HomeMy WebLinkAboutProduct Approval E
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IAMDA MDF- MAiM"ADE COUNTY,FL.OMA
a PRODUCT CONTROL SEMON
EPARThitsNT OFREGULATORY ANDECONOMC RESOURCES(ICER) 11805 SN26 Street,lt+o=208
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AND CODE AD1t11 USMTlOKDWETON T(786)3154590 F(786)315-2599
OTICE OF ACME ANNE OA wm r m€�mldade aovtecanamy
GT Industries,Inc.
070 Technology Drive
North Venice,Fl.34275"
SCOPE:
This NOA_ is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County REP,-
Product
EP,Product Control Section to be used in rami-Dade County and other area where allowed by the Authority
Having Jurisdiction(AM).
This NOA shall not be valid after the expiration date stated.below. The Nfiami-Dade County Product
Control Section(In Miami--Dade County)and(or the AHI(in areas other than Miami-Dade Comity)reserve
the fight 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 AM
may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"PGT"Clipped.Extruded Aluminum Tube Mullion--L.M.L
APPROVAL DOCUMENT: Drawing No. 6300JR, titled"Impact-Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25,prepared by mamnfacturer,dated 08/29/l lwith 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 date by the Miami-Dade
County Product Control Section.
MISSILEIMPACT RATING:Large and Small Missile Impact Resistant
LARELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
series,and fc ftoviring statement: "Miami Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in!the'applicable building code negatively affecting the performance ofthis product.
11RDMATION 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 of NOA.
ADVERTISEit?i W.- The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. N 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 shaft be available for inspection at the job site at the request of the Building Official.
This NOA revises NAA No. 13-0815.05 and consists of this page 1 and evidence pages F--1 and E-2,as-
well as approval document mentioned above.
The submitted documentation was levioNved by daime-D.Gascon,P.E.
NOA No.14-HUS-01
MIAM6DAr1E COUtaTY' j_ �� Expiration Date: May 2b,2016
Approval Date: February 12,;016
Z��tS Page 1
l�lhAMtauah&ODUNTY,RARIDA
PROD=CQMtOL SS(."1'hOTN
D$PAR'f�SNr�'R 'L�RYAI�IDB�O1�tODtICSSSO�IRt�S� 2t�DSStP?bStee�kit�lit�
BOARD AND COINA MMUMMM YlSifJPh '�V"3ES-290 POMM-2599
NoncE dir ACC]AvrAMM @ A)
1070 TeehnobaDrift
Mod#Vennim A 342M
SCOM,
This NQA is being issued under tlm saffiqd& roles and t►egtlWlem gmaniag die use of canslrac&n
mderials.The do orQentatian auk has been reviewed and acected by ode Coumty M
Prod"Contrd Sactian to be used is Amami-Dade County and dha areas whem aliamied by the AWfimity
Having h"cdm(AIDJ
This NOA sbA not be whirl a8cr ria; daft sirttod below. -no Adiami D� Cowriy Product
Cookol Section(7e Mmuni-Dade Comaty)an&or tate AEU(m areas ober than�G )fe,m"e
- the d&to h m this Pmditct or mattrk d tostied for quality asnuance purpose$.If Otis product or material
faits to inn in ft aea*ftd=maw,tie mamofictarm will moor tho a of stwh feting and the Ahd3
may fimmWuMyy wvak%modify,or smpaad the we of such pwdma w nmkrW wit m tbw jm dwtka
RBR reserves the rWd to moke Mh mance, if it is dofx mkod by Mtm"a& County Ptoduct
Cornual Secdlon S.A*is peodtrct or MMMial fift to mot theme of to appli "bwUftw&
Tbis product is appmed as desm'bed best ,and has bcw designed to*on*with the Florida Bu"mg
Cad%inrbung the nth Velocity Hwricame zom
DuaumOIyaSeriesaI'CY1mcupped I atradedAhowntumTube Mnhhwn—i
APPIIOVAL p9CUh M T:Drawing No-00 0U. ,titiad srsmt Almnimm Tabs Mullimm",
sheets 01&=025 cf2 ,prepared by rmw&cW=,dated 0MWI IwA the hdtes".ret mon dwzd 0IIZ 5,
s sealed "d by Andway Lynn Met. P E,, bearing the barn- County Product Comma
Rcvmon Swfim stamp Uft the Notice of A=Wbwe mm►ber and Rq"ou datt her the Mmni-M&
Coundy Product Cautmd Sacci &
AID=&IMPACT DA.M NG:Iarrge and&wH I Impswt Asdo rt
LABF.I,Il�IG: Hach ank shall bear a pa=a mat Md with the nwaidawaft or Iago, city, dte,
series,and fallowing ata of"MiamW3ade Comedy Purled Control Approvar,unkm odwwiw noted
henm.
RUWWAL ofihis NOA Aall be eon*knd after a roa ml.darn has bear fired and*=has been
tno cd=W is he appiicabie buNing tods newfivedy aflictin Oe peribrumum of tide product.
'1'.gRmtam of this NOA wm ooant user the expiration date or if*=has bum a revision or change
in dw use,and f ormwmf hm orftbo product or pmes&Mmae offlus MA as an endor mat
of any pmduaL for sates,adverting or any odw p tposes shaft Willy`tennmate this NOA.Failure
tocomplyvf*h auysecdm offt NOA shall bo for lion and inmovdaifMck&
ADv1 mmum e: im NOA mmbw preceded by The wom% mmA-ma& Camnty, FioeKk and
IbRocved by the ercgiratioa date may be displayed in advadft hikodu e. ff any pardon of the NDA is
dispkye4 theft it sal W dame in its enfiretj.
THEM A cony of this entire MOA abali be p ovibd to flre neer by the manad'aci r or ifs
i►-.( -A vtm%and swill be avaW de for inspection at tha job sba at the nguest gf the BtufiTmg OfficbL .
Ws?arta mm.ims NOA W 13-OUSM and consists of this page l and evRkwe pages 84 end E-Z,as
well as•amimmO dent timid oned above.
Tie��mnf��dcta� tras tewicwod by ditlme--�Gasesre,P.8.
Pi4�rl N4L 14-itftK
AppmalDatc febntory12,20t6
� 1
1
PGT Industries,Inc.
r
" 1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted raider previous NOA No. 10-0819.05)
2.- Drawing No. 6300JX 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,sealed and by Anthony Lynn Miller,P.E.
B. TEST_ S
I. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 20294
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 FBG 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
millions, 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 05105/11, signed
and sealed by Marlin D. Brinson,P.E.
(Subtrutted under Previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 20X0
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STAT + ,NTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5'Edition(2014),dated 11103/14,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 06106111,signed and sealed 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.
• �' mfr-~-��
Jaime D aG sc h,P.E.
Product Control Section Supen1sor
NOA No.14-1105.01
Expiration Date: Way 26,1016
Approval Date: February 12,20X5
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUZ;D)
4. Laboratory addendum letter for Test Report No. IT1-6443, issued by Fenestration
Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E.
(Submitled under previous NOA No.11-0922.01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No.11-0922.0X)
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.
(Subndffed under previous NOA No.11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 1.3-0815.05, 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.
a
t .
I
Product Control Section Supervisor
NOA No.14-1105.91
Expiration Date: May 26,2016
Approval Date: t'ebruary 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE a��R^w
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE =4
EVALUATED RYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__._..._............1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS..._..._....................1
ELEVATIONS..........................„....,..i
Z)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2 o Y In
FIGURE 1: `
MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX&MASONRY._....,„....2MULLIONS / SEE DEraLB INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_.................2 f+''
Ai D,O,AI REGTANGULAi NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY_..................„.3 La
ETS 2,1 SHOE MULL TO STEEL STUD...................3 m
_- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........„......................3 k
�. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 (n
IN THIS ANCHOR EVALUATION.THE 1.9 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.._.................4 z d F
BAY MULL INSTALLATION.............4 LLl
1 X2X.126
IMULL SPECS...............6 J
i \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE X 2X.376 MULL SPECS..............e _
f \\ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS._.......?
1 1X2.75 X.66 MULL SPECS............6 z
SEE DETAILS L 6 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPE CS........9 lL 0 0
ATMRU O; / I III /
I __ _ III _ __ I \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS...............10 m F m
6HEETS 2J I I A THRU G; 1 X 4 X;376 TUBE MULL SPECS....11 Q J
` --- _ I --- ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESS ANCHORAGE TABLES.THE LOWEST DESIGN
SHEETS 21 1 X 4 X.375 T MULL SPECS..._._11 J
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
i III I I 1.25 X 3.188 X.265 MULL SPECS...12
VE T. HEIGHT Z W g
OPENING
1.25 X 3.26 X.100 MULL SPECS„...13
MULL FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X•624 MULL SPECS '
LENGTH HORIZONTAL
1.25 X 3.94 X.624 MULL SPECS.....M
SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS............._.16 o z
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X e%.26 MULL SPECS................17 r �,
—SHEET 3 128 X 2.11 X,125 MULL SPECS-,.18 r `
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 326 BAY MULL SPECS.......,.19
REACTIONS. 45'X 3.25 BAY MULL SPECS.......20 0 Q •-
MULLION&CLIP DIMENSIONS.._„21.23 F- Z c JO
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-9443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2........„_................24 aQJ i Si
PRODUCTSMAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................26 (n
BE OF ANY TYPE
MANUUFnCTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z '
BYPGT• CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH V W Q O 0
I i I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O z
/SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. e
HORIZONTAL
LMULL SHEETS 2.T 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT-i 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'TRIANGULAR/TRAPEZOIDAL-. PRODUCTRBWSED
w wnydit w&h ft FMr(dc
OPENING WIDTH (--HOR12.MULL LENGTH---j 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-)FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Dulldl68 Cock _
MULL 1.— —�1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A.p..N. OS.•
'I LENGTH I' I I MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(L3S/FT9 FOR THE OPENING OBTAINED IN D
STEP 1). /. ,' ( 126
Fl� OPE II By'� tL-2A�•-��
HEIGHT Nlem! sde Pr4duat Control
FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE
OPENING ELL �' �/ HORIL VE T. REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I I I 1 f f
HEIGHT LENGTH MULL /I MULL 7
I r� I
LENGTH 9)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \`\\c��............M
L L ANCHOR/SUBSTRATE/ANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 110ENs'•.!
C�, �!
CAPACITY IS MET. :' F
OPENING WIDTH N0.58705 )}r
SINGLE MULLION SINGLE MULLION FOR VERTICALMULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE
�FOa ENING I n MULL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -r!
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS =0,n ST kreq�FIS X41
FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ; •, <O !V
CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i S •.Kln/!.
PRODUCT ASSEMBLY. S�O/1�.. rp1G,�`
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
A.LYNN NIIL�ELf�,P.E.
FL P.E.#55705
DETAIL A: DETAIL B: MULLION n °
MULLION TYP.ANCHOR
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP R�
WOOD BUCK AND MASONRY
AND SEE SEE TABLES 1B-168
OR WOOD FRAMING ATTACHMENT W
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N
SEE NOTE 1,
MULLION I I SHEET I.
b I j e ° I I .. 1. •1" zN8 N
SEE SHEETS a eb I I MIN 2.7 KSI EDGE
EITHER THE ° I I I 21.23 FOR HOLE p I I CONCRETE OR CMU' I •' I DISTANCE, W
9TANDARDO e I LOCATIONS �1-SEE SEE TABLES _
1
° a e p e°° •pa e° II e°e I°I ° e e
EDGE c
II ° e°e EDe GEDISTANCE SIONCTFSALFITNSPADEMLATLAREMYDD UBOBLE1LYR 8..160
OO
bppp°
''�'• co
DISTANCE FOR S W
FOR WOOD ANCHORS (
d SCREWS a ap SIDE VIEW
50' AKFOR a zm
ALL MULLIONS d O
d e ?
e EXTERIOR Z$
A p DIS EDGE TANCE t
dm
MASONRY
THEOCL PIS ANCHORS OFFSET MULL
CLIPMAYBE �INSTALLED BY
1-7
THISMETH00. RECOMMENDEDFOR a "))
�
ed FIN-FRAMED
EXTERIOR a
ea WINDOWS,BUT MAY Q
ALSO BE USED FOR
OTHERFRAMETYPES.
a•— 'o 0
I1z
TYP.ANCTYP. HOR
TEP.ANCH00. �
RSAUBSTORATE,SUBSTRATE, 333 ��777iiii 888888
PER SUBSTRATE, SEE TABLES 18.188 SEE TABLES 18.168
SEE TABLES 18.108 EOGEIEND
DISTANCE BUCKSTRIP
SEE TABLES AND
ATTACHMENT
EMBEDMENT BUCKSTRIP 18.188 BYO7HERS,
A1D EMBE HENT' SEE NOTE 1,
ATTACHMENT I •.,,'• SHEETI.
,a BY OTHERS, •• ti ,
• SEE NOTE 1, ,
' r •• SHEET 1. .
• MW 2.7 KSI CONCRETE OR CMU
PRODUCTR8V19BD
SIDE VIEW FRONT VIEW as ftdl arvIyI6ns%vhbthe Florida
Ampteac: 4
FRONT VIEW 6ro46U D �p
INSTALLATION NOTES: :Almn 040 Product Contra-�
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 ONY LYNIy
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ����N• •'��!
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �ICENSF••,
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
ND.58705 >�=
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. O •� `
6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED %,C�s''•F<ORIDP„••'���`
ELCO ULTRACON OR ELCO 1J4'S,S.AGGREGATOR MASONRY ANCHORS.
A LY�{Y1l4@R;P.E.
FL RE.0 58705
DETAIL E:
DETAIL C: —I 125 A1IN MULLION TO MULLION ® �9 g
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO ^� F�
M
/—MULLION
(U-CLIP)
MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR'CROSS'
(STANDARD CLIP SHOWN) =c INTERSECTIONS,
VARIES 2)MAY BE INSTALLED HORIZONTALLY oY
I (SHOWN)OR VERTICALLY.
I TYP.ANCHOR c:- i N
EITHER THE I I PER SUBSTRATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 g m
STANDARD R SEE TABLES 1B-13B
OFFSET MULL i j TOP VIEW FOR CORRESPONDING MULLION. Z M
CLIP MAY BE I I I EDGE DISTANCE MULLION 0 {—
INSTALLEDBY II I FOR MASONRY
THIS METHOD - I I I ° ANCHORS VARIES I J
I 11°I n 1112 STEEL I SELF'
RILLINC OR PREAPoLL
e '° ` MULLION AND USE SMS LU O Q
a / m On (0 f-
`� MULLION z co O J
EXTERIOR d° d s O j
EOGE DISTANCE ° THE OFFSET CUPI9 5 F �-
FOR MASONRY ° ° RECOMMENDED FOR ` Z U
Lp
ANCHORS a WINDIOWS B �
BUT MAY U-CLP IEDCTION
Z
8 e oTHE�RFRAMETYPEs. EXTERIOR Q Z •- d
TIP.ANCHOR 'd Z
PER SUBSTRATE,
d _
SEE TABLES 18-13B H z O O
SEE
TYP ANCHR SHEETS21-23FOR N O �
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS
SEE TABLES 111-13B
L,
AND FRONT VIEW EDGE w
ATTACHMENT DISTANCE
.. BY OTHERS, SEETABLES
SEE NOTE I, DOE- V613B V Z Z
EMBEDMENT SHEET 1. W co
E CL
Q
' •• • ' • •• .. .• •-. DISTANCE `2 A .1�0 9'Q.
SEE TABLES
SIDE VIEW gB
MIN 2.7 KSI CONCRETE OR CMU MW 2.7 KSI CONCRETE OR CMU 111.138 ,fin S�
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
eFORSTEEL
PER SUBSTRATE,
SEE TABLES 111.136 RODU=BVISBD
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® complyingwOA 16a Florida
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR BOd10g Codc _
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� LOCATIONS No,
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� pl Do1,
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ® 11om1 ede Pmdud Comm
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVED D STANCEELCO ULTRACON OR ELC01/4'S.S.AGGREGATOR MASONRYANCHORS. FRONT VIEW16 STUD IAN NNERWITHiHE L BUaDWG fon3BBLEsODE•A2XW000 BACKER MUST USED.
t::2 ATTACHMENT BYOTHERS. NO.5$705 )I,'
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW -
NOTES: -"O
1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD �OT•'• S7TEO
ANCHOR VALUES MAYBE USED. ',�S '•��ORIOA,,.•G����
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 6-20,FOR QUANTITY OF SCREWS. A.L�VNN-MIL111 P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: D r �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION
(F CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o
o
SEE DETAILS A-£, p
SHEETS 2 AND 5 FOR INSTALLATION ]B'OR 45'
TO SPECIFIC SUBSTRATES. BAY MULL
N
MULLION D I� (I D Z Lm
O
O OO O
O O O O J W
0 O TOP VIEW y
SIDE VIEWI W c o$
SHOWN WITH 1'X 4'x.126' TOP VIEWin
MULLION j I I I ��,,' Z J
1 I I TIP.ANCHOR J
EXTERIOR I I I I PER SUBSTRATE, m
1 I SEE TABLES 168 OR 16D Z 5g
I I I
STANDARD MULLION CLIP I I r-PERSUBSTRATE, II I I I EXTERIOR �
MODIFIED TO FIT FIELD I SEE TABLES 18.140 O I Z
CONDITIONS. I r
j I I I 2'X 6'ANGLE CLIP, F- Z Q G
I I I I 2 PER MULLION END,MUST BE '7d• O Z N `
I I I I INSTALLED INSIDE OF BAY MULL W 0
MULLION I I I m
co $
ii I I I CD a Y Y
I� I I
11 I I
ANGLE CLIP, HN (A (n
Z 0
MULLION END,
MUST V - a cn
MUST INSTALLED a A0cn
INSIDE OOF MULL. � g
It 400f
TYP.ANCHOR
PERSUBSTRATE,
SEE TABLES 18-149
INTO WOOD,
STEEL.ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR -�� ®�
O ED
fpGs0;�O1t .®�' -I&- PAODU yf t S
meomp CodwNlIluPkrlda
Bu1ldPltDmyecG�odnob
® I ® INTOWOGD,STEEL, 1 O nom" bmc. _ S01
ALUM,CMU OR MASONRY 1 H
® ® EDGE
DISTANCE NloTB1 adahoducLOmuol
PER
ANCHOREDGE
111111111TH
DISTANCE
PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: `�� .�ON•••••• �1
OLICENS�o'
NOTES FOR INSTALLATION OPTIONS F; 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. -
No.58705 X '
1 DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.126'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE '/e
LOCATIONS.
2)SEE TABLES 1B-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 '��'•, $-ATE
3)THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %�(�s'•.F<ORIO�.••'G�t� �
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 1A o� mppg
MulllonCe act Table Ibe/fta _ �r4T
Opening Width(for vetticalt pannirgmuMon9)orOpeningHaight(forhorimlailpsparNRgmtillon9) �1~C
601n 601n 701n a01n DO In t001n 1201n Ida in 1601n p
Rectangular TmprMeng. Rectangular TleplTdang• Reotangular TrepMang. Rectangular Ttapridarrg, Rectangular R prTdang• Reetenaut r Treprrd,ng. Rectangular TreprTdang. Ruatmgthr TNplMang. Rectangular Tr9prTdang. a y
1 X 2%.126 Loadag Loading Loading Loafing Loading Loafing Loading Loading Lowing Loafing Loading Leaning &Loadlag, luadn2 Landoll Loafing LoeM 9 Loafing SY
Alum.Tube _ b B B ^
�� S
Mullion � � �' �� � �� �� � � � o�� � �� 8 � � � � e � 6 � � � 6 $ � � � � � s m
g z
42 in 111.9 400 129.6 332 93.2 405 115.5 325 70.9 1 406 107.0 321 69.0 406 104,4 319 62,1 408 104.0 319 55.9 405 104.0 310 48,0 408 104.0 310 39.0 405 104.0 319 35.0 405 104.0 319 J W
481n 74.8 312 83.8 255 62.4 312 73.4 262 53.5 312 67,0 240 411.0 312 63.2 248 41.6 312 01.3 244 37.5 312 91.0 244 31.2 312 61.0 244 20.8 312 61.0 244 23A 312 81.0 244 � N
60.625 In 63.0 201 70.6 234 $3.2 201 01.5 228 45.0 281 55.7 214 39.9 281 52.1 222 35,6 281 $0.1 220 319 251 49.3 219 20.6 201 49.3 219 22.9 281 49,3 219 20.0 251 49.3 210 W O 0
541n 52.0 247 57.5 207 43.9 247 49.0 202 37.6 247 44.5 198 32.9 247 41.5 190 29.2 247 39.4 led 20.3 247 35.4 103 21.8 247 30.1 18] 15.5 247 35.1 193 16.4 247 311.1 103 M
C601n 30A 200 4L2 170 32.0 2D0 35.4 166 27.4 200 319 163 24.0 200 26.9 160 21.3 200 27.1 159 19.2 200 25.0 157 16.0 200 25.0 168
031n 37.1 161 35.3 155 27.0 701 30.3 152 23.7 101 26.9 149 20.7 101 24.5 146 10.4 let 72.8 144 10.0 101 21.7 143 ? m
2 66In 20.8 155 3D.6 142 24.0 165 20.1 139 20.6 165 23.1 136 18.0 165 21.0 134 Z
721n 22.2 139 23.3 120 10.5 139 19.9 710 16B 139 17.8 t10
181n 15.9 125 19.7 109 15.7 125 16.8 707 66 Z
791n n.5 t1e 111.2 to
Q N O
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Z c p
Anchor Ca aci Table Iba ANCHOR CAP.,,„,,,,, N CV
Bubslmlo: 2.7k Concrete 3.5k Conc. Holiaw CMU Fllted CMU PT Wood Metal (DPw)X( )=ANCHOR CAP..,
6115'Elco 1!4'SB Elea 5110'Elco 114'SS Elco 0I0 Steel N12SIE41 012 Sled MULLION CAP,,,",,,,, W
AncMrrypr. 3116'Eke UlUaaon 1!d'Eka Uuncm 3118'Eko UlOacon 111'Elea UlOocon x Y �[
Anchor Clip Patterns Uiuncon AggmOalw Unman Aggre I. Sam(05)Scraw(G5) Scraw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR n(
Edge 0(sunce#n) 1' 2.112' 1• 2.112' 3.1161 1' 2.171` V &712' 2' Mie' 2' 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U Q
Embedment#a7 1.Y4' 1.3x4• 1314• 1,314• T MW 1-1/4' 1.1/4' 1.114' 1.114• 1.114' 2 12!8' 1-10' varies ACTUAL PRESSURE REQUIREMENT FOR THE Q
2Anebom®4.75•Mtn 0.1 ScsdaN aoDad Cllp(Fig.17 390@s 390 Has 45D lbs 8901 us 1044 ties
270 lbs 280@9 354@9 7401bs 3741bs Ibs wlb9 3/11hs 4421[6 ti801bs OPENING,WHEN IT IS LOWER THAN THE MULLION at �to0 to
4 Anch=®1.15'MJa.O.C.r StandaN(or0gse0 COp(Fig.2): 4601tes 700 @s WA WA WA380lbs WA WA WA WA WA 802 @3 8851be 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED,
4Anchbre®3'MIn O.C.112)2a6An91e CopsIaR9.3): 760@, 780@9 6301bs 15601ba 1e9e lbs 660lbs WA 760lb, 7481bs 81101W 1892@9 682169 685 Ma 1120@9 MULLION.IT WILL YIELD A MINIMUM ANCHORQ,'2A. ®OA5'hlln.0.0.!U431p,IM0.125'Aldm.(FI9.47 WA WA WA WA WA WA WA WA WA WA WA WA NIA T15@s CAPACITY WHICH MAY BE USED TO QUALIFY
Fig. 225 @s 445lbs 022 lbs 140lbs 177 IM 370lbs 1871be 3321634731bs t701bs 2211. 250149 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchor 01.15•MN.O.CJ i,],p toBk 2/Olbs 3501W NIA WA WAI90lbs WA WA WA WA WA 3111bs 4421bs li00lba ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE I: FIGURE 2: TABLE NOTES: IIl-war M Ism
• • oe minplyNg ni4h IAa Nlwidd
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DU0d111p OOde
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000' �- AarphnrroNO �Q
9ta
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
FIGURE 3: Ulaml adc Pre uct 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•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1t))
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUP-FILLED `�`�()N
ANGLE CLIP MUST BE USED IN PAIRS. 126•
• '>�(��'��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ; ��•'' UCENSF'•,
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' F :
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 7'X 2"X.125'MULLION No.58705 '
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND `(
to to • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,15-6 S.S.OR 410 S.S. IrIZ 4_1j
TE
ORION
I0NAL E�G�`•
A.LYNN MILLVR,P.E.
FL P.
58705
TABLE 2A
Mullion Ce acl Table Ibsffta a xA
Opening Width(far wrlice11y-spending mtlllons)or Oponing Height(for hadzonally5paming mUllom) �W w
501n BO In 701n eO In BO In too In 1201n 140 in 1160111 S+ o
Reolan9ular Tr4prMag. Redangular Tra{VTdang. Rectangular TreplT0an9. Reclerealar Tmplydar0. Redangular TroIVTrIon9. Rectar0ular TMP79 IV. Reo"I"lar Trop7Tdare. Recleroulor Troprd'to Rectangular heplydaro. S a
ix2x.3711 Loading Loading Loadlro Loading Loading Loading Loading L.."n Loading
Lee
Loading Loading Load] Loading Loading LmWna Loading Loading s?
to
AIM Ione 6g p^ g � y �' � � � g � R} qy� gfisg � yq ggsg � PC Mullion S@ X $ dF 8 8 3 3 §8 X €8 dF Z `P C IyI-•.
42 to 170.0 010 170.0 435 161.7 682 110.0 978 129.7 082 770.0P221
113.6 683 169.5 610 100.8 662 168.0 517 80.0. 682 t2a.8212
75.7 set i6B.8 617 69.8 662 18&g 617 58.7 682 188.0 817 ll)
481n 121.0 507 738,0 418 101.4 607 119.2 410 68.0 607 108.7 78.0 607 1028 399 87.8 $07 89.8 397 60.8 601 60.7 607 89.0 396 43.4 607 BD.O 380 38.0 607 89.0 398 W
50.625 In 103,7 456 114.6 370 884 458 99.9 371 74.1 456 90.6 64.8 456 64.6 360 67.6 458 81.3 357 51.8 454 43.2 456 60.0 358 37.0 458 80.0 368 7-4 468 00.0 350 W O 6
841n 85.4 400 83.3 336 71.2 400 We 328 81.0 400 M.7 53.4 400 47.3 318 41.5 400 84.0 316 421 400 35.6 400 61.8 313 30,5 400 61.8 313 28.7 400 61.6 313 m 0 �
{ s0 in 623 324 60.8 278 61,8 324 67,6 210 44.5 324 51.2 36.9 324 40.9 260 348 324 43.0 257 31.1 324 26.0 324 40.5 253 222 324 40.5 253 19.6 324 40.6 253 (o J
631. 63.8 294 67.4 252 44.6 204 49.2 240 384 294 43,6 33.8 294 388 237 288 294 37.1 234 26.9 294 224 294 33.5 730 19.2 284 33.4 230 10.8 284 37.4 230 ^2 �
c 68 in 4&0 268 49.6 230 39.0 260 424 225 334 268 37.5 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 186 260 25.0 210 18.7 268 27.7 209 14.6 268 27.7 209 Z z'
721n 38.0 2Yu 37.8 196 30.0 226 322 197 2S7 726 28.4 188 22.5 226 26.8 185 20.0 225 27.8 152 1&0 226 ?21 180 16.0 226 20.3 177 12.0 226 18.8 178 11.3 226 18,8 178 gg�
761. 30.0 102 32.0 177 2S6 2@ 77.2 773 2Lg 202 239 170 19.2 202 21,6 167 17.0 202 10.7 485 163 202 78.4 107 128 202 16.7 160 10,9 20! 15.9 158 9.6 202 15.5 158 N( Z
781n 28.3 192 29.8 160 23.8 192 25.1 165 2D.2 192 22.0 182 17.7 192 127 169 15.7 192 18.1 157 14.2 192 1&8 155 i1.B 192 15.2 162 10.1 192 14.4 150 8.8 192 14.2 160 Q -J 000`
J
00
901n 18.6 144 18,0 120 184 144 16.1 116 Z 7 Q N O
BB In 15.2127 75.8 113 N ��Z
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: X S
Anchor Ca act Table Ibe ANCHOR CAP.,-,- � N S2 2
8ubeimlo: 2.7N Concrete 3.5k Caw. NOSow CMU Filled CMU PT Wood Metal (DP,„)X =ANCHOR CAP.,,,
MULLIINCAP. ,,, H
5116•Elm 114.88 Elea 5/16'Elm 114'SS Eko 010 Steel 912 Steel 012 sled (.1 x Q O 0
Anchor Clip Patterns Amber Typo: 3116'Elm Ultracon 114'Ewa Ulftemn 3118•Elm Uttmcon 1/4•Elaoullmcon
Ullmcon AOamCala Ul9mon AagmGetor servv(05)S9raw(051 sortw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge O(alence an), 1• z-+n• r z-1n• 3.116• r 2•t/r r 2-7n• 2• 3•Ua• z• o.4e• 0.59• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN D. Z�'O W
Embedment n 1�4' 1314' 1.314' 1314• r 1-1114' 1.114' 1.114' 1.174' t•114' 1.114' r 1318• 1318• wrlee ACTUAL PRESSURE REQUIREMENT FOR THE A,
2 Amhara 404.75•Mir.O.C.I Standard or 03se1 CUp(Fig.1): 390 lbs 39016, 450 w, e90 Ms 1644 lbs 270Ios 26016, 3541oa 740109 37116e 664[41 B46Im 1ma 4421bs 5801W OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15•Min.O.C,I Standard(or Offset)alp(Fla.2r. 480Ibs 700 Ws WA WA WA WA 380!be WA NIA WA WA WA 6821b3 0651bs 1120163 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors Min.O.C.1(2)20 Arela CJIP3 I(Fig.3k 780Ibs 7801os 6801be 1560IDs 1098Ios 54016+ 567lba WA 7601D, 748 lbs 680 ma 1892 We 682 Gas 85,5 to s 1120 lips MULLION.IT WILL YIELD A MINIMUM ANCHOR
•
2Amtwn 0.46•Min. I UL9D.inw.125'Alum,(Fig•41 WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 715 wa CAPACITY WHICH MAY BE USED R QUALIFY
I
A.hvl FCLp(Fig,5): 105 to$ 106 lbs n5 lbs 445 lbs 822 Ito 135 Ras 140 lb. 177 roe 370Im 1971bs 332 Ills 47311,9 110109 "I I0s 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anelwra 1.15'ldN.O.CJ F-(31p Fb.BJ: 2401Da Ma Iba NIA WA NIA WA 180 wa WA NW WA WA WA 311 Lbs 1421ba 680109 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
PRODUCTRRVISBD
FIGURE 1: FIGURE 2: TABLE NOTES: e9 wmpfyh'S
jj---• with ft FtorldaFO • Bu11d1a8.N nr+
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AacpamcoNo V�
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1.000• �---
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7111111111 0 Pr UCI•'onlrof
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000'
3.
111 I I I
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I :� '��'•�7CENSF'`�F�'��
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .376'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM 490.WOOD SHALL BEPRESSURE-TREATED -TNo.58705
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,126' 1'X r X.375'MULLION _
• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �AAT
( �STHEMATERIAL.#10ANCHORS INTOWOOD MAY BESTEEL,18.8S.S.OR410 S.S. k7`
�'�'(�S'•FCORIDP.•�C,
s `•
A.LVNN MILY A,P.E.
FL P.E.#58705
TABLE 3A
Mullion Capacity Table Ibstfe 3�
Opening Width(torseNcally-sparWrg mUnons)or Opening Height(for horizontally-spanning mullons) C
Sol. 60 In 701n 60 In 801n 100 in 1201n 140 In too in
Rectangular Tra"arg. Rectangular TmpTdeng. Reelenguler TnpTdong, Rectangular hapTisng• Rectangular TmpMong. Reelongdof Trepidang. Reotongutar TfapTdeng. Realarrgt4er bapmerg. Rectangular Teplliang. i
1 X 2.75 X Loadrg Lowing Loading LoadnB Loading Ladog Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loafing Loading Loading oyr g
•376A1um. Lo
Tube
Mullion C"
1 I r91! 12111 11 11 11 111111111 o
42 in 170.0 020 170.0 433 170.0 744 170.0 470 170.0 885 170.0 NO 170.0 982 170.0 819 170.0 1116 170.0 621 170.0 1740 170.0 521 140.7 1301 170.0 621 127.5 1301 170.0 $21 111.6 1301 170.0 821
48 in 170.01 70a 17oO 524 170.0 650 170.0 564 170.0 992 11170.0 030 170,0 1133 V0.01 661 151.0 1139 170.01 877 136.6 1139 170.0 080 113.9 1139 170.0 660 97.6 1139 170.01 660 85.4 1139 170.0 080
k72
170.0 747 170.0 803 170.0 BBB 170.0 631 107.0 1032 170,0 rd4 146.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 758 83.9 1032 170.0 786 73.4 1032 170.0 "a
170.0 707 170,0 012 161.3 907 170,0 691 136.2 807 184.7 730 120.9 Sol .152.5 720 107.5 907 145.0 714 96.8 007 141.1 710 60.6 907 140,0 709 69.1 007 110,0 709 60.6 907 140.0 700 m M O
141,1 715 161.6 825 117.8 735 130.3 011 100.5 735 110.0 599 00.2 735 100.2 590 78.4 735 99.5 On 70.6 735 93.1 576 58.0 735 91.0 514 50.4 735 81.8 674 44.1 738 91.6 674
121.9 660 130,0 570 101.8 866 111.6 667 07,0 660 90.9 047 70.2 686 90.1 530 07.7 658 93.9 531 60.0 Sea 79.8 528 50.8 088 75.9 521 43.5 660 75.6 521 311.1 SOO 75.6 621 ; j
108.0 607 112.4 522 88.3 607 e&I 511 76.7 607 95.0 601 66.2 rA7 77.1 493 611.9 607 71.5 488 53.0 607 87.8 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 607 62.7 474W SIX 510 53.6 443 65,0 610 73.0 434 68.3 510 84.3 426 51.0 640 57.9 419 45.4 510 63,3 413 40.0 510 60.0 106 34.0 010 45.9 402 292 510 44,4 399 25.6 510 44.3 399 �E 1f 69A 458 72.5 400 57.6 456 61.7 392 49.5 458 54.1 305 43.4 458 49,0 378 38.8 458 44.6 373 34.7 458 41.6 306 28.9 459 37.7 362 24.6 450 30.0 359 21.7 450 35.7 356 J J�o g n 012 435 87.0 381 53.6 435 66.8 373 46.9 435 49.0 360 40.1 435 44.7 360 35.7 435 40.0 3S5 32.1 135 78.1 361 28A 435 31.1 3N 22.9 135 32.6 141 20.1 435 32.2 310 Q r
901n 41.8 327 43.1 200 34.6 327 36.4 285 29.9 127 31.6 280 26.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 tag 17.4 327 21.0 262 14.9 327 19.3 256 � n z N C
OD
06 In 34.4 287 35.4 257 28.7 267 29.9 252 24.0 267 28.0 210 21.5 287 211 241 10.1 287 20.8 210 172 287 10.1 237 N.4 207 10,9 232L x tc p �
loam 24.2 227 24.7 205 202 227 20.6 201 17.3 227 18.0 195 16.1 227 16.0 195 in
111 In 22.3 216 22.7 181 70.8 216 19.1 191 16.9 216 16.0 186 W
r Y y
1201n 17.6 184 17.9 197 U X Q
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d H Z y ren (A
Anchor Ca ltv Table Iba g_ m0 s0
BObalrelo: 2.7k concrete 3.5k Com. Hallow CMU Filled CAW PTWood Metal (DP.a)X ANCHOR CAP""""`)=ANCHOR CAP.- Ixma.
5116'Elco 114'68 Eko 5116'Elao 1/4'88 Eko OIO Stml 9128teal 012 Steel MULLION CAP.„,,,,_ , .�
Amhor Typo: 3116'Eloo Ulbacon 114'Eko Mum 3110'Elea Ultfw. bNIA
Uluacm
AnehorCllpPatterns Ulumon All at. Ullmcon Aggr.Gelor Screw(05)Scmw(G5) Sarmr(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed90 Ustance MT 1' 2.12• 1' 2.12• 3415• 1' 2.12• 2.12• 2' 3.118' Y 0.40- 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment nk 1 14' 1.314' 1.314• 1.314• 2• 1.114' 1.11P 1.14' 1.114• 1-174' 2- Mir I.Tr wdes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhom Q4.75-Min.O.C.l Standard or OOeet l2lp(Flp,tl 3W WS 39010 450143 6001ba 16141W 2101W 2BOIe3 740160 37110 88410; 84814; 341 la 412160 Wells OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anohom 0Iv15-Min.O.Q/Slondard(or OOset)CS (Fig.2): 46010; 700 lbs WA WA WA WA 380 it's WA WA WA wA W2lbs Bas lbs 52063 CAPACITY(FROM THE TABLE)OF THE SELECTED
nciwaQ3'Min.O.C.l(2)206An9f0 Clips l(FIg.3): 7601ba 780lbs 6 010s 1SWIl s 1896 N3 540143 600lbs760143 740 We 880140 189210 682lbs 605 We 11201a MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Amlana 8945'Min.O.C./UCIIp,Inlo.l2Y Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amharl FCe(Fig.ak 19510 19;10 2251W 41514; ell tai 135103 140143 vases 370[be fenb3 372140 173 roa vo lW 2211to zea ro3 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchm@I.16•MN.O.CIFCBp(FI0.0): 2401b3 350 roe WA WA WA WA 1901es WA WA WA WA WA 341 IW 4421bz Seo m3 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCrREVISUD
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. an it 34id1 Oso Pbrid�
vIIdlna OMc
cocptanco
FIGURE 1: FIGURE 2. 1.000'
TABLE NOTES: DOtd Za1G
• • • • -I f-
1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dlafnl ado Producl Control
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
11111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \` 0CENSe'••�F.p
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7� No.50705 '�r
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r •-
375'
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDf7 •, �•�}(S 4J`
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' :C)%•, S'ATE OF �y
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT1'X 2.70'X.375'MULLION ••,F<ORIDP,.•'•\
(C
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %SLS "••" CIG1.
• ® THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. Cllr/0NAL. ��'
A.LYNNIMILL15ft,P.E.
FL P.E.#58705
TABLE 4A ® " A
Mullion Capacity Table Ibalfe
Opening Width(for verle y-3perr11ngmU9on9)orOpeningHeight(forhrizonlaly-spordr> nuflons) uCu1111�C
601n 60In 701n 80 In 001n tool" 120 in 1401n ta01n 1}1}ddt( o
1X2.76X Rectangular Tiopl9lartg. RaotengUor Trap/Tdang, Raclenguter TapTdorlg, Roolea a4' RepRdanB, Roclwgtlu haprlHan,, ReclangUu hep/Manp. Roctanguiw Trep70fang, ReclangUar Tie pg. Racleneular hap7Tdang. 4$
Loading Loodng Loading Loading Loading Loading Loafing Loading Loading Loafing Loading Loading Loedm9 Landfill Lowing Loading Loading Loading oo± 333
.860 Alum, d
t3 ta a !S to
TuboCq
Mullion f3 tF3 � ftiLiamit
r 8 01
Aao�
O y , �
421n 170.0 820 170.0 435 170.01 744 170.01 478 170.0 080 170,0 Soo 170.0 992 170.0 510 170.0 1118 170,0 621 170.0 1240 170.0 521 t70.0 1488 170.0 521 158.7 1820 170.0 521 138.11 1820 170.0 521 W
481" 170.0 708 170.0 524 170.0 850 170.0 504 170.0 092 170.0 830 170.0 1133 170.0 061 170,0 1275 170,0 077 170.0 1417 170.0 660 141.7 1417 170.0 060 121.5 107 170.0 680 100.3 1417 170.0 080 d' N
50.625 in 170.0 747 170,0 563 170.0 606 170,0 83t 170.0 1040 170.0 664 170.0 1105 170.0 723 162.6 1288 170.0 747 148.7 1268 170.0 756 121.0 1250 170.0 758 104.5 1266 170.0 756 81.4 1288 170.0 750 c O
64 In 170,0 701 170.0 612 170,0 056 170.0 691 170.0 11ta 17o,o 754 150.7 1130 170,0 803 133.0 1130 170.0 837 120.6 1130 170.0 556 100.5 1130 170.0 601 88.1 1130 170,0 081 75.3 1170 170.0 881 m O
601n 110.0 865 170,0 701 140.5 015 102.1 781 125.6 015 144,5 740 109.9 BIS 132,3 735 07.6 016 123.0 728 87.0 015 118.5 720 73.2 015 114A 716 02.8 015 114A 716 54,9 015 114.4 715
631" 1515 830 161.9 710 126.5 830 138.9 604 108.5 830 123.2 681 94A 630 112,2 azo 84.4 830 104.9 662 76.9 830 99.1 650 079 830 04.5 640 54.2 830 04,1 640 47A e70 81.1 619 (�
W a
60 In 132.1 757 140.0 BSD 110.0 767 110.8 838 81.3 751 105.0 024 82,5 767 06.1 1114 77.1 747 89.1 800 68.0 737 114.2 800 Si0 757 78.0 597 47.2 761 711.2 591 09 757 76.2 691
j 7I In 101.7 830 tOBA 552 81.8 878 81,0 540 72.7 a78 60.1 530 e3.a am 722 521 56.5 8311 88.5 514 50.0 036 02.7 506 42.4 638 57.2 500 36.3 836 65.3 407 31.8 838 55.2 497 2 -1���»i
78 In 885 571 90.4 411 72.1 671 70.8 480 8. 671 87A 419 64.1 571 60.0 471 48,0 571 $5.5 4114 43.2 57t 51.11 458 36.0 571 47.0 451 30.0 671 44.6 447 27.0 S71 M.5 08 J J Z
Q v
7a In 80.0 542 03A 474 68.7 542 70,8 465 57.1 542 62.1 456 60.0 542 55.7 449 44,4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28A 542 40.8 425 25.0 542 40.1 423
O a N O
901n 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 30.8 340 32,5 407 35.3 343 2a,9 407 32.1 7311 28.0 407 29.0 374 21.7 407 20.1 321 18.11 407 24.1 322 16.3 407 23.0 319 10 Z
061" /2.B 356 to
M.1 320 35.8 358 37.2 314 30.7 355 32.4 12470.8
350L21 301 23.6 358 28,1 300 21.5 356 24.0 288 17.9 358 21.0 289 159 358 19.2 284 4'n X $108 In 30.1 283 30.0 255 25.1 287 25.0 251 21.5 283 22.3 283 2M 18.7 283 111.0 240 15,1 2113 14.4 237 WIII In 27,a 2137 211.3 242 23,1 287 23.0 238 19.0 207 20.0 207 231 15A 207 10.5 22a N 4'n N
1201n 22.0 229 223 209 18.3 220 18.6 205 15.7 220 16.2 U X Q 0
Z ,
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: �a� �Q
Anchor Ceaci Tablelbs /ANCHORCAP.,�,,\� - w �
Suaslmle: 2.7kConereto 3,5kCam. H.11amcmu FinedCW PT Wood IAelel (D_)X` / ANCHORCAP._ 888
6116'Eke 114'38 Ekp 5116'Elco 1/4.33 Eko 1108 612 Sleet 81281ed MULLION CAP
.,,w,,,,
Anetarrypa 7116'Elea Ulirecon 174•Eke Uluecm Uluecon 3718'Eke Uluaoan 114'Eko Uluecan AggmGetor Ultrsoon AWrer3alor 8orvw(OS)8emw(05) 6erow(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor Cllp Pattame CAPACITY REQUIRED'CORRESPONDING TO AN
Edge gskneo 9nl 1' 2•iM 1' 0445lbS
3•uB' 1' 2-fIY 1' 2.112' 2' 3-116' r 0.40' 0.61' 0.324'
Embodmcnl n 1x14• 1.344' 1414' 2' 1.11P 1.114' 1.114• 1.114' 1.114' 1.1/4• 2- 1.718' 1.316' wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnshoieQ4.75'Min.O.C./Standard or 08se1 qlp(Fq.17 390IW 390[as 450 lb, 1644W 270 lbs 280 tbs 354 lea 740 los 3741bs 6041 lea 946153 341 too 442 lbs 600 as OPENING,WHEN IT IS LOWERTHAN THE MULLION
4 Anohae @ I.15•Min.O.0/9mndeM(Oro 461)Clip(Flg.2): 450 Me 700 IM NIA WA WA 390 lb. WA WA WA WA WA 0821W 6651 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anchos 035 MD.O.C./(2)24'5Angtecaps I(Fig.31. 780 lbs 780 lbs 680 lbs 1898163 5101os 560 lbs WA 7608" 74elbs 8801bs 1892 lbs 682 We 88 �Nfh
MULLION.IT WILL YIELD A MINIMUM ANCHOR
'A. ($OAS'Min.O.C.I ULIip,lnto.125•Alum.(Fig.4): WA WA WA WA WA NIA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
1 ArKhor/FCap(Fq.6t 185103 195 to$ 226 as 8221bs 13503 140lbs 177 ks 370lea 1871hs 332lbs 473IDs 170 to% 2211as ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhom(01.15'011n.O.CJF-UID 10.0. 2401113 USlbs WA WA WA foolba WA WA WA WA WA 341 ks 442153 ANCHOR CAPACITY TABLE, RODUCrRBVISBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, comP1YIn whh Ilia Florid
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, uIldlogCbdo �+
oveFiance NO
FIGURE 1: FIGURE 2: TABLE NOTES: -� 1.000° .._-,..� ate
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. Narnl adoRoductcontrol
1\(1(1111111///
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' ��,•''�1GF.NSF F,P
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �tP;' T1r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650° - �-; -
S
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a .•FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126'
THICK.STEELSTUDS TO BE A MINIMUM GRADS33AND.045-THICK(18GAUGE).STRUCTURAL STEEL TO BEAT "n •'•.,F<ORIOP.•'• \���
(1� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.850'MUWON :FS • .....•• �C���`
O I I THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. //�s�QNAL 111`
��jj 11�J A.LYNN MILLER,P.E.
FL P.E.958705
TABLE 5A ®h
Mullion Ca ao Tablo Ibafltl ;5�
Oponing Width(for vaNcelysperdirg mul Ions)or Opening Holght(for horizorialVspeming mullions) c5c!
501n 601n 701n 601n 00 In 10010 1201n 140 in 1801n 12 tl O
Rectangular McpTtang. Reclangulor TmprTdenp. Rectangular 'ft*Tdwv. Ruclengdiar hopRdan9• Reclanguler hoplMsng. Roclarr9Uar Trepmlanp. Raolanguler TreprMeng. ReclengWar TmpRdang. Rectangular TrapRdang• p¢as kkk
1"x3.126"x Loadng Loadng Loading Lcadng Loafing Loading Loading Loading Loafing Loadrrp Loodnp Loading Loading Loading Loafing Loading Londip Loading Sx
AffAlum _ a _ a _ �2 _ _ a_ _ a gzg_
Tubo Mull g � g yuy4 i5 g� � ani xx� a . a a ygI � � � fJ� � kg�� 9
Zia
0
4210 170.0 ON 170.0 435 170.0 744 170,0 476 170.01 868 170.0 506 170.0 992 170,0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 1170.0 1488 170.01 521 170.0 1735 170.01 521 154A 16021 170.01 621 1J W
461n 170.0 1 708 170.0 624 170.0 850 170.0 684 170.0 092 170.0 030 170.0 1133 170.0 601 170.0 1276 170,0 077 170,0 1417 170.0 880 157.7 1577 170.0 080 135.1 1577 170.0 060 118.2 1571 170.0 600 M �egg N
50.M6In 170.0 747 170.0 663 170.0 690 170.0 631 170.0 1048 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1491 170.0 756 141.7 1495 110.0 758 121.5 1495 170.0 758 108.3 1496 170.0 760 W o 0 0
54 In 170.0 707 170.0 012 170.0 VA 170.0 091 170,0 1118 170,0 764 170,0 1275 170.0 803 180.1 1401 170.0 837 149.5 1401 170,0 BSB 124.0 1401 170.0 681 108.8 1401 170.0 681 MA 1401 170.0 Bat m co
80 in 170.0 685 170.0 701 170.0 1003 170.0 707 156.5 1158 170.0 678 136.7 1166 107.0 028 123.3 1156 160.6 017 111.0 1168 149.7 010 025 1158 144.6 903 79.3 1156 144.5 903 80.4 1168 141.5 903
631n 170.0 030 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 560 119.0 1019 111.7 640 100.5 1049 132.0 030 95.9 1049 125.5 826 79.9 1049 110.3 820 04.5 1040 116.9 810 59.9 1049 118.g B19
{ (U� 5
to 68 in 160.8 855 170,0 789 139.0 055 151.3 664 110.1 055 133.7 780 1013 955 121.4 775 92.6 955 112.0 765 63.4 955 108.4 757 69.5 955 Me 749 59.0 053 90.7 74e 621 955 08.7 718 Z Eq� �
721n 125.6 603 131,9 897 107.0 6603 114.9 082 91.6 803 101.1 810 60,3 00.1 9f.2 050 71.4 603 63,9 049 043 603 76.0 e42 53.5 803 723 832 45.9 603 00.8 628 40.1 803 69.7 027 0 V) 9
INZ
766 In 109.2 MI 114.1 029 01.0 721 07.0 010[47.0
721 65.1 605 66.3 721 70.5 695 60.7 721 70.1 666 s4.e 721 OSA 570 45.5 721 69.4 660 39.0 721 56,0 584 34.1 721 50.1 503 J
r
781n 101.0 084 105A 699 81.2 681 69.4 5A7 884 70.4 570 63.1 604 70.4 667 50.1 684 64A 55a 50.5 684 59.0 551 42.1 664 54.1 541 38.1 684 51.3 638 31.8 584 50.6 W4 Q N O
00 In 85.6 514 67.9 458 54.6 514 57.3 449 514 50.0 440 41.1 614 44.8 433 38.5 514 40.5 427 329 514 37.3 121 27A 814 33.0 412 27.5 51! J0,4 400 20.0 51{ Z0.0 403 U? Z
0010 54.2 452 65.7 404 45.2 452 47.0 390 452 40.9 390 33.9 452 38.4 384 30.1 452 J2B STB 27.1 452 30. 26.8 355 18.1 152 2131081n 38.1 J57 Se.O 2 31.7 357 323 317 357 26.1 312 23.8 357 25.2 308 21.1 357 Z21 303 19,0 357 20. . . .111M 35.1 338 35.8 306293 339 30.1 301 3J8 20.1 290 21.8 JJe 73.1 292 19,5 339 70.6 288 17.5 536 iB.O 284 11.0 330 i6.S 216 12,5 37e 11,0 273 11.0 3J8 13.8 289 12010 21.7 289 25.2 283 289 20.5 250 17.3 289 16.1 252 15.4 289 10.3 219 13.8 209 14.9 249 11.8 298 129 210 0.9 298 11A 230 8.7 250 10.4 232 UQ X Q 0
� Z y N
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCe ael Table Ibs ANCHOR CAP„�,,,�,
SuOelmle 2.7kCorcrae 36kcne. limaC1AU FOW0.1U PTWaod Metal (DP_)X� )-ANCHOR CAP.,,, A
UK Elco 1d'S9Eko S/10Elco 14•SSElco 610SIod M2SIeel 012SleeI MULLIONCAP.,,o,,,_
AnehorCllpPalfeme AntnofToo. 3'IB•ElcoUnrdcon 1/4•Eke URmcon IlSracon ylcEkoOnram V4-Ek AgglWalor Mean A9gre0tior screw(G5)straw(G5) strew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge dslarce pn 1- 2-112 1' 2-v4' 3.119' r 2.12• 1• 2411 2 31/8' r 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Eg dnenl n 1314' 1a4• 1314• tam• 2• 1.14• 1-114• 1.114• 1.14• 1.14' 1.14• r tare• tare• safes ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnchOrs 04.76•MIR o.C.l ffi8i VaOnsel c0 (Flp.1) 3B0IDS 390Ibs 410 its 0901Ie 1611169 270los leo los 35tlba 7401Ls 374 ms 661 me 9l8lbs 341 ms 442 Its 560Ice OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arcnoo 01.16'MUL O.C.191aMaN(a g6el)Cap(R92) 4W Its 70D 164 WA IVA NIA IIIA 380 Its NIA IVA IIIA IVA IVA 682103 8951¢1 11201DS CAPACITY(FROM THE TABLE)OF THE SELECTED
4 MOW@ •IAIn.O.C.1(2)245 Argie Capsl(Flg.9i 7801Ds 70D Its 690 IDs 15W los 1098 Its 540169 560 Its NIA 760Ibc 74S Its SW Its 1692164 61121DS 286853Ies 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
3ArcMrs 0 DAY Min.O.C.I UCUp,Into.125'A..(FI9.4 IIIA IVA IIIA IVA NIA I IIIA IVA NIA IVA NIA IVA --IVA-- IVA IVA 1073Its CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ancloff-Cilpflo.6 196 M3 105 Its 225 Its 44510o 822 Me 135 IM 140105 1771¢ 370 Its 10716s 332 Its 473 So vus 221 Its 28o as ADDITIONAL ANCHOR OPTIONS FROM THE
2AncMn®1.151 IJIA O.C2 FCO 6'1 240163 350 Its NIA IVA NIA HR 190 fm NIA ILIA NIA IVA IVA 311 Ms 442I1e 6601oa ANCHOR CAPACITY TABLE. RODUCTRBVISBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. isOto IL9Pbr(da
1-1.000'-1 cc No - 090
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i c Product Control
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
Lll{Illif/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125• \���� pNy „..,
'��•'' '•e
FIGURE 3: '
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '� ,, 1,NCENSe •, .Q
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /• No.58705 'k
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .600• � �"""z-...y,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED A •, ''
FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126' 1'X 3.126'X.6'MU ON 0 STATE O5 •>[C/��
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '� •.,ALORIDN•' ���`
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (7'VF MULLION) ;F ....
THE MATERIAL.1710 8 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ��IS S�ONAL
A.LYWMr ILL1��,P.E.
FL P.E.#56705
TABLE 8A W v
Mullion Capacity To to(lbsln7)
Opening Width(for lsr8cellyspenni g mullfons)or Opening Height(for hod7nnloW-spam g mullions)
501n 601n 701n 80In 00 In I 100 to 1201n 1411 in 1601. • p
Rectengular TrapMeng. ReclenBular Tro"ng. Rectangular Trepinleng. Rectanguor TrapRrknB. Rrolengulw Tropl WIt Reclan9der Troplidonp. Rrotanguler Treplrnong• ReotongNer T7epRdang. Roetenouter 7rapRdwg. a
1x4%,126 Loafing IAsdng Loafing Loadng Loafing Laeft Lotdng Lmdng Loafing Loadog Lowing Lmdng Loading Lowing Loafing Loaning Lowing Lcadng �yr
Ahun.Tube
Mull
z L
421n 170.0 620 170,0 435 170.0 7M 170.0 478 170.0 868 170.0 We 170.0 992 170.0 619 170.0 lIt6 170.0 521 170.0 1240 :170.0 521 170.0 1468 170.0 521 145.6 1469 170.0 521 127.8 1469 170.0 521
48 In 170.0 708 170.0 524 170.0 660 170.0 604 170.0 992 170.0 630 170.0 1133 170.0 6661 170.0 1276 170.0 677 160.3 1303 '170.0 880 130.31303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 880 _
50.0251. 170.0 741 170.0 581 170.0 690 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 160.1 1235 170.0 747 140.6 1235 170.0 768 117.1 1235 170.0 7666 100.1 1235 170.0 768 97.8 1235 170,0 768 2
641. 170.0 791 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1168 170.0 SJ7 123.8 1168 170.0 6660 102.9 1168 170.0 661 68.2 1158 170.0 86t 772 1168 170.0 581 m M
60In 170.0 085 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 032 125.1 1042 140.7 815 111.2 1042 130.0 601 100.0 1042 130.2 791 113.4 1042 125.1 7112 71.5 1042 125.1 762 825 1042 1281 782 � co
8114 170.0 830 170.0 745 151.2 992 101.66 818 120.8 9662 144.4 7669 113.4 6692 131.0 7662 100.8 002 121.4 788 80.7 BB2 114.8 766 76.8 902 1068 745 81.0 882 I08.0 744 68.7 6692 108,0 744
F 6614 165.4 847 170.0 789 137.6 947 148.0 7e6 118,1 947 130.3 785 103.4 017 117.7 752 91.9 847 108.7 738 82.7 947 102.2 727 88.0 047 05.1 713 69.1 947 94.0 711 51.7 947 04.0 711 Z
8g E721. 136,0 &9 112,7 737 1132 019 121.6 722 87.0 819 108.0 708 64.9 849 80,4 690 76.6 8466 68.7 668 61.0 649 827 078 58.8 649 76.3 659 18.5 8466 72.6 852 42.6 849 72.1 651 = D.
S 781. 118.8 762 120,7 685 99.3 762 102.6 862 62.6 762 80.0 610 M.2 762 80.8 629 81.2 782 712 820 57.6 762 692 813 48.1 762 62.8 602 41,3 762 69.9 597 30,1 782 598 896 YA Z
f 781, 106.9 724 IIIA 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74A 699 59A 724 68.1 591 638 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 $67 33.4 724 63.5 665 J r
J
801. fi9.0 543 71.0 483 68.0 613 60.7 474 49.7 543 62.8 468 43.6 6{J 47.1 456 38.6 513 42.6 452 31.8 WJ 39.6 NB 29.0 543 34.9 436 24.6 613 321 430 21.7 643 30.7 428 Q N
Q Z
966 In 57.3 4766 58.9 427 47.0 478 49.7 419 40.9 478 43.2 412 36.6 478 36.6 406 31.8 478 34,0 400 28.7 478 32.0 363 23.9 478 28.1 306 20.5 476 25.6 360 17.9 476 242 376 N 4yp �
too In 40.3 377 41.1 341 315 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22A 377 24.0 321 20.1 377 22.0 317 18.8 377 19.0 J10 14.4 377 17,1 304 � a-
111 In 37.1 357 37.8 323 30.9 357 31.8 310 26.8 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 16.5 357 20.1 301 16.1 357 17.4 294 x
1201. 20.3 306 29.0 210 24.8 308 25.1 271 21.0 308 21.7 270 16.3 308 19.2 267 16.3 306 17.3 263 U X Q
1441. 17.0 212 17.2 1966 Q Z liu)l
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0Ano orCa soli Table Ibe ANCHOR CAP.,,,,,,,,, w�'
eubslmle: 2.7kWncrete 3.5k Cow. Ho9arCMU FnIedCA1u prwtod Metal (DP,,,)X� )=ANCHOR CAP.,,,
8I18'Eko 174.89 Eko 5118•Elco 114.88 Eke 0106teel 81261ee1 N1261etl MULLION CAP.,,c,,,,a,
Anchor Cllp Pattem9 Anclar Type' 311Y Eke Ul9acon 174•Elea Uluecm W Woo. 3116•Blco Ulurcan 114•Elco Inueton AnmGeW Ulllecon AggmGalw 8,(05)screw(G5) Scren(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eelgogwnca5n7. I' 2.1x' 1. 2.1n' 3.18' 1' 2-11r r Zan' 2' 3.11Y 2• 0.48• 0.54• 6.324• CAPACITY RED IRED',CORRESPONDING TOAN
Embedment Mt I.314• 1.314• 1.314• 1314• 2• 1.14• 1.14• 1.174• tan• 1.114• 1-v4• 2' me tale• Innes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anewm®4.7V Min.O.C.I Standard or Offset CHp(F4.182): 3901b5 3901bs 4501bs 6690 ros 1644 lbs 2701bs 28011es 354164 7401bs 3741611 B841bS 0401bs 3411bs 442rbs 569Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anthea C 2.25'Min.O.C.I Standard(wORse*CBp(FI9.3): 700 ibs 7001bs 5801bs Mt01bs 9521bs WA 5601bs WA 630 11's WA 680Ibs WA 68216 $85 The 1120[be CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anchm@J.tY Min.O.C.I Standerd(orO%e0 CUP(Fig.41: 960 roe 140oros WA WA NIA WA 760 ros WA WA WA WA WA 13831b3 17701be 2240 tw MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchm@3'MIa O.C.I(2)216 Angle Clips I(Fig.5k 7801bs 78D Me 080 IN IMO 163 1890 WS NO W01bs WA 7oolbs 7481bs 8801bs 1892164 6821b3 WS Ibs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
BAnchm®3•MIn.O.C.I(2)2s6An01e Cops I IFN.e): 1170 It, 1f101bs• 10201bs 23401DS 2a44 IIA 610 ros 8401bs N/A 11401bs 1122 ros 1320 ros 25381bs 1022Ibe 1327109 1880 ibs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors COAVMin.O.C.1 U C10,Ink.12YAlum.(F1g.77 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130104 ANCHOR CAPACITY TABLE. FRODUCFRBVI9®
2 Anohon@2.25'MIn.O.0/F431p(Flg.8k 150 ros 350 fee 200103 705164 476 lbs WA 2801bs WA 3%lb WA 440lbs WA M1Ibs 4421hs 1410169 as cotrlplylna wllh the Plorlda
4 Ambers I.IV Min.0,C]F-011)(Fig.0): 480104 7001bs WA WA WA NIA 380 lb, WA WA WA WA WA BB21bs 885lbs 1120 lbs Bund
418Oodo
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000" f- cvro10rt No •v2
TABLE NOTES: Aleml eProductControl
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE
4111111117!/
• • • • • • • • • • Mo. SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. did VA
O2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" �'. No.50705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %p0•'• t TATE
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0690.WOOD SHALLBEMINIMUM
OF.125'ATED YELLOW .126' '•.,.aCOR10 .•C`?:
SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12G THICK.STEEL .........
C1
STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25•THICK isS/ONA�-
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.#10& 1'X 4'X.125• /r 1 111
#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNN IyI1�L P.E.
FL P.E.#58705
TABLE 7A ®g p•
Mullion Capacity Table Ibatfe) S
Opening Width(forvorticaly-spamtng mullions)or Opening Helght(for horitontaty-9penri g millions) � C
so in 001. 701n 9 in 90 In I01)In 1201n 1401n 180 in
1x4%.376 Rectangular ttepRdeng. Rectangular TroplTdang, Reolengular ttaplTdeng. RectonBWw TroplT4en0. RectenOuter TraplTdang. Rectangular TmNT4eng. Rttisnpuler ttapRdone. Reclonguler Trapnlian9• Rectangular in DID.
Loading Loading Loading Loading Loading Looding Loading Lading Loading Loading Loading Loading Loading Ioodng Looding Looding Loading Loading YYYY GI
Alum,Tube
$
Mullion 1 §yin qpqF sg F 5Fgkg�$g y�Fpyk �sg F F1eqFy
Z
421n 170.0 020 170.0 435 170.0 744 170.0 470 170.0 866 170.0 SOB 170,0 092 170.0 610 170.0 1118 170.0 521 170.0 1240 170,0 521 170.0 1d80 170.0 621 170.0 17]5 170.0 621 110.0 198] 170.0 521 O W
461. 170.0 708 110.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 170.0 1417 170.0 6N 170.0 1700 170.0 600 170.0 1963 170.0 ON 151.8 2024 170.0 080
60.625In 170.0 747 170,0 683 170.0 690 170.0 031 170.0 1045 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 179 170.0 756 166.0 1818 170.0 760 136.5 1918 170.0 756
o
541n 170.0 797 170.0 612 170.0 058 170.0 891 170.0 1118 170.0 764 170,0 1276 170,0 803 170.0 1434 170.0 037 170.0 1694 170,0 656 159.9 1799 170.0 Sgt 137.1 1799 170,0 Set 120.0 1789 170.0 681 m M O
601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 ale 170.0 1417 170.0 944 170.0 1594 170.0 99 155.5 1619 170.0 1033 129.6 1810 170,0 1063 111.0 1619 170.0 1063 07.2 1819 170.0 1063 rD J
91n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170,0 1015 156.7 1642 170.0 1078 141.0 1542 170.0 1122 117.5 1642 166.6 1158 100.7 1642 167.9 1167 96.1 1542 167.9 1157 j
66 In 170.0 974 170.0 789 170.0 1169 170.0 09 170.0 1184 170.0 1002 160.6 1472 170.0 ON 142.6 1472 168.6 1148 128.6 1472 158.6 1130 107.1 1472 147.8 1108 01.0 1472 146.0 1104 80.3 1472 140.0 1104 Z
721. 170.0 feet 170.0 879 170.0 1275 170.0 199 150.9 1320 166.2 1101 132,0 1320 149.9 1002 117.7 1320 137.8 1068 105.0 1320 126.0 1049 88.0 1320 117.0 1024 76A 1320 112.6 1013 86.0 1320 112.5 1012 j d A
761n 170,0 1122 170.0 037 149.6 1194 169.4 1013 1262 1164 139.9 891 112.2 1184 125.7 978 90.7 1164 115.3 884 69,9 1184 107.5 052 74.6 1194 07.6 95 64.1 1104 93.1 027 %1 1104 02.3 025 (1) Z
78 in 168.1 1124 170.0 987 138.4 1124 147.0 965 118,6 1124 128.5 947 103.8 1124 115.6 91 82.5 1124 105.8 018 03.0 1124 98.5 906 692 1124 09.0 080 59.5 1121 61.1 881 51.9 1124 83.2 078
J
go In 108.1 614 111.6 760 90.1 814 94.3 738 77.2 944 62.1 724 87.8 844 71.3 712 60.1 811 60.5 702 61.0 814 81.1 691 15.0 944 111.2 876 38,6 81{ 60.0 681- 33.0 644 17.7 662
961n 89.1 742 91.5 683 74.2 742 77.2 652 83.6 742 67.2 641 65.7 742 59.6 91 49.5 742 54.1 622 M.5 742 49.8 614 57.1 742 41.8 600 51.0 742 19.e 14911 27.0 742 37.6 684 F• to p O
1051n 02.6 685 9.9 530 52.1 560 53.6 521 44.7 668 46.6 613 39.1 We 41.4 605 34.6 688 37.3 495 31.3 568 34.2 492 20.1 1488 28.6 481 22.1 666 20.8 472 19.5 566 24.7 466 4Cn q,
Ill in 57.6 655 68.8 503 48.0 555 49.6 495 41.2 555 42.9 487 3a.0 655 38.0 480 32.0 555 N.2 473 28.8 555 31.3 467 24.0 655 27.1 457 20.6 555 24.3 448 18.0 855 22.4 442 � y
1201n 46A 175 16,4 437 38.0 476 39.0 428 32e 475 35,7 420 28.5 475 28.0 414 25.5 475 26.8 409 228 475 241 401 18.0 475 21.1 196 16.5 476 18.7 187 14.5 476 172 381 U Q y
1441n 28.4 ]30 28.7 306 22.0 330 22.4 301 16.0 330 18.3 297 16.6 310 17.0 293 '0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q. �0
Anchor Cape lTable ba ANCHOR CAP.,,,,,,,,,
8uoslmle: 2.7k Commlo 3.5k Cone. Hollow CMU Feed CMU PT Wood Moral (DP,,,)X )=ANCHOR CAP.-
2.7k
1l4.83 Eke Y1B•Elco 114'68 Eko p108leel p1281ee1 p12 steel Clip Patterns Anc arrype: .3110'Elea UlUacan 1/4'Eko lAieeon uluxonh1wo UlUtton 114 Eko Ul nom AggroGator111612. ApgrcGalor 9erox 1061 Bcmw(G5) SaeW(O5) USE THIS FORMULA TO OBTAIN THEANCHOR
Edge Clste.co(InY 1' 2-trr t2.1re 3-118• 2-12• t• 2.111 z• 34/8• 2' DAA 0.64• 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN
EmDedmtot MY 1-314' 134' 1-314• 1.314' 2' 1-114• 1.114• 1.114• t-I/1` 1-1140 2• 1-316• 1-3l6• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchol5@4.7e MI5.O.C.1 Slsndard orO6eet Clip(Fq.162k 390lbs 3901bs 450 tae 890Ica 1644 too 200119 3N Ibs 74010.9 374 tae 664lbs 940lbs 341 to$ 14211$ 6801b$ OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMh0r$@2.25•MN.O.C.1511ndaA1Wv ol)UPPlP10.3Y 700lb$ 7001bt SBO lba 1410 roe 952 Ins5601bo WA 6301bs WA New WA 602 No 685lbs 1120 lot CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnahae@1. 'N.o.C.I BteMazd(a ORael)Cep(Fq.4Y 88010.9 1400115 WA WA WA7601go WA WA WA WA WA 1391bs 1770 tos 22Ao ibeMULLION.IT WILL YIELDA MINIMUM ANCHOR
4 Anchorn@3•MI.O.C.1(2)2x5 Angle CUP$1 Tlo*SY 780 lbs 750lbs 880IN 1560 too 1898 iba 560 to, WA 760 1b, 748115 We[be 189211,9 6B2 Its 685los 1120119 CAPACITY WHICH MAY BE USED TO QUALIFY
BAnchore @ 3•Min O.C.111"1211 Angle Clips I(Fig.eY 1170 lbs 1170Ibs 1020 Ica 2340[as 2844 Ica BID Ibs 840119 WA 1140lbs 11221M 1320 lbs 28381b3 1022 lbs 1327 Ibs 1650 lb.
ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchaa®0.15'ASn.O.C./UClip,klo.125•Atum.(Fq.7t WA WA WA NIA WA WA WA WA WA WA WA WA WA NIA 1430 lbs ANCHOR CAPACITY TABLE. RODUCTRBVISBD
2Aoch0.02.25•MI%0,OJFCOPffq.6Y 350 Ws 3501be 2911$ 705109 476TH NIA 28010.9 U, 115 Ns WA 440111- WA 341111- 442lbs 560 Igo wrDplylrrelvpb1110P1orlris
4 Anchors 1.15'Min.O.CJ FCUP(Fq.OY 480119 79119 WA WA WA WA 380119 WA WA WA I WA IWA 682@a BBS IM 1120101- axplanceN
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -••j 1.082• f-- --j 1.000` r- cxxpimlto,'au ,ZM.
TABLE NOTES: `Ai9.bade 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 SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 I I I I Ill
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000 4.000' No.50705 'k
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -
FIGURES: FIGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �-O( 'S Uj
• • • • • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :Q�•• / TATE
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ..........OR10P,.•'G���
8083.75 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375' L .3�7I'5i�s
CHORS L
ANGLE CLIP(FIGURES 5$6)MUST BE USED IN PAIRS.
INTO METAL SHALL EXTEND AT18 GAUGE). TLLEAST 3 SCREW THREADSSTEEL TO BEAT IBEYOND THE MATERIAL.#10$#112 1'X 4•X.375• 1'X 4'X.376' I //SON E! 1'\`
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN Iu.#68 0 P.E.
FL P.E.#68705
TABLE SA R2ttL;�7
Mullion Capacity Table Ib61ft2 APR
Opening Width(for wlllcelyspemingm0ons)orOpening Height(for hod•rd6y-spsnnl multlons) �F10� i
501n s01n 70 In 801n BO In ID In 1201n 1401n 18o1. lid
126„>< Rectangular 7leprftleng• Rectangular Tut"on9• Rectangular 7Tep/ma.9. Rectangular Rapfil9ng. Reclnngulor Tie"Ing. Rectangular Trop en0• Roolengular TroplTd¢n0• Recten0ulor Tr0p71rlang. R¢etm0ular Trap lump.
Loafing Loafing Loafing Loafing loafing Lwdng Loafing LoadnO LaadlnB Loading Loafing Lmdng Losing La 'a
Loading Loafing Loading Loafing
3.186"It
.286'Alum d
TOboMull � � a � � � �� � � � � � � a h � m
z �
42 in 170.° 020 170.0 435 170.0 744 170.0 470 170.0 665 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 170,0 521 170.0 1735 170,0 521 151.8 1769 170,0 621 _ W
481. 170,0 708 170,0 524 170,0 BSO 170.0 681 170.0 892 170,0 630 170.0 1173 170.0 881 170.0 1278 170.0 877 170.0 1417 170.0 880 151.6 1610 170.0 6110 132.7 1548 170.0 680 118.1 1816 170.0 860 J W
50.825 in 170.0 747 170.0 663 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 ties 170,0 723 170.0 1345 170.0 747 IVA 1488 170.0 758 139.2 1466 170.0 760 119.3 1466 170.0 766 104.4 1466 170.0 768
64in 170.0 791 170.0 612 170.0 980 170.0 001 170.0 1118 170.0 784 170.0 1275 170.0 803 163.1 1378 170.0 037 148.8 1376 170,0 850 122.3 1378 170.0 881 104.8 1378 170.0 681 91.7 1370 170.0 881 on M O
so In 170.0 605 170.0 701 170,0 1063 170,0 797 158.0 1150 170.0 878 139.0 1168 167.4 930 123.6 1158 158.5 910 111.2 1169 150.0 9t2 92.7 1158 144.8 905 78.4 1158 144.6 BOS 69.5 1168 144.0 905 J
W
631. 170.0 930 170.0 745 160.1 1081 170.0 850 137.2 1051 155.8 862 120,1 1051 112.0 &B 100.7 1051 132.3 837 88,1 ID51 128,7 BJO 80.1 1051 118.5 822 88.6 1051 118.1 821 60,0 1051 118.1 811
601n 187.1 957 170.0 769 139.3 057 151.6 805 119.4 057 134.0 700 104,4 957 121.0 777 928 957 112.6 767 83.6 957 i0e.0 759 69.6 957 1°0.0 760 59.7 057 939 746 52.2 051 98.9 748 Z J
c721n 128.7 604 135.2 608 107.3 004 116.2 6B4 01.9 604 101.5 671 80,1 604 9tA 660 71.5 804 04.1 650 64.4 601 76.6 843 53.6 804 72.3 633 18.0 604 89.9 029 40,2 604 69.6 626 = m
701. 109.4 772 114.4 MO BIS 772 872F35.8
722 05.3 606 66.4 772 76.7 5% 80.8 722 70.3 588 94.7 722 65.5 580 45.6 722 58.5 570 39.1 722 66.7 565 34.2 722 68.2 504 �J Z
o Q to
2 76 In 101.2 685 108.6 60D 64.4 685 69.8 60.5 78,5 577 63.3 665 70,6 688 602 655 84.5 560 50.0 605 80.1 553 425 BBS 64.3 543 36.2 885 SIA 537 51.6 885 50.7 SW H N r•
901, 65.0 515 68.0 457 54.9 515 57.5615 50.1 441 41.2 515 44.7 434 38.8 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.8 515 29.1 404 Z x z Q,04
O
961n 54.3 453 56.6 404 45.3 453 47.1 453 41.0 391 33.9 453 30.4 385 30.2 453 33.0 379 27.2 453 30.1 371 22.6 157 26.8 368 19,1p108 in 38.1 355 39,0 323 31.5 358 32.6 355 2&4 313 23.8 355 252 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 203W M1111. 35.1 338 36.8 30829.3 338 30.1338 28.1 297 22.0 330 23.2 203 10,5 338 20.9 209 17.6 338 19.1 285 x x
to
1201n 27,8 290 26.3 284 23.2 290 23,5 200 20.6 256 VA 290 16.2 253 13.1 280 16A 219 U ry Q
1441n 16,1 201 10,3 'Be d
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: � Z ��'a
Anch.5x ecl T5b1e165 ANCHOR CAP.,, ,,,,
Su0s1218
2.7k C
oncrete 3.5x c. HtlbwgdU FIBe0Ch1U P74Ymd 1.1.441 (DP_)X( �=ANCHOR CAP.,,,
5119 Eleo 91'89 Eko 5119 Eko 114'55 Elco 4108148 a12S1m1 alt slcel MULLION CAP.,,,,,,,.,
gnchorCllpPettem5
Anchor 1y" 3'16'E1coUSracm oUh__ UOmeon 3'19FJeoUttrd<m v4•EkoUmacon ApgeGelor unr4cm A�roOata 9cmw(G5)screa(Ou7 ScreN(as) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge(lslarae 0n) t• 2-v2• 2-u2 3-tla• t• 2.112 I. 2•v2 2 3118• 2 0.48• 0.64' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
EmOadnmt n Lara• ta4• fad• 2• t•tM• t•v1• 1.1/4• t-v4• f4/a• 1•Va• 2 1-are• 13.9 vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anshan @4.76,Iiia O.C./Standard ar Omel ClipMe 1): 300!be 700103 lb 890 as 1654 IDS 270 IDS 28010S 351 lbs 740103 3741es 661 Me 015103 311108 442 Me 660 Me OPENING,WHEN IT IS LOWER TFWJ THE MULLION
4 Ar%hdn Q 1.15•Mia O.C.ISlmdald(CC Mei Cllp Mg 2)' 400109 700114 IUA IIIA IUA 98010s HIA IUA NIA IUA IUA 682Ibs 885Its 112D Ib9 CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArchwsQ9h11n.O.C,7(2)215 Argle COpsl 4 7B0los 780 W9 15m Ib9 1096104 610108 680IDS tl/A 760108 748los l{BD Iba 1882118 lR21Ds 805108 1120Ice MULLION.IT WILL YIELDA MINIMUM ANCHOR
4A.W.01 45131inl,0.C./UCIIp,Into.126,A1um. .43 IIIA IUA IUA IIIA IIIA IUA NIA IVA NIA IVA IUA NIAIUA 1430 a9 CAPACITY WHICH MAY BE USED TO QUALIFY
f Archor/FCU Ob 195108 1061te 445109 822 Qn Won 143 Me 1771DS 3701b9 187 IDS 33208 473108 170lbs 221 im 260104ADDITIONAL ANCHOR OPTIONS FROM THE
2AncmnQ1.IVMI110.CJFC0 96' 240109 350 a6 IUA IUA N1A 100lbs IIIA ?VA U/A ILIA IUA 311108 4429e 660 Ito ANCHOR CAPACITY TABLE. PRODUCI'RBVISBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B�mPh'NBwhh 1h5[1lodda
Ougdlh8Oo0o
Acc�plmt00 No - .•O2
FIGURE 1: FIGURE 2: TABLE NOTES: F--1.250'�I dry Std
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ,,,ltunProduet Conirnl
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 LYNN 1111,
FIGURE 3: GLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE OCENSF
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7144,
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, _ No.58705 ';
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM -91).W000 SHALL •'� ��
FIGURE4: FIGURE 6: FIGURE 6:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ���•'.• S A IS ;'
• 6063-T5 AND BEA MINIMUM OF.126'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND T ••a�
.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL 1.25•(I3.168•X ULL MULLION �(`s "'Z ORION•' \\��
• (1.1r4•VF MULLION) 1i ss
• � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 121 /0 � 1�
#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.CENNITy.(GLER,P.E.
•
FL P.E.#58705
TABLE 9A a �p
Mullion Capacity Table Ibolflz) S+H
Op9ning Width(forvorgeoly-spanning mumon5)or Opening Height(for horfzonla0y-speming InUtlors)
so in 60(n 701n 801n so In 1001n ' tile In 1401, 1601n LLO
1.26x3.26 Raelen9akr T.PlTNng. Reotangutar TnpTdanp. Reclangolar TmpRNnil. Reolengugr TrapRN'a. geclenpsla Tlalyfdeng• Reclan9ular ttapRdeng. Re4lenpdar Trap7Nnp. galenpdar TrepRNn6 Raclonguler Trep/7deng. d
Loading Lwdng Loldng LOeding Losdin9 Loadrg Losdng Loading L"am Lwdnu lnadng Loading L. no Lowing Loading Loading Lwdnp Loadng o
X.100Alum 7g�
Mull ons q£ qqpp 4p�� qqyy r ppry4 yp0.a pUpp ppy4 p9$�$ �' $�} yy M
H d S 4: d s d d d 23 Z s d 3 S 8 8 S 3 d d dd! d Z .- fA
421n 170.0 620 170.0 435 170.0 111 170.0 478 170.0 BOB 170.0 608 170.0 092 110.0 519 170.0 1116 170.0 521 153,3 1118 170.0 621 127.7 1118 170.0 521 100.6 Ilia 170.0 621 1S.S 1118 170.0 621 f•;
4B U 170.0 708 170.0 524 170.0 Me 170.0 684 187,8 87(1 110.0 830 146.7 SIB 170.0 681 130.4 B7B 170.0 677 117.3 018 110.0 BOB 97,8 ore 1700 680 87.8 878 170.0 800 73.3 018 110.0 680 LLI
w
609751, 110.0 747 170.0 563 170.0 898 110.0 031 150.7 927 170.0 634 OL9 927 158.5 708 117.2 827 1581 699 105.5 921 168.3 606 87,9 021 IOU 605 75,4 927 150.3 605 65.9 921 1687 805 Q.
54 in 170.0 797 170.0 612 154.6 868 170.0 885 132.5 969 153.8 883 Me 869 141.8 869 101.0 869 174.0 660 92.7 809 129.8 054 71.3 BOB 178.6 652 60.2 No 128,8 852 51.0 889 128.6 662LU 0
60 In 143.2 146 [43.8
834 118.4 718 02.3 620 102.3 748 117.8 608 80.0 110 101.8 689 18.8 718 101.0 692 71.9 7/B 009 681 69.7 740 03.3 887 61.2 7dB 93,7 681 14,0 148 03.3 683 m M O
f� N
871, 17].7 877 679 103.1 W1 113.2 668 88.4 alT t00A 653 17.3 811 91.4 618 68.7 877 05.2 530 fif.8 011 01.0 531 81.0 all 77.0 529 41.2 071 787 620 387 071 78.7 620 U O J
68m 107,0 017 630 69.7 811 07.6 510 75.9 817 88,3 Bell 67,3 017 76.3 500 89.8 011 72.6 494 63.8 617 68.7 189 11.8 611 64.4 497 78.1 017 03.7 407 33.6 817 63.7 del a
12 In 82.9 516 460 69.1 518 74.2 440 69.2 518 86.2 432 51.6 510 68.6 425 48.1 518 54.2 419 41.4 616 50.7 414 34.6 618 48.0 108 289 618 45.0 406 26.0 Bill 45.0 405 Z J Z 0e
761, 10.6 486 400 Sfl7 465 02.8 308 60.3 406 54.9 380 41.1 4BS 19.1 381 S9R 485 46.3 378 35,2 185 47.2 314 20.1 485 787 381 28.7 465 38.5 381 22,0 465 38.0 303 sd
TBN 85.2 441 381 64.3 441 67.7 379 d8,8 141 60.0 312 40.8 411 IS.4 766 38,2 141 N.e 300 32.6 141 38.7 766 77.2 441 34.8 349 23.3 441 33.1 340 20.4 111 32.7 316 Z
90 @ 42.1 332 205 S8/ 332 37.0 289 30.3 332 32.3 284 28.5 332 28.9 280 23.6 332 28.1 276 21.2 332 24.1 272 17.7 332 21.3 260 182 332 10.6 202 13.3 332 16.7BB In 35.0 701 280 20.1 201 30.3 258 25.0 201 28.4 252 21.9 281 236 218 10,4 201 21.7 2N 179 7Bf 19.5 241 14.0 291 17.1 270 12.6 281 18.8 232
108 in 24.8 230 05.1 208 20.5 230 21.1 205 t/.5 230 18.3 201 16.1 23o 18.2 Isa F X G CO p
11114 22.6 218 23.1 187 188 718 19.4 191 18.2 218 188 101 11.1 210 11.8 IBB N 80 �
1201n ITA 1 101 10.2 1 170 1 14.e 197 15.3 161 LU x Y Y
fA to
U a 0 O
L Z Q
TABLE 9B AnchorCe ocltyTabla(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ix
SWVmio: 2.7k Conctale 35k C4no. Ho11av CA1U
Filled=CMU Pi Wood MOW (DP)X/ANCHOR CAP.,,,,,,,,,,1 ANCHOR CAP.,,,
5✓18•Elco 1!1'89 Elco 5rI8'Elca 116'99 Eko tl10Steel 012 Steel 9128tetl IMULLIONCAP.,,W,,,,
Anchor Typo: 3118'Elco Ultrdcan 111•Eko Ullimm 3118'Elw UBreoon 114'Elco Uibecon
Anchor Cllp Patterns UMcai Aggra(7alcr UI9a9n Appreoelm scnw(05)Scrrw(CS) scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 01ateao0n): r 2.112' 1• 241T 3.15• r 2.12' 1• 1 24re' 2• 3416• 2' 0.48' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment n, 1.314' 1.3/1• fa/4' f-v4' 2' 1.114' 1.114' 1.114• 1 1411' 1.114' 1.114' 2' 10.18• tail' modes ACTUAL PRESSURE REQUIREMENT FOR THE
2Aalwre@4.7YMin,O.C.I S(anderd a O5ao1 Clip(Fig.1): 3w los 3001bs 450 lbs 090 lbs 1614@s 270@s 280 IN 3541bs 7401m 374 lbs 8811ee 0461ba aft lbs 442@. 560@s OPENING,WHEN IT IS LOWER THAN THE MULLION
4Andras®1.15•Min.O.QI Standard(of 011300 Clip(Fig.2Y• 480 Its 700@3 WA WA NIA WA 300 Its WA WA WA WA WA 682 lbs 685 We 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors 3•Min.O.C.1(2)7x5 Anab pips I(Ftp.3): 780 lba 700 Its 680 lbs 1560 lbs 1896 lbs 540 It- 5001as WA 760(bs 7401bs 880 lbs 1692 lbs 682@s 885 @s 1120b MULLION.IT WILL YIELD A MINIMUM ANCHOR
3",dans @ 0.54•Min-O.C.I U471p.Into.100'Alum.(Fig.# WA WA WA WA NIA WA WA WA WA WA WA WA WA WA1 050 @s CAPACITY WHICH MAY BE USED TO QUALIFY •.
IA l F OIA(Fq.5): 195 @s 195 @s 225 @s NS @s 122"o 135 @9 140 ft 1171bs 370 its 167lbs 332 lbs 473IN 170 P. 221 las 280 @s ADDITIONAL ANCHOR OPTIONS FROM THE
2Aatpre®1.f5'MIn.O.CJ F•Glp(Fq,et 240@a 750@3 WA WA N/A WA i80M WA NIA WA WA WA 341 Ito 442 lbs 500 IDS ANCHOR CAPACITY TABLE. RODUCPRBY188D
ca LOS whh the Florida
nndlayOpd4 4_ •01
FIGURE I: FIGURE 2: 1,260' captaoaoNo
TABLE NOTES: D
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Rimrfl ado Producl Ccutr01
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
1111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��v 01�� LYNN 47 Jig
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ': ., '�,10ENSF •. .Q i�
CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = -;• '•.lti
F* BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.,51'87_05
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100'
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE ���'•, S A .b�Js,•���
• 6063•T6 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �'��'•,,�'(ORIDP.•''�\��
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1,25'X 3.26'X.100' �i sis r��.`�
O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �ONA4 e5
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8S.S.OR 410 S.S. MULLION A.LYNN NIILIf �t,P.E.
FL P.E.#58705
TABLE 10A
Mullion Capacity Table Qbsl7ta)
Opening Width(forvar11rs8y-sparBdn0 mullore)arOpenln0 Height(for hod7nr/eByspendng mUllons) G
6 In 601n 701n 00 In 901n loom 120 in 1401n 1601n k{ 0
Reclonpuler TnpTdang. RacUnpular TlopRdang. Redenpulr TiepRdeng. ReUmgular TUpAdenO• Redan9ular TrepRdanO, Rodenpuhr TrapTdang. Radan9ular Trop/7danp. Recbnpuler TnpTdang, Reclanpder TlapReenp. YR n
126%326 Loading Loedlrrg Lmrop Loading Loading Loading Loedirg Loading Loading Loading 1.0.4m0 Lo4ft Loading Loading Loading Wrlmg Leading Loading Syr
X.624 d
MuIll- a & �� � >L�, ��, � a � $ e �e �� � �- 04
ll 3 as u o o u u9 0 ov u o o u u oe u u o u u 3 t1 u u u 'a m
t 11
8� �a � �� �� € spa a 83- �� x �a �a 8� 4i 8r� �.2 s'& 83- z tv��-..i•
421n 170.0 620 170.0 435 170.0 744 170.0 418 170.0 668 170.0 606 170.0 992 110.0 618 170.0 1116 170.0 521 INA 1210 170.0 621 770.0 14BB 110.0 621 170.0 11]6 110.0 621 170.0 1903 170.0 621 IU
48 in 170.0fU07
70.0 $24 170.0 850 170.0 504 170.0 992 170.0 630 110.0 1133 170.0 661 170.0 1275 170.0 677 110.0 1417 170.0 600 110.0 1700 170.0 680 169.1 1979 170.0 680 148.5 1979 170.0 680 bb
50.626 In 170.070.0 667 170.0 096 170.0 631 IT0.0 1016 170.0 604 170.0 1195 170.0 723 170.0 1316 170.0 747 110.0 1491 170.0 756 170.0 1793 170.0 756 152.6 1811 170.0 766 133.6 1677 170.0 756
Win 110.070.0 612 170.0 956 170.0 691 170.0 tI16 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 037 170.0 1541 110.0- 666 168.4 1750 170.0 86) 134.1 1769 110.0 881 117.3 1769 170.0 861 m
6o In 170.070.0 701 170.0 1063 170.0 791 PDA 1240 170.0 078 170.0 1417 170.0 944 161.1 1611 110.0 996 145.0 1611 170.0 1033 120.0 1511 170.0 1063 103.6 1611 170.0 1063 90.6 1511 170.0 1053 � (n c
631n 170.010.0 745 170.0 1116 170.0 860 110.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1310 164.0 1082 INA 1370 165.9 1072 69.6 1370 165.3 1070 78.3 1310 165.3 1070
661m 170.070.0 169 170.0 1169 170.0 903 155.6 1210 170.0 1002 1362 1248 158.6 1013 121.1 1246 147.1 1000 108.9 1218 139.0 989 90.0 1248 130.4 978 17.0 1248 129.0 976 68.1 1248 129.0 976 Z U)
j 72 In 167.870.0 878 139.9 1049 150.2 692 119.9 1019 02.1 OTS 104.9 1019 119.1 060 93.2 1049 109.7 048 63.9 1049 102.7 gag 69.9 1049 94.3 825 59.9 1N9 91.2 820 52A 1649 91.1 820
0 76in 142.749.1 022 118.9 911 126.8 805 101.9 941 111.2 191 09.2 941 100.0 771 70.3 911 91.7 766 71.4 941 85.5 757 69.6 941 71.6 741 61.0 911 71.0 7]i dJ.6 911 77.3 136 a :3 Z
78in 132.037.6 183 110.0 094 116.9 167 94.3 091 102A 153 82.5 094 91.9 740 73.3 094 MA 130 66.0 694 78.3 721 $5.0 894 70.7 707 47.1 894 67.0 701 41.3 091 66.1 698 Q � � c3
901n 86.988.759671.6 671 i/.9 50561.4 671 65.7 575 63.1 671 68.2 660 47.7 671 62.9 558 47.0 671 IB.O 651 35.0 671 13.1 639 70.7 671 39.7 till 26.9 671 37.9 526r0 ¢ N O
961n 70.012.8 527 69.0 690 61.1 510 60.6 690 53.4 $09 /4.3 690 47.6 502 39.3 $90 43.0 494 35.4 690 39.6 408 29.5 590 34.7 417 25.3 590 31.6 469 22.1 $90 29.6 461 X z ro O
tooln 49.7 466 60.0 421 41A 466 42.0 414 35.6 466 37.1 400 31.1 466 32.9 402 21.6 466 29.7 396 24.9 466 21.1 391 20.7 466 23.6 782 11.6 166 21.2 375 16.5 466 19.6 770 (n to 0 �
III In 45.8 411 46.1 400 30.2 441 39.3 393 32.7 441 74.1 387 28.6 441 30.2 382 26A 44t 21.2 376 22.9 441 24.9' 372 19.1 441 21.6 363 IBA 441 90.3 356 14.3 441 17.6 351 ��ii
1201n 36.7 318 38.9 311 302 378 31.0 339 25.9 3}B 28.0 3]d ?2.1 770 23.7 329 20.1 370 21.3 326 18.1 370 19.5 321 15.1 370 16.7 711 X Y
O
t441n 210 262 21.2 242 17.6 262 17.8 239 15.0 262 15,3 236 (� N Q O 0
d ' Z�(J) 1n
TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2
Anchor coned yTeble(Ibe) ANCHOR CAP.,_,,,,
SumI21e 23K Concrete 86KCone. Hollow MW FItIPACIAU PTWOoo 611.43-1 (DP..) )=ANCHOR CAP.,,,
Ws'Elco 111.99Eko di6'Eko 114'99E1co giD9fetl g1231oe1 g129tee1 MULLIONCAP. ,,,,
AnehorClipPatteme Mcnarype 3116•Elea ugrsm II/•Ekoultreton 3'tPEleounram 1/4'Elco �� W ( ) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Unlacon Edo Ullracttl A rcOalor Strex GS Strew(05) Screw p35)
E mlarce n r 2-ur 1' 2-1r 3-118' f• 2-12' r 2412 2' 3110• 2' 0.48• 3-54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emlxdnenl n 1914• 1.914• 1314• 13'4• r 1.14• 1.114• 1.114' 1.14' 1.114• 1.114• 2' 1-are' 1310• weds ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anthers®4.76•I41rL O.C.I Slandam aOtael CUP; 1) 3DD Im 390 We 4'A Im B901Ds 1644 Io5 2701Ds 20D lot 354 lot =IUANIA
664103 916 Me 3111bs 442nd 160 ke OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Antra @ 1.15•fA1n 0.Q I Slanoare(or a6egcup Mg 2) 48D lot 7031m t11A IUA IIIA WA 800103 IIIA IUA IUA L821bs 885Im 112.0Im CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMhM@ 31 IAIn.O.C.1(2)2t6AngteCll I(Flg.93 780 M9 780 he 680 los 16M lca 1098103 510lbs 6mm 11A BOOM 1892108 6921bs 885103 I120ka MULLION,IT WILL YIELD A MINIMUM ANCHOR
3Arciors®0.51•Mtn.O.3-/UCOp,NIo.100'Alum.(Flp.d)' IIIA IUA NIA IUA IIA IIIA IUA IUA IUA IUA IIIA IUA 9501m CAPACITY WHICH MAY BE USED TO QUALIFY
I Artlnrl FC6p p.6} 165103 105 225lot 445 He 622 Me iWbs too lm 1771bs 332MS a731m 170109 2zf 23- 2Bo 4m ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISBD
2 AfltlerS Q l.IU'IAIn O.0/FCO p. 24010s 3'AIm IIA IUA NIA IIIA 1001m NIA WA t1A .1 lot 412Im ffi0 im ANCHOR CAPACITY TABLE. at
u0dingly0odp hhNeFiodda
o0epavlw
FIGURE 1: FIGURE 2 TABLE NOTES:
t2W
0 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • h�Produa Cmuro
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
/1111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� oNy L IV,yyz
FIGURE 3: ``�� ''',ICENSF''•�FQ
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS )1' r r
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No. 1870 t _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4, / •L�( J S:'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '•, STATE OF �1(/�
• 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'��••,.FCOR1pP,.•'G.��
045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL i S "'•"•
Q
UL-0-1
Le-
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624* /,`9/0NA1-
N10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S.
• MULLION A.LYNI.E.#5870 P.E.
FL P.E.>t 58705
TABLE 11A
Mullion Capacity Table pbeetl)
Opening Wdth(toryod(caly-spanning mNlons)orOpening Haight((orhollzor/alI&PonnIng millions) C�s r!
SO in do In 70 in 801n 901. 100 in 1201n 14D in Hain ffi' 9
Roclangular Trop7dmg. R¢ton9,Au Laprrdan9. Raclengubr Tup'rdmg. Reciengular TrepIrdang. Radangulor Trap/rd0ng. RoctenSol., TnIp/ldang. Reclmgul.1 Tuprdang. 11.00 90., Tmp/Trfmo. Raclengolar TrapNllang. 4 1-
1Z6624 Loading Loading Loafing Lowing Loading Loading Load. Loading LOad'ug loading loading Loading Loedug lo0dm9 Loading Loading Loading Loading cY
2.624
Alum.Tuba .s s. § s" $� § b 6 le � € n'� � � l � -E � 16 g � � � -Z t §
Mullion � � �. r3 �, @ � � �. � �� �E � �� o N
o
421n 110.01 620 100.0 435 110.0 744 170.0 478 170.0 868 170.0 606 170.0 892 170.0 619 170.01 1116 170.01 521 170.0 1240 170.0, 521 170.0 1088 170.0 $21 170.0 17]5 170.0 $21 110.0 1983 170.0 521 J
491. 110.0 108 170.0 624 110.0 860 170,0 684 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1276 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 600 170.0 1903 170.0 680 170.0 2267 170.0 660 W
N
Sam In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 727 170.0 1345 170.0 747 t70.0 1491 170.0; 766 170.0 1787 170.0 750 170.0 1092 170.0 166 170.0 2391 170.0 766
641, 170.0 797 170.0 612 170.0 956 170.0 691 110.0 1116 170.0 764 170.0 1275 170.0 863 170.0 1474 170.0 877 170.0 1591 II0.0 858 110.0 1913 170.0 861 170.0 1271 170.0 861 160.2 2403 170.0 061 W im 0
60 in 170.0 805 110.0 701 170.0 1063 110.0 791 170.0 1110 110.0 818 110.0 1117 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0, 1033 170.0 2125 170.0 1063 146.3 2163 170.0 1063 129.0 2163 170.0 1063 p 8 0 J
631n 170.0 930 170.0 745 170.0 1116 170.1) 850 170.0 1302 170.0 910 110.0 1496 170.0 tD15 170.D 1673 110.0 1076 170.0 1059 170.0 1122 166.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 W
661n 170.0 974 170.0 759 170.0 1169 170.0 907 170.0 1364 170.0 1002 170.0 1659 110.0 1006 170.0 1753 170.0 1155 170.0 7948 170.0 1210 143.0 1966 170.0 1215 122.6 1966 170.0 1186 107.2 1966 110.0 1286 Z co$ m
72 In 170.0 1063 110.0 618 170.0 1275 170.0 1009 110.0 1489 170.0 IJ26 170.0 1100 110.0 1228 164.1 1734 170.0 1315 1311.1 1731 169.11 1788 115.6 1733 155.9 136! 99.1 1734 160A 1362 88.7 1734 150.2 1752 J
e Ja
7614 170.0 1122 Well 937 170.0 1416 170.0 1080 168.5 1556 170,0 7209 147A 7656 1fi5.2 1286 131.1 1566 151.6 1266 117.9 1656 101.3 1251 983 1566 128.3 1229 81.2 1556 122.4 1219 77.1 1656 121.2 1216 .�,..1J � Z
18 in 170.0 1161 170.0 967 170.0 1381 110.0 1116 165.4 1471 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.6 1158 68.2 1477 109.7 1154 Q ct
a
901n 142.0 1110 I/6.6 AB6 118A 1110 123.9 989 101.5 1110 107.9 951 BB.B 1110 96.3 936 78.9 1110 U.S 922 71.0 1110 80.7 910 69.2 1110 71.3 691 50.7 1110 66.6 876 44.4 1110 62,7 670 I"" � Q N O
961n II1.0 976 120.] 072 91.6 976 101.5 866 83.8 975 88.3 812 73.2 976 76.5 829 65.0 976 71.2 817 56.6 976 65A 807 46.8 975 67.4 789 41.0 976 523 776 76.6 976 49.3 767 X Z O
108 in 81.2 771 04.0 690 60.0 771 70.7 605 58.7 771 813 674 SIA 771 64.3 664 46.7 771 49.0 666 41.1 771 44.9. 641 31.3 771 38.9 632 29.4 771 35.0 621 26.7 771 72,1 612 (!1 � �
Jilin 76.7 730 77.3 661 63.1 770 65.0 850 54.1 730 56.3 640 473 730 49.9 631 42.1 730 45.0 022 37.9 730 41.1 614 71.6 770 45.6 600 Z/.0 130 71.9 689 24.7 1]11 29.6 681 CO JJ„
120 in 59.9 624 81.0 fi69 49.9 624 51.2 560 12.8 621 44.3 652 47.5 112/ 39.2 611 ]33 624 35.3 537 70.0 624 ]2.Z 571 25.0 621 21.7 619 21A 621 24.6 609 10.7 621 22.6 601 X
I"In 71.7 133 35.1 400 28.9 433 29.4 J!5 21.0 47] 25,4 390 21.7 437 22.4 385 18.3 473 20.0 381 77.3 q73 18.2 376 U C4 Q O U
Z
TABLE IIB AnehorCapaeltyTable(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP-__)
BubslmtC 2.7k Concrete 3.6kCmc. Htl1awC51U FlOedC1.1U PTWa00 hlNa (DP,)X( )=ANCHOR CAP.,,,
d18•Elto 1141SrSEk6 WS'Eleo 114*SS Elco 0106tetl 01281mi 012 Steel MULLION CAP.,,,;,,,,,,
AnchorCllp Pattema Ancna Type ma-Elio unram 14•Ekounmcon Unmcon 3'iC Elco Urtradxl 114•Ekoullmcon AggreCielor Ullman AggWlor Screw(OS)Screw(G5) Screw(057 USE THIS FORMULA TO OBTAIN THE'ANCHOR
E asMrceOr6 J' 2-02' i• 2.412' 3.118' 1' 2.112' P 2.v2' 2' ave• 2• 9.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EMDDQ WI 0 1411' 1314' 1314• 11.4' 2' 1-711' 1-114• 1.1/4' 114' 1.114• 1.14• 2 1318• 1.1'6• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 4.76'I,IIn 0.0.1 SlandaN Or Onset CUP 0.1y 390 Ms 390107 4'A IDs ogo its 16U M9 270 Ms 280 Ins 354 IDS 740108 374101 Bad 106 016 Its alt fos 442165 660108 OPENING,WHEN I7 IS LOWER THAN THE MULLION
4 Arc aab®1.15•I41a O.C./StanOs(d(ar Met)CUP 0927 door 107 700 im 1I/A IUA IIIA IIIA 300 Its IIIA IUA IIIA IUA IUA 582109 BEli; 1120MS CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arc"Q31 Min.O.C.1(d)2t6Argle Clips/fftg.3) TBD IDs 700 MO 680 Ms 1560 Me IMS lbs 6101Ds 560111 IUA ?Solos 748IDs goo Me 1892Ice 682107 689 Me 1120 W9 MULLION.IT WILL YIELD AMINIMUM ANCHOR
4 Archols Q 0.54•Min.O.C.I UClip,InIO A00'Arm.Tig.43 IIIA IUA IIIA IUA NIA 11IA IUA IIIA IUA 111A IUA IUA IIIA IUA 12671% CAPACITY WHICH MAY BE USED TO QUALIFY
7Archer/FCVPV`I.6j 497 MS 1951m 225 Ms 445 IDS 022109 135Ms 140IEB 177 IDs 370107 187107 332108 473111 170107 221166 2601[0 ADDITIONAL ANCHOR OPTIONS FROM THE pRODUCT1tBV1SH0
2 Antlers®1.16'I,IIn O.C/FCI; p 240 Ms 350166 IIIA IUA IIIA IIIA 190169 I1/A IUA IIIA IUA IUA 311 IOs 442168 000107 ANCHOR CAPACITY TABLE. as comlltyIV VA%h the Florida
Bu6dltWCode 1�
t2W AoapDn7cD No 9�„7.t�
FIGURE 1: FIGURE 2: TABLE NOTES: onJ7ttto r�
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION tams ado Pra uc Control
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `1111 t 1 I III//,,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���,r0,.••••••••.,7(F����
tGEN4 'P i
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 �'
ANGLEP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `?�� No,58705 •3(
Fe �1BE USED SHOWN ON SHEETS 21.28.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •O•�- t �� �JC W
FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL A '• S-ATE 0
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
4' COIriO,,.•'
• 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�S .
.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL �i sS F.ns��
O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ?rll�pN�L 111
. #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25' .624' A.LYNN MILLER,P.E.
MULLION
FL P.E.#58705
TABLE 12A @@@@
Mullion Capacity TBbie IbeHt2
Opening VYltllh(for vertically-sparWrg mUllons)or Opening Height(for horizonte*speming mUllons)
501n 6014 701n 60 in 901n 10014 1 1201n 1401n IBOIn •
Rectangular TrepMang. Rectangular Trap" 9. Rectangular TreI'm ii. Realenitul TraPm I'll. Reclanguler TroprIll g. Rectangular T7ep7Mang. Rectangular T)sp7111eng. Rectangular Tropntlmg. Rectangular Trepmlang.
2%4x.26 Lvadng Loafing Loafing Loafing Loafing Loafing Lowing Loafing Loadrg Loednp loafing Loafing Loafing Loading loadnB Lowing loafing Loafing ^ y
AIam.Tube � ;_ t _ _ _ � _
Mullion
' z � m �/�
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 608 170,0 992 170.0 819 170.0 1110 170.0 621 170.0 1240 ',170.0 521 170.0 1468 170.0 529 170.0 1735 170,0 021 170.0 1887 170.0 521 Q F
45 In 170.0 708 170,0 524 170,0 610 170.0 686 170.0 992 170.0 630 170.0 1133 170.0 Get 170.0 1275 170.0 677 170.0 1417 170.0 goo 170.0 1700 170.0 600 170,0 1887 170.0 650 170.0 2287 170.0 680 U)
60.6281n 170.0 747 170.0 563 170.0 696 110.0 671 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ;170.0 756 170.0 1793 170.0 750 170.0 2092 170.0 768 170.0 2391 170.0 766 � a. N
541n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1694 170.0 SSB 170.0 1913 170.0 561 170,0 2231 170.0 661 170.0 2550 170.0 861 C,
60 In 170.0 885 170.0 701 170.0 1063 170.6 797 170.0 1240 170.0 678 170,0 1417 170.0 944 170.0 1584 170.0 egg 170.0 1771 ,170.0 1033 110,0 2125 170.0 1063 170.0 2479 170A 1063 160.8 2680 170.0 1063 CO m
to
831n 170.0 830 170.0 745 170.0 1119 170.0 850 170.0 1302 170.0 040 170.0 1486 170,0 1016 170.0 1673 170.0 1076 170,0 1659 !170.0 1122 170.0 2231 170.0 1169 168.7 2653 170.0 1171 116,9 2653 170.0 1171 ~ _jj
681n 170.0 074 170,0 769 170.0 1169 170,0 003 170.0 1364 170,0 1002 170.0 IWO 170.0 1086 170.0 1763 170.0 1165 170.0 1946 170.0 1210 170.0 2338 170.0 1276 151.9 2437 170.0 1258 132.9 2437 170.0 1200 d
7214 170.0 1083 170,0 678 170.0 1276 170.0 1009 170.0 1488 170,0 1126 170.6 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 115.6 21& 170.0 1186 124.8 2184 170.0 1829 10&2 2180 170,0 1670 z =
7814 170.0 1122 170.0 837 170.0 1318 170,0 1000 170.0 1670 170.0 1209 170.0 1794 170.0 1322 163.1 1960 170.0 1421 148.6 1900 170.0 1603 123.6 1960 181.8 1616 108.1 1080 161,0 1675 82.0 1890 1527 15]1 � W
2 78 In 170.0 1101 170.0 967 170,0 1361 170.0 MIS 170.0 1611 170.0 1250 170,0 1842 170.0 1369 152.7 1861 170.0 147! 137.4 1861 163.1 1600 114.5 1881 147.3 1473 98.2 1661 139.8 1469 65.9 1661 137.6 1454
901n 170.0 1325 170.0 1144 118,1 1398 158.0 1219 127.8 1388 108.0 1188 111.8 1398 121.3 IVO 99,4 1395 1102 1162 68.5 1398 101.6 1147 74.5 1309 69.6 1122 63.9 1388 82.7 1105 55.9 1398 76.0 1096 -1
J Q �) p
961n 147.4 1229 181.6 1098 122.0 1220 121.6 1079 105.3 1229 111. 1061 02. 1220 98.9 1014 81.9 1229 89A 1028 73.7 1229 82A 1016 81.4 1229 72.2 083 62.7 1228 85.0 877 46.1 1228 61.1 987 Z
109In 103.5 971 105.8 877 08.3 871 88.0 862 7l.0 WI 77,2 819 61.7 971 GOA 637 87.5 971 61.9 825 61.0 971 59.5 816 43.1 971 49.0 788 37,0 071 44.0 782 32.4 971 40.6 771
1111. 95.4 919 97.3 632 70.6 019 81.8 119 88,1 �1170.8 806 59. gig 829 78{ $3.0 819 68.7 784 47.7 BIB 51,8 774 38.7 819 11.0 768 34,1 910 48.2 742 29.6 019 37.1 732 N
X
12014 75.5 788 76.8 718 82.0 760 8l.5 705 53A 65,6 685 17.2 708 18.4 668 41.9 780 MA 877 37.7 788 40.5 668 Si.S 706 31.8 653 27.0 786 31.0 841 238 768 28A 631 1441, 43.7 546 44.2 604 38.! 116 370 188 31.2 31.9 481 27.3 SdB 282 165 24.3 618 2S,] /79 21.8 046 '22.9 474 16.2 6d6 18,5 484 15.8 618 17.2 451 13.7 BN 15.6 446 Q N Q O O
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: O. Z y y
Anchor Cepecily Table(lbs) ANCHOR CAP.,,,,,,,,, m Uj
Substrate2.7k Concrete 38k Ccne. 1108"adu FUkOadU PTWood meld (OP-)X( )-ANCHOR CAP.,,,
&16,Elea 1fd•SSEko NIB'Eko 1I41SSElco 010SIed 912SIeel 012 Sleet MULLION CAP. ,,,,
AnchorCllpPattem• Mcna7ype: &16'ElcoUllmem 114•Ekounmcon Un.
3'1CElco UllUcon t14'ekounmcon Ag8ra0dor Ulnccn AggreOator Scmw(G5)Scrcw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dlslarce 0n) 1' 2.112' V 2-112 3118' 1. 2-112• f' 240 2' 3.178' 2' 0.48• 0.841 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embed4W On) 13/4' 13'4• 1314• 13'4• 2' 1.114' 1-114' 1414' 1-1/4' 1-11!' 1-114' z tare• tae' gates ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancnom®4.76'h11n O.C./Standard or00sel CUP"152) 390 IDS 30D los 450 IDS ego lob 1647 ros 270109 28D IDS 354 IDS 740199 374 IDs 664 IDS 046 IDS 311 tos 442144 ISO me OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers®2.68.6145 O.0 I Slunc erd a alsel) UP Mg.37 740101 74D tae 630 IDS t485 IDS 1424 IDS RIA GOO IDS NIA IBS lbs RIA Goo IDS IUA 0821os 885 JOS 11291Ds CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arceors®t.71'hIIrtO.C.IStand3m(OrOrDsel)CUP(Flg.47 655109 owl 768 to$ 19461Ds N/A RIA 705110 NIA 7991DS RIA wA IUA 11022199 1327 IDS 1680 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Anch0IS®3'018.O.C.I(2)215Atgia CUPS/ g 67 780 IDS 7 Da GOO IDS 1510144 1096 to otos 663IDS NIA 7601r8 7481DS 8001D9 1892 IDS 682 IDS 685 ms Me IDS CAPACITY WHICH MAY BE USED TO QUALIFY
6ArcDDls®3'6144.O.C.I(?)2t6Argle--109.- 1170tos 1170109 1020 tos 2340 OB 2844 to$ 6t os 640109 IIIA 1140 DS 1122IDs ' 1927IDs 2B381Ds 1022109 1327Its 1600 IDS ADDITIONAL ANCHOR OPTIONS FROM THE
3ArcIWs®1.31'IAN.O.C./U4:Up,Inlo.126'Alum.lFlA.7y IIIA IUA IIIA IIIA it lA 11/A Ili IIIA IgA NIA IUA IIIA NIA IIIA 10731 ANCHOR CAPACITY TABLE.
6Arcbola®0.61'Min.O.C./114:0,In1o.126'Alum.(Fq.B) tl/A IUA IRA IUA IIIA IIIA IUA NIA IUA IIIA IUA WA IUA 111.6 21 IOs PRODUCI'R13VISBD
2 Anclnrs®266'1.tlrt O.CJ FCUP(ng O' 370 IDS 370 IDS 316 ms 74 IDS 71210e IIIA 280 Re (IIA 376109 IIIA 440109 RIA 34110s 442 nes 060 Us 9s ildloaconaillodl wllh 4bo Blonde.
Bu6dioS DO N
SArclers®t•71'hIU.O.C./F{7ip(Fig.tOy 433103 625tH 378109 87366 IIIA IIIA 359tH IIIA 300109 IIIA IUA IUA 611 tos 661 IDs 840119. � �� G'.O
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. opDaw ZO
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
�J 2.000` I•M ado ProductCbnlrol
• • • • • • • TABLE NOTES:
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR amy 411Z
GENERAL INSTALLATION METHODS. `� 0••" i
• • • • • \CENSE •.,'P
FIGURE 6: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �' •'.1r
• • • • .260` - 4.000' _ 71/ N0.58705
• • • • LOCATIONS.THE FIELDOLLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHTS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE 1-.,`i I s 4/�
SC .FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
51ATEO ��
FIGURE 7: FIGURES: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �;�T RtOR(OP,.•'G\�'Z'
•• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRI=SSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. %�'q. ........
��
•• MU T BE N PAIRS.ED ALUMINUM GAUGE).STRUCTURALL BE STEELSTEEL TO BE AT 063-T5 AND BEA MINIMUM
125'THICK AND A36OFA25"THICK. .ALL ANCHORS INTO METAL SHALEEL STUDS TO BEA MINIMUM L
EXTEND AT LEAST 3 SCREW E 33AND.046'THICK(18 2'X 4'X.26'MULLION i,1j/0nJAL le���
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. A.LYNN MILLER,P.E.
• •' • • FL P.E.#58705
TABLE 138
Mullion Capacity Table Ibeffe)
Opening Width(for vertically-spanning mullons)or Opening Height(for horizonla*spe rifra mullions)
so in 601n 70 in BO In 001n Win 1201n 1401n Wo In �
0
ReOlengular TraplTrlsrp,
Rectangular TrepTdanp. RNIanBulm Trap'Ttlsng. Rectangular TrapRHang. Rectanpdar 7hep7Tdeng. Reclanguor TrepRdang. Rectangular Trep/Tdang. Roclanguler 7replBiang. Ralonpilar 77op101ong. d
2 x 8 x 25 Lanz Landng Loafing Loafing Loading Loafing Loading Lowing Loafing Lowing Loafing Loafing Laadng Loodng Loafing Loafing Loafing Loadng oY p
Alum.Tube A I: L• z 'Td.. � �a a a.. .. 'a a,. A �.. 'aF 'd c gpg ato
Mullion �g�+I. n' a � a y. '$
i3 c3�' Ll � e t3 t� d� r� c9 iS d if^ C1 YP^ c7 f3 a 8 0 cT^ 8 N
z � m
421n 170.0 020 170.0 435 1170.0 744 170.0 478 170.0 888 170.0 500 170.0 892 170.0 519 170.01 1118 170.0 621 170.01 1240 t70,0 521 170.0 1188 170.0 521 170,0 1735 1170.0 521 170.0 1861 170.0 521 Q
481n 170.0 708 170,0 524 170.0 650 170.0 684 170.0 802 170.0 830 170.0 1133 170.0 601 I
0 1275 170.0 077 170.0 1417 170.0 080 170.0 1700 170.0 680 170.0 1083 170.0 660 170,0 2207 110.0 800
W
50.625 In 170,0 747 170.0 563 170.0 BBB 170.0 631 170.0 1048 170.0 e84 170.0 1195 170.0 723 0 1345 170.0 747 170,0 1484 ,170.0 756 170.0 1703 170,0 758 170.0 2082 170.0 758 170.0 2381 170.0 756 2
54 In 170.0 707 170.0 612 170,0 856 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 0 1134 170.0 037 170.0 1594 170.0 866 170.0 1813 170.0 681 170.0 223f 170.0 801 170.0 2550 170.0 881 UU
601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 678 170.0 1417 170.0 BM 0 1584 170.0 00 170,0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1003 170.0 2833 170.0 1063 7 � J
631n 170.0 030 170.0 745 110.0 1116 170.0 850 170.0 1302 170.0 810 170.0 1488 170.0 10150 1873 170.0 1078 170,0 1559 170.0 1122 170,0 2231 170.0 1160 170.0 2803 170.0 1171 170,0 2075 170.0 1171
66 in 170.0 871 170.0 788 170.0 1169 170.0 803 170.0 1361 170.0 1002 170.0 ISM 170.0 10860 1753 170.0 1155 170.0 1818 170.0 1210 170.0 2330 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z
72 in 170.0 1063 170,0 870 170.0 1275 170.0 1008 170.0 1188 170.0 1128 170.0 1700 170.0 17780 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2976 110.0 1529 170.0 3400 170.0 1630 .'
7013 170,0 1122 170.0 837 170.0 1319 170.0 1080 170,0 1570 170.0 1209 170.0 1784 170.0 13220 2018 170,0 1421 170.0 2213 170.0 1805 170.0 2882 170.0 1828 170.0 3110 170.0 1691 170.0 3588 170.0 1705 tl Z
rn s- V
P 78 in 170,0 1151 170.0 067 170.0 1381 170.0 1118 170,0 1611 170.0 1250 170.0 1612 170.0 13890 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2783 170.0 1700 170.0 3723 170.0 1771 170.0 3881 170.0 1788 J r,
901n 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170,0 1659 170.0 1486 170.0 2125 170.0 16530 2381 170.0 1783 170.0 2658 170.0 1818 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 23al Z ¢ N Q
961n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 ISM 170.0 2287 170,0 17& 0 2550 170.0 1952 170.0 2833 170.0 2085 180.0 3188 170.0 2331 137.1 JIBB 168,8 2470 120,0 3189 156.1 2428 t- Z
O
7a� O O
1081n 170.0 1594 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170,0 1670 170,0 2550 170,0 2078 .a 2761 110.0 2271 146,3 2781 181.9 2333 123,8 2711 1{0.1 2311 105,9 2701
I.
2211 82.7 2711 118.0 2180 N rA �
1111n 170.0 1636 170.0 1454 170.0 190 170,0 1700 170.0 2293 170.0 1832 170,0 2021 170,0 2149 .8 2032 182.3 2245 138,8 2832 148.4 2216 I 2832 128.4 2110 97.8 2672 115.1 2128 85,1 2032 106.3 2006 LU X52
1201n 170.0 1771 170.0 1588 170.0 2125 170.0 1658 164.1 2262 158.8 1891 135.1 2252 111.1 1884 .1 2262 127.2 1838 108.1 7152 118.1 1816 80.1 2752 89.8 1672 77.2 2252 18.9 1838 17.6 2262 BI.4 1108 O
X
1N In 125.1 1684 ue.e 1113 104.3 1584 106.1 1425 8BA 1584 91.6 1407 78.2 1561 80.7 15805 f6B4 72.3 1373 82.8 ISB/ 15.7 1358 52.1 1564 66.0 1330 14.7 1 168/ 19.2 11305 38,1 1664 49.4 1283 Q N Q O
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1'w
AncharCe Rai TableObs) ANCHORCAP.,�,,,,,, m 0 0
6ubslmle: 2.78OsnOreto 3.6%Cono. HdIaNCAfU FOedCMU PT Wood Metal (DP,)XV =ANCHOR CAP.,,,
6110'Eka 1/1.86 Eko 6116•Elco 114.81 Eko 61061ee1 ail Steel 8126ted MULLION CAP.,„,,,,„,
Anchor Clip Patteme AnehorT7pe: 311V Eke Ullmcon 114'Elea Unmean 9f6•Eko Ulbeeon 114•Eko UlbeeM ( ) ( ) ) USE THIS FORMULA TO OBTAIN THE'ANCHOR
UIUacOn A9pmealor Ullmann ApBreOalof Som(05)Scmw 05 Screw(05)
Edge asunoeBnL 1• 242• r 24W 3.111• t• 2-172• 1• 2-IW 2• 3.1/8• 7 0.41• 0.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN
Emtrednent Bn: 1314• 1.94• 1.3/4' faro• r 1-114• 1414• 1.1/4• 1•I4• av4• 1.1/4• 7 tare• lava• eades ACTUAL PRESSURE REQUIREMENT FOR THE
2 ANhom@ 4.76 MIn,O.C.I Standard Of onsF IF-11a27 390108 3901bs 150lb3 8901ba 1341 lbs 270 me 2801be 3541bs 7401ba 374IN W41ba BI61ba 3411W 4a21m Geo lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®4.68•Min.O.C.I Standard("Offset)Clip(Fig.3y 780[be 760 lbs 000lbs V60lbs 3232 lbs 640 lbs NO lbs 708 lbs 1480 lbs 740[be 1272 lbs 18921ba 682[be 065lbs 1 O MS CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anchpm®1.71•A9n.O.C.r 6landwd(OrOBseO COp(Fig,47 1160lbs 1400lbs 10101W 25951bs WA WA 040[as WA 1065 lbs WA WA WA f383 the 17701bs 22401as MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors @rhtfn.O.C./R)2x5 Angle CBpa/(Fig.5): 780 lbs 760lbs NO IM I%Olbs 1006Its 5401bs 560 Me WA 760 lbs 7481b5 660 IM 18921bs 682 lbs 885 Mie 11201b3 CAPACITY WHICH MAY BE USED TO QUALIFY
O A ch ue Q W Min.O.C./(2)285 Angle Cepa I(Fig.er. 1560158 1-5601b 1360lb3 3120 lb. 37021bs 10801bs t1201bs WA 1520 Its 1496 lbs 1760 The 3784 lb, 1363[as 17701be 2TA0 Ia. ADDITIONAL ANCHOR OPTIONS FROM THE
12 ANhom 1.5•MIA.O.C.1(2)286 A11pto pipe/(FIp.1: 16601bs 21001ba 1440Iba 37801ba WA WA 1320 Ms WA 15001be WA WA WA 2045@s 2654 me 3360 Its ANCHOR CAPACITY TABLE, RODUCPRBVIS®
4 ANhata 1.34•MIn.O.C.7 Ualp.Into,125•Alum.(Fig.a): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA t4701be eomplIftwt161be Ploddo
8 Anchors O.04•MIn.0.0.1 U431p,Into.12V Alm.(Fig.9): WA WA WA WA WA WA WA WA US
WA WA WA WA WA NIA 28811ba fes-2.000'-�{ cocple Dodo �ilAl1�D
2 An0hom®4.88'AUn.O.CI F•alp(Fla.101 3901bs 390 ke /SO a. 990 ma 1816101 2701be 2a. 3541be 740 Me 37416s BSB Iba 946168 341 IM 4421bs 6801ba 4ottptmfeo Nt .iL.illV/
4 ANMmE91.71'MIn.O.CI F•C9 y.11): 590[be 700 me 505 @e 128BIbe WA WA 4701ba WA 533 The WA ,WA WA 6821W es5lbf 1120 ms 250, Date
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:
.11am��Produu Como
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. \�� �•( •/�� i��
• • • •• • �� `��''• FNS ''•�� ��
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �> JC- F ,
• • • •. • 6.000•
• • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS :y.' No.08705
• 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = l tSAT
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.ANGLE q• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "'� ' E L F •7U
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED "'0iC`•'•.•F'LORIO�'' G'�-�
• • 11
• • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,126' ���F ••••' C�,�
MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO /i'9/ONA\-
• • • • • • • • USED IN Ilr j1t��
PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6•X 25• A.LYNN) ILLER,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A o E
Mulflon Capaclty Table IbsO
OponingWldth(faryeAlcaly-sPanningmUllans)orOponingHalghl(for hod 'nlalyspaMngmUilonv) 3uWru�1 �
501n so in 701n. 801n 901n 1001n 120 in 14DIn 1601n n� O
Rectangular TrepTdang. Reclengular Tra".ng. Realongular TrapTdarg. Rectangular Traprdong. Rectangular Troprdang. Rectangular TiapTdang. Rmlan9ular TraWdang• Rectangular Trapreang. Reelongular Raprdang. aC
1.26"K 2.11" Lnodhg Loading Loading Loading Loading Loaafrg Ling Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Locoing sY g
X
Tube Mull n � � �' � � � � � � �` , � �' � � � � �
o �
421n 1442 62B 187.0 428 120.2 520 148.8 410 103.0 626 138.9 414 gal 526 134.0 411 80.1 628 134.1 411 721 628 1134A 411 80.1 526 134.1 411 51.6 525 134.1 411 45.1 628 134.1 411 J LU
481n 96.8 403 1080 333 60.5 403 94.7 325 69.0 403 80.4 320 60.4 403 61.4 317 53.7 407 78.1 315 48.3 403 lag 314 40.3 403 78.8 314 34.5 403 7&6 314 30.2 407 70.11 314
60.625 In 823 362 01.0 301 68.6 362 79.3 294 5&8 362 71.9 289 61.6 382 67.2 268 45.7 362 84.8 284 41.2 362 163.6 283 34.3 3622 63.6 2113 29.4 382 63.6 283 25.7 382 63.6 253 �L a
64 In 67.8 318 74.1 287 5&5 310 84.2 261 48.6 318 67.7 256 424 310 53.5 253 37.7 318 50.8 250 33.8 316 48.5 249 20.3 315 49.1 248 24.2 318 49.1 24B 21.2 318 49.1 248 W O F-
60
601n 49.6 258 53.1 210 41.2 258 45.7 214 35.3 266 40.7 210 30.8 258 37.2 207 27.5 258 34.8 204 24.7 255 :33.4 203 20.8 258 322 201 17.7 268 322 201 15.6 268 32.2 201 f0
'r 631n 427 234 466 2D0 35.8 234 39.1 109 30.6 234 34.7 192 26.7 234 31.6 109 237 234 29.4 186 21.4 234 2&0 184 17.8 234 28.6 183 16.3 234 26.6 183 134 234 2&6 183 Wa
6B In 37.2 213 39A 1113 W.0 213 337 178 28.5 213 28.0 178 23.2 213 27.0 173 20.0 213 25.1 170 18.8 213 23.7 169 16.5 213 22.2 167 13.3 213 220 168 11.6 213 71.0 iW Z rq �• g
721n 26.6 179 30.1 155 23.9 179 25.0 152 20A 178 22.6 149 17.8 178 20.3 141 15.9 179 18.7 146 J
J
78 in 24.3 181 26.4 140 20.3 181 21.6 137 17.4 161 18.0 135 16.2 181 17.0 133 Z
701n 225 152 23b 133 1&8 162
19.9 131 1&1 152 17.8 125
~ r Q N O
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
AnchorCepeeIN Table Dbe H
ANCHOR CAP.,,,•, X o
auxualtc 2.A anmte 3A Cork. NNOWCMU FNedVAU PTWood MUM (Dp-)X( )=ANCHOR CAP.,,, (/1 ��
N16•Eko 1W SS R6 N16•Eke V4•SSEko 0106led 6126teel 612 Steel MULLION CAP.,,,•,.,,
Arehorlype, 3r18•EkoUltrdeen IWEkounreoon XI8•ERou9raeon U4•EkoUllraeon USE THIS FORMULA TO OBTAIN THE'ANCHOR N
AnehorClip Peftem9 unraem Aggreaalu Ullraon Apgrroator Sew(GS)6eraN(GS) 941ew(O6) x S
Edna outerco0n) r 2ar2' 1• 2-1m 3-1re• r 2•tYt• 1• 2-m' 2' 3.18• r 0.40' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN H fA W
EmbeOnml On) t;v<' 1.914• t;v4• 1;V4• r t•v4• t-vd• 1.14• 1.14• 1-fro• 1-14• r 1sre• tdB• Vb199 ACTUAL PRESSURE REQUIREMENT FOR THE U CV Q
4Arklnr6®3'1.tm.C.C.r 2u5Ang1e01 7(Flg.1 78010.3 7801os 6BOID4 155010s 1rB8 ia9 641®s 760 ros wA 7631os 748108 eea lm t�zlto 1>8210s easlaa t430 i0s OPENING,WHEN IT IS LOWER THAN THE MULLION Q r Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED Q. s:0 y
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY '
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRUIJUIJI-Itbluo
comp; tavi IhcPlorid6
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I Building, oda
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE AvocIptunfla O
FIGURE 1:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 4
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2..116• �71emt ado Prodocl Coalrol
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. II LL L L I)11(17I7j
ANGLE CLIP MUST BE USED IN PAIRS. q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •126• \� 0 „•,. 47 �i
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED •'•LCEN '/��F`''
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF.126' 1 �:• SF •'•,� %
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.126•MULLION No.50705 T}
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. _ _
G W
��0�•.• SATE�jF� �!V:
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 15A ® „
Mullion Capacity Table(IbeM2
Opening Width(for vertically-spanning InUllons)or Opening Haight((or horizotVsiysparrirg m ikons) 115 501. Gain 701n 801n 001. 1001. 12010 1401n 1601n RMlongular TaPIT11 Rectangular Ttep'mon& Rectmituler nop'nlone. Raelan0ller TmpRAen9• Rectangular Tragn1mg. Recten9Uar Do{YTAene. Reclmgulu Traptalma. Rectangular MapTAonB. Rectangular TmpfrdenO. �
3.26"30 Lome Lending Lwdn9 Loafing Luang Loadng Lwdng Lwdng LwAN Loadng Lwdng Lmdng Loeding Loedng lauding Lwdng Wading leading ez!
DEO.AL -
BAYMULL � � � ,� � � �• � � CV
s g s Z � m
o �
421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 We 170.0 992 110.0 619 170.0 I11B 170.0 521 170.0 1240 170.0 621 170.0 1468 170.0 821 170.0 1735 170,0 521 149.1 1740 170.0 621 J W
401n 170.0 708 170.0 67A 170,0 850 170.0 554 170.0 292 170.0 6,10 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 152.2 1572 170.0 680 130.6 1522 170.0 000 114.2 1522 170.0 680
50.8251n 170.0 747 170.0 563 170.0 No 170.0 631 170.0 1048 170.0 684 170.0 1165 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 760 136.9 1443 170.0 786 117.3 1443 MA 750 107.8 1443 170.0 768 LU G
6414 170.0 707 170.0 612 170.0 0.511 170.0 691 170.0 1118 170.0 754 170.0 1275 17D.0 803 )60.4 1353 170.0 837 144.3 1353 170.0 859 120.3 1353- 170.0 601 103.1 1353 170.0 881 00.2 1353 570.0 881 m M
601n 170.0 685 170.0 701 170.0 1083 170,0 787 187.0 1218 170,0 876 146.1 1216 170.0 944 120.9 1218 159.8 936 118.8 1218 162.1 024 67,4 1218 148.1 913 83.5 1218 148,1 913 73.1 1218 148.1 913
631n 170.0 930 170.0 745 170.0 me 170.0 ow 1502 1150 168.8 933 131A Me 163.0 914 116.6 1150 141.9 898 105.1 1160 134.2 865 87.6 1150 128.7 071 75.1 1160 1262 870 65.7 1160 126,2 670 W
60 In 170.0 074 170.0 766 152A 1048 165.0 881 130.6 1048 140.8 684 114.3 1046 133.1 050 101.9 1048 123.4 639 91.4 1048 116.8 630 76.2 1048 109A 82f 65.3 1048 1002 818 57.1 1018 1082 918 Z y m
2 J figg8}T
721n 140.6 880 147.8 704 117.4 880 126.0 748 100.6 860 110.0 734 ee.0 No 100.0 721 782 680 92.0 712 70.4 680 882 703 587 880 79.2 693 50.3 880 76.5 885 44.0 650 76A 659 0 9
761n 119.7 700 1211.1 690 99.6 780 108.4 676 65.5 790 93.3 663 74.8 780 Beg 652 68.5 700 76.9 643 59.8 790 71.7 635 49.9 780 65.1 624 42.0 780 62.1 019 37.4 790 61.5 017 Q � DDD^ 7
`M 781n 110.6 750 115.5 657 97.3 750 98.1 844 70.1 750 85.9 632 69.2 750 77.1 821 81.6 750 70.6 612. 55.4 750 65.7 805 48.2 760 59.4 594 39.6 75D 562 568 34.6 750 65.5 688 m Z C
901n 72.1 663 74.4 500 60.1 583 629 491 51.5 563 54.0 483 45.1 603 46.9 475 40.1 803 44.4 468 36.1 883 40.9 462 We 563 382 452 25.8 663 33.3 445 22.5 663 31.8 442 � W m O O
96 In 69,4 495 81.1 443 49.5 495 51,6 435 42A 495 44.8 427 37.1 495 39.8 421 33.0 49S 38.1 416 26.7 495 31.2 409 24.6 485 26.1 400 21.2 495 28,8 394 188 495 25.0 390 � L
166 in 41.7 39t 42.0 333 34.8 301 35.6 348 20.8 391 31.1 342 26.1 391 27,6 337 23.2 391 2/.B 333 20.9 391 22.0 328 17.4 391 18.7 321 14.9 391 17.8 315
1111. 36.4 370 3a2 335 32.0 370 33.0 330 27.6 370 28.8 325 24.0 370 25.3 320 21.4 370 22.6 MI) 192 370 20.9 312 Mi) 370 tBA 305 � WO In fn
~ M et O p
1201. 30A 317 30.9 289 25.3 317 28.0 261 21.7 317 22.6 280 19.0 317 19.8 270 188 3f7 17.9 273 Q
taa m 11.6 22o1_17.0_f_
t7.e 2tn z
_ O 50
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Ali horCalp ltv Table 11bol ANCHORCAP.
Sub9lrela 2.7k Concrete 3,6k Cores- Hollow C51U FNM CAW PT Wood Matel (OP o)X ANCHOR CAP.,,,
alto,Ullraon Elco 114'68 Elco 6110'Elco 114'SS Elco 410 Steel 912 Steel 012 Slee) MULLION CAP.,,w,,,,
Anchor Clip Patterns Ancbor Type: 3116•Eko Uilmcw 1/1•Eko UlVecan 3116'Eko UlVecon 114'Eko UNecm
Ap9re0ela Ntrecon A99reaelor 6crew(05)6arew(a5) Screx(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge
=-.01
I3lanco 9nk 1• 2.1/8' 1' 2-t2' 3.116• 1' 2-IQ' 1• 2.12• 2' 3118' 2- 0.48' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmbMment 0nk 1-314' 1.374' W4• 1.314• T 1.114' i-114• 1-114• t-114' 1-114' 1.114' 2' I-Nr I.316' wAe3 ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhn05•Min.O.C.1(2)2A5An91e UPS 1C 3901 390lbs 45010.9 680 tea 170(1 lbs Polbs News 35416s 74010s 374IN 7201bs 946lbs 34IM 4421be 43601430 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchm®3.5'MIO O.Q I(2)2x5 Angle aps!ft.2): 780 lbs 7801bs 7001bs 1670 @s 2525 Ib3 640lbs 560145 NIA 1120lbs 7481 t180lbs 1892lbs 682 lbs 085 lbs it Ns CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anchm®231'Mn.O.C.1(2)296.001a Cilpslffb•3} 11701430 1120 lbs 9581bs 1 2246 tbs 7151 lbs WA BIOIW WA foss lbs WA 13201bs WA 10221bs 13271433 1880Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE IRODULT RIIVISED
ANCHOR CAPACITY TABLE. ucoutpryingwlUlthoNlo 1a
FIGURE I: u0dI03Ccdc ..
TABLE NOTES: oaptaruvNo
�.ah0lil Ota
• 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.
i0mi ado Yr•uctContr01-
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
I 1 I I I I I)
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •126' \�tt pN( LYNN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30, •4ICE(Jg
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F
3.250' No.58%05 )�•
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126" I
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30 BAY
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �,U� Si 713 'r• �(V;
• THE MATERIAL.#1D IL#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �` '•.FLORIDA. ��
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. I NAt.�\,G"
A.LfNNIMILL'R,P.E.
FL P.E.#58705
TABLE 16A W o �
Mullion Capacity Table IbeM2
Oponing Width(for verllcaly-spanning mullions)or Opening Haight(for Ilorltorllallyepsrrirg mullions) �C
50 in 601n 701n 60 In 00 in login 1201n 140In IN In o
Reclen9ular TmplTdang. Rectangular Tra{Jrdeng. Rectangular Rapr01ang. Rectangular TraprTAeng. Rectangular TraplTAeng. Reclagdar Trap/mang• Rectangular TMPFIld V. Rectangular ThapRdang. Rectangular TIBpRAang• d
Igo:
3.26"46 Loafing Loadng Lmdng Loadng Lowing Loading Loadng Leading Loadrg Loading Loading Loading Lowing Loadng Lowing Leading Loafing Loadng oy 0
DEG.AL _ A _ _ Z _ n 11
BAYMULL
o "
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 568 170.0 500 170.0 092 170.0 518 170.0 1110 170.0 521 170,0 1240 170.0 621 170.0 1458 170.0 621 170.0 1735 170.0 521 160.3 1671 170.0 621 J W
48 m 170.0 708 170.0 521 170.0 650 170.0 554 170.0 092 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 077 170,0 1417 170.0 680 163.7 1637 170.0 680 140.3 1837 170.0 800 1226 1837 170.0 880 � N
50.625 In 170.0 747 170,0 663 170.0 698 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1104 •170.0 758 147.1 1552 170.0 768 126.1 1652 170.0 756 110.4 1562 170.0 766 W o
541n 170.0 707 170,0 812 170.0 950 170.0 691 170.0 1118 170,0 754 170.0 1275 170,0 803 170.0 1434 170,0 637 165.2 1455 170.0 658 120.3 1455 170,0 081 110.0 USS 170.0 881 07.0 1455 170.0 081 m M ~
So In 170.0 085 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 678 757.7 1309 170.0 9M 139.7 1300 170.0 090 125.7 1300 103.5 994 104.8 1300 167.1 082 09.5 1300 167,1 962 me 1309 157.1 882 •F.7 � N
031n 170.0 030 170.0 745 170.0 1110 170,0 850 '182.9 1247 170.0 040 1423 1247 164.5 983 126.7 1247 152.8 965 114.0 1747 111.3 962 95.0 1247 1382 935 BI.4 1247 135.7 935 71.3 1217 135,7 836
061n 170.0 974 170.0 780 170.0 1169 170.0 903 146.4 1190 163.7 065 129.0 1180 147,0 045 115.4 1190 1383 028 103.0 1100 120.1 014 88.8 1190 110.5 Na 74.2 1180 116.1 893 64.0 1100 118.1 593 Z
C721n 161.8 1010 169,0 577 134.7 talo 144.8 859 115A 1010 127.2 042 101.0 1010 114.7 828 09.8 1010 105.6 817 60.6 1010 90.0 507 87.3 1010 00.6 795 57.7 1010 07.5 790 50.5 1010 87.7 709 j Z
a 70 in 137.4 906 143.0 702 114.5 908 1220 775 88.1 006 107.1 761 05.9 Ogg 90.2 749 70.3 000 882 735 041.7 906 82.3 729 57.3 800 74.7 710 49.1 908 71.2 710 42.9 906 70.8 708 Q DDD
r
�! 751n 127.1 861 1323 754 105.9 801 1125 730 04.6 801 08.6 725 703 581 1 88.5 713 70.6 601 81.0 703 67.8 081 753 684 53.0 1 881 68.1 681 45.4 BBI t1/.5 875 39.7 681 63.7 672 ~ Q Q N O
90 In 627 848 85.4 574 860 618 721 SM 59.1 848 62.0 554 61.7 648 58.1 545 46.0 840 50.0 537 413 640 47.0 530 343 0611 41.5 510 29,5 010 362 611 25.0 618 38.5 507 m
O
BBN BB2 688 70.1 508 50.6 566 59.1 190 40.7 586 81.4 401 428 588 15.0 IB3 37.0 568 NA {78 31.1 586 38,1 170 203 Na 33.1 150 21.3 SOB 30.5 157 21.3 588 ZB.7 417 N � �
1081n 47.9 446 40.0 405 39.9 M9 412 390 342 449 35.7 303 20.0 NB 31.7 307 26.0 449 26.6 382 23.0 449 20.1 377 20.0 440 22.7 388 17.1 N9 20.4 361 15,0 M0 10.9 350 tryw f9
Y
1711n 14.1 125 46.0 365 30.6 425 37,8 370 31.5 425 32,5 373 21.6 d25 20.1 301 24.b 425 262 382 22.1 425 21.0 156 78.4 426 20.7 350 15.8 425 10.8 343 -i• O N N
H
s20In 04.0 384 35.5 33t 29.1 364 20.8 320 24.9 364 25.8 321 21.a m 22.8 317 19.1 364 20.5 313 t7.s 304 10.7 109 Q U) Q O O
144 In 202 253 20.4 233 16.8 253 11.1 230 d`'
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: � �
Anchor Canacl Table lbs ANCHOR CAP.,,,,,,,,, 888
8ubs8ala 2.7k Concrete 3.6k Caw. Itogox CMU F0IM CMU PT Woos A1ela1 (DP_)X( )v ANCHOR CAP.,,,
Y1111 Elea 114.88Eko 5118•Elco 114•SSEko 810Steel 01281eei MSteel MULLIONCAP.,,,,,,,,
ARChOrCllpPattBme Anchor Typo: 3118'Ekoulhcon 1!1'Elea UlEm.. U16ecec 3116'EkoUnman 1/4'Elco Ag9m8ela Unmeon ApgreOela Somw(OS)earew(OS) straw(051 USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge palmae(m7 1' 2•irz' 1• 2•+12' 3.710' r 2.1rz• r x•1rz• r Sue• r 0.46• 9.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embednenl(UJ: 1.314• 1.314• 131/• 1.3/4' r 1-114' 1.114' 1-U4' 1-114' 1.114' 1.114• Z' 1316' 1.318• aAes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchgm®e•MIa O.C.I(2)Zx6Anpk Ceps/(Fy.1} 3901ba 3901bs 450 ibs 690 Ns I1001bs No lea 280lbs 3541bs 7401bs 3TA IM 7201b� 048 ws 341 @s 44210s 575 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchm 493.5•Wn.O.C.I R)2X5 Angle COPT I ft.27 7001bs leo lbs 7001bs 1670lbs 25251ba Ste lDs Geo lbs wA 11201bs 740Iba BBOIbs 16921os 882 Ws 885100. 71201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anahots@ 2.71'A9n.O.C.I(2)2a5Angle CUPS .3g 11201bs 1720M 955 lbs 2240 lbs 2254 ms wA 840.lbs wA tos9 we w0. 132afas w0. tozzlw f3211ba 18901be MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE R
ANCHOR CAPACITY TABLE. nA complyin6 iridl rho Florida
FIGURE I: Ouilettlij /�
TABLE NOTES: AcceptmKvNo.i. /
Duto
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. r
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miemf adePmdkwvA trot
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \1711 1 I I 1111
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� 70��.......... ICe
a d a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .126' 45' �� �,\GENS♦; '•.F"Q -
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,x
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260'
' No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.50.WOOD SHALL BE PRESSURE-TREATED ;Q ��
d a a YELLOW SOUTHERN PINE.WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.126" '(1 '. �Gi jr U�z
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.SHA THICK N GAUGE).T 3 SCREW T STEEL TO BE AT 45•BAY S7ATC (V`�
LEAST.126'THICK AND 336.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
a � THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16.0 S.S.OR 410 S.S.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '1 A.
l NSI'
LYut�MILLEE'R,P.E,
FL P.E.#58705
H1.000'1
-� 1.000• I-- --^I 1.000" r--
-{ 1.000• 1.000• r-- 125' f»-tees• -I o
.125" 2.750' .125• 3.125"a_,,,
25' 3.188' 6
Y
.126' .125' 2,750'
2.000• 2.000" 125'
2.118" N
L 125' L 650" 285" I 125• ZNm
r T A • L 7' O
I I" �• 1 .00D' I
1'XTX.126•MULLION 1•X 2'X.376'MULLION 1'X 2.75'X.375'MULLION 1'X 2.76'X.650'MULLION, 1'X3.125'X.5'MULUON 1.26'X3.188'X.285'MULLION 1.26'X2A1'X,12S MULLION 7 =
8063-T6 ALUM, 6083-TG ALUM. 6063.78 ALUM. 8003-TO ALUM. 8083.76 ALUM. 8063-TB ALUM. 8063-T8 ALUM. Q 1p N
X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION XSECTION X-SECTION m Z 0 O
U) J
1r TABLE AZ W �` g
STANDARDCLIP I I 2X6ANGLECUP
6083-7 ALUM. 6083-TBALUM. Dimension VeIUO(In) For Mullion: O.
2.000' I 2.125'
XSECTION XSECTION 2
U•CLIP 2.000'
A
I 6083-T6 ALUM. 1'X2'X.126' J v-
125 X-SECTION I 125' B 2.854 Aluminum V Q pt p
L C 0.895 Tube Mullion ZZ� o
r D 0.740 Qo gr
125• E r3
q z�
J.740' - 9 2.404 1'X2"X.375' W O Y Y
Aluminum J
3.125' 6.600" CUTHERETO .376' C 0.635 1= �
.375' �_CREATE F-CLIP,SEE MIN. 6.000" Tube Mullion U Q O 0
MIN. DETAIL F.SHEET4 IN. 376•MMI. AD 1.89750 a Z eo In
r-------� r-------- B 3.000 1"X2.76'•X
---------------------
I I I I I A A I U•CLIP A F--------1 -7
L_ -__-_J L_---_--J 8063-T6 ALUM. `- :-------------------- 2X5 ANGLE CLIP C 0.757 .376Aluminum
TOPVIEW 8083-T6 ALUM. D 1.118 Tube Mullion
�- TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
8063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE
ZENTEROFANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75'X
ITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16•. B 3.000 .650'
SHEETS 5.17 FOR THEANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUMANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum
DIAMETER:ANCHOR DIAMETER+1/18'. SHEETS 6-17 FOR THE 0 0.836 Tube Mullion
ANCHOR D.C. TABLES RODU(TREVISBD
DISTANCE.MAXIMUM POT Part# A 2'� �w o whlrthePloride
ANCHOR HOLE 1"X3.126"X ` a
5.500' .376• Mull B 2.837 u0dlneCvN
DIAMETER:ANCHOR Mullion Std.Clip Onset Cllp U•Cllp Angla Clip .500'Alum w,y.�„Ne
.376" MIN. DIAMETER 1116. C 0.883 Tube Mull r aw
MIN. 1"X2"X.125"(5) 66605 668113M 6661116M 666243M 666511M D 1.137
i---- -------I------------i 1"X2"X.375"(6) 666006 666114M 66611 ISM 666244M 666512M A 2.625 (lard fide Product Control
I I I 1"X2.76"X.376"(7) 66607 666115M 6661120M 666246M 686513M B 3.262 1.25"X3lum
X.285"Alum
1"X2.76"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.662 Tube Mull ��� y LYNN
1 -- -- I B D 1.762 �` ON (( ��
I - - D I 1"X3.126"X.500"(9) 66637M 6661116M 6661114M 666242M 666516M ` ��'•'�GENs F •�
I I I I 1.26'X2.11°X 1 F P
I i 1.26"X3,188"X.285"(12) 66641M 6661117M 6661113M 666241M 866518M A 1,813 .121"Alum X
------ ------11 No.58705
1.26"X 2.11"X.12W(18) 69370 WA N/A NIA 6WS17M Tube Mull - =
_ �'
119
OFFSET CLIP NOTES: -"Cl•'' ! Zc"( Sr W
6063.76 ALUM.
.126" -"'PO". ST TEE O
.740' 1_�I1-I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �' '���''•,F(ORIOP.
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS S ANCHOR O.C.DISTANCE. �i�'9 �{(�� �G�'`�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN N.#58LIE0 P.E.
FL P.E.#58705
1.000' 1,000' f- 1.062•-1
740' ® '
.083' .385" i I �t �S4iR
,062" {I-{ 126' ---11---,126' �q
062'
.438' I I 1p4
4.000' .126'STANDARD CLIP
4.000' 4.000' 2.625' 2.000' 8063-1'6 ALUM. I 2.125" 2.000'L-N
CLIP
1Py XS�CTION U-CLIP LUM.6063.76 ALUM. ON ,126" N
.126'q376-
.126" •126" XSECTION L m r
.031' 7'- z
1 .126'J _O
T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J
'125 .156"J 375" DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE J
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m 2 I rn
HOLE DIAMETER:ANCHOR DIAMETER+1116'. W N o Q
1"X4'X.125" 1"X4'X.375' VX4'X.375'
MULLION MULLION '7'-MULLION 6.600' 6.000' m
6063-T6 ALUM. 6083-T8 ALUM. 8083-T6 ALUM. 3.126' CDT HERETO 376, MIN. p cM0
.37b' -,{_CREATE F-CLIP,BEE MIN.
X•SECTION X•SECTION X-SECTION MIN. F DETAIL F,SHEET4 Z 7
1.260' .376' Z W
r-------� r--------X r--------- -----------i .376'
I CENTER OF �
1 I I I ANCHOR HOLE j j MIN.
1.260' t2.- I I D.o vZ
1 I I f I MUST LIE WITHIN 1 I
I I I I THE DASHED I I H U `-
1 BOUNDARY.SEE j j Q pX p
I} SHEETS 5.20 FOR I az Z N
2.876' I I I I I THE ANCHOR O.C. F I F- ¢§p C O
.�--_--_-_ •t
3.94' i I I I i F I DISTANCE
j j fn Z N o B�
3.250' 3.2 I i I i i ANCHOR HOLE I 10
.100' jDIAMETER:
.100' LL ______J L_--____J ANCHOR L______________DIAMETER+1/16' -------� Q 0 to
100' 2X5 ANGLE CLIP Z AO O
4" 824' L STANDARD CLIP U-CLIP 6063.76 ALUM. d'�2Q;
+( .820'i�� --i .820' h- -"i .820' h--L : CENTER OF ANCHOR HOLE MUST LIE 6063
-1
80T3�TALUM. TOPVIEW '--X d�
WITHIN THE DASHED BOUNDARY.SEE
PVIEW
1.25'X3.25'X.100' 1.25'X3.25X.624' 1.26'X3.94'X,824' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
DISTANCE.MAXIMUM ANCHOR HOLE
MULLION MULLION MULLION Dimension VOluo In) For Mullion: Dlmonslen Value(In)For Mullion.
6005-T5 ALUM. 8005-75 ALUM. 6005-Tb ALUM. DIAMETER:ANCHOR DIAMETER+1116'.
3.687 1'X4 F 1.038 1.26'X3.26*
X-SECTION XSECTION X-SECTION G 1.000 ,125' G 0.500 X.624'
H 2680 Aluminum H 1.438 Aluminum
3.489" 6.500' --�{ 1 3.000 Tibe Mullion 1 3.250 Tube Mullion
2.661°� .125" •3 N. I .375' F 3.187 1'X4'X F 2.625 1.25'%3.94'
G 0.767 .376' 0 1.125 X.824' PRODUCT REVISK)
Z
1.377''" •126' . 77 I MIN, H 2.430 Aluninum H 1.500 Aluminum a wroplyhylwltblbc lerlda A
u0d10 lbs -� o
I I I I I 3.000 Tube 8.1' I 3.260 Tube Mullion 8
I I I I i F 2.260 1.28'X3.25' F 2.813 3D'Be Mull fJasc
125, I I 1 I I I G 0.750 X.100° F 2.875 46'Be Mull /
.125' 45' 2.250' 1 i I i i H 1,600 Aluminum
30' 1 3.250 Tube Mullion sdo Pto uL1 Canlrol
I I I IT
I
3.250'45'BAY MULLION I 3.250' I I I I TABLED X1111111/1
30'BAY MULLION 8083-T6ALUM. L______ I L. ____� Mull Dimension PGT Part `"�`O0 'NN
df��
8083-T6 ALUM. I XSECTION
(sheet 0) Mulllon Std.Clip Offset Cllp UClip Angle Clip ; �.• 1,10ENS.'•.F
XSECTION I C
1'X4'X.126'(10) 69364 688111M 6661122M 866241M ON518M
OFFSET CLIP ' �f
I I .125' G 6063.76 ALUM. 1'X4'X.375'(11) 66610 W6112M 6601123M 666242M 666519M )t� No.58705 '
.22B'-J .981'-4 .226' I--,981'^1 Ut�,740' TOPVIEW 1'X4'X.376',r(11) 86853 666112M 6661123M 6S6242M 666510M
NOTES: 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6W2410M 6665115M
1.25'X 3.25'X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M '
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ',, 5 ATE
1,25-X3.94'X.824'(15) 20182 6681117M 8661128M 66524/M 686517h1 %�`�.''•.F(ORIDt;r'•G��:
2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degreo(19) (16649 WA I WA WA 0665110M
45 Degme(20) 66650 WA I WA I WA 6665111M
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYNrI11MItL�R',P.E.
FL P.E.9 58705
TABLE E ® o
Mull Dimension PGT Parol
(sheet#) Mullion Std.Clip U-Clip Angle Clip f' •125• -��- .125' -I I. ,t25• �y�'�
2"X4"X.26"(16) 88802 668281M 660271M 6665112M g�7
2"XB"X.28"(16) 66604 866262M 666272M 6665113M I STANDARD CLIP F u-CLIP 2X8 ANGLE CLIP o"
6083-TB ALUM. 6063•T6 ALUM. 8083-TB ALUM. s Y
2.000' I X-SECTION 2.125' X-SECTION 2.000' XSECTION
NOTES:
.125' I .125' L .126' t8}m
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING d
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z N N
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I----1 490•-�I r O �j
HOLE LOCATIONS, 1.490'
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.500'
W
cur HEaE ro 5.000'--L_.375* W y o
2000' 3.500' CREATE F-CLIP, .
.375' r_SEE DETAIL F. .375' ,375" MIN. z0 co y
MIN. SHEETa MIN.
------- ------ -------- -- -- z
LU
1y¢I
z
4.000' i I I i -� v
Q- -I-- --- --I 3.438" E + 3.438' i V
.250'- 2•X 4'X 26' I I
MULLION I I I 3.438' j --------I Q 0 z o
8063.76 ALUM. I I 376' p¢
X-SECTION I I I I j -� W O"' Ao M�
�- ------ ---I--- -------- -- -- L-------------------- MIN. w J S2
�- STANDARD CLIP 2X5 ANGLE CLIP U Q O
U•CLIP,6083.76 ALUM. Q O
CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. SEO FOR 2•X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. a fA (q
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE GASHED BOUNDARY.SEE TOPVEW �'O .O
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE 'S g-�
DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'.
SHEETi3 5.20 FOR THE ANCHOR O.C.
5.500' DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER ANCHOR DIAMETER+1116'. 5.000'
2.000'- 3.500' "I CREATE F-CLIP,
.375' I SEE DETAIL F, .376' .375•
MIN. �-SHEET4 MIN. MIN.
.375'
--------'+ ---------------
I I IRODUCA
1 I co V41ngwithgicFfof a
I I I I I
No
I I ,
product ontrol
-I-- --I- 4.688' �C +--------I
.260• 6.000' � i T- i � t 6.438' I I \tllllllll
b.438• I I LYNN
6.438' .........
2•X6'X.217 I I I I j : 1�.•'�\GENSF '•.F•Q
MULLION
6083-T6 ALUM. I I 1 I I i =��� IJo.58705 •�t _
X-SECTION I I .375' - -
L---------------------� MIN.
[ �E Ofs ••��:
� �•�.� ''•.FGORIOP••'C9C�
STANDARD CLIP U•CLIP 2X6 ANGLE CLIP
260' BOTALUM.OP V EWUSED FOR 2•X 6'MULLION,SHEET 17 BOTALUM.346
TOPVIEW ////S�ONA�-• ��`
TOPVIEW A.LYNN MILL'E'R,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-1/4-.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60,1)PSF.
NO ANCHORS IN HEAD i)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1*-65.REFERENCING SHEET 25.7HE COLUMN USING 1w
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABL`S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED
IFDESIGN PRESSURE OF+60.01-60.0 PSF,IF THE TABLE DOES NOT SHOWIHE EXACT SIZE,USE THE NEXILARGER SIZE AMIABLE. jc+ ,
SEE SEE FROM TABLE 3A.SHEET 7.THE i*X 2.75"X.375-MULLION(LENGTH-72%OPENING WIDTH TV)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD ' t
FENESTRATION DETAILS, dg
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION.
N�"�'E
P.-DU
APPROVAL 2-3 2-3
FROM TABLE 4A,SHEET 8,THE I'X 2.76"X.650"MULLION(LENGTH m 72".OPENING WIDTH=70*)HASA DESIGN PRESSURE OF-/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE tL
MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LOS,
LENGTH
2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. to
SEE z
0
DETAJLS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUqTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH
2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, TH THE
p
--:t— IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINEDTO arz 72.7 PSF WITH AN ANCHOR CAPACITY OF$36 LBS.ALTERNATIVELY, LU
N SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 POP: On
WIDTH
p
OPENING WIDTH L (60 PSF)x f 116 LBS)=524.9LBS (MAYBE USED TO QUALIFY#10#EEL SCREWS FROM TABLE 4B) QD
72.7 PSF
Z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A 2 L
DESIGN PRESSURE OF+50.01-66.0 PSF. 0
FOR THE VERTICAL MULLION:
i}INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32-+72'+1--105-AND THE OPENING WIDTH IS 36'+36'+I*-73.REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/.55,6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER S
EXAMPLE 2:MULTIPLE MULLIONS IZEAVAILABLE. qQ
MULL WIDTHFROM TABLE3A,SHEET 7,THE V X 2.76'X.375'MULLION(LENGTH=108",OPENING WIDTH-SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF 0: Y Y
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
2
FROM TABLE 12A.SHEET i6,7HE 2-X 4-X.25V MULLION(LENGTH 108%OPENING WIDTH=OW)RASA DESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 00 ma
N
DETAILS,
SHEET$
FENESTRATIONBECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+21=74",NOT 73'AS PREVIOUSLYPRODLICM 2-3
APPROVAL N THE 73'DIMENSION(35.1/2"+35.1)`2'+2"=73').ASSUMED. FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAB
2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY�ND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED
VERTICALVERTICAL I i CONCRETE HEADER AND SILL ARE 8*WIDE.IF THE MULLION CLIP WkRE TO BE CENTERED WITHIN THE 8-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-la'GIVES AN ANCHOR CAPACITY OF 1050 LOS WHICH IS GREATER,
LENGTH ':`SEE SEE AND
R DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
OPENING SHEETS 2.3 SHEET FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2X 4'X.250'MULLION,10 THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIZ MULLION TYPE COULD BE CHOSEN.
MULLION 7 �RODUCTRIIVISED
i)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+7242'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAU*TRIANGULAR LOADING MAYBE hr
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X.269-MULLION(Q LENGTH-42*,OPENING HEIGHT=120')HASA DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE ol�Dlmco No:6 2V�7
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LOS.
SEE
DETAILS, 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE tr
SHEETS
W
2.3 OE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE WICARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH
(4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF 540 LOS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
'o LYNN 4
36',HORIZ. 36-,HORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LOS.TABLE 12B FOR THE U,CLIP SHOWS THE ANCHOR .........
MULL LENGTH MULLLENGTH— R
CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATEk AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS.THE
OPENING WIDTH FOR VERTICAL MULL— ANCHOR TYPE IS A 012$TEEL SCREW. No.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE I$:
+/-64.7 PSF FROM THE VERTICAL MULLION; =s
+1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION).
1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU, . -,-p. )-1 s
-64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
THE LOWEST DESIGN PRESSURE IS+/ ATE OF J-
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION //,/'0. .......
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
LYN14 MIU
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, A. FL P.E.#LIM,P.E.
58705
EXAMPLES OF RECTANGULAR LOADING EXAMPLES OF TRAPEZOIDALITRIANOULAR LOADING:
PW
PW
iyr4
/ f//
SHlDH SH_ SH/OH SHtDH Pyy PW O { Dl
Q Q-
]Ell LL
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 0f ` � L
10-
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MUU IONS J J J J
C� �J HINGED
DOOR Z)
j 6GD ot Z 8� [LI
Pw , LOADING OF VERTICAL MULLION Iy
PW I LOADING OFHORIZONTAIMULLION LOADING OF HORIZONTAL MULLION a (ti.
f
/ / I PW PW $
f ; x
Pw 4
SHIDH SHIDH S - q
Q HlOH SHJDH
Q Qf Qf a ° zoo
f , I SHIDH �mlY
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW t if HR
_ LOADING OF(Z)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
P HINGED MULLION
DOOR fFW PW ! NOTES:
RODUOTRRYiSSO
1)DRAWINGSARE und�cpglYIInngdowNhUaplodda
RERESENTATIONS OF TYPICAL mptanwNo � `'1
J J J — PW CONFIGURATIONS,
f I PW
CONFIGURATIONS NOT SHOWN
. _
cc ! / MAYBE EXTRAPOLATED FROM Oannrol '
THOSE SHOWN:
71 . .._... i 2)IF THE LOADING TYPE CANNOT `����1y(t.YNN �i
I Pw BE DETERMINED,USE ����ts0 //'le. /rri
Pw PW RECTANGULAR LOADING. \ ��CL'NSF'•, Q r
I �`J �4 3)SEE PRODUCTS'APPROVAL N0.55705
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ACTUAL ANCHOR LOCATIONS,
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGDf pARUiIS
'.,FLORID;.•'�.�~
I iZOMAt A I:YN�t��tl�LEft,.P,E,
I