HomeMy WebLinkAboutProduct Approval (2) 7/1/2015 Florida Building'Code.Online
�` F'r
160DeortmenN' BCIS Home Log In i user Registration Hot Topics i Submit Surcharge Stats&Facts i Publications ( FBC Staff BCIS Site Map - Links ; Search
Busines
Professional ►�sER Publicuct User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detall
w Fq 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 ]ens 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 E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
https:/AwAv.floridabuildmg.orgtpr/pr_app dtl.aspx 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 Rai(,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 Evaluation.pdf
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 200HD.pdf
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.pdf
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.pdf
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
10--1000 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 Fl 1.435 R16 C CAC SH-500 Certification R1.4.pdf
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.ndf
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 FI-1435 R16 C CAC SH-800 Certification.edf
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
haps:/Jwww.floridabuilding.org/pr/pr_app dtl.aspx 213
_. .- fMPACT RESISTANT
GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOW14 HAVE BEEN DESIGNED TO COMPLY ANCHOR:LOGATIONS SSPACING
WITI4 THE FLORIDA BUILDING CODE FOR.THE DESIGN PRESSURES LISTED.
2)WOODBUCKSDEPICTEDAS'1XARELESSTHAN1AWTHICK.IX:WOOO ADD1ANCHOR 52.118"MAX:BUCK
BUCKS ARE OPTIONAL.IF UNIT IS INSTALLED DIRECTLY"TO SOLID, AT MID-SPAN, ! ,
CONCRETE.WOOD BUCKS DEPICTED AS ZXARE4-12'THfCKOR 52-118".MAX:BUCK 4=it8"
GREATER,ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY FOR W W>.32"
-, --I f+-fi`MAX. 4_1j8"MAX.! MAX
OTHERS:
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR 10"MAX. 1^
TO;SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO): — _l..
,
r.
4)SHIN!EACH ANCHOR LOCATION WHERE THE PRODUCT ISNOT FLUSH TO:
1 t;.
THE SUBSTRATE;.USING 5NIMS:CAPABLEOF.'TRANSFERRINGAPPLIER
LOADS.' di-112 _4-11T
- "
x M
MAX..
5)ANCHORS SHALL BE'COATED OR CORROSION RESISTANT AS '—� 'r '" � J_
APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL
BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL . .....75": •--�-
BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE - MAX.,FLORIDA BUILDING CODE. MAX. M {
BUCK �>
6)ADHESIVE SEALANT SHALL BE,USEDBETWEEN SUBSTRATE AND
FLANGE OR FIN.`OVERALL SEALiNGIFLASHING STRATEGY FOR WATER 13-518" 1
RESISTANCE OF INSTALLATION SHA UL_BE DONE BY OTHERS. J5". ( rT MA)(;
7)MATERIALS USED.FOR ANCHOR EVALUATIONS WERE SOUTHERN PJNE,
MAX.
2.7.KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH BUCK f .:
•ASTM_C•90.GLAZING'COMPLIES WITH ASTfd E1304. ..�. . - 1 '
LL)THE'1/3 STRESS INCREASE WAS NOT IN USED THIS ANCHOR — 6"MAX:
EVALUATfON.THE 1.6 LOAD DURATION FACTOR WAS USED'FORTHE
EVALUATION OF WOOD SCREWS;. s.
s 4-118'MAX.
9)
IF THE EXACT PRODUCTSIZE ISNOT LISTED IN THETABLES,ALWAYS =wS
FN FfiAME
ROUND UP TO THE NEX(TLARGER VALUE TABLE 1.FIN 9,FLNGE WINDOWS TABLE 2:FTABLE 3:.FIN WINDOWS
Buci45fxe Dcsi n Pressure Certifichtion MhT:Edea Mon.
epoi:s Anchor Type Subsirote On'Edge On, Anchor Type- Substrata
.., Dia4 Embedment
i th HefF -- sf Numb _ Dial. EmbMmerti
52-]/8" 75" l�. 70 231477 FTL-5711"5725 1-112'x,135' '
WOW(Southern Pine) 7110- 1-319' RabS•g Na!I Wood(Sotehem Pirm) 315- 1.7115"
..,Stud Stud Gr 33 - Novi
316'• _D65(I8 GA) 2.1/2'x_131"
010 S(eoI SMS- 3lJ7" t/8' Canmori VJood(Southcm Pito) WS, 27/16'
.. AlusnlrnmibW"3'15 ' .
718• ^')- #1253nhoad
Steel,A36' 316" 1/fs Wood(Sou!t am Pine) 9116' 1316'
5116"(AMI._Y MS
I " y Mason y Conmte 1' 13J�,
.GLASS NOMINAL: 1/8"ANNEALED ED r�tD.Tlusstmad
311tt
' 4VOod(Sou!hem PA?OI: 7/a6t 3t6'
Q90'DUPONT }1;;. [ GLASS . Anchor HollmCMU 2-1t2" V11V Scn v
NOIF--FOR ALL MESAL SUaSTRATE3,SCREt'r aemlzNt SHA4 aEtlry.3TI!REApS '
PVB:INTERLAYER (�11 � AIRSPACE oeroroaarceFAteopMArsanL
176":ANNEALED. ! ((.�� 118"ANNEALED
GLASS I I GLASS
J SKI /2561 rer ,va ¢ rAarw
. ROSO'N03 RIGID VIN�rL
�t'�. e NJDRmpRYtAa1.NaPGNngY0r71#
112"^ t t 1 _ cra; n*+a. urram+x anra ra�nwanru°Y
NOM. I F, [ER�OR s nk CxM amrxRs aX.'
cu�or.
QOYJ 1199(—� , '107e TECH17,FL 34 DRIVE t�
i_. ).tl r NOKOAI IS;FL 3}275"
Dow
1SILICONE RCERT,OFAtnH 1-2% SINGLE HUNG INSTALLATION
' .A.,Lynn Mllci.P.E. F.s+.,wee -.sw a+!� nn+9rnn rw
P.E.A5870S SH-60 NTS -1 of 4 2032511.IR
INSTALL Ajl04'WITh1 FWJGE FRWE
(FIN REMOVED� — EDGE
DISTANCE..,
«f. EDGE
I
'DISTANCE
sQeSTRR7E EMBEDMENT� ^_ f/ � E EXTERIOR
EMBEDMENTI
Ix WOOD
SHIM. .1` ':` 1�`.i�l k� \ Y � •`�.' ,AX
SHIM
r
i EXTEHI0F2 AULOST4TE L1
EXTERIOR
I FLANGE_FRAME.
INSTALlAT101{
3 114" {DIRECTLY TO.SUBSTRATE)
FLANGEME FLANGE FRAM
HEAD INSTALIJA710NHEAD INSTALLATION
�.___._.,..____...____..._... G
(DIRECTLY 70 SUBSTRATE) ('USIN1X SUCKSTRIP),
EXTERIOR
t , y- kXTERiOR. 1/`'xtii
EXTERIOR
NO T'l
NO ANC OR5
ANCHORS REQUIRED
I1 REQUIRED
�. 'DSTRATE jx SHIM
WOOD
o
SHIM , .� ' . � SHIM ._...c, ,.-_-� sJAMB INSTALLATIONf
Ix WOOD
�s,� ����M`tw,��l t (US1.4G tiC�BUCK57RIP)
'FLANGEFRAME;, � t .
_ ---- -
SILL INSTALLATION SUBS�(+ATE ..r ^^ mm
(DIRECTLY.70 SUBSTRATE) FLANGE
SILL INSTALLATION
A ' � ^�T*®
ING IX SUCKSTRIP).' �J.RQSOWSKI to)Wsr71 ` RIGID VINYL ^pp,�•",�`p/4a,'='E,�p ,
1tws"wxrJaeco-xressr;eefcntx .
��ssanrtcrram
INSTALLATION NOTES:
1)SEE SIICET(1:FOR.SPACtNG.REOUIREIdENTS:. 1070 TECHNOLOGYDRNEE
'µOKOMIS,FL34275'.
-2)SEETAB(E.2FOR'ANCHORAGE AND SUBSTRATE.REQUIREMENTS; FLCEROMIS,FL3;;75' .SINGLENUNGINSTALLATfON
3).MAX,SHIM THICKNESS;TO BE 1W.
4)ANCHORS HFAD TYPE•MAY DIFFER.FROM SHOWN.; A.Lynn MIIWi,P.E. �'' � R"
PX,958705 SLI.540 'NT5 2 04 4 2032ra1TJR
INSTALLATION WITH EQUAL LEG FRAME
(Flf!AND FLANGE REMOVED)
EDGE (.
DISTANCE�I -~ � ..
EDGE 1 ! f
DISTANCES r"
S}113STfRl<TE J: EMBEDMENT .� "F / y EXTERIOR
EMBEDMENT
KV IX WOOD
QSHIM
(1TaSJRAT .
SHIM
EXTERIOR EXTERIOR EQUAL LEG FRAME,,
..... .'. -I :(DIRECTLY TO SUBSTRATE)
MOLAL LEG FRAME;
HEAOINSTALLATION EQUAL LEG FRAME,;
._._. ..
:(DIRECTLY TOSUfiSTRAYE);. ,.HEAD iNSTALIATION..
{USING IXBUCKSTRIP}.
, EXTERIOR
�y, t—; s..
g E ERIDR
EXTERIOR < L:+�.,.,.••,-..�
.Ar–,
2ir
NO, ANCHORS
ANCHORS f REQUIRED
REOUIRED
...
�uBsT(tAT�}
SHIM .
WOOD
.EQUAL LEG FRAME;
� - JAIAS INSTALLATION a' "
SHIM!,. t l,,. �� USING 1X BUCKSTRIp
G 1 { )
SHIM RN
iX WOOi
SUBST°RAT
EQUAL lEG FRAC 1E SUBSTf}dTE ! �)
SILL INSTALLATION
(DIRECTLY:TO SUBSTRATE) EQUAL LEG FRAME-,
SILL INSZAL_(AYION . . .:meq. ,a,a �d�' nraov+miamsvw�ucarr.aa
(USING IX BUCKSTRIP) �J.ROSOWSKI:'0305111.' RIGID VINYL
D0.tpaA4�r9elaEoat K.
NXftlM/NiRWin/[(�Gr¢ �DMrtirJN.
R.��'RYM7f[\A{qtF .
INSTALLATION NOTES
-1)SEE.SHEETI,FORSPACING REQUIREMENTS: .- J07aOKOMIS, L3427Riv[.
2j SEE TABLE 2'FOR ANCHORAGE`AND SUBSTRATE FEQUIREMENTS. NOROMIS,FT .29 7Ai
3)MAX,.SHIM,THICKNESS TOBEIW4 FLCERr.OFAU7N s�zas: SINGLE HUNG INSTALLATION
s)ANCHORS kEAD TYPE MAY DIFFER FROM StiONR.,:, A.LYnn!Abler,P.S. S ""'°' S"' �
P.F.V59105-
SH-500 NTS 3 of-a 20325i1JR
INSTALLATION WITH FIN FRAME
A_—
`
�r S RADE. ✓.
EDGE �F" �• F y EXTERIOR.
DISTANCE
SHIM``z`1q`{ oPnoNAL
EDGE FLANGE
DiSTANGE
OPTIONAL L
FLANGE y'�: EXTERIOR.
`I
f
HEAD INS AL ATIOY f I
f I!07 .
f JAMS INSTALLATION.
{rte
S.. SUBSTRATE
SHIM /J,. �?
a 'OPTIONAL
FLANGE
141�R/" EXTERtpR (O 1 j
ATEi
FIN.-.EWE*
'SILL INSTALLATION
O�ec IfAYt M/lil9w;pR.CCSVVCi➢1UNdAn£D
J,ROSOWSKI 03!25;'!1 RIGID
aaerroFwaxtrrar,HornnronaFrdrs
"[tltl1&A7WY6:fID90PREP1t�.AYJI&
AVYAG4YHgM7Jl fla[Fi�'fl[SS9Nfs71{N
iG`Q6MVF0!K:11NRN7k�
'.INSTALLATION NOTES:
1).SEE SHEET,1FOR SPACING RCOUIREMENTS: .147oTC0HNOLOGYDRK- :ice
2):SEET,ABLE3FORANCHORAGEAND.SUBSTRATEREQUIREMENTS_ •pl,ccnroFnFULrt34i2
7
5
zea SINGLE."HUNG INSTALLATION
3)MAX,SHIM THICKNESS TO BE 1/4-.
.. A.Lynn Mille,RE, arw�k"rt.. ev.c >?+%W>a
P.E.9587 - SH•500 NTS 4 ni 4 2032511JR.
M IAM 1•DAD E WIlA1II--DADE COUNTY,FLORIDA.
o 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)3I5-2599
r'CEPTA1�iCE (NOA tiyinv.ntiamitlade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
Scor
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
Cont_rol Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the Hi h Velocity Hurricane Zone.
DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Ttube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/1lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration slate by the Miami—Dade
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement; "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
RE,NEWA.L 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 because for termination and removal ofNOA.
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 NGA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA ND14-1105.OM1AMbDADE COUNTY f' i�H� Expiration Date:Approval Date:,Fek�
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:
EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0819.05)
2-- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed, scaled and by Anthony Lynn Miller,P.E.
B. TESTS
I. 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 05105111, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted underprevious NOA No. 10-0819,05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5t" Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and scaled by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory.and Economic Resources(RER).
E MATERIAL CERTIFICATIONS
1. None,
F. STATE ME'NTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial. interest, conformance to and complying with the
FBC-2010, dated 06/06/l 1,signed and scaled by Anthony Lynn Miller,P. E. -
3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control Section Supervisor.
Jahne D. Gascoh,P.E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2416
Approval Date: February 12,2015
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Report No. FTLr-6443, issued by Fenestration
Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NDA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration
Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E.
(Submitted raider previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Subinitted under previous NOA No, 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13--0815.05, issued to PGT Industries, Inc. for their "PGT
Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
Jaime D.Gascon,
Product Control Section Stipervisor
NOA No. 14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
F_2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL °�N n e
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE R„y
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ,x e
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1 yI
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS........_.....................1 §�• o
ELEVATIONS.................................. oo
FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD_.........._..........2 0=°i
MULTIPLE FOPENING WIDTH FORVERTICALM1NLL ARCHES TO BE MULL TO IXBMASONRY._........_2
MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL I LILL TO IX& ASON Y.._._.._..2 - LL
SEE DETAILS -RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRY...................310
A D,G,H; SHAPE 04
SHEETS 2J MULL TO STEEL STUD.._._............3 b m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_..............................3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS.............................3
ALTERNATATE CLIPS_._................4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 O F
4 i X 2 X.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS......._._...6 W
376 MULL SPECS.............8 _
7 1 INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS......._.7
1� 1X2.75 X.65 MULL SPECS............8 Z '�o
SEE DETAILS / I If / III /11 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 CO i O o F_
A THRU O; V III 1 \SEE OETA°S ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X A26 MULL SPECS....-........10 I- m
SHEETS 24 ATHRU G; 1 X 4 X.376 TUBE MULL SPECS._.11 I...;Q ( J
I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
1 - - --
SHEETS 2J 1 X 4 X.376 T MULL SPECS
11 J
I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.186 X 265 MULL SPECS...12
MM HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S).OPENING is5 X 3.25 X.624 MULLSPECS_...14LL Z I26 X3.25 X.100 MULL SPECS-.113 W$
LENGTH HO FOR
1.25 X 3.94 X.624 MULL SPECS_...16 Z
MULL 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................16 J Q o L
SHEDETNL E, 2X6 X26 MULL SPECS...,.._;._....17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q'W
SHEETS 126X.26 X.125MULLSPECS....10
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F'
30°X 326 OAY MULL SPECS.......,.19 Z F- Q N O
REACTIONS. 45'X 3.25 BAY MULL SPECS......_.20 Q 0 Z zz
MULLION&CLIP DIMENSIONS 21.23 1- Z m m�O o
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2...._._......._....._.....24 U)
MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.._..........._.....25 W Q
rPRODUCTS
E OF ANY TYPE.UST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING d' ZANUFACTUREDf,{IJiii Y PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U O Q O O
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q.. Z o
d� m O
�SEE
DETAILS
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. a� K 5:0
"0
HORIZONTAL AD.c,11; t
U 1 K�
MULL SHEETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
LENGTH HORIZONTAL WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
— MULL
LENGTH INSTRUCTIONS:
I)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FTa)FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRUW GULARITRAPEZOIDAL'. PRODUCTRBVISBD
m complying wlth the Florida
'I LENGTH I` I -i I'—HORIZ.MULL LENGTH--I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuBding ODd
MULL --OPENING WIDTH— c
I I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Acmptm No DS.•
MULLION CAPACITY(LBSIFTa)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN aet �2p2(o
OPENING STEP 1). .amu•_�
HEIGHT 411amf ade Prcdmd Comrol
FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
OPENING MULL N HORIZ VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I I I 1 f f7
HEIGHT LENGTH Y
ILL !� MULL L /Y f� LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� �ON NN
LL ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR F',••' 1-ICENyF•.�1����
CAPACITY IS MET.
SINGLE MULLION SINGLE MULLION _� OPENING WIDTH ENINGWIDTH I - NO.58705 ••,3C
FOR VERTICAL M11ULL I 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE 1S HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _ •
FOR VERTICAL MULL(` OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-D -. �
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '� r1
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'OT l[�0�� '•41;
FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '•.•a�
CAPACITY(LBSfFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i Ss •.0 H��I• \C���
PRODUCT ASSEMBLY. 77�nNAL r;N�'�`�
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. I
A.LYNN NILLE7♦�t,1P.E.
FL P.E.#58705
DETAIL A: <
DETAIL B: MULLION o
MULLION TO 2X WOOD BUCK ,—MULLION MULLION ATTACHED TO 1X BUCKSTftIP TYP.ANCHOR4Y
OR WOOD FRAMING' WOOD BUCK AND MASONRY AND /—PERSUBSTRATE, gi $
(OFFSET CLIP SHOWN), (STANDARD CLIP SHOWN or orHEas SEE SEE TABLES 111468
I t SEE NOTE I, hl
I
MULLION C3
ERMER THE I I i SEE SHEETS o b i MIN 2.7 KSI '• •'y' EDGE 2
t 21.23FORHOLE d - i i CONCRETE OR CMU' �DISTANJ
STANDARD0 e i LOCATIONS i CE, W
OFFSET hSULI v ^ I SEE SEE TABLES 3:CLIP hWY8E EDGE m m S I EDGEDISTANCE 1B-160
DISTANCE
INBTALLEO BY d I t 1 FOR WOOD ° I a FOR MASONRY a o
THIS METHOD
a SCREWS a v I I ANCHORS M 'Q p _fl
11 z
ALLMUAL1LCIOONRs a da SIDE VIEW F Z
v d d a ° a a ETfH(:R THE O
a ° STANDARD OR (J m
d ° a
L.,.,.S p OFFSET MULL Z 0
d' a CLIP MAY BE � 0:� sW
d °v EXTERIOR v ° a INSTALLED BY -
'4 v EDGE THIS METHOD. —1 (n d Z� rcZ
a d DISTANCE 4 ¢ Z �- -t
a a FOR a a v Z 0 2 N
v v MASONRY ° Z a
THE OFFSET CLIP IS ANCHORS
a RECOMMENDED FOR ~"' ypa
EXTERIOR d a° FIN•FRAMEp a a a
WINDOWS,eUT ASHY
ALSO BE USED FOR q
OTHER FRAME TYPES
U) v1 I
U ? Q S
z O
a m
CHOR
TYP.ANCHOR HOR
P RS�UB^uTAATE, EP ftSUeSTRATE, o��a
PER SUBSTRATE, SEE TABLES.IB•16B SEE TABLES 10-16D
SEE TABLES 184013 EOGFIEND
A DISTANCE BUCKSTRIP
T_-- SEE TABLES AND
EMBEDMENT SUCKSTRIP IB-1SB ATTACHMENT
AND ^ BYOTHERB,
EMBEDMENT'
ATTACHMENT —..-�. _ f SEE NOTE I,
• ,,1 BYOTHERS, SHEET I.
SEE NOTE 1. _
SHEET 1.
"• MIN 2.7 KSI CONCRETE OR CMU PRQDUCTREVI9ED
SIDE VIEW FRONT VIEW oawnTlytasI htheFlorida
Building Do&
FRONT VIEW AcccprenroNo �} '
Eglirpi� ,IIB
INSTALLATION NOTES: _ tic
:oiiatni ede Plodud Cont
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION >>
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ���� 00 LYNV
CORRECT QUANTIIY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE /frr
� rJ
ti� � >/e r
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. x, ;
=�r
3)ANCHOR HEAD TYPE MAY 8E PANHEAD,HEXHEAD OR FLATHEAD. NO-58705
4}WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5}FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. ��Lf1s••�dRIDA,.•'G�t�`�
AILIYJy'PI'Y')I, .�.E.
FL P.E.#58705
DETAIL E: r
—I
.12V MIN. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES: oti+
MULLION DIRECTLY ATTACHED TO (U-CLIP)
Z�$ o
MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' o a
(STANDARD CLIP SHOWN) INTERSECTIONS. a
VARIES oz z O
2)MAYBE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY. LO
I TYP.ANCHOR °:- N
EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.23m
STANDARD OR I SEE TABLES 18.130 FOR CORRESPONDING MULLION. (0 A
OFFSET MULL I I TOP VIEW
EDGCLIP MAY OE I 1 1
EMULLION 0 l~1J
INSTALLED OY I� j e'
FOR MASONRY VARIES-jay J I W
THIS METH00. / I I ANCHORS I =
I dig STEEL , -- U)
SELF-DRILLING
ING OROR PREDRILL -- �om'
\`MULLION AND USE SATS m O O
e
n to M U)
MULLION i- zz
10
EXTERIOR 4
THE OFFSET CLIP IS w � _
EDGE DISTANCEz U 'e
FOR MASONRY RECOMAfENDEDFO
FIN,FRAMED LINTERSECTION
ANCHORS ° WINDOWS,BUTMAY U•CLIPN
r oz
ALSOBEUSEDFOR --I (q
OTHER FRAME TYPES EXTERIOR z
TYP.ANCHOR .Q d Q z Z N O
PERSUBSTRATE, _
SEE TABLES I6-138 4 F S�
TYP.ANCHOR SEE SHEETS 21-23 FOR (n a CD
PER SUBSTRATE, HOLE LOCATIONS U) J J� 0 8
DUCKSTRIPW J
AND SEE TABLES 1B-13B FRONT VIEW EDGE LU Q Y Y
ATTACHMENT DISTANCE_
BY OTHERS, SEE TABLES
SEE NOTE I, 18430 Q Z ¢ 0 5
EMBEDMENT SHEET 1. - • D.2 z (n In
• �•, .. .I
DISTANCE
OrE 1 a0'0
—~SEE TABLES SIDE VIEW
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•138
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. I tFOR
/ PER SUBSTRATE,SEETABLES IB-13B RODUCrRBVISBD
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 SEE SHEETS ® comgiyingulth the FiolideONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR m1dIR8 Cck
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLELOCATIONS FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. - TMULLION3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® Ilwd Dade P'od.d4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED NY LYry DIsrANce0 NELCOUL7RACONORELC01l4'S.S.AGGREGATORMASONRYANCHORS. STEEL STUDS THINNER THAN IB13oLESFRONTVIEWA AND COMPLIANT WITH THE FL BUILDINGE,A 2X WOOD BACKER MUST USED,
ATTAC
EXTERIOR SIDE VIEW HMENTDYOTHERS No,5870.5
USE WOOD ANCHOR SPECS 1:� f
NOTES:
-33
SY TEO
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '�T'•, TE O
ANCHOR VALUES MAY BE USED. 'sl•'•F<ORIDA ��
2)SEE CORRESPONDING MULLION TABLES, �",0 L.CN�'�`'
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN N11LIl%k' P.E.
FL P.E.#58705
N in
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) gib o
foo sr
GY
SEEDETAILSA-E, 30*OR 4
SHEETS 2 AND 3 FOR INSTALLATION /BAY MULL
TO SPECIFIC SUBSTRATES. /
N
MULLION SII "o m
O O Z
O_
O O O O O O O O —�
O O TOP VIEW
SIDE VIEWI i m U $ OF
SHOWN WITH VX 4'X.126' I TOP VIEW I I z G7
MULLION I I I I {— J
l�jJ I I I I
TYP.ANCHOR
O
EXTERIOR I I I I U o
I I PERSUBSTRA712 I-- m
:F SEE TABLES 16B OR 1GB z �� � ••�
I TYP.ANCHOR S s�y
STANDARD MULLION CLIP I —PERSUBSTRATE, I I EXTERIOR o u aZ
MODIFIED TOFITFIELD SEE TABLES I8-14B O JI I a ?
CONDITIONS. I I
_ I 2`XS'ANGLECLIP, F' Z Q p�
I I I I 2PERMULLIONEND,MUSTBE Q Q Z N CJ
I I I I I INSTALLED INSIDE OF BAY MULL. � W :r—
MULLION
MULLION I 1 m fn Q q =C>9`-
t I I I I U)
I I I I I I 1 DJ J
I it I I O
of F¢-
2•XWX.126- F', N
I I I I ANGLE CLIP, V I Z Q
6L I I I I 2 PER MULLION END. Q — Z Q Q
I I MUST BE INSTALLED
I INSIDE OFMULL. " U �m�
_TYP.ANCHOR
PER SUBSTRATE,
SEETABLES 1B-14B
INTO WOOD,
�j STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD. II
EXTERIOR OGISC. �' `® PRODUCTREV SBD
bddaOm 11thF
0.NBuilding
"�
q,� F Acocpb=o No S.Os
INTOWODD,STEEL, O 01/UiEIn
ALUM CMU OR MASONRY EDGEH
® ®
DISTANCE �4iam1 edB Product Conlw
PER
ANCHOR 1,1111111111]
EDGE -0 ——�
01�TAN.E re
ERAN HOR NOTES FOR INSTALLATION OPTION G 8 H:
P
O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Ke.'
NOTES FOR INSTALLATION OPTIONS F: No.58705 x
2)DETAIL G:
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.126.MULLION. LOCATIONS.SEE TABLES ID-14B FOR ANCHOR QUANTITIES AND SHEETS 25-23 FOR HOLE PAE
2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;QI' 577.4 .:
3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �s'•.''Z ORIDh..•'G�\,
A.LYN{�FhILLER,P.E.
FL P.E.0 58705
TABLE 1A ® xx
'
Mullion Capacity Table IbefR7
opening Width(for verlicalVsparying mullIons)or Opening Haight(for horizontally-spanning mullions) �m o
So in 601. 70 In 001, 00 In IDD In 120 in 140 in 1601n
Reemngdar TroWdang, Reelanguiar Trep/Mang. Raclanguler TrepRdeng. Rectangular RaPT11-9. Reclanaular Traprrdeeg. Reelan9ular Trepralang. Recangular TreprIldana. Reeten9diar 4ap11tinta. Reclangular Tmp/Tdarg.
1%2x.126 Loading Loading Loading Lowing loading Loading Loading Loading Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading oY = U
Mullion � � YNm
3 1, 0 tZ 3 c3 U^ S 19 8 8 s9 8 c9 8 E cg r3 8 t9 c� cY N
o � W
Z
421n 111.9 408 128.6 332 93.2 408 116.6 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 65.9 408 104.0 319 48.6 408 104.0 319 39,9 408 104.0 310 J5.0 108 10{.0 319 J Ul
4a in 74.9 312 83.6 268 62.4 312 73.4 252 63.6 312 67.0 248 46.6 312 63.2 246 41.6 312 81.3 244 37.5 312 al.0 244 31.2 312 61.0 244 28.8 3t2 61.0 244 23.4 312 61.0 244 2 _
m rA
6
0.625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.8 201 55.7 224 39.9 281 52.1 222 35.5 201 58.1 220 31.9 281 49.3 219 28.6 2B1 49.3 218 228 281 49.3 219 20.0 281 49.J 218 UJI C>•--a o°
52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.6 199 32.9 247 41.6 196 29.2 247 39.4 194 26.3 247 38. 0
38.4 200 4t.2 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 26.9 157 16.0 200 26.0 15633.1 181 35.3 155 27.6 181 30.3 152 23.7 W 28.9 149 20.7 181 24.5 146 18.4 181 22.8 1M :6.6 181 21.7 143 z m28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 16.0 165 21.0 134Z22.2 139 23.3 120 18.5 139 19.9 118 16.9 139 IT 11616.9 125 10.7 109 15.7 126 16,8 107 J�11.5 lie I8.2 104 Z 7 Q N O
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q z `o
Anchor Ca aclt Table Ibs N yo a�
ANCHORCAP.,,�,,,,,, o a
suMlmla 2.7k Conorelo 3.5h Cone. Hollow CMU Filled CMU PT Wood Metal (DP_)X( )=ANCHOR CAP..,, (n '-
5/16'Elco 1/4'88 Eko SH Elco 114•SS Elco 810 Steol 812 Steel 812 Sled MULLION W X Y
Anchor Clip Patterns AwhorTypo. 3/16•Eko ulbeeon 1/4'Eke UK- 3116'Ele0019aen 114'Eke Ullreeon Y
Ulbecan A99reeota tnlmcon AggreGala screw(65)screw(cs) screw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
N !n N
CAPACITY REQUIRED'CORRESPONDING TO AN ?
Edge get-Mr 1' 2-12• 1' 2-1/Y 1118' 1• 2.112• I- 2•it2• 2' 3118• 2' 0.46' 0.54• 0.324• V X Q >
Embedment MY 1x14• 1314' 13/4• 1314• T 1.1/4' 1-11P 1-114• 1-114' 1-114' 1-114• 2' 13/e' 13l8' torics ACTUAL PRESSURE REQUIREMENT FOR THE Q O O
MGM 494.75-hi..O.O.l Standards OOsel Clip(Fig.17• 390 lbs 390 ros 4501M 690 lea 1644 ros 270 Iles 280[be 35411,9 740Ibs 314lbs 684[be 946 r. 3411M 4/21M 560 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION O_=� Z V1
4 ArwMm 1.15•h11n. 0 mo
O.G/Standard(a OBsel)C6p(Fg.2). 4601M 700 lea NIA WA WA NIA 380169 WA NIA WA WA WA 8821M 8B51M 1120 lba CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arwhac®3' Mo.-C/(2)245Anglo Clips/(Fig.3): 780 We 780lbs 8W Ibs 1560 lbs 1696 les 540 lbs 5601M WA 760IDs 748 lb. 68016, 1021M saz lbs fins The 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 A1wMm @ 0.45'htin.O.C.1 U421p,Ieto.12Y Alum.(Fg.41: WA WA WA WA WA WA WA WA WA WA WA WA NIA N1A 715[be CAPACITY WHICH MAY BE USED TO QUALIFY
1Ancha/FCSp(Fg.6): 1951M 19511,3 225 lbs M51M 822 IDs 135 lbs 14011,9 17rros 37011,9 181 lea 332lbs 4r3ros nolM 2znM 280IM ADDITIONALANCHOR OPTIONS FROM THE
2Anchom®1.15'Min.O.CJ FCIip(Fg.B): 2401M 3501M WA WA WA WA 1801M WA WA WA WA WA 341 Ibs 442IM 6BO IM 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: PRODVCTI(8VISI7D
• • • • w whyfyhtg ts11h 1b2 Florida
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ba h.ODdc ,t
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Acc plancof
I9%
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: Miami ado Proitucl Control.
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. 2.000' 41111 I I I I 1117
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I N i�
L �'��
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D7 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125'
ANGLE CLIP MUST BE USED IN PAIRS. \Y .•' �10ENgF•`FP'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEAMINIMUM OF.125• 7Y,• No.�8705 •'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125'MULLION _ (_
THE MATERIAL.
THICK AND 138-ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _-O �.Tr:l
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��1S
;ONAL G tt
A.LYN( iUiLLVR,P.E.
FL P.E.#58705
TABLE 29.
Mullion Capacity Table IbalR2
Opening Width(for eertically-sparrllrmmtlllons)orOpeningHolght(for horizontally-spa
rringmJllorts)
601n 60In 701n 801n 90 In 1001n 1201n 1401n 1601n
00
Rxlenguiar TapTdarg. ReelanpNar TneplTdang. Rectan9ular TfaprTdang. Ralerguier Tmprdang. Rectangular Ord no. Rectangular 72prrdang. Realan0ular 7rapTdarg. Rmlergulor TmplTtle g. Rectangular 7rap7rdang.
1It 2 X.375 Leading Loading Loading LaadBg LoeoOg Loadire Loading Loading Loadig Loading Loading Loading Loading Loading Loading Loading Loading Loading
Alum.Tube . §^ a [.7
t� -t �d� -e-
Mullion N, z �421n 170.0 620 170.0 435 161.3 602 170.0 478 129.7 662 170.0 We 113.5 662 169.5 516 We.8 662 169.9 90.8. 602 168.9 517 76.7 tv
G62 1868 517 64.9 682 168.8 577 68.7 662 1869 617481. 121.8 607 1360 419 101.4 507 119.2 410 86.9 507 108.7 403 78.0 507 1028 399 87.6 507 89.6 60.8 507 99.0 396 60.7 607 99.0 398 43.4 607 99.0 396 380 607 99.0 396 J W
50.625 In 103.7 456 114.6 379 88.4 458 99.9 371 74.1 458 90.6 364 64.8 456 84.6 360 67.6 456 81.3 357 51.8 456 60.0 356 43.2 456 80.0 356 37.0 458 80.0 358 324 456 80.0 356 w n S 0
7 p Q
S41n 65.4 400 83.3 338 71.2 400 90.9 328 61.0 400 727 372 53.4 400 67.3 318 47.5 400 64.0 315 427 400 623 314 35.8 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 m O F
(O
{ 601n 623 324 68.9 278 51.9 324 67.5 270 44.5 324 61.2 284 39.8 324 48.8 280 34.6 324 43.9 257 31.1 324 420 255 28.0 324 40.5 253 122 324 40.5 253 19.11 324 40.5 253 F-- c0 J
Fn 631. 63.8 284 57.4 252 44.6 294 49.2 246 38.4 294 43.6 241 33.S 204 39.8 237 29.8 294 37.1 234 26.8 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 J
2
601n 468 266 49.6 230 39.0 268 424 225 33.4 268 37.6 221 29.2 268 34.1 218 260 268 31.6 216 23.4 266 29.5 212 19.6 268 28.0 210 18.7 288 27.7 209 14.G 266 27.7 209 z '(A zd �• rC
�d 72 in 36.0 225 37.9 196 30.0 225 322 191 25.7 226 28.4 188 226 225 25.5 185 20.0 225 23.5 162 160 725 221 180 15.0 225 20.3 177 12.9 226 19.6 176 11.3 226 18.6 178 (UU P ��
x w
70 In 30.0 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 187 17.0 202 19.7 165 15.3 202 164 163 128 202 16.7 160 10.9 202 15.9 168 8.8 202 15.8 168 J a rcZ
781n 263 192 28.6 188 23.8 192 25.1 165 20.2 192 220 162 17.7 192 18.7 159 15.7 192 161 157 14.2 192 168 155 11.8 192 15.2 152 10.1 192 14.4 150 8.8 192 14.2 150 ¢ ••-1 r
J
i7 Q N O
901n 18.5 144 19.0 128 16.4 144 16.1 126 Q Z
881n 16.2 17.7 16.8 113 I-- i It) o O U�
TABLE 28 ELIw X
ANCHOR CAPACITY ADJUSTMENT FORMULA: (AIM o $
Anchor Ca acl Table(lbs) ANCHOR CAP.'.-,',, o!x Y Y
Subslmte: 239concmle 3.5k Cons. - Hollow CMU HIM CMU PT Wood Metal (OP)X( )=ANCHOR CAP.,,, a (A f9.
5178'Elea 14'SS Elco 5116'Eko 1/4'S9 Eko #10 Steel g12 Slccl 512 Slea MULLION CAP.,a,,,, U X Q
AnchorCllpPattems AxhorType: 3116'ElwUllrscon 1/4'EkeUlhecon 3116-EIwU6mcon 1!4'ElcaUilrscon
Ul6"Elea ApgmGata UlBewn Ag9reGalor Screx(G5)Scnew(G5) Sersw lGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR IL r z O O
Edge Distance ft 1' 2-112• 1' 2412• 3.1181 1• 2.1/2' 1• 2-1a' z• 3.118• 2• o.4e• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN d c m0"O
ACTUAL PRESSURE REQUIREMENT FOR THE
Embedmanl ft 13r4• 1.314- 1.314- 1.3/4' 2• 1-1/4' 1-714' 1.114- 1.114' 1-114' 1-114' 2' iJ18' 1�/8' sada. o € fid'
OPENING,WHEN IT IS LOWER THAN THE MULLION
2 Anchors®4.75'Min.O.C.I Standard on Ogsel Clip(Fig.17• 390 Ibs 3901bs 45D lbs 890 His 10441bs 270 Me 28016. 3541bc 74016. 3741W 661 @s 94816. 3418w 44216. S601bs y o'74�
4 Anchom @ 1.15'Mln.O.C.I Standard(or Offset)Clip(Fig.2y 4801b1 700lbe WA NIA NIA WA 38016. WA NIA WA WA WA 6B2lbs BBS[be 11201bs CAPACITY(FROM THE 79.MINIM THESELECTED
4 Anchors®3"Min.O.C./(2)245 Anglo Clips/(Ftp.3k 780 lbs 700lba Ball lbs 150011,3 18"We 540Ibe 580 1b, WA 760 lbs 74816. Beams t6s2 ms B621ba 885 lb, 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors 4D 0AS•Alin.O.C./U alp,m10.126'Alum.(Fg.47. WA WA WA WA NIA WA N/A WA NIA WA WA WA WA WA 71516. CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/FCap(Fliii. IBS lbs 195I6s 2251Ds 44516. 8221be 135 ms 140169 177165 37016. ler[be 332 m3 4731bs no Im 221 ms 290lw ADDITIONAL ANCHOR OPTIONS FROM THE
2Arkhaa�1.15'Mtn.O.C.1 FClip(Fig.8k 2401be 350!be NIA WA NIA WA 10016. NIA NIA WA WA N/A 341[be 44210.5 68010. ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
PRODUCT PXVBStrD
FIGURE 1: FIGURE 2: TABLE NOTES: 0 dingTylpoJc Ah 1ho Flbd�a
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' Acarptmco No
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� �--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. .1i=I adc Pt ucl Conlroi '1
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000" 111 I I I I
• • •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ONj LYNN 4f1jl
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'� tGENS F
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED [LL375" .F
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T _ - N..587 05
FIGURE 4: FIGURE 5: FIGURES' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1'X 2'X.375'MULLION - - _-
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT .GLEAST.125'THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��( �S :THE MATERIAL.#ID ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. i
ATE ��
'rSS�ONAL E��5
A.LYNN M(LCA P.E.
FL P.E.#58705
TABLE 3A
MulllonCapacity Table(IbsW)
Opening Width(for verticaly-spanning milillons)or OponIng Holght(for holizontally-sparying millions) I guc7><� a
601. 801. 701n so In 901n 1001n 1201n 1401. ISO In y$ O
1%2.76% Rectangular Trep/Tdeng. Reclenguler Tmprrdan0. Rectmoular TrepRdag• Raclonglor TmprTrlong. Rectangular Trep, .g. RaclengUer TeprTdang. Rectangular Treprmang• Reale g ler Tmprrdeng. Rectangular TiapRdang. y$
Loading Load Lowing Loadne Loading Loading Loading Lmdng Loading Loading Loading Loading Loader Loading Loading Loading Loedng Loading
.376 Alum. D L �• �• D
Tubo Z •0.. .. �.. ii 'tl.. '�.. '�.. ,... U o ',7 N
Muillon
fi fi 6 6� 6 6 6 6 fi 6 5� 6•' 6Q' 6� b
U)
g N
42 In 170.0 620 170.0 435 170.0 744 170.01 478 170.0 686 170.0 600 170.0 992 170.0 619 170.0 1118 1 170.0 621 170.0 1210 170.0 621 146.7 iJ01 170.0 521 127.6 1301 170.0 521 111.6 1301 170.0 621 O W
48 N 170.0 709 170.0 524 170.0 650 170.0 ISM 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 877 138.8 1139 170.0 060 113.9 1139 170.0 600 97.6 1139 170.0 680 85A 1139 170.0 680 T
50.625 In 170.0 747 170.0 563 170.0 698 170.0 631 167.61 1032 170.01 664 146.81 1032 170.0 723 130.6 1032 170.0 747 1117.4 1072 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 766 73.4 1032 170.0 766 -3 p
641n 170.0 707 170.0 612 161.7 907 170.0 691 136.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 90.8 007 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 ? cm)
0
601. 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 1180 699 88.2 735 106.2 590 78.4 735 99.6 683 70.5 735 95.1 576 58.8 735 91.8 574 60.4 735 91.8 674 44.1 735 91.8 574 F-
03 In
.031n 121.9 666 00.0 570 101.6 666 111.6 557 67.0 666 98.9 547 76.2 666 00.1 538 67.7 666 83.9 571 60.9 666 79.6 628 60.6 860 75.6 621 43.6 660 75.6 621 39.1 666 75.6 621 2 (� 7
7) W m
661n 106.0 6D7 112.4 522 88.3 607 06.1 511 76.7 607 85.0 501 68.2 607 77.1 493 58.9 607 71.5 456 53.0 807 67.6 481 44.2 607 63.4 418 37.9 607 62.7 474 33.1 607 62.7 474 Z a a S
c
j 721n 81.6 510 85.8 443 68.0 510 73.0 434 65.3 510 64.3 428 51.0 510 57.9 419 45.1 510 6J.3 ItJ 4D.8 SIO 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 u)
76 N 69.4 460 72.6 400 67.8 456 B1.7 392 49.6 455 54.1 305 4J.4 458 18.0 378 38.8 458 44.8 377 34.7 458 41.0 380 20.9 456 37.7 JB2 24.6 450 30.0 359 21.7 458 35.7 358 J -1
781n 64.2 435 67.0 381 53.5 433 66.8 373 45.9 435 49.8 368 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 30.1 351 20.6 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 Q
Q O1 0
901n 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.0 280 26.1 327 26.3 275 27.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 262 14.9 327 19.3 259 Q r z ZZ
N ZZ
W.O
961. 34.4 28T 35.1 267 20.7 267 29.9 262 24.8 287 20.0 218 21.5 287 23.1 241 19.1 287 20.9 240 17.2 287 19.3 237 14A 287 16.0 2J2 � M� 00 m�
1081n 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 198 16.1 227 18.0 195 U)
W h
1 15.0 213 10.8 188 f`x w o52 52
0
1111n 22.3 215 72.7 104 Ia.6 215 19.1 10
EA (!)
1201n 17.6 184 17.9 167 (.) x Q O O
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: O.9� z, s'.O
Anchor Ce acll Table Lbs ANCHOR CAP.,,o,,,,, u
9uWlmla: 2,7kConemlo 7.5kConn. HoOowCMU FillodCA1U PT Wood metal (DP..)X( )=ANCHOR CAP.,„ $�m�
5116•Eko 114•Ss Elco 5110Mb
SS Elco blo sleol U128leel 812 Bled MULLION CAP.,K,,,,S,
Anchor Clip Patterns Anchor Type' .31W Elco UlOocon 114•Elea Ullmom Ullrecon 3'16'Elco Ullman 1/4'Elea Ultracm Aggle slur UllreOalm Scfew(05)Scrmv(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge daleMa gn): 1' 2-112' 1' 2-12' 3118• 1' 2-12' 1' 2-I2' 2' 3z• o.4e• 0.54• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Eml dmenl On): 1:14' 1-314' 1.3/4• 1.3/4' 2 1.114' 1-114' 1414• 1-114' 1-114' 12- I81B' 1J10• vada$ ACTUAL PRESSURE REQUIREMENT FOR THE
2Ambom4 4.75•Aon.O.C./SlandardorOff.elalp(Fg.11 3901bs 390 Ns 450 las BDOlb. 1644lba 2701b5 2801bs 354 lbs 7401b3 374 We 661bs 3111b5 4421W 5801bo OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anobom @ 1.15'Min.o.C.I Standard(orO.;Clp(FIB.2): 460Ibs 700Ibs WA WA WA WA 3801be WA WA NIA WA 682 lb, 8851bs 1128 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arwlprs�3'Min.O.C./(2)2r5 Angle Clips r(Fig.3): 780 lbs 780 1b, G60 1b, 1560 1b, 1896 lb, 540 lb, 560 ibs WA 760 I 748 1b, 892Ibs 6821ba e851be 11201b5 MULLION.IT WILL YIELDAMINIMUM ANCHOR
2Arohom®0.45'Min.O.C.I U alp,Ioto.125'Alum.(Fig.4): WA WA WA WA WA WA WA - WA WA WA WA WA NIA 715 roe CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/FC6p(FtO.5} 195 I 19516$ 2251b5 4/516$ 022108 135165 /4016, 1771b5 370 1b. 187 lbs 3731Ds 170 Lbs 2211Co leo Lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2An.harc 01.15'MIno.C7 F421p(FIg.6): 2401bs 350 lbs WA NIA WA WA 1901bs WA WA WA WA 341Lbs 44216$ Seo go, ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTRBWSBD
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u cal8plying,r)th the Pbrlde
vOdlg80ndc i1 /'�r••�y7
oveptanro t7o_.L CJS L/J.
FIGURE 1: FIGURE 2: on Rat, Z
TABLE NOTES: --1 1.000• f-
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ,tiami edit Product 4;untro?�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 1111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���\pNLYNN 4-11,,
FIGURE 3:
2.750• \��� •\lCENSC•' !(F•p/%.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Q•
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = ��' No.58705 '7C
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" c,
FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :f! S SATC VFS .Lij
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' %� '•.. P -
0 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75'X.375•MULLION ••....... ,.•'iG�
0 O LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .� S'/
THE MATERIAL.010 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. `rl �N ILLILL
A.LYNNrMEI�,P.E.
FL P.E.O 58705
TABLE 4A on ^n
Mullion Capacity Table Ibs/R2 +���
Opening Width(for seNcelVspaming mullions)or Opening Height(for hori7nMelVspeMrg mullions)
50 In 601n 70 In 80 In got. 1001n 1201n 1401n 1801n S O
too
1 x 2.76 X ftmtan9uter TrepRdang. Reclengulaz Trop/7dang. Reclen9uler Tiap/idang. RadengJar irspTdeng. Rmlanguter TrepRdmg. Reclangder Leplfdan0• Rmlan9ulw TrapRdarg. RaclangAar TreplTdang. Reclen9uler TraplTdeng. a ~rc
Loading Loadng Loadng Loadno Loadng Loading Loadng Loadng Loading Loedrg Loadng Lwding Loading Loadng Loadng Loading Loadng Loadng si = 403
.660A1um. r a F p r x r p [17
D �• x r x n r 2> a p a p x
Tubo 9^ a •a a.. o s., o a� .- a ., a ,. a.. A °^ •n.. o.. a,. .. In
Mullion 8 9 g 21 g S 0
y1, s yz3& a a g `s @y _ ya u� co W
N421n 170.0 620 170.0 435 170.0 744 170.0 478 178.0 668 170.0 506 982 170.0 519 170.0 1118 170.0 521. 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1020 170.0 621 178,0 1820 170.0 521 O W
48in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 902 170.0 030 1133 170.0 081 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 660 121.5 1417 170.0 680 106.3 1417 170.0 680 �50.6251n 170.0 747 170.0 SB3 170.0 696 170.0 871 170.0 1048 170.0 684 1185 170.0 723 182,8 1260 170.0 747 146.3 1286 170.0 750 121.8 1266 170.0 766 104.5 1288 170.0 756 91.4 1288 170.0 758 W p O
54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 1130 170.0 B03 133.9 1130 170.0 837 120.6 1130 170.0 858 100,5 1130 170.0 061 60.1 1130 170.0 861 75.3 1130 170.0 661 � �601n 170.0 885 170.0 701 146.5 015 1623 761 125.5 915 144,5 748 915 132.3 735 07.6 015 123.8 726 67.0 916 118.5 720 73.2 915 114,4 715 62.6 915 114.4 716 64.0 015 114.4 715 F-' 1� J631n 161.8 830 181.9 710 120.5 530 138.9 694 108.5 830 123.2 681 830 112.2 070 84.4 830 104.0 602 75.9 B30 99.4 650 03.3 830 04.5 649 54.2 030 94,1 649 47.4 830 94.1 649 !W d601n 132.1 757 140.0 050 110.0 757 119.8 538 911 757 105.0 624 767 98.1 014 73A 767 69.1 600 68.0 757 64.2 600 55.0 757 79.0 593 47.2 767 78.2 691 41.3 751 76.2 591
c l
j 721n 101.7 638 100.6 552 84.8 838 91.0 540 72.7 638 60.1 530 63.0 038 72.2 521 50.5 630 66.6 514 60.9 878 82.3 506 42.4 630 $7.2 500 36.3 638 65.3 487 31.0 630 55,2 497
J :J rcZ
761n 86.6 571 90.4 498 72.1 671 70.8 480 Off 571 67.4 479 54,1 571 60.6 471 480 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 571 44.6 447 27.0 571 M.5 446 Q !D T
761n 80.0 542 83A 474 66.7 542 70.0 465 57.1 542 62.1 450 50.0 $42 55.7 449 44A 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40,0 425 25.0 542 40.1 423 Z � Q N O
Z ',o
90In 52.1 407 67,T 381 43,4 407 46.4 355 37.2 107 38.6 348 32.5 407 15.3 343 28.9 407 32.1 338 28.0 407 29.8 374 21.7 107 28.1 327 18.0 407 24.1 322 18.3 407 27.0 319 Q IQZ 00.O
:xrh ��
AB In 42.9 358 M:1 320 35.8 358 17.2 314 30.7 356 32A $09 28.0 358 20.8 301 21.8 350 28.1 300 21.5 150 24.0 208 17.0 358 21.0 289 16,3 1112 284 N
login 30.1 �267
30.6 255 25.1 263 25.9 251 21.5 287 22.5 247 10.0 283 19.8 244 16.7 283 18.0 240 15.1 283 16.5 237 W tO
tO Y oY
1111n 27.8 28.7 242 23.1 287 27,8 238 19.8 267 20.6 235 17.3 267 10.1 231 15.1 287 18.5 228 � X Q W 0
1201n 22.0 22.3 209 18.3 229 18.8 205 15.7 229 18.2 202
0
TABLE 46 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s0
Anchor Caacl Table lbs ANCHOR CAP.,,„,,,u,
Subsimle: 2.7k Concreia 3.5k Cone. Hollmv CMU Filled CMU PT Woad Metal (DF,,,)X( )=ANCHOR CAP.,,,
N16•Eko 114'86 Eko 5116'Elco 1/4•SS Ek. 910 Sled A1281ee1 q12 Sled MULLION CAP.,,,,,,,,,,
Anchor Clip Patterns Archoriype: VII Elco Uiumon 1!4'Ek.Ulu- U U.. 3116•Ek°Ult-n 114•Eko Uluaean AggmGetor U11mcon A9gm0alor sormv(05)Scrow(G5) 6crmv(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge lWame(in): 1' 244 i• 2-1/2' 3.110• 1• 2-11T i' 24W 2• 3-116• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING 70 AN
Embedmenl0n: 1-314• 63/4• 1-314• 1:/4' 7 1-114' 1-114• 1.114• 1-114' 1-114• 1-1/4' 2- 1-3W I-To' cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anohom@4.75'Min.O.C./Standard or O6sel glp(Fig.1): 3901bs 3901bs 4501bs 8901oo 1644 lbs 2701bs 2601bs 354 fins 740 lbs 374 roc 664163 9413 lbs 3411bs 44216, Seo lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4Amhm3@1.15•Min.O.C./SMndard(or0ffmI)Cep(Fig.2): 48016, 700163 WA WA WA WA 380 lbs WA WA WA WA WA 682 1b, 8951 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amhws@3•Min.O.C./(2)2x5 Anglo Cops/(Fig.3): 780 in 760 roc Geo lbs 15691bs 16ge ms 5401bs 560163 WA 76016, 48 lbs 8601bs 16921ba 6e2lbs ees bs n201bs MULLION.IT WILL YIELDA MINIMUMANCHOR
2 Amhom Q 0.45•Min.O.C./U{41p,into.125•Alum.(Fig.Q: NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715 @s CAPACITY WHICH MAYBE USED TO QUALIFY
1 Amhor/FCfip(Fig.5): 105100 105 1b. 225 Ib. 4451os an lbs 135 lbs 140Ibs 177 ms 370 lbs 197163 332 Ib 473160 170160 221 lbs 280165 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhorn @ 1.15•No.O.C!FClip(Fig.6): 2401b3 1.lbs WA WA WA NIA 190163 WA NIA WA WA WA 341 Iba 44216, 66016, ANCHOR CAPACITY TABLE. RODULT REVISED
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. utldllnng Code
1110 Florida
tteptmlco No - Ll�
FIGURE 1: FIGURE 2: TABLE NOTES:
1.000" i
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ,flame ado Produce Control
SEE SHEETS 2.4 FOR GENE RAL INSTALLATION METHODS. \\71(1IIII11!//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ij
FIGURE 3: ` \01 •........9�ze /moi
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" Q�,• l,10ENSF `'p
• S • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _= >1- •>t
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.54705 No
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' v
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •� •,•
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 0 SLATE O-
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT ' '�` FL ORID
LEAST THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.75'X.850•MULLION :�s •••....•••'��.
C S THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. i�//;S�O( 1.
A.LYNIJ11v111LLER,P.E.
FL P.E.#58705
i
r
TABLE 5A ®oH n q
Mullion Ca ao Tablo Iba7Ra Rp
Opening Width(for HeNaalysperci g muff lora)or Opening Haight(for horizonta*spanni g mulions) �o�
So In 601n 701n 00N 90 In login 120 in 140In 160In to yH, 0
CA
Rectangular TrepTdarq. ReclangWar TrapRdang. ReNaigolar Trep/TdWV. RerAargJar Trep/Tdmg. Reclangaler Trep7Triang. Reclanpdar TreplTdang. Reelmgula BaIVTdeng, ReclengWar Tre{JTdeng. Ralengula 7raplydeng. k° oY w
1"x3.126"x Loafing Loafing Loadng Loafing Loafing Loafing Loadng Loafing Loading Loafing Loafing Loading Loading Loafing Loafing Loadng Loading Loafing oY g 0
.600"Alum ax r x z^ a a a k ? n ? LL
a ,. a c.. a a .. •" 's 'a a ,. a z.. a •-a .-. 'a a,. N
Tubo Mull
s� is
-SRI'
€� ti• � b� �� b 5 a � b 5� �� k s� � � � � rnm w
Ys> d` � drc saac
421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 666 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 164.4 1802 170.0 521 J W
J =
481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 860 135.1 1577 170.0 080 118.2 1577 170.0 680
50.625 In 170.0 747 170.0 583 170.0 NO 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 750 121.5 1495 170.0 758 100.3 1495 170.0 756 LU o� O
ca
64 In 170.0 707 170.0 612 170.0 050 170.0 891 170.0 1118 170.0 754 170.0 1276 170.0 803 108.1 1401 170.0 837 149.5 1401 170.0 850 124.0 1401 170.0 881 100.8 1401 170.0 801 97.4 1401 170.0 881 M
601n 170.0 885 170.0 701 170.0 10.53 170.0 787 158.5 1156 170.0 676 138.7 1156 107.0 028 123.3 1158 158.6 917 111.0 1158 149.7 010 02.5 1156 144.5 903 79.3 1160 144.6 903 69.4 1158 144.5 003
83 In 170.0 930 170.0 745 158.6 1049 170.0 850 137.0 1049 155.5 600 119.8 1049 141.7 846 VMS 1049 132.0 838 85.9 1049 125.6 826 79.0 1048 119.7 620 60.5 1049 1189 610 59.9 1049 116.9 810 U
G 68 in 168.8 055 170.0 789 139.0 955 151.3 604 119.1 655 133.7 788 104.2 9% 121.4 775 92.6 955 112.0 765 83.4 855 106.4 767 60.5 955 99.6 749 69.11 855 98,7 748 62.1' 055 06.7 748 ,2 d R�
j 72 in 129.5 607 131.8 897 107.0 803 114.8 882 91.0 803 101.1 870 80,3 803 91.2 859 71A 603 83.0 649 84.2 603 78.6 642 53.5 8m -W-1-632 /5.9 803 69.6 828 40.1 803 69.7 827 O �Z
J J o
761n 108.2 721 114.1 620 91.0 721 87.0 018 78.0 721 65.1 605 68.3 721 76.6 595 60.7 72t 70.1 588 54.8 721 BSA 570 45.5 721 69.4 669 39.0 721 $8.0 SU 34.1 721 50.1 563 Q j r �•
F
70 In 101.0 684 105.4 599 84.2 664 88.4 587 72.2 661 76.4 576 63.1 604 70.4 567 58.1 684 64.4 658 50.5 684 59.9 551 42.1 684 54.1 541 38.1 684 51.3 b38 31.6 664 50.6 $34 Q N O
90 In 65.8 614 07.9 456 64.8 514 67.3 448 47.0 614 50.0 MO 41.1 514 44.6 433 36.5 614 40.5 427 32.9 514 37.3 421 27.4 514 37.0 412 23.6 614 30.4 408 70.8 611 29.0 403 Fa-• a?az W o
901n 54.2 452 55.7 404 45.2 452 47.0 306 38.7 452 40.0 390 33.9 452 30.4 364 30.1 452 32.0 378 27.1 452 30.3 373 22.6 452 28.6 385 19.4 452 24.2 359 10.9 452 22.8 355 •to
X
1081n 36.1 357 36.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.6 298 15.9 357 18.0 293 13.6 357 16.2 287 11.9 357 15.0 283 U.1
Y Y
1111n 35.1 138 35.6 308 29.2 338 30.1 301 25.0 336 28.1 200 21.0 338 23.1 202 19.5 338 20.8 288 17.5 338 19.0 284 14.0 338 16.5 278 12.5 338 14.6 273 11.0 336 iJ.6 269 c) 0) to
1201n 27.7 289 28.2 203 23.1 289 237 259 .19.0 209 20.5 258 17.3 289 10.1 252 15.4 289 16.3 240 13.0 2(19 14.0 248 11.8' 289 12.6 240 9.9 269 11.4 230 0.T 289 10.4 232 C.) X Q 0 O
a r Z 03 rn
TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: �' mO NO
Anchor Capacity Table Ibs ANCHOR CAP.:,-
Substrate, 2.7k Corcnle 3.5k Calc. Ilalow R.fU FIIIedCAIU PTWOW Metal (DPro)X( )=ANCHOR CAP..,, p�a�
5I10Elto U4'SS Ek0 6/15-Elco 114'55 Elco 010Sled 012 Sleel UI261ee1 MULLION CAP.,,a,,.,,
AnchOrCllp Patterns Mrha 7ypa. &15-Elto Ullman 114'Ek6Uklaton 3'16'EIco UOracal U4'EkoUlUacon
uluacon Aggreoator unracm A9greOWor screw(G5)Scre iw) Strew(G5) USE THIS FORMULATO OBTAIN THE'ANCH R
Edge pslarce pn) 1• 2-VT I. 2.11r 31/8' 1' 2-112' t• 2-or 7 3118' r o.as• 0.54' os2a^ CAPACITY REQUIRED'CORRESPONDING TOAN
EmOednml n 1314• 1314' 1314' 13'4' 2- 1-114' 1.1/4' 1-114' 1.114' 1.1/4' 1414' 2' 1318' 150' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anthors®4.75-Min.O.C.1 Stardad ar 011sai CUP(Fig.1) 3901os 390 Ib&__j 450W BOO Ica 1644166 270106 2831. 35410a 7401. 37410s 6641. 946 its 3411bs 4421. --0-1os OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 491.15'MIa O.C./S1an6ad(.00set)Clip(Rg 2) 4M 1bs 7001. IIIA IUA IUA IIIA =I. IIIA IUA IIIA IUA IUA 662 ms BB51ffi 1120@8 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anchors®3'Min.O.C.1(2)215 Angle Clips 109.31 780 let 7801. 660 Ibs 1560 I. iew lbs 6f016s 5071bs IIIA 7601. 7481. 0601. 18921. 652166 855106 1120166 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Amtprs®0.45'hlln.O.C./UCBp,Into.125-AW1n.(Fla 4)' IIIA IUA NIA IUA IIfA NIA IUA t1/A NA IUA IUA IUA NIA IUA 1073IOa CAPACITYWHICH MAY BE USEDTO QUALIFY
InrchDrl FC9P 09.5} IDS Ica 1951. 225Ibs I.
622 i. 135166 --RD1. 177 IDs 370lbs 167 1b, 3321. 473 ma 17 Its 221 I. 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclurs®1.16-Vin O.CJ FCO g.6' 2401bs M Me IIIA ?VA IIIA IIIA -T901. NIA IUA IUA IIIA IUA 341164 4421. fb01. ANCHOR CAPACITY TABLE. RODUCI'RBVISBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -.plying with the.Fionda
u0d198 Oade
H1.000'�4 omptanc9No
FIGURE 1: FIGURE 2: TABLE NOTES: " plmllonDou
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
iarttl NIe Product Control
0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ',
. 4\511111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. •.,
FIGURE 3: 3.125• �� ONV L A /�i�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q: \,\CEIJSE'••�F.p ��
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Y1 No.56705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' ;•� r ..
CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED - rJ
(CMU) 7 :p "., l 7 155 ,u/,
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' O STATE OF
1'X 3.125'X.5'MULLION
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ) ��''•,F40110..•'•0 '
LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION S'
0 0 0 THE MATERIAL.#1 O 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �7//I/ NAI--�i`'
A.L'yUSULLL�,P.E.
FL P.E.#58705
TABLE 6A aH x
Mullion Capacity Table(Ibsffe)
Opening Width(for vertically-spanning mullions)or Opening Helght(for hor12onlMly-spanking mullions)
601n 601n 701n 801n 001n too in 120In 1401n 1601n u g O
Reelenpuiu TrapfTdang. Rectangular Treprfrlorq. Rectangular TreplTdang. Rodengda
or TrdplTdang. Rcolenguim TroplTdeng. RcclengWar TrspTdong. Reclongular TrepTdang. Rectan9uler Trap/Tdang. Rcctengular TrepRdang. � o
1 x 4%.126 Loading Loading Loading Loading Leadng L.adng Loadng Loading Loading Loadng Loadng Loafing Loading Loading Loadng Loading Loading Loading c r 2 ur
Alum.Tubo ,. •s.. a ,,. .. 'c �0.. � ',., '� .. �i.. 'uF. a LL
Mullion Co
s 5g 15E s s 5,5
}{� $�$ 7p$ [g@� rL 8g$ kG�r k6� 5 5 yy a {L r[ in y
tjZ
42 In 1 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 470.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.8 1489 170.0 621 J
40 In 170.0 700 170.0 624 170.0 650 170.0 684 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 160.3 1303 '170.0 6B0 1JO.J 1JOJ 170.0 6B0 111.7 1303 170.0 660 87.7 1307 170.0 680 j' 2
(Y
li0.6261n 170.0 747 170.0 663 170,0 898 170.0 811 170.0 1048 170.0 684 170.0 1185 170.0 723 168.1 1235 170.0 747 140.6 1235 170.0 758 117.1 1233 170.0 758 100.4 1235 170.0 7611 87.8 1235 170.0 758 UJ;. '6° O
541n 170.0 797 170.0 812 170.0 950 170.0 691 170.0 1118 170.0 764 154.4 1168 170.0 803 137.2 1158 170.0 837 12J.S 1158[17 102.9601n 170.0 885 170.0 701 166.7 ID42 170.0 707 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 130.8 801 100.0 1042 791 83A 1042 125.1 782 71.6 1042 125.1 782 62.5 1042 125.1 782 � �B71n 170.0 970 170.0 749 151.2 992 183.8 BIB 129.8 9B2 144.4 79B 117.4 992 131.0 782 100.8 882 I2I.4 788 80.7 982 758 75.11 8B2 108A 745 66.8 892 108.0 7M 56.7 992 108.0 714
661n 165.4 947 170.0 789 137.8 947 148.0 788 118.1 847 130.3 768 103A 047 117.7 752 01.9 847 108.7 735 82.7 947 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z721n iJ5.9 649 112.7 737 113.2 819 121.6 722 97.0 849 106.8 708 B{.8 819 98,4 698 76.5 649 00.7 6B6 67.0 819 676 66.8 849 76.3 659 49.6 819 72.6 652 42.6 849 72.4 651 W
a.
761n 115.6 762 120.7 665 96.3 762 102.6 652 62.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 813 48.1 762 62.8 602 41.3 762 59.9 697 36.1 762 69.4 595 J U)& ° az
781. 106.9 724 111.4 634 69.0 724 94.6 621 76.3 724 02.9 609 66.8 724 74.4 690 59.4 724 68.1 691 53A 724 63.4 583 44.5 724 57.3 573 38.2 724 64.3 667 33.4 724 63.5 565 Ia-�J ZZ r
P-114n
69.0 543 71.11 483 58.0 543 60.7 474 49.7 643 52.9 488 43.6 513 47.1L468 38.8 643 42.8 462 34.0 643 39.6 440 29.0 543 34.0 438 24.0 543 32.1 430 21.7 6{3 30.7 426 Z zo00
57.3 478 68.9 427 47.8 478 49.7 119 40.9 478 43.2 412 35.0 470 38.5 31.8 478 34.8 400 28.7 476 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 178 24.2 370 �NIgA 371 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 20.6 22A 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 Jf0 37.1 357 37.0 323 30.8 357 31.8 318 26.5 J5T 27.8 313 23.2 357 24.4 20.8 357 22.0 305 18.5 357 20.1 301 16.4 357 17.1 2B{ a �20.3 30829.8 279 24.5 308 25.1 274 21.0 306 21.7 270 18.3 306 19.2 10.3 308 17.3 263 (~0 Q
17.0 212 17.2 196 d 2X Z N O
TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: m a m0
Anchor Capacity Tabla(lbs) ANCHOR CAP.,,„,,,,,
Sub.t.to: 2.7k Concrete 3.5k Con.. H011mcklu Filled CMU PT wood Metal (DP,)X( )=ANCHOR CAP.,,.
5118'Eka 114'80 Eloo WIV Elco 114'S$Eka 410 8Iee1 012 Stool 612 Sled MULLION CAP.,,o,,,a, .
Anchor Clip Patterns
Anchor type: 3119•Eleo uluacon 1/4'Eko Ulbecon tnu=on 3x18'Elco UlVaeon 1/4'Elea Ullraeon ABBreaalw UBraeon Aggrcaator Screw(G5)Screw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(1n): f' 2-12' I- 2.12' 3.1/8' 1' 2-12' 1' 2.12• 24 3-1/6- 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'.CORRESPONDING TO AN
Embedment(N): 1,14' 1.3/4' 1.314" 1-74' 7 1-1/4' 1.1/4' 1-U4' 1.114' 1-1/4' 1-114' 2' 1-/e' 1-/8' rode. ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclwrs®4.75'klln.O.C.I Standard or Ogscl Up(Fig.182): 39011`9 390 tae 4501bs 8D0IW 164411`. 2701bs 280 lbs 354 lbs 740 Its 3741be 684 IM 946 Ica 341 Ibs 4421bs 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 2.25'Min.O.Q/Standard(orO8se0 C6p(Fig.3): 7001bs 7001ba 580 ft 1401b 95210s WA 580 lbs WA 630 Ib. WA 88011`. WA 682 1b. 885 Its 1120]be CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anchors®1.15-Mtn.O.C.I Standard(or Mel)C0p(Fig.4): 9601bs 14001bs WA WA WA WA 760163 WA WA WA WA N/A 1383!be 17701bs 2240 1b. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors®Y Min O.C.1(2)?AS Angle pips/(Fig.5): 7801bs 7801be 6801be 1560Ibs 18961bs 5101bs 5601ba WA 760169 7481bs 880 lbs 189210. 682 1b. 8851b, 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchors Bg T Min.O.C.1(2)2x5 Angle Glps/(Fig.0): 11701bs 117011,3 1020 It, 2340 Ib. 2044Ibs 8101bs 840 1b, NIA 114011`9 112211`3 1320 It's
28381bs 10221bs 1327 Iba 168011`5 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amhara Q 0.45'KIM.O.C.1 UUip,Inlo.12W Alum.(Fq.7): N/A WA WA WA WA WA WA NIA WA WA WA WA WA N/A 14301bs ANCHOR CAPACITY TABLE. PRODUCTREVISBD
2An0hore®2.2Y MIn.O.0/F471p(Fq.6): 35011`. 3501bs 2901bs 705Ibs 478@s WA 280 1b, WA 315lb3 WA 4401bs NIA 341 lbs 4421m 560163 sa cornpiyfng wtIb the Florida
4Anchors®1.15'MIn.O.Cl FLTIp(Fq.9): 4801W 70011`3 WA WA WA N/A J80IW WA WA WA WA WA 88211`9 8851.9 1120169 BeRdlog Cbtk
1.000" AcceptmtCc No Vim+
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. r Llbvinalfri,
TABLE NOTES: BY
I�batn' ode Product Control
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B. FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\111 I 1 111/1
De
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�`��pN(,,....,,Q1✓(�/,iii
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P�"�,.•'\,\CENSC :F'P
• • • • • • • • • • it
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES 4.000" __ No.56705
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. _.13
LiC• �� �
• • • • tr
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��0 S rATE
• • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' .C� F<ORIOp;••'
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL �i ........ G
STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK �i' 7SS10nfN����``
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910& 1'X 4'X.125'1 A.LYNU MIvL!,i' P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E., 68705
TABLE 7A s oN
Mullion Capacity Table Ibsffe �h x
Opening Width(Iorverticaly-spar79ng munlors)or Opening Height(for hodiordolly-spanning mullions)
601n 60 in 701n 80 in 001n 1001n 12010 1401n too In 's O
Reelongulw Trep77dang. Rectangular Treplydarg. rRngukr TrepRden9• Raclon9Uw Trap/Tdeng. Reclengalsr TrepTdeng. fteclanguler TreDlTdeng. RectonBular Ti,plTdon9• RectaneUar Ttep/Tdarg. Red liner TrapTdmg. q
1X4x.376 Loedng Loafing Leafing Loadingfing Loadng Laedng Loedng Loading Laadng Loads Loafing Loafing Loadng Loedno loading Loading Loafing nz 2 U
AIuSm,Tube r r p v r r r p _ p _v a c'. os� ra da a.. a o., g to
Mullion . $ 8 k B $ R 8 8� Nz42In 170.0 620 170.0 435 170.0 744 170.0 478 We 170.0 500 170.0 992 170.0 619 170.0 lite 170.0 621 170.0 1240 170.0 1521 170.0 1486 170.0 621 170.0 17.35 170.0 621 170.0 198.3 170.0 621 O W
481n 170,0 706 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 7700 170.0 660 170.0 1883 170.0 680 161.8 2024 170.0 650
ly o U)
60.626 In 170.0 747 170,0 563 170.0 BBB 170.0 031 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 750 166.0 1818 170,0 760 136.5 7819 170.0 756 111 o O
541n 170.0 787 170.0 612 170,0 858 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1474 170.0 837 170.0 1694 170.0 858 169,9 1799 170.0 081 137.1 1788 170.0 F12
0 . M601n 170.0 885 170.0 701 170,0 1083 170.0 787 170.0 1240 170.0 876 17&0 1417 170.0 944 170.0 1594 170.0 908 155.6 1610 170.0 1031 129.8 1619 170.0 1063 111.0 1619 170.0 1619 170.0 1063 f.. J631n 170.0 930 170.0 747 170.0 1116 170,0 050 170,0 1302 170.0 840 170.0 1488 170.0 1015 156.7 1!542 170.0 1076 141.0 1642 170.0 1122 117.6 1542 166.6 1158 100.7 1642 167.9 1612 167.9 1157 2 O
681n 770.0 87! 170.0 769 170.0 1188 170.0 803 170.0 1384 170.0 1002 180.8 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1172 147.8 1108 01.6 1472 148.0 1172 118.0 1104 LU
721n 170.0 1083 170.0 870 170.0 7216 170.0 1009 158.6 1320 166.2 1101 T323 149.8 1062 117.3 1320 177.8 1060 105,8 1.320 128.8 1019 88.0 1720 117.0 1024 75.4 1720 112.8 7.320 112A IOI2W 76In 170.0 1122 170.0 837 149.6 1184 169.4 1013 12&2 1184 139.9 994 125.7 878 99.7 1184 115.3 861 89.8 1184 107.5 952 74.0 7181 87.8 9)5 64.1 1184 97.11 1184 92.3 925 J to c aZ
Q -I]8In 168.7 1121 170,0 987 178.4 1124 147.0 065 718.8 1124 126,8 ell 115.6 871 B2.J 1124 105.8 918 93.0 1124 96.5 908 69.2 7721 89.0 890 69.3 1121 8/.38 1124 113.2 870 7,,, J .-
90In 108.1 041 111,6 750 80.1 814 B4.3 7J8 77.2 BN 82.1 72! 7J.3 712 60.1 119! 60.6 702 64.0 014 61.1 8.3 45.0 814 6{.2 678 J8,6 814 60.0 666 37.8 844 47.7 662 Qg Z961n 89.1 742 81.6 681 71.2 712 77.2 652 83.8 742 67.2 611 69.8 631 48.6 742 61.1 622 44.6 742 49,8 61! 77.1 742 13.8 600 31.8 742 39.0 690 27.6 742 37.6 564 n001051n 62.8 680 63.9 530 52.1 688 63.0 621 44.7 566 48.6 513 41.4 605 34.6 680 37.3 498 31.3 666 34.2 482 20.1 SBB 20.8 481 71.3 686 28,8 472 19.5 586 24.7 466
x s2
titin 57.6 $55 66.6 603 48.0 655 49.6 495 41.2 555 42.9 487 78.0 555 36.0 480 32.0 655 34.2 473 26.8 555 31.3 487 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 M�7
� Iy
1201n 45.8 476 48.4 433 38A 476 39.0 428 32.0 176 31.7 120 26.5 475 28.6 414 25.3 176 26.8 409 22.8 476 21,6 404 19.0 476 21.1 396 16.3 476 10.7 367 11.3 176 (J XV-;
a O O
144 in 26.4 310 26.7 305 22.0 330 22A 301 18.0 JSD 19.3 287 16.6 3J0 17.0 203 d..r N �
TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s'.O
Anchor Ce act Table Obs) ANCHOR CAP.,,o,,,,,
- eubslmte: 2.7k Concrete 3.5k Conn. FlaOow CMUfig
F51M CMU PT Wood Metal (DP,)X ANCHOR CAP.,,,
S118'Eko ko 5/IB'EI- Il4'SSEk0 RtOsleel Al2sleel k12 SleMULLIO , , �Anchor ClipPatteme AnclprType: 3178'EkoUlican 114'EkoUlVacon 1'18'EkoNVecon 114'EkoU6reconUlVecon lw ullmcon ApgreOalor screw(OS)Scmw(O5) Bcrew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 01,1 ce(I.): i' 2-12' i' 2-tri 3.118• 1' 2-12' 1- 2•IQ• 34/8' 21 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(n): 1.314' 1.314' IV4' 7.3/4' 7 1-114' 1-1/4' 1.114' 1.114' ' 1-114• 2- 1-we' 1.316• ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anehoa Q4.751Min.O.C.I Slend.dw Off,el MI,(Fip.162.3: 390 lbs 390IM 4501bs 890lbs 1644 lbs 2701bs 280lb, 3541bs 740lbs a 6641b, 940lb, 341 lbs 4421W 66o lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®2.25 hfi0.O.C./Standd WOffset)C6p(Fig,3y. 700lb, 700 lbs' 5801bs 1410 lbs 952lbs WA 560 im WA 6301bs860 Iles WA 682 lbs 88516s 1120 lb, CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Ambors@1.W1,11n.O.C./slandwd(wOffset)CID(Fig•4): 960lbs 14DO lbs WA WA WA WA 7601be WA wAWA WA 1363 s 1770lbs22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anoint,Q 3'Mia O.G/(2)2r5 Angle CFps I(FID,5): 760 lbs 780 ib, 680lbs 15601bs 1895 lb, No lbs 660lb, WA 760lbss 880lbs 1692 lbs 692 tb, e&61bt 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
3' O.C.1(2)2s5 Angle Clips/(Fig.6): 1170 Iles 11 OM 10201bs 23401bs 2844Ibs B101bs 6401be WA 11401bss 1320Ibs 2638 lbs 1022 ros 13271bs 1680109 ADDRIONAL ANCHOR OPTIONS FROM THE
4 Anctnra®0.45'hfin.o,c./U47Ip,Nlo.125'Alum.(Fig.71: WA WA WA NIAWANIA WA WA WAWA WA WA N7A 1430lbs ANCHOR CAPACITY TABLE. RODULTRRVMRD
2 Ancham 41!2.25'Mln.O.CJ F471p(Fig.8): 3501bs 3501Ds 290IOa 7051bs 47016, NIA L0lbs WA 315lbs44016, WA 311 lbs 41216, 560169 a°aW 98 wllh Plafl�4Mohacs®1.15'Min.O.CJ F-Oip(Fig•9): 48D 1W 7001bs WA WA WA WA 3801bs WA WAWA WA BB210s 807 ibs 7120160 UOdlag OStk •�
4"vounco No
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' r-- 1.000'
y_
TABLE NOTES: Aiami Dada 1'reducl Control
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 11 I I i i I
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 I1/
• • • • • • • • • • i- 9.
N 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLEO �• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' No.58'/05 `r
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _-
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE B: 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 :U�•,• STATE F
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE .........
6063-T6 AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' L .375' 375' ••"•'
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS 1•X 4'X.375' 1'X 4'X.375' /'/S,S10NA1.5�
ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREltDS BEYOND THE MATERIAL.810&812 A.LYNN MILLER,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705
TABLE 8A yy2
43 o N n
Mullion Ce acl Ibste
Opening Width(for Vanlcelry-sparningmUli r OoVaIngHeight(forhod2prdaW-spsnr9ngMullions) 2&S $
60 In 6010 701n 801. eo In 10 in 1201n 1401. 180 In r,
1.25"x Rxlengular TrepRden9. Rectan9uhr TraplTdonB• Reclanguler Ttep Tdang. Recteneulor Trap/Tdang. Reclan ropRdarl9. Red UW.r TrapRdono. Rectangular Trap/Mang. ReciangulOf 7taprTdang. Rectangular TraprIldenB•
LoadnB Loafing Loafing Loading Loading Loadng Loading Loading Loading Lording Loafing Loading Loading Loafing LoadmB Loadnp Loading Loading n2 U
3.188"x y-
13 B
.266"Alum .�' t0
Tube Mull 8 $�
[1114
� b421n 170.0 620 170.0 170.0 7M 170.0 478[73
0 888 170.0 See 170.0 992 170.0 610 170.0 1116 170.0 521 170.0 1240 17D.0 521 170.0 1489 170.0 521 170.0 1735 170.0 621 151.6 1769 170.0 621 -j LU
481n 170.0 708 170.0 170.0 650 170.0 6940 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 164.8 1640 170.0 680 132.7 1646 170.0 Egg 116.1 1646 170.0 660jIn170.0 747 170.0 170.0 898 170,0 gat0 1046 170.0 684 170.0 1195 170.0 M3 170.0 747 167.0 1468 170.0 768 iJ8.2 1468 170.0 760 119.3 1188 170.0 7611 108.4 1468 170.0 768 LU O m 0
641n 170.0 797 170.0 612 170.0 956 170.0 891 .0 1118 170.0 754 170.0 1276 170.0 803 1 1376 0.0 637 146.8 1379 170.0 850 122.3 1376 170.0 001 104.8 1378 170.0 861 91.7 1376 170.0 B6I m M F-'
601n 170.0 885 170.0 701 170,0 1063 170,0 797 .9 1165 170.0 878 139.0 1156 WA 930 123.6 1158 160.6 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1 M 144.5 905 F=• W tD J
J
631n 170.0 930 170.0 745 160.1 1051 170.0 850 .2 1051 155.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 86.1 1051 125.7 830 80.1 1051 119.5 022 68.6 1051 119.1 821 60.0 1051 119.1 821 � D• �
681n 167.1 057 170.0 789 139.3 957 161.8 8D5 .4 957 134.0 790 104.4 937 121.6 777 92.8 057 112.8 787 83.8 957 106.6 759 69.6 957 100.0 750 59.7 Or 989 746 52.2 957 98.9 748 Z :-i z° m
721n 128.7 804 135.2 698 107.3 804 116.2 6849 801 101.3 671 80.4 604 91.4 660 71.5 804 84.1 650 64.4 604 78.8 641 61.6 804 72.3 633 46.0 004 89.0 629 40.2 804 69.6 628 j IJ
e Z
761n 100.4 722 114.4 630 91.2 722 97.2 6162 722 85.3 606 68A 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 680 45.6 722 59.5 570 39.1 722 68.7 665 34.2 722 b6.2 661 JQ
f
70 In 1012 685 105.6 600 84.4 885 89.8 5883 685 78.5 577 63.3 665 70.5 666 58.2 685 64.5 660 50.6 665 60.1 653 42.2 685 64.3 643 36.2 885 51A 537 31.6 685 50.7 536 H N
� O
901. 65.9 615 68.0 457 54.0 515 57.6 4491 515 50.1 441 41.2 515 44.7 434 30.6 515 40.9 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 516 305 407 20.6 515 29.1 404 Q x Z Nzz
Do In 64.3 453 65.8 404 45.3 453 47.1 3978 463 41.0 391 33.8 453 3b.4 385 30.2 45J 37,0 378 272 461 30.4 374 22.0 463 28.8 368 19A 453 24.3 J60 17.0 453 22.9 35G ft c0 y
1081n 38.1 358 39.0 323 31.8 358 32.8 3162 358 28.4 313 23.0 358 25.2 300 21.2 358 22.7 304 IDA 358 20.6 300 16.9 358 18.0 29J U)
1111n 351 338 358 306 29.3 338 30.1 3011 338 26.1 297 22.0 338 23.2 203 10.5 338 20.9 289 17.6 338 10.1 285 O .X
264 23.2 290 2J.0 2609 290 20.0 256 17.4 280 18.2 261 15.4 290 IDA 249 U N ¢ O O
14610 18.1 201 fe.] 188 c- Z 0 �
m0 zD
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: m �m�
AnchorCe a Ity Table Iba ANCHOR CAP., ,,
substrata 2.78corcn4e 3.6NCanc. Ndlavd.lU FlIIedCl.lu PT Wood LN4H (DP)X )=ANCHOR CAP.,,
Nth'Elco 114'SS EIC NI6'Eko 116'SS ElcoEER
812 Steel MULLION CAP.,'-,,,,
AnchorClip P6RBm6 Anchor Trva' 3I16'EIco UBtacm 114'EkoUllracon Oliracon 3116Elco UliraCon fld'EkoUnmcon Aggn:Gaor 01lrbcal A99MODIX SCAN(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dlslarce M) I• 2.9T 1• 2-112• 3118' 1• 2.112• 1• 2-112' T 3-inr T a.32d' CAPACITY REQUIRED'CORRESPONDING TO AN
FmMOIltni n 1314' 13'4' 1.714- 13'4- 2' 1-L4' 1-U4' 1-114' 1-1i4- 1-1/4' 1-114' T Lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.7Wmn.O.C.I Standard or Opel Clip(Flg.1): 3901D5 390 Ina 450 lbs BBO Us 1684 lot 270 IDS 280IDs 3Hl1bs 7401bs 3741bs 664 its 016106 341IDS 442109 66o it. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers®1.15•I41n OA I Siandanl(or Met)Cop(ng 2)- 483 IDs 7001b9 IUA NIA WA 380Ins II/A ILIA NIA IIIA IUA 682 Ins 86509 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnchDrs®3•L11n.0.C./(2)2t6Argie Cllpsl(ng 3) 7801DS 780 Ibe 6001Ds 580Ins 1ffi6IDs 6f0
IDS 560109 NIA 760IIx 748 Ins 8801bs 1802 IDS 6821DS ODD IDS 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Archors 4'40.45•Idln.G.G./UClip,InlD.125Aalrn.(Flg.4) IIIA IUA IUA ttl IIIA IUA run MA ILIA /IIA ILIA IUA n'A toA 14301M CAPACITY WHICH MAY BE USED TO QUALIFY
1 AmMr7 FCsp(Fl9 6y 105 Jos 105179 225 IDS 445 as 822 Ins 1351bs 140 Me 177 IDS 370lbs 1871M 332816 4731Ds 170lbs 221 ors 280 t� ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors@1.15-Lon O.CJ F416 O6S 2401Ds 3501[8 IIIA NA RIA IIIA 100100 NIA WA IIIA ILIA IUA aft lbs 442 IM
660 hos ANCHOR CAPACITY TABLE. PRODUCERBVISDD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B`Udin CodLnpwltL Ihelllodda
Du"a Cbdo
Aonpt-anco No - Qi
FIGURE 1: FIGURE 2: TABLE NOTES: F--1.250' Gq)) Det9 �?b
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �fluni aadc Product Cony
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN JJJi�
AN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• P•.•'�10ENSF'•.•ccp
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T�-:• 1
A BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• N0.51705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �'0 •' -
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE, Q r
• 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '� •' S Al 0 lS •[V�:
5'X 3.188'X.265'MULLION '•.�LORIDI`.•'• \�\:
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126•THICK AND A36.ALL 1-114'VF MULLION) '��S \1G.`
• I F ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. II S�() /�L G�a�
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.tfNNtfy}((-LER,P.E.
• FL P.E.#58705
TABLE 9A ® � A
Mullion Capacity Table Obelttl)
Opening Width(forvarticalty9pannirg muRons)or Opening Height(for hoR2ontaVsparcllrg mUliiorls) ��~E a
50 h 601n 70 h 801n 90 In IDO In 120In 1401n 1601n0 O
RaelangWar TmpTdan9. Reelanpabr T,. ding. Reclenpuler T. no R.I.npuhr Lap/Tr1mg. R..Immlar Tmprldanp. Recimpuler Trap7dang. Raelewular TmprTMn9. Rwlengular Tiap/Tdang. Reelenguler Tmp/Tdanp. p Y
7.26x326
Loading no Lmdng LOedMp Loedin9 Lwdn9 Lmdng Loading Lmdn9 Looting Loading L0ad8g Lwdrg Loodng Loading Loading Loading Lwdng oZ 2
x.100 +�$'. tL
Alum.Tuhe d tl ^
Mullion
81 all 119 '31 111 1 1 24 I 1 4 1 1 11 '31 z ML
421n 170.0 620 170.0 435 170.0 114 170.0 476 170.0 660 170.0 606 170.0 992 170.0 SO 170.0 1116 170.0 621 153.3 1116 110.0 521 127.7 1116 170.0 521 109.6 9118 170.0 621 95.8 tire 170.0 621 0
de In 170.0 708 170.0 524 170.0 650 170.0 684 167.6 978 170.0 630 140.7 876 170.0 061 130.4 978 170.0 077 117.3 978 170.0 660 97.8 976 170.0 600 81.8 976 1 170.0 800 73.3 078 170.0 680 _jj 111
50.825 in 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 684 131.9 927 186.5 708 117.2 927 INA 699 105.5 927 168.3 890 87.9 927 1 156.3 695 75.4 927 156.3 695 65.0 921 166.3 695 0 T
0
64 N 170.0 797 170.0 012 154.5 869 170.0 891 132.5 869 153.9 691 115.9 869 141.8 689 103.0 669 134.0 660 92.7 669 129.8 654 77.3 889 128.8 652 66.2 869 128.01 652 67.9 069 128.8 652 W p 0
CO 60 in 143.2 746 163.8 634 119.4 746 132.3 620 102.3 748 117.8 603 89.5 746 107.8 699 79.0 116 IDt.O 692 71.e 746 96.6 587 59.7 740 93.3 583 51.2 748 93.3 581 44.8 740 93.3 683 c) N
ry
63 In 123.7 877 132.0 570 103.1 811 113.2 666 08.4 677 100.4 655 77.3 077 91.4 510 68.7 077 85.2 539 61.9 677 81.0 534 51.6 017 71.0 529 44.2 677 76.7 529 38.7 677 78.7 529 ~ J
C 601n 107.8 617 114.1 530 89.7 617 97.6 S19 76.9 617 88.3 609 67.3 617 78.3 500 596 017 72.6 494 61.8 LU
817 88.7 489 M.e 017 Bl.d 481 36.4 617 83.7 402 [22.0
817 63.7 del IL
121n 82.9 618 67.1 450 69.1 510 74.2 MO 59.2 618 85.2 432 51.8 618 59.9 425 46.1 618 64.2 410 41.4 616 60.7 414 34.6 518 46.6 408 29.9 518 45.0 405 516 45.0 405 Z g
761n 70.6 465 73.7 400 68.7 465 62.6 308 50.3 465 64.9 390 44.1 465 49.4 361 39.2 465 45.3 376 35.2 465 42.2 374 29.4 465 383 367 25.2 465 36.5 384 465 36.2 363
781n 65.2 441 88.0 387 6/.3 411 67.7 370 46.8 411 50.6 312 40.6 441 45.4 360 36.2 MI 41.8 380 32.6 441 38.7 358 27.2 441 34.0 340 23.3 441 33.1 340 411 32.7 345 J Z
901n 42.4 332 43.8 295 35.4 332 37.0 269 30.3 332 32.3 284 285 332 20.8 280 23.6 332 26.1 216 21.2 332 24.1 272 17.7 332 21.3 260 16.2 332 19.8 262 332 16.7 260 ¢ O r
F- Q o3 0
03 in 35.0 2D1 36.0 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 !23.6 248 19.4 201 21.3 244 17.5 291 19.6 211 14.8 291 17.1 238 12.5 291 15.6 232 ZQtailln 24.8 230 25.1 208 20.6 230 21.1 205 17.5 230 183 201 15.4 23D 199 ~ X oZ 20 20 do22.8 218 23.1 197 16.9 218 19A 191 18.2 210 18.619114.1 188 �(N ugj a
120 h 17.9 187 18.2 170 14.9 tel 15.6 107 W I M o Y Y
d';x t!) 0
U;ry Q 3
Da z
U) O
to
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s0
€(Y°'af
Anchor Capacity Table(@6 a�
S.W.I.: 2.71,Concrelo *'b,
k Cow. How.CMU FHcd CMU FT Wood Metel (DP,,,)X( )=ANCHOR CAP.,,,
8'El114•SSEIw 5116'Elca 1/4'SSElco 610Slcei 91251ee1 gliStedAnchorCllp Patterns Awhorrype: 3116'EIw USmcw 114•Eko 3/18'Elw Ullmcw 1/4'Etco Ulimcon 7 7 USETHIS FORMULA TO OBTAIN THE'ANCHOR
llmew np9mGelaf Ui9ocen AppreOator Screw(05)Semw(GS 9clew(GSEdgo Dbt.nce 9n): 1• 2.12' 1• .118' 1• 2.112' 1' 2-I2' 2' 3.116• 2' 0.48• 0.51• 0.324- CAPACITY REQUIREmbedment On): 1-314• 1a/4' 1-141 2' 1.114' 1-114' 1-114• 1-1/4' 1-1/4' 1-114- 2' 1a/8' 1a/0• wde3 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Awhas Q4.75'Min.O.C.r Standard M O66al Clip(Fig.1): 3901ba 3DO IOs 450 The 14 Iba 270lbs 280 Iba 3541M 14016, 374 lbs 604 lbs 940 ft 34116, 442 IM 56016s OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors QJ11.15'h11n.O.C./Standard(or OOset)tllp(Fg.2): 480 lbs TOD IM NIA N/A WA 380 lbs WA NIA WA WA WA 682 tbs 885lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Awwrs@3'MIo.O.C./t2)2a5 Angle Clips/(Fig.3k7801w 763104 6801M 89616, 540lb, 560@5 WA 760lbs 74810, 860 IM 189216' 8821bs 8851M 1120th, MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Awlam Q 0.54'Min.O.Q 1 U471p,In10.100'Alum.(Fg.4J_ HIA NIA WA NIA WA NIA MA NIA WA WA WA wA wn 050 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Awhorr F471p(Fig.S): 19516. 195 ms 225 lbs 12th, 135 to, 1400, 1771M 370 Rs 1071M 3321M 4731M ITO IM 2211M 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors®1.15'Min.O.CJ F4alp(Fig.Or. 240 m, 35016, wA NIA wn 190 ms wA Nrn wn IUp WA 3111M 44z 1M Sea Ibs ANCHOR CAPACITY TABLE. HODUCPREVISF.D
anelDR�1heHlodda
ewptw a71Q0 4-- .D1
FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' '01)
• • ly
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION dierni ads Product Control
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1111111!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 01y'(
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' \T..,••••�,1GENgF'••�F,)9��
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
• . • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - >3:• foo.58,105
BE USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •100' jb ;(me q f.j::
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BES'ATE b l
8083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I %��'••,!'_CORIDI`.•'•G\�
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 1.25'X 3.25'X.100' �SiS'/ Nn'•L�',�'
O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i7j O st
. 610 8 612 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNNNII11111' ,P.E.
FL P.E.6 58705
TABLE 10A ; ® �921 A
Mulllon Capacity Table Bbafle)
Opening Width(forvedlcaV-spnnrdng niullons)orOpening Helght(forhorfwria0y panrdrg mullans) ' 22�SS�xd SQ
Soh 601n 701. 801n 901. loo In 120 In 140 in 160 in J �14 p
Rmaqular TrapfT, a. Ranangolar TrapRriang. Rectangular Trap'rdang. Rectangular T,ap'rdan0• Reclorgular Traplydang. Ract4ngular Tiagriang. RactanWlar Trap'7d4ng. RaclanguLr Tnpr7Aang. R.M.214ar 1ap'Olang. q a
136%316 Loading Loading Loading loaJOB lcadNB Loading Loading Loafing Loading Loading Loading Lolding L.2"I Loading Loading Loading Loading Lae06g oy i
%.024 U
Alum.Tube .&• ... '3.-• .2 .5.. � •�-. '� 9•-- •E .S� .F .Fe... � .�.. 'uF 5 .�.. ,. '� •�,. 5 '.-. �.-. .F .i'� .�' .S .F .F .y •S..
Mulllon a a a 10 i sa >@ 1 ass �� Z0 a
u 3 v ia< ra u u u u' u"o ra v ri u u v v u v u v v ria ci v v u'a is u v iaa ua - m
co $v
ss :9a u �d O , w-a
/21a 170.0 620 WA 435 170.0 144 170.0 478 170.0 860 170.0 506 170.0 992 V0.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1deB 170.0 627 170.0 1135 170.0 621 170.0 1987 170.0 621 J W
46 In 170.0 708 170.0 624 170.0 BSO 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 690 169.7 1979 170.0 680 140.6 1979 170.0 680
50.626 in 170.0 717 170.0 663 170.0 696 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 727 170.0 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 152.6 1877 170.0 756 133.6 1877 170.0 766 m
A
511n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 itIS 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0' 856 166.4 1759 170.0 961 134.1 1759 170.0 061 117.3 1759 170.0 861 m CD F
501n 170.0 98S 110.0 701 170.0 1063 170.0 797 110.0 1240 170.0 018 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 V (O J
{, 63 in 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1310 170.0 1016 125.3 1370 164.0 1082 101.4 1370 155.9 1072 89.6 1310 155.3 1070 78.3 1370 165.3 1070 d
yr 661n 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 1248 110.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.6 1248 170.4 979 17.e 1278 129.0 975 60.1 1246 129.0 976 (n Zd
c Z
72 in 161.8 1049 170.0 8T8 139.9 1049 160.2 892 119.9 1019 132.1 876 104.9 1659 119.1 860 93.2 INS 109.7 846 83.9 1019 102.7 830 69.9 1049 94.3 825 69.9 1049 91.2 020 62.4 1049 91.1 820 � J 8 sw
0 76 in 142.7 941 149.1 On 118.9 911 126.6 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.6 767 69.5 941 77.6 741 51.0 941 74.0 737 44.6 941 73.3 736 J rcZ
701. 132.0 894 137.6 783 110.0 894 116.9 767 94.3MAS
753 826 894 91.9 740 73.3 694 84.1 130 66.0 894 70.7 721 65.0 894 70.7 707 47.1 894 67.0 701 41.3 891 66.1 698 Q
E r 4-
901. 85.9 671 00.7 596 71.6 671 74.9 68S 61.4 676 63.7 671 68.2 656 47.7 ON 62.9 558 43.0 671 48.8 551 35.8 671 43.1 639 30.7 611 39.7 531 26.9 671 37.9 626 Z � Q N p
961. 70.8 $90 72.0 521 69.0 590 61.4 618 60.6609 44.3 590 47.6 502 393 590 47.0 494 35.d 690 39.6 488 29.5 690 31.7 477 26.3 590 31.6 469 22.1 590 29.6 464 I-• x.• LO1081. 49.7 466 60.8 421 4fA 466 42.8 414 35.5408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 375 15.6 466 19.6 370 .4N , o111 in 45.6 111 46.1 400 35.2 441 J9.J 793 32.7 787 28.6 411 70.2 702 25.1 411 27.2 376 229 411 24.9372 19.1 441 21.6 367 is 4 441 193 356 14.3 441 17.8 351 WcM1201. 36.7 776 36.9 344 30.2 378 71.0 339 26.0 33d 22.7 778 27.7 329 20.1 JIB 21.3 325 18.1 378 19.5 321 16.1 379 16.7 371 w X (n1441. 21.0 262 21.2 242 17.5 262 11.0 239 15.0 236 (..) (V Q O 0
a e Z U) rn
TABLEIOB m0 s:0
ANCHOR CAPACITY ADJUSTMENT FORMULA: m €lY m(Y
Anchorcont:. tyTable([be) ANCHOR CAP.,,,,,,,,,,
Su051m10. 2.7k Concrete 85xCmc. I1maxC61U PokdC1.1U eel 01 IAdd (DF;,,)X( )=ANCHOR CAP.,,,
N16'E1ce 11d'SS Eko d16'Etco 14'S9 Elco d1051ed W1231ee1 e12 Steel MULLION CAP.,_,
--I
Pellema
Anchor Type ats•Elco Limon I/d•Ekounracon umacon atc Elco unarm v4'Ekouaracon AggreOtlor Ul9acm Aggro3ala Scae (G5)Scfm(05) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Clstance On) 1' 24/2' 1' 2412' 3418' 1• 2.1122 1• 2-112' 2' 3.110' 2' 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment n' 1314' 1314' 1374' 114' 2' 1.114' 1.114• 1-114' 1-14' 1.114' 1414' 2' 1.98• 13'8' vxks ACTUAL PRESSURE REQUIREMENT FOR THE
2 AncIpn Q 4.764 Min.O.C.I Slardad a Onset Clp(Fig.ly 3001DS 390106 450 IDS 800116 1644 IDS 2701bs 28)IDS 3M IDS 740100 3741DS 66496 946 rte 341 IDS 442 IDS E60 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ara:horS Q 1.15'IJIn O.C./Slmdard(a4%kel)Cep(Flg.21. 4BO lbS 7001DS IIIA IUA NIA 111A 360105 IUA IUA IIIA IUA IUA 6821bs 865105 1121100 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Ar%mn Q 3'Idm.0.0.1(2)2t6AMIeMps/(Fig.33 7W IDs 7W 1bs 6BD IDS 15M IDS 1806104 610105 507100 NIA 76OIbS 748106 880lbe 1692 IDS 682 IDS 885116 1120100 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Anct7xs Q 0.61'IAM.O.C.I UCOp,InIo,100'Atum.(Fg.4)'. IIIA IVA IIIA IUA IIIA IIIA IUA IIIA IUA IIIA IUA tUA IUA IUA 050100 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arcmr/FC9p(Flg.6): 105Ina 105 IDS 225 IDS 415 IDS 622 Me 1351D5 140116 177 IDS 3701bs 147104 332105 473 its WOODS 221716 280 IDS ADDITIONAL ANCHOR OPTIONS FROM THE URODUCTRIIYISED
2Anclsrs Ql.1S•IAln O.CJFC6 0. 2401DS 3557 ae IIIA IUA IIIA HIA IUA IUA 341 IDS 442705 L60I06 ANCHOR CAPACITY TABLE.
uIldldgOYlooddc With the Florida
ccelfmrcv No 01
FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' ate O�
-
. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION +410m1 Product Ct+ntrr,
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '
(11111.1 III
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\� NY LYNAI
FIGURE3: �` {�.•'�10ENSF '•.F�p
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250'
CLIP MUST / SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��- ••.�'[
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.6 I _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ' cr
FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL g, ;�•••. I 2.1 Is;
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0'•, STATE OF ;•-IQ
606375 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND •.F40RIDP.•'•
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL SS••"""• ��
O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624' i�",'9 ONAL 1
#10 8 812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.&W IMIL'K P.E.
FL P.E.#68705
TABLE 11Ah
Mullion Capacity Table Qbalttl)
Opening Wdth(torvedicalyapenringmt/llore)or Opening Helght(forhodzode spenliing millions) 0,x a
601n Gain 701n so In gain 108 in ' 1201n 140 in 160 in 2. a
�5 b O
116X3A4 Recla�gular Trep7rlen9. Redangul.r Traplrrien0. Rad ngtdu Tup4dang. NO..guler LepTdene• RW..Irular Traplydeng. Roalerg.I. TrapOdang. R.dengular Tlep+rd■ng. Ractengaler RapTrdang. Recta,gulor TmpIniang. �Sa
X.024 Lading loedln9 loading Landing Losdirg Loading Lost g Loading Loafing 1--ding Loading Lording loading L-r.g Loading Landing Loading Loading o2 g U
Alum.Tube ,S .€ . .. .€ .a .€ .'.. €- �� -s"_ -' .€� .€ .� .s .€� .€ .€,. ��' �.. •€ •€,. '�' �€� .€ .€; .€ .€.. .€ � .�� •n" -€� to
�
Mullion �"^� U� a• �� a k2 �� o a@ ag ee ag €� �g d a� s "s�. €. s o@ a� ag �� a e€ �'
u u ti u u u a u" 3 u' ti u e u' u u u"
�ni 1e �'1 i� �� �'� 8� moo: Es" erg s �� € 8� Eo2 �� Ea a 801 111
42 in 170.0 620 170.0 435 170.01 744 170.0 479 170.0 869 170.0 506 170.0 992 170.0 619 1170.0 1116 170.0 621 170.0 1240 1 170.0 621 770.0 1468 170.0 621 170.0 1736 170.0 62t 170.0 1983 170.0 521 J
W
48 in 170.0 709 170.0 624 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 110.0 1417 1 170.0 680 170.0 1700 170.0 600 170.0 1983 1 170.0 680 170.0 2267 170.0 680 _
60.625 N 170.0 747 1 170.0 663 170.0 895 170.0 631 170.0 1046 1 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1183 170.0 756 170.0 2092 170.0 756 170.0 2391 110.0 756 ` 0
64 in 170.0 797 170.0 612 170.0 SSG 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1591 170.0 BS6 170.0 1913 170.0 061 170.0 2231 170.0 861 160.2 2401 170.0 661 100 W C)o O
C"
60 in 110.0 B85 170.0 701 170.0 1063 170.0 797 170.0 1200 170.0 978 170.0 1417 170.0 914 170.0 1694 170.0 996 170.0 1771 170.0• 1033 170.0 2126 170.0 1063 1483 2163 170.0 1067 129.8 2163 170.0 1063 F=-' C) O �
631n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 910 170.0 1488 170.0 1015 INA 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 174.5 2060 170.0 1171 111.7 2060 170.0 1171 �'W �
m 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1767 170.0 1155 170.0 EL
7410 110.0, 1210 143.0 1966 IT0.0 1276 122.6 1966 110.0 1296 101.2 196fi 170.0 1286 z,fn z m
m
721n 170.0 1063 170.0 078 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1774 II0.0 1]16 1]8.7 1731 169.8 1396 175.fi 1731 165.9 1761 99.1 1734 160.{ 1352 B6.T 1734 1502 1352
0 70in 170.0 1122 170.0 937 170.0 134G 170.0 1080 168.6 IS56 170.0 1209 147.4 1656 155.2 1285 131.1 1556 151.6 1266 117.9 1656 141.3, 1251 98.3 1556 128.3 1229 84.2 1S5G 122.3 1219 77.7 1656 121.2 1216 I 7 rcZ
J o
781n 170.0 1151 170.0 967 170.0 1301 110.0 1116 1559 1417 169.7 1246 136.4 1777 152.0 1224 121.2 1177 139.1 1206 109.1 1471 129.5 1191 90.9 1177 116.9 1169 77.9 1477 110.8 1168 60.2 1{77 1093 1151
g
901. 1420 1110 146.6 986 178.4 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.6 922 11.0 1110 80.7 910 691 1170 71.3 991 50.7 7110 65.6 BTB 4{A 1110 62.7 810 Z
96 in 111.0 975 120.3 872 97.5 976 101.5 056 87.6 976 88.3 842 13.2 976 78.6 029 65.0 976 71.2 817 58.6 976
GSA 001 dB.B 976 GTA 189 41.0 976 527 iib 76.6 976 19.3 1fi7 Z
IQ-• X 00 O
_ oO ps
1081n 82.2 771 84.0 696 60.6 771 70.7 685 68.7 771 61.3 674 61A 771 S4.3 664 45.7 771 49.0 665 41.1 771 44.9: 641 34.] 711 38.9 632 28.4 771 35.0 621 25.7 111 32.4 612 cn I
1111n 75.7 770 iT.3 6fi1 67.1 770 65.0 660 64.1 770 6G.J 640 473 730 49.9 631 12.1 770 45.0 622 31.9 730 41.1 all 31.5 730 35.6 600 21.0 730 ]1.9 589 27.7 730 29.6 581 W?M
120 in 69.9 624 61.0 559 49.9 624 51.2 560 42.8 624 44.3 552 31.5 624 39.2 644 33.3 624 35.3 637 30.0 624 32.2 571 25.0 627 21.7 619 21.4 624 24.6 609 18.7 621 22.6 501 X N U)
F
144 In 34.7 d]3 35.7 400 28.9 433 29.4 396 24.8 437 26A 390 21.7 433 22.4 385 18.3 !]3 20.0 381 17.3 477 18.2 376 C) N Q
Q..� Z
ds i0�0
TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AncharCapaelty Table pbs) ANCHOR CAP.,,au.,,a -3
Substrate 2.7k Cmcrae Sax Cant. Rdled C61U Finaacl.tu P71voW 61ad (DP..)X( )=ANCHOR CAP.,,,
5'15 Elco i/d'SS EI16 015 Ek0 V4'SS Elco silo Sledh#12SIMI 012 SIMI MULLION CAP.,,,,u„'- ,
AnellorClip Patlem■ Ancna type 3'tG'E1to lmrxm 1I4'Eko UArdcon at5 Elco Unracm V4'EkoUlimcon gy 1 ) ( USE THIS FORMULA TO OBTAIN THE'ANCHOR
Un2con Ag9•cGaa Unacm A ¢Geta' Scmw G5scrav OS)Edge aslarce pn t' 2-v2' 1• 2.1/2• 1118' 1' 2-9r t' 2.171 z 3-ire' Y 0.48• 0.32!• CAPACITY REQUIRED'CORRESPONDING TO AN
Emlxanml n 1-314' taro' 1-314• 16'4' 2• 1-94• 1-tr4• 1.114' 1-94• 1-1/4• 144 z 1-aa' rales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.75 L8rt O.C.r Slardad a 015el Glp(Rg.ly 390 lbs 390100 45D Ib9 ag01b; 164415. 2701to 280100 354 IbS 7401b. 374 log 6si Me 946 n. 341 fogc601M OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arcbas g 7.15•Lu.o.o.I sta Adan!(a C(lret)alp trip.2y 49715. leo me u1A urn wA 141A 3rd ms 111A IUA IUA IUA IUA 682159 n20 Its CAPACITY(FROM THE TABLE)OF THE SELECTED
{Arcron Q3•IAN.O.C./(1)215 ArgleC0ps/(Fig.3y 7001os 780 Re 6801bs 1560105 IWGIUS 640159 560 Ila IIIA 76DIDS 7481os 680109 1802155 61219 1123 ad MULLION.IT WILL YIELD AMINIMUM ANCHOR
4Arcrors®0.64•Mm.O.C.f U Clip,Inlo.100•Adam.n 4y RIA IUA tun IUA h1lA IIIA IUA H+A IUA inn IUA ILIA NIA 1267 IbS CAPACITY WHICH MAY BE USED TO QUALIFY
1Arcrorl F4:Op(Flg.Sy 19515. f951bs 225lbs 4451Ds 62110. 135105 140Its 17710. 37011a 157 lbs 332IUS 47310. 17oms280150 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Antron®1.15 Lllrt O.C/F�gp 910 24010. 35015. RIA tun IIIA ILIA 1DJ I� urn tun NM IUA IUA 341 me 44z Ars 660118 ANCHOR CAPACITY TABLE. PRODUCTRBVISBD
w complying with the Florida
BuIlding OOda _ �y-
1.250' AMCpt®c0 No
SxV �a5 �FIGURE 1: FIGURE2: TABLENOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml
o"l
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\t'%111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •"""••
���'���•'ttGENSg''•(F'P i
FIGURE 3•
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' iC
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _
CLIP MUST '1' No.587
1,251Y
_
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �- - _
IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :'U is 4l
FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU) U
U)SHALL CONFORM TO ASTM C-90.WOOD SHALL � S•ATE 0 W
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0HALL BE
.55.ALUMINUM S 624• '• •c� FCoitlO�•'•• \`;
• 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO B
) E A MINIMUM GRADE 33 AND _t FS
O ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BL STEELTO BE ATLEAST.125- IEYOND THE MATERIAL. ,CKANDA36,ALL 1j7',,,/0W-
ANCHORS �i 1"
#10 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E.
MULLION FL P.E.#58705
TABLE12A
Mullion Capacity Table Ib9#ts
Opening Width(for varticaly-sperWng millions)or Opening Height(for horizontally-sparlrlrtg mdllons)
ti!
50 601n 701n W in 001n 100In 1201n 1401n 1601. x�
Ratanguler TreplMang. Rectan8daf TreNTnang. Reclengular TreplTd.g. R.'Wodar TmP'Tdang, Reclangsler TnepIrdang. Raclangdar T priAng. Rcclongulnr Tmp71d0ng. RaclanBular Tr.19TO.ng. Reolangutar R pMeng. � pg
2 X 4 X.26 Loafing Loafing Lmdng Loafing Loadlsg Loadng Lmdng Loafing Loa&ng lowing Lmdng Lowing Loading Loafing Loafing Lmdng Loafing Loafing
Alum.Tubo P
Mullion
a. � :: .5@' �• 8� b� � m
421n 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 866 170.0 606 170.0 992 170.0 610 170.0 1118 170.0 621 170.0 1240 '170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1883 170.0 621 1' r
481n 170.0 700 170.0 524 170,0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1863 170.0 680 170.0 2287 170.0 680 J =
50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 110.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 170.0 1193 170.0 766 170.0 2092 170.0 758 170.0 2391 170.0 756 d'is
is (n
641n 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 W1 170.0 2231 170.0 681 170.0 2650 110.0 881 L1.1 0
60 N 170.0 885 170.0 701 170.0 1093 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 968 170.0 1771 .170.0 1033 170,0 2125 170.0 1067 170.0 2470 170.0 1083 160.6 2000 170.0 1087 j � (J)
J
831n 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 1408 170.0 1015 170.0 1673 170.0 1076 170.0 1659 !170.0 1122 170.0 2231 170.0 1169 168.7 2557 170.0 1171 145.9 2553 170.0 1171
681n 170,0 874 170.0]877
170.0 1169 170.0 903 170.0 1764 170,0 1002 170.0 1658 170.0 1658 170.0 1751 170.0 1155 170.0 1818 170.0 1210 170.0 2338 170.0 1275 151.8 2437 170.0 1286 132.0 2477 170.0 1280 �-
721. 170.0 1063 170.0 INA 1276 170.0 1009 170.0 1458 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1367 145.6 2184 170.0 1488 INA 2184 170.0 1520 109.2 2184 170.0 1630 � �4 � �{
J 70h 170.0 1122 170.0 170.0 1346 170.0 1080 170.0 We 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 140.6 1060 170.0 1605 123,0 1960 181.6 1648 108.1 1980 164.0 1635 92.9 1960 162.7 15]1
J D- c� rcZ
:E 781n 170.0 1151 170.0170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1369 152.7 1861 170.0 1474 137.4 1881 163.1 1600 114.5 1861 147.3 1473 98.2 1661 139.6 1459 85.9 1861 137.6 1454 Q J
901n 170.0 1328 170.0 149.1 1399 156.0 1219 127.0 1396 136.0 1195 111.0 1398 121.3 1179 89.4 1398 110.2 1162 89.5 1398 101.8 1147 74.6 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 loge -moi -j Q N O
06 In 147.4 1229 151.5 122.8 1229 zz
127.8 1079 105.3 1228 111.2 1061 92 1229 98.9 1044 81,9 1229 89.6 1029 73.7 1229 02.{ 1018 81.4 1229 72.2 993 62.7 1229 65.9 977 56.1 1228 62.1 967 zOD
In 103.5 971 105.886.3 971 89.0 662 74.0 971 77.2 819 64.7 971 fi8,4 031 67.6 671 61.8 826 fi1.8 971 66.6 816 43.1 971 49.0 76637.0 W1 46.0 782 32.4 971 40.8 711 N y o01111n 05.{ 019 81.3 79.5 918 01.9 018 88,1 919 70.0 606 59. 916 62.8 764 63.0 919 50.7 784 41.7 919 61.8 77! 39.7 819 41.8 760 31.1 819 40.2 742 20.6 610 R
I�3J
X Y Y
1201n 76.5 700 76.8 716 629 786 64.5 705 63.9 786 55.0 695 47.2 786 49.4 666 41.9 786 44.4 677 37.7 786 40.6 688 11.5 786 34.9 653 27.0 786 31.0 641 23.6 768 x (n1M In 437 618 44.2 604 36.4 546 37.0 408 31.2 548 318 491 27.3 Me 282 40.5 24.3 546 25.3 470 21.8 618 '22.8 474 18.2 646 18.6 484 15.6 616 17.2 455 13.7 648 V N Q O 0
TABLE 128 rc z O s.0
ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.� m� 0
AnchorCapaclty Table lbs ANCHOR CAP.,,,,,,,,`
SUMi21a. 276Comlele 3.5%Cam. Hum CMU FilledCl4U PTW00d Mad (DP,,,)X( J=ANCHOR CAP.,,, A ��rc�
N16'"co 1/e'SS Eko 51C Eko 114'SS FJco N10 Slctl N12Slee1 1112 Slml MULLION CAP.,,,,,,
AnchorCllp Patlams Mcna W. 3'16•Elco unrxm t/4'EkoUnmcan umaron 3'16'ElcOullm:m ve•EkoUlUacon Aggle0otor u0mcm AmneOela screw(C6)scrnr(cs) straw(G5) USE THIS FORM ULA TO OBTAIN THE•ANCHOR
Edge aslancu gn) i• 2-vr 1• 2-VT 3118' 1• 2-112' 1• 2-u2• 2• Sue• 21 0.43• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embednmldn) 1 ' 134• 13)4• 13'4• 2• 1.114• 1-114' 1-1/4• 1-114' 1-114• 1-1144 2• 1-T8• 136• verses ACTUALPRESSURE REQUIREMENT FOR THE
374
2 Anchors®475•1.11n O.C.I Stadad orOthel Clip(Fig.182) 39010! 390105 4'A Ibs 0O IM 16(1 ibS 270ibs 200 Ito 354los 740IM 374105 664 1b. O161M 31110S 442 IDS 560 a6 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors@2.68-Mr.O.C./SImMrd a Ortel)Cilp(RD.3) 740 ms T40Im 630 Ins 1405 Ibs 1424 Ibs IIIA 500 ore IIIA 0951M WA BW Its IUA m21Ds 8851M 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED
6 AKhas @ 1.71•Min O.C./Slandam(a IXSe6 Cup(Tip.4): BBS IDs 0501 7581b9 19461DS IUA IIIA 705 Ibs IIIA 799116 IIIA IUA IIIA 1022106 1327 Ibs 16W Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AMMrs @ TIM.O.C./(q 2x5 Angle Cups/(R9 4 780 IDs 7ents 680 Ibs IND lbs 1996 ms 510IDs 560IM rIIA 7601M 746Ib9 8W les 18921M 68 966 ks neo as CAPACITY WHICH MAY BE USED TO QUALIFY
6Arc.Imrs @ S•Llh O.C.I(I)215Andle Gips/Mg.% 11701M 1170 Its 1020 lb, 2140105 289 Ibs 81 Ds 840 IDS IUA 1140106 11221Ds 1320 W 28381M 10221Ds 1327 ms 16W IDs ADDITIONAL ANCHOR OPTIONS FROM THE
3Amlors@1.34•I41a.O.C.)UCRp,Im0.125t Alum.n 7) IIIA IUA NIA IIIA IIIA NIA IUA NIA IUA IIM IUA IUA NIA IUA 10731 ANCHOR CAPACITY TABLE.
6ArcW1s@0.61.Lila.O.C.IUCap,mlo.125•Num.ft.By II/A IUA IUA IUA IIIA IIIA IUA IIIA IUA IIIA IUA IUA NIA IUA 21 Im 13 con ICPRBy)SBD
es ronydying trhh ItIo,PlOtixta
2 Anctom Q 266.Min,O.C1 FVp iFI 0) 370105 3701M 3%Ibs 743109 712105 IIIA 2W Am IIIA 3!8106 t1lA 4401M IIIA 3111bs 4421M SWIM Bundles Codi
3Amtas@1.71.1.11n.O.C./FCap(Dy10) 443IM I 5251M 1 370 Ibs 9731M I IIIA I IIIA I 3MItd I IIIA I3001M I IIIA I IUA I sm me 8401M Acmptmo.No 5.0
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on Det-. ZO
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
3y-
FIGURE 1:
y--FIGUREI: FIGURE 2: FIGURE3: FIGURE4: 2.000' Iffarn.1 adcl?mdus(Colltral
TABLE NOTES: 11111 I I'I I I I//
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� OCAVANN,,.......,7//�
• GENERAL INSTALLATION METHODS. ���.•'•�(GENSF '•.F�
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • _ 4.000• _ ',: N0.58705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •250• '
• e • LTHE FIELD Fits OCATIONS.OLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE 7 SIAXE 0,
d'
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•.,FC0""R10��••' (jam
•• • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i�tS • �,�
. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X A'X.25'MULLION II S�OnIAL .`
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
A.LYNN MLLER,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. I
FL P.E.#58705
TABLE 13A R
Mullion Capacity Table Ib9/Ra W 7Q7��
Opening Width(for\erticafy-spanning mullions)or Opening Height(for lnrizontaly-sparrirg mullions)
601n 601n 701n 801n 0 I I 'in 1201. 1401. 1601n ou7k4' ¢
RelenOuler Trepini-re. Reetongder Tiepfrdang. R.Ienwler Tmpt1dong, Roctengder Trepfidong. Rectangular 7repfrdeng. Reclengdor Tiep'Tdang. Reelongular hafJTdeng. Rec4ong,der Trep/riih.0. Reclen9ular TteplTdeng. L„ p O
2x 6x.25 Loafing Loafing Loadn9 Loadn9 Loedng Loadna Loafing Loafing l.oading Loafing Lmdng LeadnO Loadug Loafing Loafing Loafing LoednO Loadn9 c�`o
ALum.Tubo s, a a p p p r: n 2' p p a a p x r 2> z: �• z^
Mullion 13 1 1 1 3 a a a� g a g, A LYg s 3 5 .• g� g o .� s a, 1 9 a s
r7 3 a c9 3 3 cT 3 3 3 3 3 3 cR 3 3 3 c 3 3 3 c9 c7 c7 43 3 c� t9 3 c� t� 3 t3
s s s
421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 80 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170,0 1735 170.0 621 170,0 1983 170.0 621 W
J W
481. 170.0 708 170.0 624 170.0 850 170,0 681 170.0 992 170.0 810 170.0 1131 170.0 661 170.0 1275 170.0 671 170.0 1417 170.0 860 170.0 1700 170.0 880 170.0 1963 170.0 880 170.0 2287 170.0 860 � _
50.625 In 170.0 747 170.0 583 170.0 698 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 VD.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 2: a m W
o
541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 17DA 817 170.0 1594 '170.0 656 170.0 1901 170.0 861 170.0 2231 170.0 681 170.0 2550 170.0 861 W 0O �
m r
80 in 170.0 865 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 .170.0 1033 170.0 2125 170.0 100] 170.0 2479 170.0 1003 170.0 2833 170.0 1063 cmo
03In 170.0 930 170.0 745 170.0 Me 170.0 850 170.0 1302 170.0 840 170.0 1488 170.0 1015 170.0 1873 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 J
7
6 601. 170.0 974 170.0 789 170.0 1109 170.0 903 170.0 13M 170.0 1002 170.0 1558 170.0 1080 170.0 1751 170.0 1155 170.0 1946 170.0 1210 170.0 7338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1288 Z;
m721. 170.0 1083 170.0 678 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170.0 1700 170,0 1226 170.0 1813 170.0 1315 170.0 2125 170.0 1367 170.0 2650 170.0 1488 170.0 2870 170.0 1529 170.0 3100 170.0 1530 W .�
J 781. 170.0 1122 170.0 637 170.0 1348 770.0 1080 110.0 1570 170.0 1200 170.0 179{ 170.0 1122 170.0 2019 170.0 1421 170.0 2213 170.0 1505 110.0 2002 170,0 1829 170,0 5140 170.0 1894 170.0 3589 170.0 1705 J 0.0 6 �Z
78 In 170.0 1151 170.0 987 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2781 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 Q e`r..
~ Q 1-4
o
901. 170,0 1328 170.0 1144 170.0 1694 170,0 1328 170.0 1858 170.0 1488 170.0 2125 170.0 1651 170.0 2391 170.0 1791 170.0 2858 170.0 1818 170.0 31811 170.0 2125 150.0 3413 170.0 2211 138.5 3413 170.0 2301 Zc.,
981. 170.0 1417 170.0 1232 170,0 1700 170.0 1134 170.0 7887 170.0 1822 170.0 2287 170,0 1794 170.0 2550 170.0 1952 170.0 28]7 170.0 2095 160,0 SIBS 170.0 2330 117.1 3199 168.8 2470 120.0 3199 156.1 2428
1081n 170.0 1584 170.0 1409 170.0 1013 170.0 1647 170.0 2231 170,0 1870 170,0 2550 170,0 2078 184.8 2761 170.0 2271 148.3 2781 181.9 2337 123.8 2781 140.4 2281 105.8 2781 125.8 2234 02.7 2781 116.0 2180 N 64 o" B
III In 170.0 1618 1708 1454 170.0 1988 170.0 1700 170,0 2203 170.0 1932 170.0 2821 170.0 2149 151.6 2032 162.3 2245 138.0 2632 E. 2216 113.11 2032 126.4 2168 97.0 2812 115.1 2128 65.4 2832 108.3 2096 lr•� Y
120 in 170.0 1771 170.0 1568 170.0 2125 170.0 1658 154.1 2252 159.0 1991 135,7 2252 IMA 1984 120.1 2252 127.2 1938 106.1 2252 116.1 1016 90.1 2252 99.8 1512 772 2252 88.9 1638 87.8 2252 81.4 1808 (~'.3 Q 3 j
x >
1MIn 125.1 1564 128.8 1145 104.3 1504 106.1 142$ 698 1561 01.5 1407 78.2 1584 80.7 1380 69.5 ISM 72.3 7373 62.6 1584 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1584 MA 1283 Q N Z � O
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: m IL €�ma
Anchor C6 aelt Table Ibe ANCHORCAP. �, 6
Subetratw 2.7k Comrelo 3.5k Conn. Rollos Gk4U Fllied CklU FT wood Metal (DP,)X( >=ANCHOR CAP.,,,
5118'Eko 114.68 Eko 5116"Men 114'S9 Eko Mated 912 Steal 912 Sled MULLION CAP.,A,,,,�
Anchor Clip Patterns
And.�'�' 3I00'Eko UlBecon t/4•Eloo Uleecm Ulkacon 3'IB•Elca Uleecon 1l4•Eko UlBecan Agg.Get. Unrecon AggreGalor Svm(G5)Sum(G5) Sum(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 0laknce 0n): 1' Mir 1• 2-12' 3.118• 1• 244 to 2.12' T 3.116, 21 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 6nr IT4 1.314' lap• 1-314' T 1-114• 1-474• tnf4' W141 1.114• 1-1/4• 2• 13/6• Cafe' lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm @ 4.75'M In.O.C.16lendud w Offset Clip(Fig.182): 390 IM 390105 460105 890lbs 1844lbs 2701bs 2801b5 354 The 740 lbe 374105 664 lbs 948 fee 341[be 442105 560lbe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 4.68•Min.O.C./SlaWwd(aO0aa1)Up(Fly.3r 780 lbs 760 Me BOO lbs 476016. 3232 roe 540 1b, 56010. 7081b. 1460 Ibe 740lbe 1272 1b, 18921bs 6621bs 685 1b, 1120 Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anchors@1.71'h1in.O.C.I Sla.dard(OrOOset)Up(Fig.4r 11601bs 14DO Ib. 1010[be 2505 The WA WA 940 Me WA 1D651ba WA WA WA 138316. 1770lba 2240!be MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A ON.@3'Min.O.C.1(2)215 Angle C9ps/(Fig.5): 78010 760 Me 680 Pas 1580lbs 189e1bs 5401W 560 Me WA 7001Ds 748Ib. 6601bs 1692lbs 662Ib3 885lbs 11201be CAPACITY WHICH MAY BE USED TO QUALIFY
8 thwa4J3'MIn.0.C.1(2)2x5Anglepips/(Fig.O): 15601bs 1560 The 13601bs 31201bs 37021ba 10601b5 112011,5 WA 1520 ft 1496 lb, 1760 Ibe 3784 lbs 1383105 v7olDs 22401b. ADDITIONALANCHOR OPTIONS FROM THE
12 Anchore 01.5•hilm 0.0,1(2)2x5 Anglo pips/(Fig.7): 1Cd0It, 2100lbs 1440105 3780lbs WA WA 1320 1b, WA I5001be WA WA WA 20/5105 28511bs 3300105 ANCHOR CAPACITY TABLE. RODUCI'RBVIS®
4 Anehas 0 1.34'Mtn.0.0.11.10p,Inlo.125'Alum.(FID.6): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1410 ks wroplYingvrhh thoFlodda
6 Anchors®0.64•kiln.O.C.I U 01p,Inlo.125'Alum.(Fig.B): WA WA WA WA WA WA WA WA WA NIA WA WA WA WA 2861 Ns F--2.000'-^i u0dlag m o mil ilO�ry
2Mchare 494.BB'MIn.O.CI F•pip(Fig.for.] 390 1b. 3170105 450105 8901Da 1618105 270Iba 2601Da 1541ba 740105 374lbs OM Me 9461b. 1{1105 4421M 56016. 4ocepimtw NO
4 Anchore 441.71'MIn.O.CI F-pip(Fq.11): 500105 700IDS 605 @s 129810. WA WA 4I0 IDs WA 513 @s WA .WA WA .2Ibs 8651Ds 1120105 etlonBafO ��
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: ``.Ifap-m'lade Praduu C.nirot
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • ``\��.•\\L.115E '.F� �:
• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • •. • 6.000• C: •.-it �-
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS = No,58705 _
• • • • • ' • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = '
T -
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - Ct IS Ul
•
CLIP ANGLE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED P ATE L F \�J`
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �;�x" •,,PtORIDI':•''�C9
EEDEUEPAIRS.
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125'MUSTBETHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO /// ON A-•to"SEDN 2'X 6'X.25 A.LYNN�I��IER,P.E.
BE AT LEAST.126'THICK AND 838.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
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
i
TABLE 14A an
Mullion Cn ac Tablo Ibstfe) h3
Opening Width((arverticelry-spannlrgmulions)orOpen Ing Holght(for Mdz'nle*sperringmUilon9) 8�x� a
Win 601n TO In BO In 00 in 700 in 1201n 1401. 1601n x m• u
O
Reolargular R.Pfrfarg. Rectangular TrapfTrlang, Reolatpulm TrapRdarg. Reclonaraar Trap/r4ang. Rectangular Trap'TIana. ReclarGulor Trar7Taarg. Raclargular Trep7Tdarg. Rectangular 114S
angular TmpTreng. k 4Q
1.28"%2.11" Loading Loading Loading Leading Loedgg Loading Loadug Leading Loadgg Loaaing Loading Loading Loading Loadln0 Loading odlr Loading o2 g U
x.126"Alu
Tube Mull _�42N 194.2 526 187.0 @B 120.2 628 14&9 419 103.0 518 138.9 414 90.1 625 139.8 411 x0.1 528 134.1 411 721 528 1134,1 411 80.1 520 134.1 411 51.5 626 626 134,1 411 J48 N 96.6 407 108.0 333 80.6 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 4&3 403 7&6 314 40.3 403 78.8 314 34.5 403 403 78.6 314 J W
7 =
50.625In 823 362 91.0 301 68.8 362 79.3 291 50.8 362 71.9 289 51.6 382 07.2 268 4&7 352 64.6 284 41.2 38.4 '83.6 283 34.3 362 63.6 283 29.4 362 63.6 293 26.7 362 63.5 283 a
)o O
641n 67.8 318 74.1 207 68.6 318 04.2 261 48.5 318 61,7 266 424 318 53.5 253 37.7 318 50.0 260 33,9 316 49.6 249 28.3 318 49.1 248 24.2 316 49.1 248 21.2 316 49.1 240 00 CD I"
C601n 49.5 258 53.1 210 41.2 268 45.7 214 35.3 266 40.7 210 30.9 250 37.2 207 27.6 258 34.9 204 24.7 258 :33.4 203 20.6 266 32,2 201 17.7 258 322 201 16.6 258 32.2 201 I=- c0 J
'r G11. 427 234 45.6 200 35.8 234 39.1 105 30.5 234 34.7 192 2&7 234 31.6 189 23.7 234 29.4 168 21.4 234 2&0 184 17.8 234 18.8 187 15.3 ?34 28.5 183 13.4 234 18.5 187 a 0
S 681. 37.2 213 39.4 183 31.0 213 33.7 110 26.6 213 29.8 176 23.2 213 27.0 173 20.6 213 23.1 170 7&e 213 237 169 15.5 213 72.2 IST 13.3 213 220 160 11.8 213 22.0 168 z U)z6
721n 28.6 179 30.1 165 23.9 179 25.8 152 20.4 179 22.5 149 17.9 179 20.3 147 15.8 179 ,pW
781. 24.3 181 26.4 140 20.3 181 21.8 137 17.4 181 18.0 135 1&2 18f 17.0 133 ¢ o ��
781. 225 162 73.6 137 1&8 152 19.9 131 16.1 162 17.6 128 r
TABLE 148 z 7 Q N o
ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z
Anchor Capacity Table(Iba ANCHOR CAP.,,,;,,,,,,, F X a;00 y
SLbstmlc 2.7k cartreta &Rc ccrc. Rortow cLlU Flnm c8lu PT Wood laud (DP„)X( )=ANCHOR CAP.,,, B
MULLION CAR,.,,,,,, v7
6/16'Eko 1114-SS Ekd W16'EKo va•ss Eko a10SlMI 812Steel 012 SIMI W N
Anchor Clip Pattema Arc%nr Type' 3'16'EKO Ullmcan 1141 Elco Ullman 3116'Eko UOmcon 1/d'EkOUllmcar
Unlam AggeGaltr Ullman A;AEI"C Screw(GS)Saew(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE•ANC R of Y Y
Edge Olstarcapny _ I. 2.12' 1' 2-trr a-ue' t• 2.1fa• t• 2-12' 2' 3.40' r 0.49' 0.51' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN (0
Emiseant[n1(InT ta'4• 1x14• 13+4• 13x4• r 1•va• 1•vd• hva• 1-v4• 1-114- 1-11Cr 1-318• 1y8• tales ACTUAL PRESSURE REQUIREMENT FOR THE U N Q
4Arctnrs®3.5un.0.Q/ 2n5Ar9%Cv /(FIg.1) 7601M 70316a 680176 t5m ms 1m61a6 Sm ms 6601Ds wn 7601m 14301ba OPENING,WHEN IT IS LOWER THAN THE MULLION Q z
CAPACITY(FROM THE TABLE)OF THE SELECTED (L m OO
MULLION.IT WILL YIELD A MINIMUM ANCHOR a �'�
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
I
TABLE NOTES: r
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUUr1, I 7 wet'1 REVISED
the Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. pry
Bellaing Q3dC
okptanco No � .O
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Gyp tUatc -r '
FIGURE 1:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. By-•a
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• .Vriami mle Pcaducl Control
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I tt L11 I t I:I I 1 j1j
ANGLE CLIP MUST BE USED IN PAIRS. 125'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED IL ....
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r 1`P••,• �LCENSF'•.�(:,p
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12E I _
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION No.58705
EA '3y
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ _
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ATEOFIs
=��•� S l �
i C� ''.,ZORIDP, \� `
SS��NAL G�G
It
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE15A x
Mullion Capachy Table(lbeA')
Opening Width(for vartically-sparvirgmOloris)or Opening Height(for horizorllaly-sparlrirgmUliorls)
501n 601. 701n 60 In 901n 1001n 1201n 1401n 1601n
2
Rmtong.lar R.PRdeng. Recfen914" TraP'mong. Reolangular Tralvidarq. Reclengder Tmi'MonB,
Rectangular TraOV.D. Rectangdar TraplTrleng. Rectangular TraplTdong. Rectangular TraprTdang• Rectangular TrepfTdeng•
3.26"30 Load.g L..dng Loadng Lowing LOedng Ling Lowing Loadng Loading Loadrg Loadng Lowing Loadng Lowing Lowing Losdng Loodng Loading o2 z U
DEO.AL r r r r r r r r r p r r r r r r r r r r
BAY MULL a a �d ° $^ R A g g c�1
s E s s s s s s s
Z
0
42111 170.0 620 1 170.01 435 170.0 744 170.0 478 170.0 888 170.0 NO 170.0 982 170.0 519 170.8 1116 170.0 521 170.0 1240 110.0 621 170.0 1468 170.01 621 170.0 1735 170.0 521 149.1 1710 170.0 521 J LJl
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.6 1522 170.0 680 114.2 1522 170.0 660 m =
rn
50.6251. 170.0 747 170.0 503 170.0 898 170.0 Of 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 756 117.3 1443 170.0 768 1028 1443 170.0 766 W o p
64 in 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 003 160.4 1353 170.0 937 144.3 1353 170.0 859 120.3 1353 170.0 881 103.1 1353 170.0 861 802 1367 170.0 861 CO
601. 170.0 885 170.0 701 170.0 1003 170.0 791 187.0 1218 170.0 878 140.1 1218 170.0 044 129.9 1218 159.6 036 116.9 1218 152.1 024 07.4 1218 140.1 913 83.5 1218 146.1 913 73.1 1218 140.1 913 F'
,� 0 J
031. 170.0 930 170.0 745 170.0 Me 170.0 850 150.2 1150 168.0 933 131.4 1160 1630 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 671 76.1 1160 1281 870 65.7 1160 128.2 670 25 W
� .O.dfi b
66 In 170.0 974 170.0 788 152A 1016 165.6 881 130.6 1048 146.6 864 114.3 1046 133.1 050 101.6 1048 123.4 839 9t.4 1048 116.6 830 76.2 1048 109A 821 65.3 1048 1082 816 57.1 1048 108.2 618 z pJ
C72 In 110.8 880 147.9 764 117.4 800 128.0 749 100.8 880 110.8 744 88.0 800 100.0 722 78.2 880 82.0 712 70.4 680 08.2 70J 50.7 800 78.2 693 60.3 080 78.6 888 44.0 880 78.4 688 Y Z
J 761n 119.7 790 125.1 690 99.8 790 108.4 676 85.5 790 03.3 663 74.8 790 87.9 652 86.5 700 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 021 819 37.4 790 61.6 617 Q 6
7 - r
5 78 in 110.8 750 115.5 657 92.3 760 08.1 844 79.1 760 85.9 632 692 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 48.2 750 59.{ 694 39.0 750 56.2 568 34.6 750 65.5 586 Z Q Q N 10
901n 72.1 663 74.4 500 60.1 663 62.9 491 51.5 583 64.8 453 45.1 683 45.8 475 40.1 60 44.4 468 36.1 563 40.9 462 3D.0 5W 36.2 452 25.8 603 33.3 445 22.6 68.1 31.0 442 Q m Z
F .W" 1,o
9G In 59.4 495 61.1 443 40.6 495 61.6 435 42A 495 44.6 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 195 29.1 400 21.2 495 21.0 394 18.6 495 26.0 390 U) w �'-
1081n 41.7 391 42.6 353 44.6 39t 35.0 348 20.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.0 Sri 20.0 391 22.8 328 17.4 391 19.7 321 14.0 381 17.8 J16
SG Y
1111. 38.4 370 39.2 335 32.0 370 33.0 330 276 370 28.6 325 24.0 370 253 320 21A 370 22.6 318 10.2 370 20.8 312 18.0 370 18.1 305 p
1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 27J < M -
144 m 17.6 228 17.8 203 9 Z m O S.O
m�
TAB €xLE 158 ANCHOR CAPACITY � � m
AnehorCaaci Table(lbs) ANCHORCAP.�,,
S.W.1o: 2.7k G.=Ma 3.5k Cony Holm WU I'MM CMU PT Wood WWI (DP,)X( )=ANCHORCAP.,,,
5116 Eko 114'SS Elco 6116'Elco 1N'S9 Elco MIO Steel q12 Steel g12SIeeI MULLION CAP.,,,,,,,„
AncMrlypc 3116'Eko Ullrecm 114•Eka Mo.. 311G•Elco Ultrocon 114'Eko UNecm
Anchor Clip Pattem9 ul8aeon ADaro Wor Ull.... Agg.oalor Screv(05)Somv(G5) Screw(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed"OW-0 on): 1' 2-1/2' 1' 2-12' 3.110' 1' 2-1rz• r 2411• z• 3.116• 2- 9.4a• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment Vol: 1.314• 1.314• 1-314' 1.314' r 1-114• VIM, 1.114• 1,114• 1./R• 1.114' 2' 1.318• lava• tales ACTUAL PRESSURE REQUIREMENT FOR THE
2A.h.8Q5•Min O.C.1(2)2,5 Amt,pips I(Fig.n: 390w 390144 50 lbs 890 lbs 17001M 27olba 2801M 354100 74016, *4 lbs 72010, U40 IN 341 lbs 442144 6WM OPENING,WHEN IT IS LOWERTHAN THEMULUON
4 AroMm @ 3.5'Mia O.C.I(2)2,5 An91a CBp,/(Fig.2): 7801, 7801b. 790lbs IGO lb. 25251bs Me m, 660144 WA 11201b, 7491b, NO M 1692144 682 lbs 885 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
6 AndQ2.7P Min O.C.1(2)215 Angle Gips 1(Fig.3r 1120 lbs 11201M 956Ibs 2245 1b3 2254 lbs WA 84016, WA 1 1059 lbs WA 1320 in WA 102210, 1327 lbs 1680 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE IRODUL7 R1iVISBD
ANCHOR CAPACITY TABLE. u cOlrlplying%vhb 1ho Flo do
luildl0 Coli^�_
FIGURE 1: TABLE NOTES: ooeptma•0 No A-
BY BIC
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _
SEE SHEETS 2.4 FOR.GENERAL INSTALLATION METHODS.
4111.1 ado Pr ucf Conwt
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 I I I 1111 ,
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. 30' ���''•1�GEIJSF'/`�4cp
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
y;
4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3.250" Z No.50705 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" _-
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY ;1U ST I'l'S /Q
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION T r'��/
• THE MATERIAL.010&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ;C`s•'.F<ORID�,:•'���\`
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LYNNIMILR,P.E.
FL P.E.#68705
TABLE 16A 2
Mullion Capacity Table IbBt
Opening Width(forvOAicaly-sparring mullions)or Oponing Holght(torhorizort<aly-sparrirg m floes) o�x
501n 6o In 701. 601n 00In 1001n 1201n 1401n 160 In m• o
Rectangular Twdeng. Rectenefinular Tmprhieng. Reclangulu Tep7dam. Rectan0efar Trap'Tdang. RKtangular TraplTdmg. ReclangAer Tmprfdang• Reotongulw TreNTdang. Ra cue er MapRdang. Reclowlar TrePRdang. �oo
3.217°46 Loadna L-11:9 Loadn9 Loag loafing Lowing Lwdna Leming Loadna L.adng Lwdag Loading Loaft Loadna L. no Lwdng Loadng Lowing oy i V
DEG.AL D ,. o.. A A D •.. p 2: D •,. x D '.. ,.. .. tL
BAY MULL
qw a w
g o to
4213 170.0 620 170.0 435 170.0 744 170.0 476 170.0 808 170.0 we 170.0 892 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 17D.0 521 180.3 1871 170.0 521 J W
481n 170.0 708 170,0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 113] 170.0 601 170.0 1275 170.0 677 170.0 1417 X170.0 680 163.7 1837 170.0 680 110.3 18]7 170.0 060 12L8 18]7 170.0 860 S
50.825 In 170.0 741 170.0 563 170.0 696 170.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 •170.0 756 147.1 1552 170.0 750 128.1 1552 170.0 766 110.4 1552 170.0 756 C
541n 170.0 707 170.0 612 170.0 950 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 050 120.3 1455 170.0 681 110.6 1455 170.0 801 07.0 1455 170.0 801 m O F-
60 In
-8013 170.0 885 170.0 701 170.0 1007 170.0 797 170.0 1240 170.0 876 157.1 1309 170.0 044 130.7 1309 170.0 888 125.7 1309 163.6 BB4 104.8 1700 157.1 802 59.6 1308 157.1 882 78.6 1308 157.1 882
{_ J
J
63 in 170.0 030 170.0 745 170.0 1118 170.0 850 162.9 1247 170.0 040 142.5 1247 164.5 983 128.7 1247 162.8 965 [44
1247 144.3 952 95.0 124T 1362 938 61.4 1247 135.7 835 71,3 1247 136.7 935
W �
$ 801n 170.0 074 170.0 769 170.0 1169 170.0 903 148.4 1180 183.7 065 120.9 1190 147.0 045 115A 1190 130.5 028 1190 128.4 914 86.6 1100 119.5 888 74.2 119D 1181 893 01,9 1190 118.1 893 Z �g m
Fn
c 72 In 161.8 1010 168.8 877 134.7 1010 144.8 850 115.4 1010 127.2 842 101.0 1010 114.7 828 BB.B 1010 105.6 617 1010 88.9 BD7 87.3 1010 90.8 7A5 57.7 1010 67.8 780 50.5 1010 87.7 788 b
�� oZ
�!
J 761n 137.4 006 143.8 702 1145 908 122.0 775 08.1 906 107.1 761 85.9 906 98.2 749 76.3 908 B82 738 008 82.3 729 57.3 906 743 718 49.1 906 71.2 710 42.0 906 70.8 708 ¢ e �
C 7813 127.1 861 1325 754 105.8 981 112.5 738 90.6 861 98.6 725 79.4 881 88.5 713 70.6 Sal 51.0 703 881 75.4 694 53.0 881 08.1 681 45.4 861 64.5 675 39.7 861 83.7 872
901n 827 846 85.4 574 08.9 848 721 664 60.1 840 02.0 554 51.7 848 58.1 545 40.0 me 50.9 537 61(1 47.0 530 34.5 848 41.5 519 29.5 818 76.2 511 25.9 848 38.5 507 aW Z03901. 68.2 560 70.1 SOB 50.8 568 59.1 490 48.7 588 51A 491 42.6 588 45.8 403 37.9 588 41.4 478 SBO 38.1 470 28.4 586 33.1 450 24.3 505 30.5 452 21.3 580 26.7 447
1081n 47.9 440 48.0 405 30.9 449 41.2 380 34.2 449 35.7 393 20.0 449 31.7 387 28.6 449 *28.0362 23.0 449 20.1 377 20.0 449 22.7 368 17,1 449 20.4 361 15.0 449 15.9 3501113 4{.1 425 150 385 38.8 425 37.9 J7B 31.5 425 32.0 373 27.8 425 28.1 381 24.5 426 211 425 24.0 358 15.{ 425 20.7 750 16.8 425 18.8 3{3Lo
213 .0 .5331 20.1 784 2A.6 726 24.9 381 25.8 321 21.8 364 218 317 IB.4 384 17.5 384 18.7 309 Q r ¢ O
1441. 20.2 253 20.4 233 18.6 253 17.1 270 g$ z€ ��
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: - e
Anchor Capacity Table Ib5 ANCHOR CAP.,,,,,,,,,,
Substrata 2.7k Concrete 3.5k Con.. Mu-GAU FBfed CMU PT Wand Metal (DP_)X( )=ANCHOR CAP.,,,
6116'Eko 114'SS Eko 5'18•El.o 114'SS Eko 810 Steel 812 steel 012 Bled MULLION CAP.,,,
Anchor Clip Patleme Anchor Typo: 3110'Eko Ullman IN'Eko Ullrecm Slag'Eko UlVacan iH'Eko UlVacon
Ulvmw AagroGat. Lntmcon A99re0Mw scmv(G5)screw(GS) scrmv(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Wt...O.y 1• 2-12' 1' 24W 3-U8• t' 2-12' 1' 2-12' 2• 3-118' z• 0.48• 051• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(In): 1.3/4• 7-314' 1314• 1-314' J25251bs
r 1-114' 1.1/4' 1-114• 1.114• 1-114' 1-114' 2• 1Jle• 116• cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclnrs®5'ktim O.C./(2)2e5Argle Clips/(Fig.1Y 3"Ibs 3901bs 4501bs 89010. 001m 2701bs 2601bs 3541bs 74o lbs 5741b. 720 lb, 946160 mat tw 4az ms 5so m. OPENING,WHEN IT IS LOWERTHAN THE MULLION
4 Awhora®3.Y boa O.C./(2)2x5 Amis Clips I(Fig.2): 7801bs 780 abs 79015. 107013. 6401Ds SBO lbs wa 1120 abs l/b lbe BBO lbs 1892 Ibs 682 Ib. 8B51b. U201b. CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anchas(92.71'htln O.C./(2)35 Arab Clip,I n.31- 11201bs 11201bs 958Ibe 2246lba Y25{Iba WA B101bs WA f0591Ds wa 1320ICs wn 1012ICs 1327Ibs 1680 abs MULLION.IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE It U
�. ANCHOR CAPACITY TABLE. as mmplyingwi h th.Florida 0
FIGURE t: BOIIuiOy:.eINO at .4
TABLE NOTES: Avx9tralco
Umc.. CY1fa
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami Ede Product Control
FIGURE2: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDCOR OPENING WIDTHS IS ALLOWABLE. \\\11111/p//
LTIM
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. r ����,2,0��.••••••.rt�/((7��i�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45'--, ��•'' \t%ENSF :�'P
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '
*: u
Ne.58%05
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' -
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED
d d d a YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' •-b •• �q` CS C�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY %�(� STATE F CU
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND MULLION "t� '•.,FLpR10H.•'
THE MATERIAL.910 8 912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ' CcS, •.......
•rC,���
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LYIIt�MILLER,P.E.
FL P.E.9 58706
-1 s.000" �--• --� 1.00a- �••- rf.0oo-� I•"-1.z5o"--I �„
1.060^
W
.125" --.125"
n 40 K
.125' .125' 2.750' 2.750^ ,�-,126• 3.125" .125, 3.188' oY a
2.0 2.000" .125"
2.116' N
.125' -T 265" 3 03
ty
L •Z' �" .660* .500' T-.t26' O Fes-•
I .900' h
1'X2^X.125'MULLION 1"X2'X.375'MULLION 1^X 2.75'X.375'MULLION TX 2.76'X.050'MULLION, J LU
6063.76 ALUM. 6063-T6 ALUM. V X 3.125'X.5'MULLION 1.2�X 3.188'X,265'MULLION 1.28'X 2.1 PX.125'MULLION S
X-SECTION X-SECTION BQ63-T6 ALUM. 8063 TB ALUM. 6063•T6ALUM. 6063-TOALUM. 6063-T6 ALUM. a �
X-SECTION X-SECTION XSECTION XSECTION X-SECTION W00 'N O O
f"-•126" �, Z (D -�
125" J
y
I I TABLE A
Z
6063-TSTANDALUM.RD 2X6 ANGLE CLIP Z W z m
{{I 6063-TB ALUM. Dimension Value n For Mullion:
2.000" ! 6063-78 ALUM. ) GJ
1 XSECTION I 2.125"
U-CLIP 2.000' XSECTION O M ,
I 6083.76 ALUM. A 1.625 J fy v rcZ
.125" X-SECTION .125" B 2.654 V X2"X.125" Q
Aluminum Q ,O Z civ
't- C 0.895 Tube Mullion Z a`
$ 125'J D 0.740 k- Q
A 1,125 CO .Z---
5.500"
Zo5.500" B 2 404 V X 2'X.376' U1 O
CUTHERETO .375' Aluminum J X
.375' 3.125"----( CREATEFCLIP,SEE MIN. r- 5.000' --.1 C 0.635 Tube Mullion
MIN. -DETAn.F.SHEET4 I .375"MIN. I-- D . 0.490 Q O p
a z rn
r-------- r-------� 338'MlN. A 1.875 g mCf O
I 1 i i I A A I U•CUP, A "------ --------- Cr
I -----_^i 8 3.000 1"X2.75"X €
- -----' -------� ( BoTOPVI W r----------------- .375Aluminum ��
-___)- TOPVIEW 2X6 ANGLE CLIP G 0,767
@ STANDARD CLIP TOPVIEW 8063-T6 ALUM. D 1118 Tube Mullion
6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 MITI.CENTER OF ANCHOR HOLE MUST LIE TOPVIEW /CENTEROFANCHOR DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE
WITHIN THE DASHED BOUNDARY.SEE LE MUST LIE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75"X
SHEETS 5-17 FOR THE ANCHOR O.C. ITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER+1118•. B 3,000 6w
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum
DIAMETER:ANCHOR DIAMETER+1/t8'. SHEETS 6-17 FOR THE
ANCHOR O.C. TABLES D 0.83j'- Tube Mullion
DISTANCE.MAXIMUM PGT.Part# RODU(TREVISLID
ANCHOR HOLE A 2'� 'a coro,Ny0r8 WWI the Plorida
6.500"
"S" Mull Dimension(sheet#) 1"X3.125"X
DIAMETER:ANCHOR B 2.837 u6dtng Cnde
.375'
MIN. DIAMETER+itt6'. Mullion Std.Clip 0I16et Cllp U•Cllp Ang10 Cllp C 0.863 •600'Alum r�rtP;yuq No
MIN. 1"X 2"X.125"(5) 66605 668113M 6661118M 666243M 666511M D 1.137Tube Mull I aw
------------------------- f"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M
I IA 2.825 H&W Wo Product Control
1 i 1"X2.75'X.375"(7) 66607 666115M 6661120M 656246M 666513M 8 3.282 1.25'X3.188`
I X.265"Alum I I
i y g 1"X2.75"X.650"(8) 66608 666116M 6661121M 686246M 666514M C 0.862 Tube Mull � i
--- ---, D I D 1.762 \,\\ Nq L N d91 ff'�
I 1"X3,125"X.500"(8) 66637M 6661116M 6661114M ON242M 666516M 4\
1.20,
I I I 1.28^X2.11"X S1 t\CENSg ;)
-------,, -----_� 1.26"X3.186"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813 �'
I A
t 121"Alum
1,26"X2.it"X.125'(18) 68370 NIA NIA N/A 666517M
Tube Mull =
C OFFSET CLIP NOTES: Y`'
.126" I 6063-T6 ALUM. �ryy 7/L /
TOPVI£W 1)HOLES TO HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %�(� ST TE OF !: �✓
.740" �tib•.,,......
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
�r�si%NAX.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A,LYNN MIuOER,P.E.
FL P.E.#58705
1.062'
--� 1.809" t-- --{ 1.800' �-- } 'j� -.{I 749' eg^ F
.063' I I r!
385' YYY"'
.062• 125' --1 F--.125- °�acC ¢
LL
4.000' I •126"STANDARD CLIP I o�•`og
4.000' 4.000• 2625• 2.000' 8063.7,6 ALUM. I 2.126" 2X5ANGLECLIP
125• XSECTION U-CLIP 2.000' LL
8063.78 ALUM.
I 6083.76 ALUM. X-SECTION .125' N
.12b" XSECTION 'a m
.126' .125" to 04
.031' 7- Z O
1 .125'J CENTO NTHE 'D W
.125 DASHED BOUNDARY.SEES SHEETS 5.20 OF ANCHOR HOLE MUST OIRTHE S
.375' '155" .375' ANCHOR O.C.DISTANCE.MAXIMUMANCHOR CK g to
HOLE DIAMETER:ANCHOR DIAMETER•1116'. w ca 0° OO
1'X 4"X.125' 1'X 4'X.375' 1'X 4'X.375' 5.500' 5.000' 7 Z C, (n
MULLION MULLION 'T'-MULLION CUTHERETO 375• I 375 F-
.376" O (0 J
8083.76 ALUM. 8083.76 ALUM. 6063.78 ALUM. 3.125' _CREATE F-CLIP,SEE ��MIN. � O
%-SECTION X-SECTION X-SECTIONMIN DETAIL F,SHEET4 -L Z W e 2
1.250' .375' ---- ----------- - -, `
r-------� r--------
CENTER OF --- - .375 t] W
1.250'--� 1.260' i i i i I ANCHOR HOLE I i MIN. J I a o $ Z
MUST LIE ED I I Q I J :•
I I i I THE DASHED I �-•
I I I I I F BOUNDARY.SEE j Z O Q rn o
2.875' --- I} ---_4_ £ SHEETS 5.20 FOR F 1_-------� aZ..Z 0o p
I I I I I THE ANCHOR O.C. I F-
I I I I I I N Q NC3 or
3.94"
DISTANCE.
MUM I I N Zd o
Wi0
3.250' 3.250' I I I I ANCHOR HOLE
I I I I I DIAMETER: I J CO U)
LANCHOR ---------------------
Q
�
.100' .100' QDIAMETER O O
' _ 2X5 ANGLE.CLIP Z m O s.0
.100
624' 624' ` STANDARD CLIP U-CLIP 6063•T6ALUM.
•--� _� 6083-T6 ALUM. 6063-TO ALUM. TOPVIEW
--1.820' 1- I -^I .820' I+ -••1 ,820' 1- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100' 1.25'X 3.25"X.624* 1.25'X 3.94'X.624- SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
DISTANCE.MAXIMUM ANCHOR HOLE Dlmon5lon Value n For Mullion: Dimension Value(in)]For Mullion:
MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER 41116'. )
6005.75 ALUM. 8005-T5 ALUM. 0005-TS ALUM. F 3.687 1'X 4 F .938 1.25'X 3.25'
X-SECTION X-SECTION XSECTION G 1,000 ,125' G 0.500 X.024'
5.500' H 2600 Aluminum H 1.438 Aluminum
3.469' I 3.000 Trbe Mullion I 3.250 Tube Mullion
2.661' Q"ILOU
.375' .376' F 3.187 1'X4'X F 2.625 1.25'X3.94-
2.661'-
1
3.94'
MIN. G 0.767 .375' G 1.125
1.377' .12b' RODUCI'.•
H 2.430 Altminum H 1.500 Aluminum usamtlh'lltlf wiUl the lorida
r--- ---, -----, -r He1 -��Os.
I I I I I 3.000 Tube 8'T I 3.250 Tube Mullion u0d163 Cods
I I I I F 2250 1.25'X3.25' F 2.813 30'Bay Mull
G 0.760 X.100' F 2.875 45Be Mull ��t _.125' I 1.125' 2.250' I t I I I I H 1.500 Aluminum30° 3250 Tube Mullion1i3.250'45'BAY MI I I I TABLED \ LN30'DAY MULLION 8063•TB L.___ I I �_ _____� Mull Dimension POT Part# \�\��C\A` •„ d!/e��0063-T6 ALUM. I X-SECJ eheelq%SECTION ( ) Mullion Std.Clip Orfset Clip U-0Ilp Angle Clip ` \ 1GGNSC' �1'X4'X.125'(10) 69364 666111M 6661122M 866241M M518M \ P'
G OFFSET CLIP Tit' No.58705 t
T I .125' 6063-76 ALUM. V X4'X.375'(11) 66610 666112M W1123M 666242M 666519M - '
.228" 4--,981'-� .226"�4--,981'�f TOPVIEW 1'X4'X.375"T(11) 86853 666112M W1123M 666242M 666519M _ itcZ.��• -
NOTES: .740" 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6662410M 6665115M =•O ��
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624'(14) 20181 6881126M 8681125M 6882411 Al 8885116M S ATE
1.25'X3.94'X.824'(15) 20182 6661117M 6661126M 668241M 686517M ''O'1` •'•.F(ORID P;.•'CJ•\\,�
2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 06619 WA WA WA 8885110M
45 Degree(2.0) 88650 WA1 WA WA 8665111M I11i
AI r�1�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
A.LYtJtV ,P.E.
FL P.E.#5 5878705
I
TABLE E &
Mull Dlmenslon PGT Part# 0 plR k
(shoot#) Mullion Std.Clip U-Clip Anglo Clip '+f '125 '11`•126• --11--.125' o�>
2"X4'X.25"(16) 66602 666261M I 600271M 6665112M
R"�iao F
2"X6"X.25"(17) (36604 1 666262M I 666272M 6665113M I STANDARD CLIP U-CLIP 2X5 ANGLE CLIPF a w
8063.76 ALUM. 6063.70 ALUM. 6003-T6 ALUM. 02 u
2.000' I XSECTION 2.125' X-SECTION 2.000' XSECTION
NOTES: Lo
N
1 .125' 1 .126' .125' 8 DO-�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L z LAS
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS. .� 1.490'-I W
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.490'
5.500•
CUT HERE TO 5.000' 375" W o
2.000' 3.500' CREATE F•CLiP, 375, MIN. Z M
.375' SEE DETAIL F.
rC
MIN. r SHEET4 MIN. .375' F- fO
U)
r-------- ---I------------ - ------ -i'
1 r--------------------7 Wi m
I I i I j a o Z
J�:
4.00D' j - j t t Q J
- -I-- --- --I- 3.438' +- 3.438' i--- Q o1 0
.250'- 2'X 4'X.25' - I I 1 I O N r
MULLION I 1 3.436' 1 I Q Z„Z 0D o
0063.76 ALUM. j j I I Q i o B-
X-SECTION I I I .375' Z v 3
1 1 I -- -- L---------------------i MIN. LU 0
J Q)
L- STANDARD CLIP 2X5ANGLECLIP U Q 2'
_ U-CLIP,8083-76 AL UM. Q O O
CENTER OF ANCHOR HOLE MUST LIE 6083-76 ALUM. ZOR 2•X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 60TOPVI W a Z m co O
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. �� �°'.D'
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1118•. WITHINTHE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16".
SHEET, 5.20 FOR THE ANCHOR O.C.
5.600" DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16". 5.000'
f-2.000---j .375'
2.000'- 3.500-1 CREATE F•CLIP,
I SEE DETAIL F, 376 ^.375'
MIN. I r-SHEET4 MIN. rY MIN.
375'
I I 1
I I I I
I I I IpottVIAnS%vM the FI.dde
I I IId[og Cock �t{��f{ r
qiaw
I i 1 1 1 C D"610
1 I
t I 1 I I
I 1 $educt Control
1 I I I
.250. 6.000' -; - -T'- -- 4.688' t 5.438•
5.438' I 5.438' i i � 11.Y N
N
2'X6'X.25' I I I i ��.•'1,\CENSe''•,FAQ
MULLION I I
6063-T6 ALUM. i I t j j }�r:• 14°.56705
XSECTION
.375' _
`-------- ---I -- --------' --1- L---------------------� MIN. ,•U '.�" ' Q��
70 STATE OFN.
s :• <(/�`
L_ \,
Q� COR7O,
STANDARD CLIP U•CLIP 2X5 ANGLE CLIP F •F . \�\�
.260' 6003.76 ALUM. 8063-T6 ALUM. 6063.76 ALUM. ����ssNM
TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW //�Q ��
TOPVIEW A.LYNN MILV ' P.E.
FL P.E.#58705
EXAMPLE 1•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.0f-60.0 PSF.
NO ANCHORS 1N HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72•AHD THE OPENING WIDTH IS 32'+32+1'=55'.REFERENCING SHEET 25,THE COLUMN USING p�n
RECTANGULAR LOADING MUST 8E USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114•AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE,
�•-SEE SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X,375'MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD' s O
FENESTRATION DETAILS, �j a
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL 2.a c i U
FROM TABLE 4A,SHEET 8,THE 1'K 2.7s X.050•MULLION(LENGTH 4 72•,OPENING WIDTH=70'j HAS A DESIGN PRESSURE OF+1--72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E�
72•
MOPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 630 LBS,
LE TH
04
2)
2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)1112 ANCHORS AND THE 2X5 CO
SEE ANGLE CLIPS WITH(4)Al2 ANCHORS HAVE A CAPACITY OF 805 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL, Z N
ti}
SHEETS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REE%RES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J W
2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE,, AND FENESTRATION PRODUCTS TO MULLION, gOf m
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/•60.0 PSF.THOVERALL MULLION SYSTEM WAS DETERMINED TO BE 72,7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, WW` o E O
NZO—A-N-C-H-O-R-S-{n1rWINDOW 32 L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 0
MUUWIOTN / 636 LBS\` H fO
OPENING WIDTH (60 PSF)X\ 72 7 PSF)=524.9 LBS (MAY BE USED TO QUALIFY A 10#EEL SCREWS FROM TABLE 48) .
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8•.THE OPENING REQUIRES A 2
DESIGN PRESSURE OF+50.01.55.0 PSF. 7 ° Z
J,
; d
FOR THE VERTICAL MULLION: QF, Q � r•-
�O
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, H co Z as
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. co W LU $
MULL WIDTH--�I•^- 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 O^g
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
U
FROM TABLE 12A,SHEET 16,THE 2'X 4•X.250'MULLION(LENGTH=.108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+664.7 PSF WHICH EXCEEDS THE REQUIREMENTS d O O
Z � U)SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m
SEE DETAILS, a
a2 FENESTRATION SHEETS
m BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL AOD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING W{
APPROVAL DTH IS 36'+36'+2'=74,NOT 73'AS PREVIOUSLY
❑APPROVAL, ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIOTHS MAY BE REDUCED TO MAINTAIN
THE 73'DIMENSION(35.12•+35.1/2'+2'=73').
1
Jill ' 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
MULLION 11 _ _ CONCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THEW,CARE MUST BE TAKEN TO MAIPITAIN THE FASTENEIYS EDGE DISTANCE.
LENGTH -SEE �.SEE USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH I5 GREATER,AND
3 DSTAIts, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS.
OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR 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
140
MION ION MULLION TYPE COULD BE CHOSEN, I RODUCT REVISED
Ts' jJ j/ complying m*11 the FW&
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32•+7242'-106',REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE 3o001ng Cook
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.269-MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE atptmu
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
SHEETS 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 0' 3y-
2-3BETAKENniTiTnte Oi Cm,trol``�
. WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE WICAR£MUST TO MAINTAIN THE FASTENERS EDGE DISTANCE,USING THE 2X5 ANGLE CLIPS WITH rruc
j (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
I `'r�flNY LYNN Alf{
a4',HORIz. 3S-,HORIz 4 FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR �'��,^''L•LCEI4sE''.�Fn,
UII LENGTf( MULLLENGTH j
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE � �: '•,7<
OPENING WIDTH FOR VERTICAL MULLANCHOR TYPE IS A#12 STEEL SCREW. 7C' No.90705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ •=
+1.64.7 PSF FROM THE VERTICAL MULLION;
+/--170,0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; O Tj�
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON(INTERSECTION). F •w
THE LOWEST DESIGN PRESSURE IS+1 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "�' •' t ORLOP;•^'•�j��:
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '"'O'q/Qf�t �
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYA14 MILLLK,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E,N 56705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING: v
I
PW
I S
1 4Y
' — - PW PW- - - I ^X z v
_.. _ Z �+N
- -SHIDH SHIDH SHIDH SHIDH I g D7
I PW PW O `N
0
DD / W c�
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / j (A
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / /
J
1 HINGED ~ J
�✓ " DOOR 0 m
1 SGD z
j LOADING OF VERTICAL MULLIONW
PW I =j W o v rcZ
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a d
PW �/ -. 1 Q Z cq o
N _
PW J)
a�
--- - --- _
PW -- - of Q oN o�
Z5�PJ
SHIDH SHIDH
4 SHIDH SHIDH_ a 1 Z O
_ Q 4 mo go
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I /
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW HR /
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
1
P HINGED I NOTES:
DOOR PW PW_ I RODUCTRBVISED,
s complyinil wlil1 We Fiodda
j
1)DRAWINGS ARE uildingC6dc OJI
I RERESENTATIONS OF TYPICAL kw•pton0No 1
PW CONFIGURATIONS. P
PW - CONFIGURATIONS NOT SHOWN
/ / MAY BE EXTRAPOLATED FROM -" Doi% µ9011w
00 I -- - THOSESHOWN.
I / /
- 1 2)IF THE LOADING TYPE CANNOT /;1�
/ PW BE DETERMINED,USE 1 ���\'`C`•'oCEtdSC•RECTANGULAR LOADING.
PW
PW i - 3)SEE PRODUCTS'APPROVAL FOR �ti No.58705
--- - i ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ='U •,�l G S �� `
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j �VA -
y;
� SGD �.C� ''..FCOKIUI`•'•�'j�
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MIL' P.E.
MULLION MULLION FL P.E.#58705