0 1763 170.0 1155 170.0 7948 110.0 1210 1431 1966 it&tl 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1288
J 721- 170.0 1063 170.0 678 170.0 1276 170.0 1009 170.0 NBA 17p.0 1126 170.0 1790 110.0 7228 134.1 534 1701 1315 139,7 1734 169.8 7386 115.6 1734 t55.9 13U 99.1 1734 160.4 1352 66,7 1734 150.2 1352 J $
0 761. 170.0 7122 170.9 937 170.9 1316 170.0 1060 168.6 1556 110.0 @99 147.0 1556 165.2 1185 131.1 1556 151.5 1266 117.9 1556 117.3 1261 93.3 1566 123.3 1229 042 7556 '122.3 1219 737 1556 5211 7216
TBin 170.01 1151 1170.0 957 170.4 1361 170.0 1118 155.9-Tr-?.1694 INS 136.4 1477 752.0 7221 1218 1171 134 z
.1 1205 109.1 1471 129.5 1191 90.9 U71 116.9 119 77.9 147T Ilea 1158 6&2 UT7 109.3 1154 Q �
90 in 142.0 itt0 146.6 996 5184 1110 123.9 969 105.5 1110 1019 951 8&9 1110 143 916 7&9 1170 87.5 9X1 Tf,9 t". 9047 910 69.2 ilia 11.3 891 W.y 3110 65.6 816 44A 1U0 62.7 870 1-- C14 Q N o
96 in 117.0 975 1193 812 87.b 975 Rn.6 856 83,6 976 98.7 B12 732 97d 78.6 829 b5.0 47d 712 Btt 68.5 913 65.4 ear 48.11 976 61.4 789 Alis 976 523 776 36.6 475 14.3 767 T-
108in B2X 771 04.0 696 60.6 171 cq
I9.T 695 68.7 711 67.3 614 51A 111 64.3 664 45.1 771 d9.4 655 4t,i TTI 449 647 313 771 33.9 632 240 771 35.0 621 25.7 771 3?A 642 4 j d•Rz 90?1a
W
1I0 71.3 661 63.1 730 6S.0 650 64.1 730 59.3 640 47.3 730 49.9 631 42.1 730 45.0 622 31.9 730 N.1 611 37.6 130 35.6 6D0 27,0 730 31.9 699 23.7 IJC 29.d 631M624 6y.4 569 45.9 670 61X 550 4?.8 5Id 44.3 b52 37,5 624 391 644 33.3 624 35.3 537 39.0 624 322 531 25.0 624 21.7 619 21A 624 24,6 529 79.7 624 22.5 601 x M 1y 433 35.1 490 260 433 29A 3% 24.8 433 26A 390 21.7 433 22-1 385 19.3 433 200 381 1743 d33 111X 376 V h y,
TABLE 11B zm� 0)
AnchorCap Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: „g �m�
S.W.W 2,7k Contine 36kcanc. Ho"emu Fl9e0 CMU PT WOed Metal ANCHOR CAP...,•"", �-3
(DP,)X� >-ANCHOR CAP.,,,
5'76'Etta 11d'RS Ek0&i6'Eko yr ss Eiro ata 61atl ai2stea 012 9icei MULLION CAP.,e,,,,,,
Arnaa Type 3Ti6•Etco U6rsm ttr EK4Ua2eon 3'sC Elco tMraCOn 11r EkaUatacon �0" VWC(In A90MGdar SCMW(05)Scmr; Sa76srM USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnehOrCllp PalPoma � U4racon
Ea00 DeMeAl gnT 1' 2.112 f• MIT 344, 1• 2.112' 1• 2-112• 7 31x3• 2 0AW O.Sr 0.326 CAPACITY REQUIRED'CORRESPONDING TO AN
Emlcanent n I V4' tarn talo• ta+a• 2 1•v4• 1-IM b54' 1-v4• 1414' 14W z 1.3a' 138• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors rd4.7s Aan O.C.T SIen06n1 I MO C8p(F7a 1) 010 ms 390& 450 ars ego On is"ibs 2Iat03 260 as 354163 7401!. 37410s 6b4 a6 97610s 341 ors 44286 WOUa OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMMM01.15•Mh O.G ISta4Mtd 0T O(W)COP(Fig 2), 40D ars 70aBa Ru wA WA NIA 38066 NTA WA NIA WA NIA 68205 095 as 112D 1W CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amhxs 03"MM O,C.1(2)2 M015C4ps I(Fig4 YeD ors 7soms 116169 f5 for IMSIbs 5401966011. 111A 7601W MIDS 83Daa 1692109 6221os ON a6 1120 MS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AMMM @0.54•Mir.O,C.l Mp,M10.100'Aia01(Fla 41 N/A WA NIA WA NIA WA wA NLA WA NLA WA WA NIA WA i2v Ibbs CAPACITY WHICH MAY BE USED TO QUALIFY
tAat�r Fc9p(Ra 5) tgS ibs sg9Ra 225krs
445 Me 622 Me 139169 14011,3 I 16169 3701W 167 ms =an 41394vo ms 227 INS 26D Its ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancrotsr-1.'1e AM O.Cl Fcl0 a 240163 350 Me NIA WA NIA WA 790106 NTA WA NIA WA WA 941163 442 as 1 660 a4 ANCHOR CAPACITY TABLE, PRODUCT REVISED
as complying with the Fkd&
FIGURE 1: FIGURE 2: 1.250' Building C .
. • TABLE NOTES` Ac«pta»cc No�'bZ1�'•p
Bsryim'an Dot* 202!
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By D
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mia Dade Product
iiSUlttl
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,,\ 1.((Yt�+'h; //
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94• `SyON;•''`�GENs(e•'•�'�� %,
•
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y, • CLIP MUST
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
't : Ala.58705
IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL-CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,+
FIGURE4: FIGURE 5: FIGURE 6: 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 T '•J1 ,rATfft//!`:
• 6063-TS AND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624• `C�•'• /,, -`.'
.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND ASS.ALL -L r'� •(OR S).,'•'('!��`
• ! ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ''�iiSSJC)r)f•�S. i j�
#10 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.B.
1.25"X 3.94'X,824' A.LYNM MILLER,P.E.
MULLION FL P.E.#58705
TABLE12A
Mullion Capacity Table tbe#?
Opening Width(for verticaksper99ng mullions)or Opening Haight(for tarizaMety-spanning millions) B
601. 60 In 70 in 801n 001n lob 120 in 140 in 16AM
Reetangutet 11WIll g. Reetsolular AsprMartg Rectmpul Traprlitam. Riclabgul" Twprrdatq. Ractx:eular TrWTAing. Rcclangd•t TmpTda0. Rectanow Trwildva Rectangular Tmpridan9. R..111 PAlrepriilM9 9
2X4%.26 LAnd.9 Sooting w4np Lowing toeing Lwdrg Loafing 4oadne Loafing Lowing Loadng Loaabtg Loaft Laating Loming L.4ng LvadNg toadn9 a
Alum.Tube aAr & F & F k A
Mullion a � 1n
g 9 U) its ra
42 in 170,0 620 170.0 435 170,01 744 170,0 470 170,0 888 170.0 506 170•D 992 170,0 510 170.0 1116 170.0 621 110.0 1240 170.0 521 170.0 I4S$j 170.0 521 170,0 1735 170.0 621 170.0 1983 170.0 tilt Q W
481n 170.0 700 170.0 624 170.0 650 110.0 054 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 071 170.0 1H7 770.0 680 570.0 1700 170.0 580 470,0 1983 1170.0 880 1704 2267 170.0 680 J W
60.62510 1700 747 170.0 603 170.0 696 170.0 631 170.0 1046 117U 1 684 170.0 1103 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1703 17D0 700 170.0 2092 170.0 766 1170.0 2391 170.0 766 g fA
54 in 170.0 797 170.0 612 170.01 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.D 1434 1 170.0 837 170.0 1594 170.0 856 170.0 1913 1704 801 1170.0 2231 170.0 Set 1 170.0 25W 170.0 891 W O Q
600 170.0 865 170.0 701 170.01 1063 170.0 707 1700 12401 floe 1 876 170.0 1417 170,0 944 170.0 f594 170.0 09e 1700 1774 170.0 1033 170.0 2125 170.0 1003 170.0 2470 170,0 1003 160.8 2080 170.0 1083 4.310
Win 170A 030 170.0 745 170.01 the i70.0 650 170.0 1302 170.0 940 1704 1488 1708 lot$ 170.0 1673 17x.0 1076 170.0 1059 170.0 1122 170.0 2231 170.0 110 160,7 2553 170.0 1171 145.9 2553 170.0 1171 'J
66 In 1700 974 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 1704 1666 170.0 1006 170,0 1753 170.0 1155 170.0 1040 1704 1210 170.0 2338 170.0 1275 161.8 2437 170.0 1286 732.9 2437 170.0 t2aa
72 In i700 1063 1170.0 SIB t70.0 1275 1170.0 1009 170.0 1488 170,0 St2S 1704 1700 170.0 1728 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1488 124.8 2184 t70.0 1529 109.2 2004 170,0 1530 z
y lain 170.0 1122 1 170.0 937 170.0 1340 170.0 1060 170.0 1570 170,0 1209 170.0 1764 170.0 1322 15IIA 1960 170.0 1421 146.6, 1960 170.0 1(103 123.0 1960 1014 1540 100.1 106D 154.0 1535 92,9 1960 1152.71 1531 � Lu� 66$ Z
2 78 in 170.0 1151 1170.0 987 170.0 1381 170,0 1116 170.0 tell 170.0 1250 170.0 1042 170.0 1089 152.7 1861 110.0 1474 137.41 1061 1 183.1 7500 114.6 1S61 1.147,11 1473 08.2 1661 139,6 1459 819 186! 137.8 1454 ,a= t7} V
91)to 1100 13241 170.0 1144 149.1 1398 1 156.0 INS 127.6 1398 138.0 INS 111.8 t390 125.3 file 99.4 1398 150.2 1162 89.111398 1014 1147 74.8 1390 BRA 1122 83.8 1396 82.7 1105 65.9 1398 78.9 1006 'i
-1 Q 01 p
061n 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 1112 1061 92. 1229 98,0 1044 81.0 1220 894 1029 73.7 1229 02.{ 1010 61.4 1229 72.2 003 52,1 1229 Z46S
1229 62.1 967 Z O
1081n 103,6 971 103,6 STT 86.3 971 09.0 862 74.0 071 77.2 649 64.7 971 68,4 831 57.5 971 61.8 025 51.8 971 66,5 8!5 +3.! 971 49.0 796 37.0 971 871 404 771 rA oOOgr
ill in 954 One 97.3 832 78.5 918 81,9 819 66.1 019 709 006 64 919 62.8 704 534 618 56.7 784 47.7 919 61.0 774 30.7 919 44.8 760 34.1 019 819 37.1 732 W '
X
1201n 76.5 788 76.8 718 82.9 780 64.6 705 W.9 780 65.0 693 17.2 788 49,4 806 41.9 44.4 677 37.7 788 40.6 868 31,5 780 3{4 853 27.0 786 788 28.4 631 ..1 } Q
1441n 43.7 546 M.2 b0i 35.1 548 37.0 Ogg 312 54a 31.8 491 27.3 8M 28.2 485 -.-.31Z 25.3 479 21.8 648 22.9 474 18.2 548 185 484 l6At $46 ---
M-
40 56.5 Ne X 7
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: N 0 N
s,
AnchorCe aci Tabl♦(lb4 ANCHOR GAP.„,,,,,,r $i
sutevale 2.7xcorc6ae 35xcmc. NotWarCMu FpkdCMU FTwoad Max (DP,,,)X( -ANCHORCAP.,,, �.y�,-.a
t9lrDco 114-SSEko HI6'Eko 1fC 5SEtto B10S1ed 812SIfo
Ieel #12 Sted MULLION CAP., ,,
.016011 Type ate Elco Ugra:m V4'FRounrdcon Durecon Rite Ereo wraem va•EkaUBracon or upracm A�aGxv Screw G6)Strlar(053 6trex(G5 USE THIS FORMULA TO OBTAIN THE"ANCHOR
AnehorCilp Fatt6m♦ A90�a;x t )
E0g3 anarcc gn7 1' 2-vr 1• 2-1/2' 3410' r 2.112 1' 2-VZ 7 340 2' 0.4B' 0.54' 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN
EmDednlnt 6n f,at4' 1$'4• 1314• 134• r 1114• 1.114• 1.1/v 1-114' 1.114' 1414' r 1318• I-wr rales ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMtNrs®4.76-MIA Q,C.I SWIM 6r 00sd Cep(Fig 184 300 bs 300Ins 450 ba 030 96 IBM IDS_ VOW 286 Ws 954 bs 7401tS 374 IDS 664 b6 016 Its 341 Kin 44226 56005 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnctralsO2.68'MR,O.C.ISIM=(ar dhe0C6p(F193} 7408» 7409as 630101 1405106 142424 NIA Sm So NIA 095 Ins NIA SM 1ba WA 68291 08586 11231ua CAPACITY(FROM THE TABLE)OF THE SELECTED
BAntnars®1.71"MIn O.C.ISian®t0(ar Odset}610303784y 683M 0506 ms f94
758 61Ds NIA WA 705 go NIA 1991Ds HA WA WA '102t11s 1327 Me l66xs bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Archors9�aM1n.0.ar{g2<SArWe6�psrfn95T 76o•s ?Wft 680 bs f5aiws 189ams LTA o bD 5m 26 NrA 760 Its 748Iba 68WO1ts 16ar1m se2los 665 as 1120 as CAPACITY WHICH MAY BE USED TO QUALIFY
6ArcroB 0 TMin.O.C.r(2)ZMAMISCV2 10111,67 11IMMS 117028 102010a 2MR6 2844 IM I 8161los 8402e NIA IM a6 1122 ba 1320 An; 9999 b4 l022N6 132706 sswms ADDITIONAL ANCHOR OPTIONS FROM THE
3AM110n01.34'Min,O.C.I UCOp.W0.12YARM ft 4 NIA NIA NIA WAIUA 1,11AWA NfA WA NIA WA WA NIA WA ole ANCHORCAPACITYTABLE
6AwMm 60.64`MK 0.0.111411P.Into.l2C AW,(Fig,61 NIA WA NIA I.
WA WA WA N6A WA t1IA WA WA NTA WA 21 ba PRODUCT RRVISISD
nc
2AMrs®260'Mln O.CI FCtlp 010 0S 9M IDs 3701[6 91526 7432E 712 0o NIA 2aD 2s NIA 548101 WA 440101 tgA 341 bs 4429E 56025 as campSyin4S with 700 FlOcida
3ArclNrs®t.7f'MK D.Ct FLt ( .107 44321 1 526 g6 1 3791bs 013505 NPA NIA 353101 NIA W91M WA WA WA 3/1 bs 661 bs 8402E BuildingCode
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acxptarm t4a+,rv'd21$,oay
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ['xplmli 1 Datc QQQj
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
TABLE NOTES: 2.000`-- BY..
• • • • • ♦ • Miani Dado Product Coo
ttlit lilttttl
• • 1)SEE ET 1 FOR
AT ON RUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR
GENERAL `�.�Ylt3\1�••,�t„^d/!(�,�i�f
• • • • • tG= Sh ••,P
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��' 4 •,;k
s • • • .250' -_ 4.000' _ N0,b37t16
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES 70 BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE :�,• / (v
• • LOCATIONS. ;;A7'EC7F r LU.
FiGURE7: F(GURE8: FIGURER: FIGURE 10:
ANGLE CLIP 4}SUBSTRATES:CONCRETE SHALL CONFORM CO.001301 SPECIFICATIONS.HOLLOW GROUT-FILLED BLOCK UNIT % /•'\ fiCORSDI?••(j,�
a: : f (FIGURES 5&6) (CMU)SHALCCONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, �L S•1,'^• •�\
MUST USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK,STEEL STUDS TO SE AMINIMUM GRADE 33 AND.045"THICK(18 7 X 4•X.25'MULLION tft` CjIVl:�I_ tt`
LA
o• • S PAIRS, GAUGE}.STRUCTURAL STEEL TO BE ATLEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYt$N1Mi�.�.ER,P.E.
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58706
TABLE 13A w w
Mullion Capacity T9b14 ibam
OponIng Width(forwrtica*spenrif Mullions)orOpentno Haight(for hodwritakspannirg mullions) � F
50 in 80 in 701. 1 in I g0 in 1001n 12010 14081 16010 5
Rectwtjitw NPIT110V Rectengder Tmp•Tdang. RectanguIN Trap"01mq. Recle.gilor Tra)Jrdang, RoctanpW TfwydaN. Raclengdw Tlep(Stang. R-0fangder 7twild np• Ractanpder 'GepRdoog. Rectangular Tto d.g, O
2x63c.25 Lnaduq LowrIp LoadnO LowSng Lwdng Loadre Loodnp Load'o I.-rov Loadnp Loading L.dNO L.'w Loaft Loading Leading Load" Laadag q
Alum Tub
•
Mullion g ,.. •a c A. .. �. a $.., 7s.. 0. g � S.•' ffi,� k� D'
a log a �
Al
a s' � g� �� � � � $� g• z T m
42 it 170.0 820 170.0 435 170.0 744 170,0 476 170.0 080 170.0 NO 170.0 992 170.0 619 1170.01 1116 170.0 621 170.0 1240 170.0 521 1740 t460 170.0 521 170.01 1735 170.0 621 170.0 1083 170.0 521 Q W
48tn 174.0 708 170.0 524 170,0 550 170.0 $84 170.0 602 170.0 630 1740 it" 1740 001 t701 1275 170.4 677 170.0 t4t7 170.0 660 ST44 1700 1700 080 1740 ISM 170.0 68D 170.0 2267 170.0 986
W
5042510 570.0 747 170.0 583 170.0 888 174.0 831 170.0 1046 170.0 664 1704 1195 170.0 723 170.0 1$45 174.0 747 170.0 1484 570.0 750 170.0 1793 170.0 750 170.0 2092 170.0 758 170.0 2391 170.9 758 2 (j''m rA
541. 170.0 767 1704 012 170.0 958 170.0 801 170.0 1110 170.0 754 170A 1275 1T0.0 803 170.0 4434 1700 837 170.0 1594 170.0 858 1700 1913 170.4 801 170.0 2231 1?0.0 801 170.0 2550 170.0 861 W O$ d
M
C3 I-
BO N 170.0 885 170,0 701 170.0 1083 fl0.0 787 1740 1240 170.0 878 170.0 1417 170.0 944 170.0 1581 170.0 888 170.0 1771 1740 1631 170.0 2125 170.0 5083 170.4 2418 170.0 1063 170.0 2833 570.0 1003 0 in
B3 in 170.4 930 170.0 746 imo 1116 170.0 850 470.0 1302 170,0 940 170A 1408 570.0 1015 170,0 5673 170,0 1076 1740 1059 1700 1122 170.0 2281 170M 1%9 110.0 2603 170.0 1171 170.0 2875 170.0 117t �
60 In 170.0 974 170.0 749 170.0 1188 170.0 003 170.0 1384 170.0 1002 170.0 1558 170,0 IWO 170.0 1753 170.0 1155 170.0 ID48 170.0 1210 WOO 2338 170.0 1275 170,0 2727 170.0 1286 170.0 3117 170.0 Wit Z $ m
.Cr4 721n 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.6 1485 170.0 1128 170.0 1700 170.0 1218 t70,0 ISM 570.0 1315 IM0 2125 /740 t387 1740 2550 1704 14611 170.0 2875 170.0 1528 tT0.0 3100 174.12 4530 (�,)
It
78N 174.0 1122 t70.0 937 170.0 1346 170.0 IM 170.0 1570 170.0 1260 170.0 t744 170.0 1322 170.0 2018 170.0 1421 170.0 27A3 170.0 t5% 170.4 2692 170.0 1029 IMP 3140 170.0 1494 170.0 3589 170.D 1705 DW. A SZ
781n 1740 1151 174.0 907 170.0 1381 170.0 1118 170.0 1811 170,0 1250 170.0 1842 170.0 1359 170.0 2012 170.0 1474 170.0 2302 170.0 1564 170,0 2703 170,0 1700 170,11 3223 170.0 1777 170.0 38&1 170.0 1790
9D In 170.0 1326 1704 1144 1700 ISO 1700 1328 170.0 1859 t700 UPS 170.0 2125 1740 1853 170.0 2381 /70.0 7793 170.0 2658 1700 1916 170,0 3168 1704 2123 1$04 3413 170.0 2273 136.6 3413 170.0 2351 d N O
981. 170.0 1417 1740 4232 170.0 1700 170.0 1434 170.0 1883 110.0 1622 170.0 2297 1740 1784 170.0 25M 170.0 1952 170.0 2833 170.0 2095 100.0 3199 170,0 2338 137.1 3188 168.6 2470 120.0 3199 158.1 2428 )- L .0$`O
108 In 1700 1504 170,0 1403 170.0 1813 170.0 1847 170.0 2231 170,0 1870 170.0 2550 170.0 2016 184.8 2161 090.0 2271 148.3 2784 401.9 2333 123.0 2781 140.4 2281 105.9 2781 126.0 2234 02.7 2781 1t6o Val) N q
tt1 N 176,0 1836 ST6.0 1454 170.0 1988 170.0 1700 170.0 2283 170.0 1832 1704 2021 170.0 2148 151.4 2832 162.3 2245 134.8 2G)2 148.4 2218 113.8 2832 128,$21 88 87.8 2832 115.1 2128 85.4 2832 1943 2086 tWL' X n� Y
1201n 170.0 4771 170.0 1588 170.0 2125 170.0 1559 154.4 2252 1S94 1801 135.1 2252 IAL4 ISM 120.1 2252 127.2 1938 108.1 2252 110.1 181$ 80.1 2252 90. 672 772 2252 88.8 1x38 117.0 2252 01.4 1800 to N
}✓
iH in 125.1 ISM 126.8 1445 104.3 IWAI 106.1 1425 a9A 1584 91.5 1407 782 16" 80.7 1390 80.5 1S 4 72.3 1373 67.8 1584 85.7 1350 521 1584 58.0 1330 44.7 1584 48.2 1305 39.7 1584 44.4 1283 Q N 0
t7 (7
1yr zm4A fn
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA,
Anchor Coinacitv Tablefibs)
Su.ttat¢ 2.7k Cotwtak s.Sx Om;. NOSav CMU Fieed OMU PT Wood M.W (Dll_)X jANCHOR CAP.,,,,,,,,,, ANCHOR CAP„",
5•IS.Ek. 1/4'65 Elco 5110'Elco iM'SS Eko MIO SIeN 012 Steal p1261ed MULLION CAP.,",,,,,,)
Anchor Cil Pettern8 A�Iwr7YDo: 311GEkoUllmcon iM'EkoUkaom 1ABawn 3118'EIeoUWtw. i/4'ElooUltim, 14"SSEk 1WEln
Clip AlaredaW S"w(G5)4cfa4•(GS) SemW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed08 Were.(in) 1' 2.1rr 1• 2112' 3-the' f' 2-t2' I 1- 2412' z' 3.1/8' 2' 0.46' 634' 4324' CAPACITY REQUIRED'CORRESPONDING TO AN
Em+xtMerri 607 1.374' 1-3'4• 1-314' 1-314• 7 1-1/4' 1414' 1414' 1-IM 1.114• i-114' Y tato' 1-318' laces ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arw.m @ 4.75•Min.O.C./Stondam w Offset CUP(Fla.1a2r. 39D 101 3901. 45o rw ago fat 1844 an 2701. 2001. 3511. 740 k7 314164 004 I. 946%s 341 Ins 4421b1 500 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnimaQ4.68"Mor.O.C.ISU;Za(w06te0CUP ft 3): 760 bs laoks 0001. 1785 WD 3232W 540%3 Noun 7081. 4180 WA 748). 127211,8 189211,1 6821. Sas Wa 11200rs CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Awhom 4D 1.71-Min.O.Q 7 f3landwd(wOfiell CUP(F`10.4): 11601. 74001. 1010097 25951. WA WA 640163 WA 10651. WA WA WA 13931. 1770 Me 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AnchwsQ YMi.O.C.1(2)2'SAnpW C8ps 1 ft.5):1 7801. Tanana can f. 1560161 1898%. $40 ks 5601. WA 76009 7481. 8801. 18921. 5821. 8&1Ws 1120 Oq CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anwlwro0 YMin.O.Q 1(2)20 Mato pips I IN.a):1 15601. I%Di. 13601012 3120093 3792 k3 taisOMs ii2o i. WA 15201. 1406111$ 1780%s 3784 i. 13811. 1770097NMI.
ADDITIONAL ANCHOR OPTIONS FROM THE
12Anchwa 1.6'Min.O.C.1(2)245 Angle CUpsl(Fltl.7): 18&I 1. 21001. 1440%8 37801. WA WA 1320 ka WA 15001. WA WA WA 20451. 2054 ft ANCHOR CAPACITY TABLE, PRODUC'I'REVISED
d Anchom 1.34'Min.0.0 t Utttp,info.t25`Aacm,(Fq.e7 WA WA WA WA WA WA Wk WA WA WA WA WA WA WA ae comply8g wldf tiro L•1a1A4
8 Amhors®0.64-Mm,O.C./UL1'p,Nto d25'AlumWA WA WA WA WA WA WA WA WA WA WA N!A " Buildng2A.W.@ 4.88'MN.O.GJ F-00(fq, 390 r. 396 ka 450 f. 6908w 161616, 2T0 wt 280%, 354097 740 ks 3T41#o 530111, 0481,, 3411. 442[. Aceepi80cC No lro-Cizla.03
4Anc.m @ l,Tt'Vis.O.CJ F-C9p D'q.117 500%3 TOO I. 505 tM 12981. WA WA 4701. WA $33 W WA WA WA 682%8 6851. ,250• C 11121' Deck 10SI
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURES: FIGURES:FIGURE I4: FIGURE 11: Mialrl a eud
. • • • • • • „ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 i t t
r • • .• • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \� r L i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��t4�";''C,1C1:h31; '••fiP
• • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =•ji:• I lu.r1p705
• 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON '
FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .'•, �.1.'
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED '10 "A
E1E00NHPA,R..
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125'MUST BETHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK 18 GAUGE.STRUCTURAL STEEL TOUSED IN ( )BE AT LEAS7.125"THICK AND 436.ALL ANGHOftS INTO METAL SHALL F.XTENO AT LEAST 3 SCREW 2•X6-X 25• A.LYNIU'MIL�.�R,P.E.
THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P,E.#58705
TABLE14A
Mullion CapacqTabla(I site) it
opening Width(forvenicaty-spand mullions)orOpenIng Height flor horImft*spsnnInl;mu lona) c!
win win 701n win 901n twin 1201n 140 In 160 in
R.tww1a, ThIptIfIva. ReO.nGolm TmKdan Rectangular -fn""I" i"Ilan"Aal T"IT""a P-120N 'FrwTmdv. R..",A. -Yrv0fa-m- Rctawaf nopunam. Rec"tom Trup/Mong. Red.nq�t. Tf-pfTrIena
L'd 'I T P L.. Lo.Mrkg
Loading; rig Loacling Loading Ldkw London W4,0 LWBV LmOng Ile Loading Loading Loadog Loading LodhV tooding Lowirg
i,2W'x 2.111"
X,12V Alum
Tube Mull
04
H
z to
421n 144.2 ISM 167.0 429 120.2 SM 14-80 .419 103.0 526 13&9 414 .90.1 M l3ta 411 SD.I 5Z '134.1 411 72-1 528 134.1 411 80A 520 134A 411 51.6 526 i3ci 411 4r,1 1 526 1134.1 411 0
2;_
481n 96.6 403 100.0 333 OSS 403 94.7 'T 89.0 403 8114 320 60A 403 01A 317 6317 403 79F.1 315 46.3 403 78.6 3114 40.3 403 70.0 314 34.6 403 Tee 314 30.2 1 403 70.6 314 -j
0
60.6M26 In 813 362 01.0 3DI 68b 352 79.3 294 BOX 312 711-0 289 61.6 362 67.2 286 45,7 WZ 648 2H 41,2 302 616 283 34.3 3M 63.5 233 29.4 362 63.5 283 257 362 615 1 283
54 In 67.8 310 74.1 201 505 316 042 261 48.5 318 57.7 250 424 318 63.6 263 31.7 318 60.8 250 339 318 49.5 249 28.3 Ile 49.1 240 241 310 40.1 248 21.2 318 40.1 249
rn
6010 49.6 260 533 219 41.2 2S8 45.7 214 35.3 268 4D.7 210 30.0 258 37.2 207 27.5 258 34.9 2V 258 33.4 203 2se 256 32.2 201 V.? 258 =2 201 456 268 32.2 201 V)
In 427 234 41S,S 20 35.6 234 39A 195 30.5 234 34.1 192 2V 234 31.0 tog 23.7 234 29.4 100 21A 234 We 11114 ILS 234 26.8 183 15.3 234 285 183 13.4 M 26.6 183 -3
5 0-
2 17 37.2 213 39A 183 311.0 213 UT 179 2&5 213 29.0 170 23.2 213 27.0 173 20.6 213 25.1 170 le's 213 237 169 iSS 213 222 167 '13.3 213 220 168 11.8 213 22.0 100 01 g 2
-945- 1.1-'1 1. -a 14. 111 170 20.3 1, Z
7ifo - ..41 2 -jI E 3
76lo -i4I 161 25A 140 20.3 101 21.6 137 17.4 161 191 Us 15,2 101 17.0 1: -
76 to 225 152 23.6 133 1&0 152 19.9 131 16.1 152 1 17.6 128
1- 04
Z
BLE 148 An horCapselty Table 611 ANCHOR CAPACITY ADJUSTMENT FORMULA* Vc.'
St"bWal ZA COMMie lastrAml Homw emu I Fftdcmu I PTWom meld (DP-)X(ANCHO'R 0A'P.'_' ) ANCHOR CAP.- -�Imo
}=ANC_
'T
Amhor 15,pa YIS-Elcotntmon Ile Elto Unman S"VE'co 311&'EkoUAmtm 114-ElcoUlWcon SS sto TV Eto 14 NIOS11" 012Steel IQ Steel LL. CA 7 a
AnchorCllp Poltams I immon I IAI4.*.. 1111mon 'A scmw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR LU CV
eogenimamennYl r�24T -I- I 2-irt I, I ?.ire 3�11(r CAPACITY REQUIRRO'CORRESPONDING TO AN
E.b0fterd(In Z 4,
_yj 11-34- 1 M4' 1,V4':P,:.:, ACTUAL PRESSURE REQUIREMENT FOR THE
m: 6. 1 I-V�4" 1-114' 1,W 1-3111' wifts
ne
�A OPENING.WHEN IT IS LOWER THAN THE MULLION 0
-T-Amtor a-xmo.o.c.i r4 z(5mIlio aps I M iyl 7adito I 7bobs worm iMM5 I WOW I 660lbs -4 CAPACITY Y(FROM THE TABLE)OF THE SELECTED r<L m
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. f'R04)UCT REMCD
vi walptylog with aw riodds
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1: Ac-
S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expimlioo Dw40 21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I �y
ANGLE CLIP MUST BE USED IN PAIRS. 125* 11 EPWI I
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 4v�z //
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT US*X 2.11'X.126 MULLtON
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)
THE MATERIAL#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
IU
4�
Z
P.E.
FL P.E.#58705
TABLE 15A
Mulllon CapatIty T•blo Ibste) 747 #
Oponing t idth(for tarlica*sparrtrg mWons)arOpon(ng Holght((orhodz%lta*sparrirq mtdions) cif�L
509. 6010 701. BON 901n 100 In 1209. 1401n 1601nFY O
Ra wll Waf ltwT#an0. ReetanBular ToptTlan0. Recla..g.der TrgJTdan9, Mota'alm TraptTdan0. Ract-9A. Trap9fa". Rectaviar Tmwden9. Reotnngdar TleplHter.p,
Rectmaul 1 Ttap/MV' Raetano't. T1ap7Tdan9. o:
3.25"30 LoadnA Loadr4T I.oaanD Loadn9 Wing Loadne Loadne Loadnp IaaQng Loadnp Loa6n0 L.0dim Lo4dn9 I.oedna Load,g Loadna Laedna LondoD Qy u
DEG.ALBAY MULL Till!
_ _ w _ _ _ _vv.. �.. .•c� B 04
$ tY c� � t� � � c�� ry �i cR c� 8 cS s�T z� t3 E cT� r c3 �$ �- CY
if NJ 0tz
W
42 to 170,0 620 1794 435 1704 741 170.0 475 170.0 868 170.4 606 1704 992 S10A 619 170.0 1118 170.0 621 1709 1240 570,4 521 170,0 1458 170.0 621 170.0 1735 770.0 521 149.1 1740 170.0 1+21 J W
40 In 170.0 708 170.0 624 170.0 650 170.0 504 170.0 802 170.0 63O 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 107 170.0 860 152.2 I622 170.0 600 130.6 1622 170,0 66D 114.2 1522 170.0 680 _ _
30.6'26 in 1704 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170,0 723 t70.O 1345 170.0 747 164.2 1443 170.0 756 5369 1443 170.0 756 117.3 1443 110.0 766 1026 t443 170.0 766 W a B
6491 170A 797 170,0 812 170.0 958 170.6 691 170.0 1116 1704 NA 170.0 1216 170.0 603 160.4 1353 170.0 837 144.3 1363 170,0 858 120,3 1353 170.0 WI 103.1 1353 170.0 661 00.2 1353 170.0 661 m ~
601, 1700 BBS 170A 701 170.0 1063 170.0 797 187.0 1216 170.0 070 148.1 1218 170.0 944 128.9 t21a 159.0 038 116.9 1218 152.1 024 97.4 1216 146.1 913 03.5 1218 146.1 013 73,1 1216 IOU 813 U J
631n 170.0 830 170.0 745 170.0 1118 1704 850 160.2 1150 166.0 033 13t,4 1160 153.0 014 t18.8 1150 14t.9 098 103.1 1150 1342 685 87,6 1160 12&7 071 75.1 060 126.2 870 65.7 1150 1262 570
Mt. 170.0 974 170.4 789 WA 1048 165.6 881 130.0 1046 1484 884 114,3 1048 133.1 660 IOr9 1048 123.4 8319 91.4 1048 1ta.e ON 702 1048 109A 821 63.3 1043 108.2 ma 57,1 ime 108.2 a16 z U9
m = �
c 7214 1406 BBO 147.8 764 117A SW 1491
74a 100.6 880 110.8 734 604 BW 100.0 722 78.2 680 02.0 712 70.4 880 883 703 58.7 800 782 683 60.3 00 78.6 SW 44.0 BW 764 880 --I
70 In 119.7 700 125,1 680 99.8 790 UN a5.5 790 93.3 683 74.8 790 83.9 652 66.5 790 76.9 643 69.8 750 71.7 635 404 790 65.1 824 42.8 790 621 610 37A 790 61.5 BS7 Q i.•��
7814 110.6 750 115.5 657 92.3 750 844 78.5 750 65.8 02 89.2 760 77.1 021 81.5 760 704 612 65.4 750 65.7 605 48.2 760 69.4 594 39.6 760 66.2 SW 34.8 750 65.5 568 z
00). 72.1 583 74,1 500 80.1 563 61.6 687 644 IB3 45.1 563 484 476 40.1 603 44.4 466 30.1 563 40.8 462 3D.0 663 30.2 452 25,8 6113 33.3 445 22.6 503 31.0 442 W z98 to 60.4 405 Bi.t M7 49.fi #95 435 12.4 443 41.6 427 37.1 405 389 427 33.0 495 3&t 4t5 29.7 495 332 409 Tf.II 495 29.1 400 212 495 26.0 394 56.8 495 25.0 390 7!J 11} p16810 41.7 39142.6 353 34,8 391 348 29.8 391 31.1 342 20.1 391 27.8 337 23.2 391 24.9 333 20.0 39t 22.8 328 17A 391 10.7 321 14.9 301 VA 316III In 38A 370 392 335 32.0 370 330 27.5 370 28.8 325 24A 370 25.3 320 21.4 370 22.6 318 19.2 370 20.9 312 16.0 370 10.1 305 W p26.3 317 284 21.7 317 22.5 280 19.0 3iT 184 278 !&9 317 179 273 U M d
144 to 17.6 220 17.6 203 D.$ Z�O
TABLE 1591 ANCHOR CAPACITY ADJUSTMENT FORMULA:
An horCepatity Table ba - ANCHOR
SOOalmla; 2.7kCaprate 3.5%Cann. Hollow CMU FdedCMU PT Wood Melel (DP,.o)Xt }=ANCHOR CAP.n,
51l8•Eko 114'56 Eko 51f6^E1eo 114'SSEko 910SW a12SItel 41281oet MULLION
AnehorCllppatteme Anbhoriypa;
3118,So U111.4" 1t4•Eko lNOacm U10�� 3+16•Eka tnttxon /14.1tea U&acm Ap�,14,elor uttreaon ApOmGator screw 1a576erew(tis} sarex(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR
£dpe OiataKa p11j' r z-112• r• 212' 3.114, 1' 2•IYr f• 2-!W r 3.118' r Q4B' 851' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emlednenl 6n): 1.3I4- 1JI4^ f•va• 1•'J4• r 1-174• Ina• l-vr 1.118' !•v4• 1.114• r 1.316' 139' lades ACTUAL PRESSURE REQUIREMENT FOR THE
2An61dora4$Stdia O.C.t(t)295 Argk Clipsi(Ft9.fY 398 t1# 398lbs 450818 efiRba 1700 F. 270 I 280!96 354IDs 740153 378lbs 720 lb. 946 IDS 341 Ibs M21m 6BOtba OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ana9aa 0 3.5'Min.0.Q 1(2)296 Angle Caps!IFq.2Y Tao ms 760918 Iso len 1670189 7525 90 540 b. SBOIbs WA !!2011• 745116 BMW 1M rN sae ars easlm 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED
aAncl.ole02.71'Mh 0.10./(2}295 Are&COpa 1(F19.3Y. 11201bs 11208u 958101 224605 225404 WA 6401be WA 10591bs NIA 1320 M3 WA 1D121os 1327108 1680 me MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE- f RODUCT RRVI SL•D
FIGURE 1: m eenlptyin61vith the FiDHd%
TABLE NOTES: BBltdin9 Codc
Aecapfww Na)b'47$I$.D3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ^tpimtiat Dae /jp2,j
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
� By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mian Dedalro19rc1
FIGURE 2: ,itllltltl7
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. �,,,_,JO. q`i •''`gE4'Sfi•••,j' it
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D7 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• ��;' q\p,53.105 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE TREATED
* • • • YELLOW SOUTHERN PINE WITH AN SG OF O.N.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' (/1'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 445'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY - �� 'o/ til
LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION fj�^`• T`T6 OV' ;
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR410 S,S. , � •..�'LORIOP•'S��%�.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, rt� f t,N I''�t-�
A,LYNN Mfl'A',P.E.
FL P.E.$68705
TABLE 16A 9 h h
M41HOM Capacity Table Ibutfe)
Opening Width(forwnicakspamtrumurions)orOpeningHolgInt(for hwizwrla"aMngmulons) �c�7 e! e
60 in 60 in 701n 801n BO In 1001n 1201n 1401n too N -0 p
Redangder TrapRdOng, Ractanpular TmplOiaw. Rectangular TrapTdeng, ft cdlnOde1' Tmplm-np. Recianpdar TtaWTdang. Radazlgiar 7saATdanp. Racang<4er Tta<>Tdanp. Reoten9das TsapRneng, Reatan94er Tsep/rdvg. u ;r
3.26^45 Loading I.eadng Leedn9 Loading Laadprp leading Londnp Leading Loadrpl Loading Leading Laadag Loaft L04.0 Lwdnp Loading Loading Loadng �yr
DEO.AL a r 22 a � x r z tz r x F a
BAY MULL a
0 LL!
42 In 178.0 820 1170.0 435 170.0 744 1709 478 170.0 888 170.0 508 1709 892 570.0 $19 170.0 1116 170.0 521 IM.01 1240 570.0 62t 170.0 1488 170.0 $21 170.0 1135 170.0 521 100.3 1871 170.0 521 J !L
46 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 882 170.0 ON 170.0 1133 170.0 681 170.0 1275 170.0 677 170.01 1417 170.0 650 103,7 1637 170.0 880 40.3 IOU Into 080 122.8 1631 170.0 680 Z
50,615in 170.0 741 170.0 $63 110.0 898 170.0 631 170.01 1040 1170.01 684 170.01 1185 1 1709 723 170.0 1345 179.0 777 170.0 149{ 170.0 750 14ZS 1552 170.6 758 126.1 1652 170.0 756 imA 1552 f70.4 756 LLI O
O
5481 170.4 707 174,0 812 170.4 858 1170,0 891 1170,01 1118 1170.01 154 170.01 1275 11704 1 803 170.01 t4341 174.0 837 155.2 1455 170.4 058 128.3 455 170,0 861 1109 1455 170.0 801 079 1156 1709 861 lY1 ro F
601n 1709 885 170.0 701 170.0 1003 170.0 707 170.0 1240 1709 870 157.1 1 1300 170.0 944 139.7 1 1308 1 170.0 ON 125.7 1309 183.6 994 104.8 13091 IVA 082 08.6 1300 167.1 082 78.8 1308 157-t 882 � � an J
831n 170.0 930 170.0 T45 170.0 1116 170.0 850 t629 1247 170,0 940 U2.61 12411 t64.5 083 120.71 1247 152.6 916 t14.0 1247 144.3 952 95.0 1247 136,2 038 81.7 t247 135.7 935 71-3 1247 1357 935
W
66 In 1704 874 1 170.0 709 170,01 f189 170.0 003 14eA 1190 183.7 965 120.01 1190 1 147.9 045 116,41 11901 138.5 028 103.9 1too 128A 014 "a 1100 1 i1B3 am 74.2 1100 110.1 1193 64.9 1100 118.1 893 � �z % 8••3�
�c 721n 161.6 1010 169,6 OR 134.7 1010 1449 659 115.4 1010 127,2 842 101.0 10101 114.7 028 80.8 1010 1059 617 80,8 1010 0&0 607 67.3 total 909 70S 67.7 1010 67.8 79D 50.5 1010 87.7 709 •BLU
761n IVA 908 143.6 782 114.5 008 122.0 775 8&) BOB 107.1 78! 85.9 ON 98.2 749 78.3 00F. 86.2 738 88.7 808 013 729 57.3 ON 74.7 716 49.1 908 71.2 no 429 903 70,8 708 RZ
z 76 an 127.1 $81 13ZS 754 105.0 881 1125 736 00.8 601 989 726 70.4 $81 883 713 70.0 661 61.0 701 03.8 1 601 75.4 604 53.0 861 88.1 681 45A 601 64.5 676 30.7 881 03.7 672 Z
80 41 62.7 848 65.4 S74 8&e 618 721 561 59.1 840 82.A 554 61.7 846 56.1 S45 4&0 046 50.0 537 41.4 646 47.0 530 34.5 040 41.S $19 28.5 648 38.2 $11 259 840 W.5 SOI Q � Z r
H LU 9 v O 6�
06 W 6&2 588 70.1 ]405
$0.8 688 59.1 789 iB.T SBB 51.4 491 72.8 588 45,8 483 37.8 688 41-{ 47$ 34.1 588 38.1 470 28.4 508 33.4 458 ?4.3 506 80.5 452 21.3 508 28.7 447 4n LU 13 g
1081A 47.9 40 48.8 39.9 449 41.2 309 342 N9 35.1 303 28.020.$ 449 28.8 LIJtflln 44.1 425 45.0 30.6 425 37.9 370 31.8 425 32.8373 27.8 725 20.1 3072531270356tai 425 2&7 3S0 168 425 198 373 VyN1201n 34.9 304 35.5 29.1 364 28.8 328 24.9 364 25.8 325 21.8 364 ?28 317 19.4 384 24.5 313 17.5 381 18.7 308 C •� 9 9
14404 203 251 20.47&8 253 17.1 230 d•' Z s.� In
mop
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: &0
Ancfior0a act Table Ib$ ANCHORCAP.,,s ,
SUb Mt0: 27x Cowete 3.5k O' . Hallow CMU Filed CMU FTVV00d Meta} (DP_)Xt }=ANCHOR CAP.,,,,
6718'Eko Ves$Eke 5l1G Ecco i!4'S$Ek0 &110$Fk1327
012sleN MULLION CAP.r..-•w
Anch9rC8pPaltem9 AMWType: 3118•EkoUitmcon t/4'EfcoUlUacm 3'18'Ekounracan 1t1'EkoUMWM
UlUocen AppreGabr Urcteaon /4'85 Ek 810 Stscraw(05) USE THIS FORMULA TOOBTAIN THE'ANCHOR
Eepa (h) I'
1• 2.117 r z-rrr 3•va• r 2-Ire r 2-12• r 3•ue• z• 0.16osz4^ CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment Ony t5/4' 1.314^ 1-314• 1.314• r 1414' 1.114• 1.1}4' 1-114• I-IM- 1.114• r 1-3fcanoe ACTUAL PRESSURE REQUIREMENT FOR THE
2As1ehx81.95•MIa 0.C.1 rt}2CSAsge 4XPs1#ri0.17 3900x5 3900. 450" 690Pos t7W4oa 270lbs 28014 354 roe 14014 3744m 720los ed$Ws 347 F66014 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AncMv Q 3.5-Min.0.0./Rl 2(5 Anila CO2s/lFlg-2l: 780 Ws 780 as 19005 1610 HIS 252514 540 Ws 5601w WA f t2o lda 74B ibs ago as 1602 RIS 682l1120 iba GAPAGSTY{FROAl THE TABLE}OF THE SELECTED
058Wx 224614 2254 Wil WA 84014 WA 105914 WA 1320Ws WA 14221BBO W8 MULLION.ITWILLYIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED 70 QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRO7000'T RBVISEU
as aomplyin8 with Ow Honda
FIGURE I:
TABLE NOTES: DUIldingC4de 16•a%12
ACCeplmtCe NO
r • 1)SEE SHEET 1 FORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex�Da- 20'21
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
FIGURE 2: 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 SHOWN ON SHEETS 21-23. .125"Q.Y
,� >,C1 ""•-.;�i; ��
* • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : �1�,.•'4tOf;NSc
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
• s • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.126' = G yore
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT ^T}•': �L r7J
LEAST.125'THICKAND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •"!� 374:1'1•,OF {4;
• • THE MATERIAL 1110&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '����^'••, 7•{r1t0r••'.'ri�C?'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 11
A.L I�j`Nt3trylI }A
� S
7 ��CER:�.E.
FL P.E.#58705
1.062'
1.000- 1,00w .740*
.063' .385'
.06r 125,
.062r' d
.433S'
4.00' -AW STANDARD CLI
I P
4.000* 4.00T 5* 2.0 3D' 6003-T6 ALUM. 2A25' 2.000' 2X5 ANGLE CLIP
0 U 6003-TO ALUM.
X�SFCTI N 60(13-�CNIPLUM. X-SECTION 125
125"" .12F kSECTION M
z CO
0
121-T -
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
12 DASHED BOUNDARY.SEE SHEETS 6-20 FOR THE
.3W • .375* ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR CO
0
HOLE DIAMETER-ANCHOR DIAMETERIli LLJ
VX VX A26' X 4*X 375* Z
MULLION MULLION 'T'•MULLION GUT HERETO .375' 0 CO
SW346ALUM. 6063-TO ALUM. 6063.T6 ALUM. 76" -j
.376' CREATE F-CLIP,SEE MIN. :E 6
X-SECTION X-SECTION X-SECTION DETAIL :D w
MIN" z
1.250'--t 375' -----\---------------q z 2 Z, 2
------ I - 375'
r-------- --T -T CENTER OF MIN.
1.250" -1.250' ANCHOR HOLE
MUST LIE WITHIN
THE DASHED
BOUNDARY.SEE A a3 0
C-4
SHEETS6-20FOR z .0
SHEANCHORO.C. <
31
L
_AN.-
�t2 2' LT
TIIA
_,F.T
.315
"250" DISTANCE.
MAXIMUM
ow
ANCHOR HOLE T w .4
3.250" 3.26T I DIAMETER: Ix -3
ANCHOR ----------------------- 0
Q<
iliv.
A0G* Aw L DIAMETER 0
t § z 0 U)
2X5 ANGLE CUP �-10�o
6063-TO ALUM. Ix
.62,4* STANDARD CLIP U-CLIP
.624 TOPIAEW
6063-TS ALUM. 6063-T6 ALUM.
CENTEROFA OR HOLE ST I
---I.82D* I-- --1.820"F- WITHIN THE DASHED EDBOUN MUSTLIE TOPVIEW TOPVIEW
--H 820* ASH BOUNDARY.SEE
1.2S"X 3.25'X.I00' 1,25'X 3.25"X.624" 125'X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dimension Dimenglan]Value(In) For Mullion;
DIAMETER:ANCHOR DIAMETER+1116". Mullion:
6005-TSALUML 6005JS ALUM 6005-T5ALUM X -125-X3.25*
X-SECTION X-SECTION X-SECTION G 1.000- 125- 0 omo_ X.624'
H 2,680 Almnirm H 1.435 AIUMMUM
-3.469' --6.500- 3,000 Tube Mullion 1 1 3.250 Tube Mullion
2 3107 V X4*X F I Z626 125'X3.94'
11.37r-,A .125 877* MIN. G 0.757 .37.7 G 1.125 X•624'
1 .1 i I H nflum 1.500 Aluminum REVISED
--- --- -------- I 3.000 u &,r I --F2-50 Tube Mullion. co.,plylng,vIlh the florms
-F 2250 IIS'X3,26' 7813 DvildingCod.
F 2.875 Amplat,ce No .0-3
G 0150- X110V
I H urninum 1021
45* 2.25V I
.125' --j-6-00 A]
-1- 2
.125" n D", Date,
30. 2'r. duct
3.250*45-BAY MULLION .250" BLE D
3 AY PGTPart# \00-Nr�
0*8 MULLION 606346 ALUM. ------- Midi Dimension
6063.78 ALUM. I X-SECTION l8hootol Mullion Sid.Clip Offset CUP U411p Angle Clip og-*............
X-SECTION CrNse
.121
F 1.938
IN 3�2Z
3.2
QALUU.
"ON
Clip
-am 6mM -66-01122M 660241M 6WS18M
OFFSET CLIP .6.
125-- 6063-T6 ALUM. VX4NXiWV(111) 66610 SMI12M 6661123M 656242M 666519M f,'37
Seet
�226'JF .98-.4 TOPVIEW 1*X4*X,37b-r(11) 66653 666112M .1121M 1602,12. .11.
-4 "1 ",
.740":tf,
NOTES:* 11S`X3.25-X.100-(13) 20160 66012?M 6661124M 6662410M 6W`1l5iW LLI:,
ITY 1�k -141
1.25,X32V X.6241(14) 20161 6661128M 6661126M 6662411M 6665116M IF
THIS SHEET.
Se
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON 1.26-X3.94-X.624-(15) 20102 6601117M 66611126M 666241M ;666517M S
M E
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3D Degree(19) 1 66%9 NIA �NIA WA 110M
46 Delimb(23) 1 WA I WA NIA MM1"11
M
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FL K6E. B705
TABLE E
Mull
{ } MBUIOn S
2"X s Xo25""5116 Mullion
6662Clipon Part g
Clip U-Clip Angie C!}p r �f-125' 7— � -•j�•.-.t25' --I h-.125' �x�'
( ) M 666271M 6885112M I { 7! k� 0
2"X6'X,2W(17) 66604 666262M 666272M B665113M STANDARD CUP I I U-CLIP I- 2X5 ANGLE CUP
2000, 6063.76ALUM. 8083-T6ALUM. ! 6063-T6 ALUM, a�
NOTES:
} XSECTION 2,125' ( X-SECTION 2,000' X-SECTION 4
t
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125" I •125' •125• N t1.i
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - Z ,civ
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS.
1.490"-..- "j W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J W
5.500•....__...... _
CUT HERE TO U o
2000" 3.500" CREATEF•CUP, 5.000"--- _375' W a O
^�!_SEE DETAIL F. 375' rE MIN, m Z C?
MIN. SHEET4 MIN. 375' »— O J
- f1J J
I I I T-- ___.....»._.1 z W� m �
i j 1 I 1 d F dW
4.000" s U Z
I I I „_. I
J r
3.A38' � -+ 3A38' �
.250' 'T"--—-—- -I Z U �"
2'X4'X.25 1 I I I Z
MULLION
x063-T6 ALUM, j i 3.438' i SIZ zcgl
X-SECTION i i I .375' N t h o �
L--------------- MIN.
_ it � w cYn
_j
L- STANDARD CLIP U-CLIP,6063-TB ALUM. .�- 2X5ANGLECUP d Q O O
250' CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4"MULLION SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063 TS ALUM. a '� V) (!)
WITHINTHE DASHEQ BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.BEE TOPVIEIN �'C)s,(}
SHEETS 5-20 FOR THE ANCHOR D.C. SHEETS 5.20 FOR THE ANCHOR O.C. a ba
fI
CE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE,MAXIMUM ANCHOR HOLE & -�
ER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118
SHEETS 5.20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
2900" _3500• CUTHERETO DIAMETER:ANCHOR DIAMETER s 1116'.
CREATE F-CLIP. ---5.000'
.375' ,375
Q SEE DETAIL F
- MIN. r-SHEET4 MIN- Q .375'
MIFi.
--- --'---------------------
.375"
I I I I I I
I j f-IRMUCT RBVISED
I I as Complying wish do FToTida
i I I I Building Code
I I I 1 1 Ampta.we No IC-02-18 03
4 j I I L•pimlion Date 2QZ)
.250" 6900" I I 4.688' i i Mi
_i�__ �..__._..._�.I @ 1 5.438" +•--_—_—_ -( Mien h505e1Co )
1(flU77tt
5.438" 5.438• I I ��• ,ay .I�, R� �i
2"XB'X.25' OCENS� '•,Fq i
MULLION
BD6346 ALUM, I I I ii ~'�::` I ,•.}t
X-SECTION I 375" h0'56705 _
I I I MIN,
250" STANDARD CLIP U-CLIP 2X5 ANGLE CllP �
6063-T6 ALUM. 6063-T8 ALUM. 6063-TB ALUM. �i�2`!l0NN
TOPVIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW 1 t
TOPVIEW A,LYLR,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 24/4.THE OPENING REQUIRES ADESIGN PRESSURE OF+600-60.0 PSF.
NOANCHORSINHeAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION 15 SUITABLE.THE MULLION LENGTH IS 72-ANDTHE OPENING WIDTH IS 32'+32+1'-65".REFERENCING SHEET 25,THE COLUMN USING
IF 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*60.0f.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �c
I
I-
SEE SEE FROM TABLE 3A,SHEET 7.THE X 2.75-X,375-MULLION(LENGTH 72",OPENING WIDTH=70)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-583 PSF AND WOULD 0
IN
NESTRATIt DETAILS, NOT BE SUITABLE FOR THISAPPLICATION. QT
RODUon SHEETS
Va 2-3
FENESTRATION
FROM TABLE 4A,SHEET 8,THE 1"X 2.75-X.65D'MULLION(LENGTH=72,OPENING WIDTH-70')HAS A DESIGN PRESSURE OF 41-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
MU7LU2* OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LOS. to
OM
to
LEN 3TH ......
2)USE TABLE 4B 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 CUPS WITH(4)812 ANCHORS HAVE A CAPACITY OF 886 LOS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL.
SEE z U)
TAILS. 0
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL :3
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE Ul
-/ 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, x
r U)
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Ul o
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: C> 11--
cl) cl)
(60PSF)Xf 638 LBS)=524,SLBS (MAYBE USED TO QUALIFY ft 10 STEEL SCREWS FROM TABLE 45) LID
aWlDTH'W �—1 -7
32— 1::-32T
MULL Wfl)
:�wf--T 2.7 PSF
Z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS,AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-316.THE OPENING REQUIRES A
DESIGN PRESSURE OF PSF.
<
FOR THE VERTICAL MULLION: 1--
z
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, G Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-31W AND WILL
CETREQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT EXAMPLE 2:MULTIPLE MULLIONS SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 90 r
MEET OR EXEDHEQU
MULL
LU a.
FROM TABLE 3A,SHEET 7,THE I-X 2.75'X.376-MULLION(LENGTH=108",OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF Of z
WIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
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FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108',OPENING WIDTH=S(r)HAS DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS z 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
a-1
DETAILS,
3r
FENESSTEREATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36•+2'=74",NOT 7WAS PREVIOUSLY
PRODUCTS ASSUMED,VERIFY THATTHE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(36-V2"+35-1/2+2"=73").
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
VERTICALICONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8%CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
MULLION` 7.3 USING THE STANDARD CUP WITH(6)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11T GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND
LENGTH SEE -'--SEE
& OETAIS, DETAILE, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 9711.88.
OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS:
HEIGHT
Fort 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
H17- MULLION TYPE COULD BE CHOSEN.
MULLION7*--. PRODUCTREVISED
1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72-+2-=106..REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALtrRIANGULAR LOADING MAYBE .,w.uplyinX YAM 9k Flail
USED.FROM TABLE 12A,SHEET 16,THE r X 4•X.260"MULLION(@ LENGTH-42%OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF41-170.0 PSF WHICH EXCEEDS THE lluildi.g Cdo
ENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. indion)Mc
REQUIREMENTS FOR THE OPENING 0Acceptaucr No 3
SEE Elp
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-
SHEETS WOE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CUPS WITH Mim Md.I'm&cI
xa
Ir 11 '01tIfill".
(4)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LES WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 7@wli"'.,m",,
------ ANCHOR CAPACITY OF 521 LOS. o''N k YN14 t
�38'.HOR1Z.. ..Las..HoRiz-
4)FOR THE LL-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUPSHOWS THE ANCHOR
CAPACITY IS 1074 LOS WHEN USING 3ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 LBS.THE
WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 812 STEEL SCREW.
58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
4/-64,7 PSF FROM THE VERTICAL.MULLION;
10
-/-I?(LO PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU:
4/4170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). s" (F 0 Ov
THE LOWEST DESIGN PRESSURE 18 0-64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. OP
*-.'Did
. ...........
V
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,LYNN MIMER.P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.4 58705
EXAMPLES OF RECTANGULAR LOADING: , EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: qq
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SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
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LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLIP HINGED - / i NOTES:
'3Si42UCT REVISED
DOOR PW ... ,.. ....,. .-. PW.m..R m m.plyina mith iho Fknidn
1)DRAWINGS ARE Building Coln
i - - RERESENTATIONS OF TYPICAL Acccpiancn No C
PW CONFIGURATIONS. B inti Dma
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t •- PW -- CONFIGURATIONS NOT SHOWN B
1 MAY BE EXTRAPOLATED FROM Mien'I e Produu
O fj i I / .. __ ._. .... _ _ THOSE SHOWN.
•� j 2)IF THE LOADING TYPE CANNOT
I BE DETERMINED,USE t�;,•••""•••.rl f
PW RECTANGULAR LOADING. ti`Y4��•.••w\f£IVSp'•tF� %
PW PW I I ,r
1 3)SEE PRODUCTS'APPROVAL FORNo.50705 �
...._ ..__._ ._.. ._
--+-T 1 f ACTUAL ANCHOR LOCARONS. �, �+•--^•
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
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PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j '•� 6
1 _... SGD ~-,��y•'., ST,'1'L OF
_— ... :.
LOADING OF VERTICAL LOADING OF HORIZONTAL A,LYNN A'V'gRI`�.E.
MULLION MULLION FL P.E.#58705