HomeMy WebLinkAboutNOA- TUBE MULLIONS'SCANNED
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Submittals ere fevlarleo fm umtoanm o teat; tinslgn Intent
MiAP91 DADS and gonoral cpmplianco tvlilr ilio l,�;nlrCrf Oacluntntls orl�,
Nolatiom Do Not ltulho410 Cliingfis to (30M ct Sum: 119 AM DAbE COUNTY
o A toval, I ^ nub C01VTKOL S>' CTiON
Cet wfit9 uDd/4r.cuifECliriil, tlr�1 itot 1;oue�' F L
DEPARTMLNT•Oi, xGpLATORY L )Ijml 3 EI>3 8i111L tb uO iC iSo. 65 SW 26 Streel,•Roo�1t 208
B64RD AND CODE A DMIIYiSTRA ��%hoS& for Ctinipinli ' 1i1iC!Eiil�� ►i259p F (786) 31S 259�
I OTICE Ok .4�.CCEP•�'c'
q'GT �ilclustries, Xnc� toriipddbtili9 of •&ISltpls ul;il 'fs; s' ��iVtGi� he P•lli�lr: � ,� •
1Q7.0 TechnologyDilve i�t1t vrlU1 alitel tia2 and .i�iCa tP tst:'�o1Yor'�
'North Venice,I`i, 04M wont in 8.g9fl �ni9 sttt►sFar irs�,lltann • tt;�oi l � r M'
VilllI ltre 00hirfi VNII EDIE',
This NOA. is, being Issued acid ®.rulcs andR use of eonstruetloil
,tl..
i� ,
materials. The do6umeiitntlon milb 111ttte ... s 1!0. o y 01vV t Dada County & -
ProductC.ontrol Section to be used irrllrlittt i adtrolrnty sild.m ae��coaailiete.dllovired Uy the Authority
Having yurlsdiction (AM).
This NOA shall not be. valid after the expiration date stated be10_#. Tlie Mi mi-D"ade.Caurity product Coitti'ol
Seatioi (InZvliati1170ade County) and/of the 1411J (in tu'aas. other than Miami -Dade .County) re"sert�v t11m right
to hrive this product or material tested fol• guallly assim"ltce purposes. If i1113 product or material falls to
porforni In the dcoapted.manner, the mnnufQurei will incur rho e:tperise of auoli testilig Witt the AW fray
),nviadiatgly r'evokei modify, or suspend the use of such produot or material -within ifreir,�itrisdietlbp. ].t k
resetyes the tight to revolve this occeplauoe l if It Is determined by Miami Dado Coupfy Ycoduot Control
Seotiontitat this product 6r mtlterlal fai1S to meet the requirements of the applicable-bttilding bode.
This..prodt�ot_js..appoved [�s_descrit+e_'dlerein,_and lips_ bean.deslgtjed_to_cotnply_wilh the Florida Buitdiltg _
Code, including -the Veloolty HanrieanelZom.-
Dl 01SCRIPTXON: &rles'SPGT11 Clipped Extruded .Aluminum Tube Mullion--1.M.1.
APPROVAL DOCUAMJNT: Draiving NQ J G300JR, titled "Impact Resistant Ahunintun Tube Mullions",
sheets 1 tltrougl 't 25 of 25, prepared by manui'aoturer, dated 09/29/11, mIth }'evasion B
dated 10/10/14; sighed and sealed by Anthony Lynn Mill6r, P.B., bearing tho Mloml-Dade County Product
Control'Revislon stamp mith the Notloo o Acceptance nuruber and expiration date by alto Miami -Dada
County Product Control Seotion,
LA1�BLIVO; Bach unit shall bear a perananefit label with the manut'aoturer's .dome 'or logo, city, state,
modeVsQrlas, and following stotement: "Miami -Dade County Product Control Approved% unless othei•tvise
notes! herein,.
Ara Nk*AL otthisNOA shall be considered after a. -renewal application has been filed and there has been
no ohitogo in the tippllcable building code legativoly AiTecting the porkrinance of this product.
TLitMWA'ION.of this NQA will obourl a or the o-g.& tion data or if there has been u revisiv►n or change
in the materials, use, and/or mWiiufaot4to Oft produotRPM.
ME of 1 ement
of any product, for ialo% adv8rtiffil or Wray other pariahst6, ally a"rttii eta . 'i failure
I Itocomply with any section of iW NbA•sl gill be cause foxt
AD V� nM',K91NT: The NOA ftfiiiber preceded by the words 1Vltantl Dltde 6anty, Florida, anti
followed by the expiration dato may be displayed In advertising literature, If ariy portion `of the NOA is
di9plttye4,111eg:lt shall Ua done in it§ r�nttl'ety.
T I'EG x0N: A copy of this entire MA shall be provided to the user by 11e nMniit'004.1rei of., Us
Istiibuto►sand shrill be €iynllalile for % peotion it the job site at the request.of the Buildifi&.0 Total.
T(ii8 ItiOA revises• tlitd i'enei4S Nbi4,11 M 1105.01 Wad bOnsistg of -Us page 1 and evidonco pages T3-1 and
E72, ns well-ki approval do¢upneiitlitaiitiorie'd iiboye;
The.su�lnliied doauuie�ntation evils ravieviacl,byD�anuelPerez, Pam.
110ANo, i6-02-18,03.
MIAMI•D I COUNTY l�xpl�'atidn Data: May 2di 7021
' Agipre*A0»11cl Aprll 14 2016
'Page 1
*,
RGT Irndust�ries, Inc.
A. DRAWINGS
1. Manufacturer's die drawings and
(Submitted tinder NOA No.10-1
2. Drawing No. 6300JR, titled ' Tr
tturough 25 of 25, dated 08/2S
manufacturer, signed and sealed
ections.
-19.0.5)
3act-Resistant Aluminum 'Tribe Mullions", sheets 1
11, with revision B dated 10/10/IA, prepared by
y Anthony Lynn Millex, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration T
2) Uniform Static
3) Water Resistance
4) Large Missile
5) Cyclic 'Wind Pxe
6) Forced Entry Tes
along with. marked -up drawings
mullions, prepared by Fenestration
(samples A-1 thru E-1), dated 02/2
and sealed by Madin D. Brinson, P.
(Submitted undo)
No. I0-081
C. CALCULATIONS
1. Anchor verification calculations a
and with FBC 5th Edition (2014),
and sealed by Anthony Lym Miller,
an
D. QUALITY ASSURANCE'
1, - Miara Dade Department of
E. MATERIAL CERC�'I'IFICATIONS
1. None.
est, per FBC, TAS 202-94
it Pressure Test, Loading per FBC, TAS 202"-94
'Pest, per FBC, TAS 202--94
pact Test per FBC, TAS 201-94
sure Loading per FBC, TAS 203.94
t, per FBC 2411,3,2.1, and TAS 202-94
and � i061lidi6h diagrazri of" blipped aluminum
Testing Lab, Inc., Test Report No. %TL-6443
�/11, and addendum letter dated 05/05/11, signed
.
structural analysis, complying with FBC 2010
prepared by manufacturer, dated 01/29/15, signed
P.E.
and Economic Resources (RER).
IWL:�i I IAZZ . '
Manue a •ez, P.E.
product Coa of aminer
NOA No. 6-0218.03
Mpiration Date: May 26, 202X
Approval Date: April 14 2016
PGT Industries, lue.
F. STATEMENTS dated
- 1. Statement letter of con%rmance, complying with I'I3C-5�h Edition (2014),
February 15, 2016, issued by manufactmer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-11.05'� 01, issued to PGT Industries, inc. for their Series
"PGT" Clipped Extruded Alminnum Tube Mullion — L.M.it., approved on
02/12/15 and expiring on 05/26/16. I
IYlanuol , P.E.
I Product Conn 1 E amvier
NOA No.-OZJI9.03
ExpnalionDate: May26,2021
I
Approval Dato: April 14 2016
E-2 I
I
UITABLE PORALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT RESISTANTPRODUCTS
F1GU E
MVLTIPLE s-�--OPECIINGY+IDDI 'DRve
MULLIONS I
/ I /
HEEES9iFk75 ZJ 1
It /
VEtii.
µDLL
LER
LH.--
kwU.
LMM
JSSDEGII6
XUAX
SHMM23
ADDMONALEXAMPLFS OFMLRLCONFIGURA'NONS:
MULL
UNrTH
r—oPswRc morn— j
HEIGHr
4 Y / FM
SG 1J¢UMULL
SINGLEMUULON SWGLEMULUON
'15EE COAPESPOFVI:G DETA-
'� PROMfl6LNRE 1 A['OVE
STANDARDS USED:
.2014 FLOR)DA BUILDING CODE(FBC), 5TH EDMON
-ANSVAFSPA NDS.2012 MR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
•AISIS100-0T=-2010
grlgo ALN0•TES!
11 DETAILS SHOWN ARE FOR THEMULUON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTAUATION.TYPICALAPPUCATIONS ARE SHOWN. EACH SITUAT10N IS UNIQUEAND SHOULD SE
EVALUATED BYAN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 1X OR2K WOOD BUCKS IF USED
MUST SE ANCHORED PROPERLYTO TRANSFER LOADSANDARETO BE DESIGNED BY OTHEaS.
AACHEs7Ose 2 BEEN TESTED 4TED ASSEF ORES-FLO TW�ISAND DO NOT14MOTOSED PYTTACHEDOTOTHEMULUOONN CLIPS BUT SHAIL
iHsLf m IHSIOH
5HAP8GU� NOTHAVEAGAPOFMORETHAN i/4'FROM7HE CLI'.
3)THE ANCHORAGE METHODS BROWN HAVE SIN DESIGNEDTO RESISTTHE WINOLOADS CORRESPONDINGTOTHEREQUIRED
�IOROTUSED
DESIGN
TO
DEFLECT NO MORETHAN
IN7HIANCHOVALAONTHE6LOADDURAONFACTORWASUSEDFOR.Mr-EVALUATION CW00DSCREWS-
4) PROPER SEALING OF ENTIREASSEMBLY Is THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE aMESS
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETOWNEPRESSURES AM
�8SED ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPI•ES ON THIS SNEFT AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A•�GI ONLYTWOADJACENTUNITS ATATIMEWHENUSING THE DESIGN PRESSUREANDANCHOWETABLEG" THE LOWESTOESIGN
/ SHEET523 ppESSUREOFMULTIPIL?MULL)DNSORFENESTPAT10NPRODU=-AAU.APPLY.
opmez
RMWIT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THENEKT SIZE SHOWN ON THE TAB'_E(S
(OR
HORMONTAL 7)ANCHOREMBEDMENT TO BASEMA.TERIAL SHALL BE BEYOND WALL. DRESSING ORSTUCCO.WOODBUCKS BYOTHEiRS.MUST
SEE os7ARE S TO THESTRU=RE.AT'NCHORSSMOLL BE COATED ORCORROSION RESISTANT
SE ANCHORED PROPERLY TO TRANSFER LOAD
SH�T7 AS APPROPRIATE FOR SUB5FATE MATERIAL Dl6SIMIAR MATERIAL551•!AU•Be PROTECTED AS REQUIREDTO PREVENT
REACTIONS.
PEN-'nTUTOl7 3) RZFERENCe TEST REPORTS: F L-6443: MCC ULTRAC.ONNAGGRE-GATORNOAS
PRCIXSCIS IdAY
-QE oFAH4TwF- 8) MULLIONS APED OTIPS HAVE BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA Blll[D1NG
WSTaE CODE. AND ARE APPROVED FOR I.IPAC•TAND NON -IMPACT APPLICATIONS. MILLIONS ARE ONLYTO BE USED WITH
uYnT.ci;'m PGT,APPROVED FENESTRATION PRODUCTS HAVING CURRENTMPROVAIS.
eYpGT.
10) MULLIONS ARE IN COMPLIANCE FORUSE IN THE KJHL
II) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITEDIPROVIDEDTHAT7HE SPIN AND OPENING
W IOTHIHETGHT OF EACH INDIVIDUAL MULLION COMPUES WLTHTHE.RLRIUIREMENTS OFTHISNOA
— - --- �STRUCTIONS
1) DETERMINE THE DESIGN PRESSURE REOUI-ARAT0J3Sli+1''1 FORTHE OPENING USING THE ASCE17 STANDARD.
2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFERTO SMEET 25TO DETMOaNg WIRE WIND LOADING IS'RECTANGULAR' USING
OR'TRIANGLEARl WEZOIDAt-.
4) FIND THE CHOSEN MULLION'S MULLION'CAPACUY ILBSIFT•I FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 2D RESPECTWEL' ,
THE MULLION TYPE, LENGTHD'OPENING WIDTH VERTICAl1YORHORIZO ALL THE
ANOBTAINED
y VER{ BULLION CAPACITY RBSNFTI OBTAINED SHALL MEETCREXCEEDTHEbVSIGN PRESSURE$EOU_ IREMEN_T (LBSIM) FORTHE OPENING OBTAINEDIN
jIL I 5) FROM THE SAME TABLE USED M STEP 4) ABOVE, FWD THE VALUE IN THE N$XT,COLUMN ANCHOR CAPACITY ED RBSL REQUIRTHIS VALUE
_.L REPRESENTS THEWINDLCAD TRANSFERRED TO THE SUBSTRATE BYTHEANCHOR$AND MUST BEMETTO ATTAIN THE FULL MULLION CAPACITY.
�.
Hy 6)FROMTHE/+NCHORCAPAO{NRBS)TABLEONTHEBAMESHEETANDUSI4GYOURACTUALSUBSTRATECOND[RON(MUL•i1PLE
cttwtGenvsH ANCHOpISUBSTRATFIANCHOR-CLIP PATTERN MAY APPLY) SELECT ANANGHORCLIPPATTE4NANDVERIFYTHA77HEREQUIREDANC'rNOR
pORVExnGu.nEnN. CAPACITY isMEL
MULTIPLE MULUONS 7) IF THE MULUON CAPAC1lYiLBgIF OBTAINED IN THETAELE IS HIGHERTHAN THE DE jGNPRESSUREREOUIREM'=NT (LESIF� FORTHE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA! TO OBTAR THE LOWER ANCHOR CAPACITYRE4uIRED• WTrK THIS
VALUEALOWERANCHORCAPACRYCPTTON MAY BESELE=M FORTRESAMESUBSTRATE
S) VERIFYTHE DESIGN PRESSURE RATING (LBSIFT) FORTHEFENES7,IAnON PRODUCTTO BE USED AND COMPARE WITH TREFINAL MULLION
CAPACITY TLBS1FM OBTAINED FORTHE MULUDN SYSTEM. THE LOWER OF THE'TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) MGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION Wr:EN USING THIS NOATO APPLY FORA PERMIT.
2.6V
N., 50705 )l
A. NYO
FL
. • - DETAIL B:
DEJ•AIL.d, MIwam MULUION ATTACHED TO IX
MULLION T0:2X WOOD BUCK WOOO.BUCK AND MASONRY
OR W6 D FRAU. NG (STANDAiiD CLIP SHOWN]
'(o"S67CLIP SHOWN), \�
I
I' I
• .1 I � ��E �E .a
STpNodRD. •" • 1-EOGe... �' o :v,
1:0P'6JAYSE 11 coitwocD' -
Iia9TAttFn
TNISFJ�TFIOD - `.. • SCAEVJs �µ�td axua�Js �_ f s°"• ,
I
t
a'�` . . a• .a • 4.. D15TANCE
Fdt
a• • Z. • • MASONRY
TH9OFt5ET C!@i5 ANCHORS
,�. .. AECF 47WE FOR
DCTERJOR `a' ' `< UNDO v
ALSOMUSFDFM
OTHFJt F'P-QzTYPO.
CMTFUF
F]diiCDMtDiT 'AND .
L ATfACHM£ ,
SHEEPL
Av
FRONT VIEW
UAI Lk N6T
1) ANCHOR EMAEDMENTTO'dMN(ATEW.AL:SHAL'L SEHSYOND WALLDROSIHG ORSTUGC0.
2)-QUANrM. OF ANCHORS AND MUWONSM"-" V1!f•1A80VEAREFORP]CIORIALREPRESENTATSON
ONLY• RSCAUSETHEM+ HOAOAPACEHS
YISHASED PARTLLY;Ol(TANCHORTO ANCHOR OWANCE,THE
.ppLLt7WiNG5HE1=i5.FORDk1`AlLSA•D,H7HERTffE BDARO`0Al'[ERIORCLIPMAYHEUSERONTHE
$)ANCHOR HEAD TYPEMAXBEPANAFAD. HE)Ct*;ORFI:ATJiFAD'
4)WOOD'BliCKSAitEOFr[i(j,�)AL,SEEDETA9 C.,SHEETa
`p.0000TRACONOREL oIMS,S..AM GFMA70RM0.50NRYPN 1304&MS•DAG?:COUNTYAPPROVED
JLUDN
suc
r�k'R, smTs,
8AND
CHMPIT
SF,E 9FETA8lE97B•t60
SEEHDTE7,
UIN
CONCRESfiOROMD�,DISTANCE.
SSSSCTAMI .
•ECGEDISTANC_a
%IGB
FOR44ASCURY
AN^,•F{ORS
SIDE VIEW
'
a• •
mPt jHE
STAFIDPRO
lg1Jl1
• ,�. •.• ..... ._. .. MNZT RStCONc1iE75 OR emu
FRONT VIEW.
SRWJJCTREV1SF77
asrnmoldyiu6R'+�mD flc,Ibt
IIcilding CDdr:
Aj.TD �CiL1i7 of
E IratioaLole /lD2i
�' ade ooa:d
,OF,X �YNN JJf/(.(/ei;i
C -k No.55705• .:.t
N16
sThrEOF
A•LfkTa7NJLLEF�� P.E.
FL P.E.0 5R705
urn
DETAIL C
MULUON DIRECTLY ATTACKED TO
VIASONRYSMMIRE
(STANDARD CUP SHOWN)
m
A:
A4
EDGR E m7AXM
FOmAsOmW
TYF, AHCHOM A d
ell.
FRONT VIEW SIDE VIEW
IMT AL�TIONNOTES:.
1) ANCHOR SaIEDMENTTO BASE MAtERIALSHALL 2EBEYOND WALL DRESSING" STUCCO,
2) QUANTITY OFMcKoRSAND MULLION SIZE SHOWN ABOVEARG FOR PICTORIAL REPRESENTATION
ONLY. esCAUSM'MS ANCHOR CAPACITY IS BASED PARTLY OIITHEANC)iDRTOANCHORDISTANCE THE
CORRECT QUANTITYAND LOCAMCN CF ANCHO$ MUST 9EFOLLOWFD, REFERTO THS TABLES O
FOLLOWING SHEErS. FOR DETARS A.D, EITHERRThE STANDARD OR INTERIORCUP MAYBE USED.
N THE
3) ANOROP. HEAD TYPEMAY BE PANHEAD, HE HEAD OR IFLAW-Aa
4)WOOD W= ARE OFMONAL, SEE DETAIL C,&qeV?.
5) FOR MASONRY APPLI=ONS IN MLAM�DACE COUNTY, USEONLYMMWAOS COUNTYAPPROVED
ELCOULTRACONORELOO 14'8,5.AGeREWORMAS'DNRYANCHORS-
MULLION To MULLION
INTERSECTION NOTES-
(U-0up) 11 MAY BE INSTALLED IN -TF-- OR'CROSS'
wmlmC nIONS.
v Ts z MAY BE INSTALLED HORIZONTALLY
• (SHOWN)ORVs;mcALLy.
3) SEE U.Cup DRAWIN M SHEETS 21-23
LLI POR CORRESPONDING MULUOK
TOP VIEW MULLION
VARMS
412STErLsoms,
ELF-OM
LLNG O&PRE-DRiLL
MLWON AM USE SMS
MIP.IdDPi
OFFSET
FOR Ecmav fj
wswy 022 USEDF;CA
FF,4&mSTmm WCrrR[CR
SEBSHEET52l.Ty FOR
ATE,
VIEW EDGE Is
ISTANCE
SEE -TABLES
STEELMD
(STANDARD CUP SHI
umVRE
rlp.mclioR
SUTAStEs 181=0
MULL(
FOR 4T==wTmt,N2RTKm
_rRONTVIEW 16G&AN0009njWT%MAMlEFLb
CoE.A 2XWOM BACICER MUST us!
ATrAQUOU Of DyW:Rt
EXTERIOR USEWOCOANCHOREFECS
NOTES
1) FORZCWOOD-BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED-
2) SEE CoR-taSPONDlNG UULUON TABLES,
SHEETS'5-20, FOR QUANTITYCF SCRI04M.
SIDE VIEW
ftFib:i&
r�>
EXTERIOR
EXYFRIOR
0
DETAIL F:
F1ELD-MO6jFIED MULL]ON CLIP
T-CUP)
BPECs:r=A.E,
S EM290 S F'ORDLSTAL AI1cN
Tospwscsu0.5TRATm
kaaaEEREREP
Otoo
O
19VIEW
srtmxv�nuo>a xsss-
Ixro Wccp, STML
ALCMCMU ONASONRT
®`0
® I
NOTES FOR INSTALLATION OPTIONS%
1)DETAIL I$ NOTAPPLIOABLEFORTHE BAYOR 1,2SX2-"'X,vs M=CN.
2) sEE TASLES IS43S FORANCIM aumTITk'S AND SWEETS 21.23 FORHOLELOCAT(ONS.
3) THE 2X5 CUP IS NOT SUITABLE FORTHISAPPLICA"M
DETAIL G:
ANGLEMU IIONN CUP
U'1D71
EITE]
TOP VIEW
I
f-
�li/l„l„ll„---
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
0
a 0
TOP VIEW
EXTERIOR
�;7 xx BANGLE CL:P,
zPEaAnwaRZN0.u�uaTes
�IIgTAUEi) xsas oFauruuti
0
Mll
ROTES FOR INSTAUATIDN OPTION O SH:
L) USE 2ANGLE CLIPS PER MULLION END. CUPS MUST BE MSERTED INSIDE OF MULLION.
2) DETA6. G sib TABLra 1B443 FOR ANCHOR OUANITTIES AND SHEETS 21-23 FORHOLE
LOCATIONS. ;
3) DETAIL H: SEETABLES 153 OR M FOR ANCHOR OUAMMSS ANOSdEET 22 FOR HOLE
LOCATIONS.
w;;j;F,f4,,ilh Ilse Floyd+
Anchor C1IP Patteme
� 1.
PIGURE2:
FIGURE 3:
70
757�3
E
ANGLE CLIP MUST BE USED IN PAIRS.
FIGUREC
FIGURES,
FIGURE
Table
ytS be >♦oxvtslu ltPSdEte SnS Eke aieetd (DP_ MU"LL"I"DN^ "C"AP`
'ANCHOR CAP—
ma_
SP7Woaa FORMULAT31E'ANCHDR
sk. e tnm ♦S—tOA SmSSk[m USETHIS
IT WILL YIELD AMONIMUMANCHC
T WHICH MAYBE USED TO QUAD
IAL ANCHOR OPTIONSIFROMTHE
CAPACITYTABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING-THETABLESANDSHEET25 FOR INFORMATION ON LOADING.
SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
--j 1.000' f--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIDROPENING WIDTHS IS ALLOWABLE
1
EXACT DIMENSIONS, SEE SHEETS 21.23.
3) MULLION AND MULLON CUPSSHOWN ARE NOT TO SCALE FOR
HOLESTOBEDRILLED IN THE FIELD FOLLOWING DKEKSIONAL REMOTIONS SHOWN 0HSHEET521 23.
ploorp
FIGURES SHDW SUGGESTED.APPROXIMATEHOLECOCATIONS
.t2S
G) SUBSTRATES: CONCRETESHALL CONFORM TO ACi 301 SPECIFICATIONS. HOU.OW AND GROUP FII.i.EV
UNI i (CMU) SHALL CONFORM TO ASTM DSO. WOOD SHALLBEPRESSURE-TREATi0
F
CONCRETESLOCK
PINEWITH AN SG OF 0.5i ALUMNUM SNAIL BESCS3T8 AND BEA MINIMUM OF.125'
YELLOW SOUTHERN
THICK. STEEL STUDS TO BEA Wt!IMUM GRADE 33 AND .046•THICK(18 GAUGq, STRUCTURAL STc LTO Be AT
i^X2•X.12 MULLION
LEAST,125" THICKAND ASS. ALLANCHORS INTO METAL SHALL EXTEND AT L'PAST 3 SCREW THREADS BEYOND
THEMATERIALB108Al2ANC14ORSIN=WOODMAYBESTEELIB-BSS.OR410SS. -
�x
uRcoNaYmB arilb 4cHocidz
midinS Code
' tI nDefe
By
Mien! pale Pmaoa
A.
I x2s,s7E
uum.TuLs
Munlon
NS Etm DYmcw 7(C Eiw tmlecm BiWi6mc�unw 1. YIT EIw OQmun 1!{' pco UNewn
Anchor OIIp FaCems
W)X/ANIiRVRVN..,u ANCHORCAP.-
1 MUWONCAP,,.—
JSE THIS FORMULA TO OBTAIN THE ANCHOR
:APAC(TY REOUIR80' CORRESPONDGIGTO AN
kOTUALPRESSURE REOU07EM5NTFORTHE
7PENNG, WHEN IT IS LOWERTHAN THEmuLLI01
OF -THE SEUM-M
MUJO 1ITWILLYIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPAC(TYTAM P
CURE is
FIGURE 2:
®
TABLENOTES .
S) SEE SHEET { FOR MGTRUCTIONS ON USING THE TABLES AND SHEET25 FOR AIFORMATION ON LOADING.
1.000.
®
¢�
®
sMSHEM7,4FOR GEN@RAI- INSTALLATION METHODS'
BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
2) LINEAR NTERPOIXION
FIGURE
a) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR MOT DIMENSIONS. SEESHEETS 21'23•
HOLES TO BE DRR.LED IN Th•E FMD FOLLOWING DIMENSIONAL KLb t CTIONSSHOWN ON SHEETS 2I.23.
a000"
®
®
FIGURES SHOW SUGGESTED. AFPROXIMATEHOLE LOCATIONS.
ANGLE pJP MUSTBBUSNNPAIRS
E BLOCK UNIT(CMU) SHALL CONFORMTO RM TO ActS. HOLLOW AND GROUT -FILLED
STM 0690. WOOD S ALL BE PRESSURE- FATED
4CONCRh OF.123•
.375'
1
FIGURES:
I
YELLOW SOUTHERN FINE WITH/�NSGOFO.55.ALUMPNMSHALLEEWBa•TSAIIIDBEAMNIMUM
THICK (18GAUGE)STRUCTURALS—c LTD BE AT
t'XrXa7s,Muwou
FIGURE4:
®
FIGURES:
THICK,STEELSiUOSToBEAMNIMWGRADfi33A1ND.045'
THE MATERlAL410&#i2ANCHOAND AZ& ALL RSINTOWOODMAY ESTEELHORS INTO METAL SHAIL ,II"S.SOltAT 4 89SS.C�����OND
�,V T1( LT NN
411
c�..
A LLNN MlwiEl3. P.E.
FL P.E14 SVC5
wts•aa,ma . 1 T74'Hlmuaom
AnehorCYP Pah=s
FIGURE if FiGURE2:
�=o
FIGUFe3
�G1XMLISTSEUSEDIMPAIR&
FIGURE4:
M
PlGUR£5:
Iam�
FIGURE B:
aal TaCla Ib6 ruvvnvrt v.r
�p ) X MULLION CAP.,.,,,, •ANCHOR CAP.,o
r.onowa6u Faeda,u Kvtoec �4—--
—g i�-�
VC SSf7m Sna'Qco %fV E1w oloslw aastl
Yfa•Elw trh,moa 17P EkaID4a.'m ApdRaatar IAhecee AwuG= SUM-" Sopag-- US£THiS-FORMULATD-OIiTAUKTHE I(NCHOIL
_Y— —2.— _t•— _�1�_ _z, yam. 1' y,�. �CAPACITY REQUIRED' CORRESPONDINGTO AN
ACTUALPR2SSURSRL'OUIREMFNTr'ORTHEMULLION
avc tva• tau- s•+x' svf- tvc• 2' 14nr %xs
2DOlm (W we 7�db 1=s CAPACITY(FlmMITHETABLE) OFF THEEOPERNG.WFIENTT IS SELECTED
WA 3Ba WA )fol WA WA WA Rtwr [f6smescarce WA 7aalel Tuib. oaoms 1A921m mews aesfm MULUON.ITWICHMO OAUSED M QUALIANCHYN7A
ADDITIONALANCHOROPTIONSFROMTHE
Nu wA WA WA wn WAfvCAPAC[iYWHiCt7MAY8E11SEDTOOUALIFYtastes
ua,ao n7u. 37a,oetarroewe
taA teO lm WA WA MG+ WA 3N lm ll1Cs SaO da ANCHOR CAPRClTYTABLE
'HESTANOARO CLIP.
�JCIRCLEDVALUES ARE USED INTHEE%AMPLEONSHe TTA.
pRObIJC:1LS'iuz%e
NYt�wflhfaFlDcidy
Buila's,gcbdc 6_Q�
A=ptlu=140
TABLE NO7tS:
p,�pi'aivn?�lo $.p2t
1) SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEFT25 FOR INFORMATION ON LOADING.
Dr
L de Pmddct Coossei
SEESHEIFTS 2-4 FOR GENERALINSTALLATION METHODS.
2) UNEAR INTERPOLATION BEIwEEN MUI]-LENGTHS ANDR7R OPENWG WmTHS 1S ALLOWABLE.
+++++t t I'mi 617��.,
3) MULLION AND MULLION CUP$ SHOWN ARE MOTTO SCALF- FOR EXACT DIMENSIONS. SMSHEETS21-23- 2.'so�
`. +t0�`
JC SG'•F'P
HOLES To BE DRILLED IN THE FIMM FOLIDWQdG DIMENSIONAL RFSiRIOTIONSSHOWN ON SHEETSZ-2 .
FIGURESSHOWSUGGEST®•APPPROXIMATEHOLEIACATIONS
4) SU9STRATES DDNCRETESHALLC:ONFORM TO A« 2M HOLLOW AM GROUT' -FILLED �s
'_ { 1 . �tiBLACKUN7T)
kZ��S.
SHALL f oNSOUTHERN PIN£H AN SG OFONdLTHICKEc1STUPSTOM1Q16l1UME33ANbO(18G4UGEj.STRUCTURAL5TEFITOBEAT
•��4:�
1'X2.75'X.37S'MLILUON
'U'c' '• _fLOAID;;.
Lt3PST.125'THICKANDA38.AU:ANCHORSINTOME�"ALSHALLEXT>'KNOATt.EASTsscR>:WTHREAOSBEYOND
Ilos$12A`7CHORSINTOWOODMAYBESTEEl.1H-SS.SOTY�1U5.5.
THEMATERV
FL i 5B705
IXZ76X
35D Alum.
Tube
Tdul4en
FORMULATO OBTAN THE'ANCHOR
-REE8MBO- CORRESpONDING TO AN
5UURE RECUIREMIT7T FORTHS
• WHem IT IS I OWERTHAN THEMULLD
2Aea ®i.isrAhocrFaao-le.er veins S$p6' wn Nix wn T\cMCLEDVALUAREUSEDINTHEF�CA'MPLEONSHEE72a
ANCHORVALUESAS7HESTANDAROCI7P. FS
TEFORTHEOFFFSETCUP, USE THE SAMEAN04ORFAVERNAND
ZAMANOTES:
FIGURE 1:
FiGU2:
I FOR INSTRUCTIONS ON lJSINGTHETABLES AND SHEET 25 FOR NFORMAMON ON LOADI .
®
®
®
1) Sic SHEET
age SKEEM2-4FOR GENERALINSTALLATIONMMKOOS.
®
2) LINEAR INTERPOLATION BETVdEEN MULL LENGTH$ AND1OR OPENING WIDTHS IS ALLOWABIS
EE
NE FIELD DIMENSIOONNALRESTRTRICCTIONS SHOWN ON$HEEi; 2143.-
2780'
HOLESTO BE DRILL D N FOLLOWNG
SNOW SUGGc'STEO. APPROXIMATE HOLELDCr1TI0NS•
(y3
=�FIGURES
4) SUBSTRATES: CONCRETESHALL CONFORM TO AM SOi SPECIFICATIONS HOLLOW AND 0ROUP-F0.LEA
TOASTM0•S0.WOODSHALLBEPRESSUE—nlEATEO
.6`fP
ANGLE CLIP MUST BE USED N PAIRS
FGGURE✓
CONCRETEBLOCKUNIT(CMU)SHALLCONFORM
yELU W SOUTHERNFINEWi7KANSGOP0.MALUNUNUM;aLBEwS'-'ANDBEAMINIMUM OF.125
,TKCK(ISSAUG4STRUCTURALVrEELTO132AT
Tt+READS BEYOND
1'XZ7SX 855MULLION
FIGURE4:
FiGI)RES:
®
TRCKSTEELSTUDSTOBEAIANIMUMGRADE33AND•0
LFAST.I2S THICKAND A3&ALL ANCHORS INTO METAL SHALL W—EMD ATLEASFS SCREW
THE MATERIALD ktbal2ANCHORSNTOWODOMAYBESTMLI&'t3S'S'OR410SS..
bgzblc s
ror�No. ffC4705
{, L�
TO ; Or
<<111 I114ti II
A. LYNN MLLEN P.E.
FL F.E.058705
VIVEmut— I 114,0:outm�
AnehorCllp Patmmt
PIGUREI: �.2:
==
FIGURE S.
ANGLE CLIP MUST SE USED I N PAIRS.
FIGURE4:
FIGURE5
FIWJRL:&
1C° stC Aceuantm yr EEousmm� - atg¢ct�lar Sixvr(� sera (us} setnv l�q USETH75 FORMULAT10.011 1,.E•ANCHOR
Ear oss• CAPACITY RE4UIREO•CARRESPONDING'TO AN
Y 2-vr r sur r sus• 2•
• wl. 1•vr tau• 1-vr sat• hvr r sye• terra• v aes A=A—' PRESSURE REQUIREMENT FORTHE
astms wsr �a OPrNAIG.WHENIT IS LOWERTHAN THE MUU1074
os �alx zmuc Teams Jt�ms sasxs aaaca
WA wA wA tazles aasn 11mms CAPACITY (FROM THEiASLE) OF -IMF SELECTED
eaµ MR. Rµ WA
xam 6mlas Nu Tao as 74a lb 880IDt tya2� m2 s ass= "mrs MULL70N• ITVALLYIELDAMMIMUM ANCHOR
WA W7alea CAPACRYWHIGHMAYBEUSEDToQUALIFY
RA WA RIA WA WA IYA IWII N0. I
tasoz yglba 1 a>Y alalra svm 47afm ttolos sm.tx Zsota DDOOPTIONS FROM THE
CHNutWAa ORCAPACITYTABLL
ew tmms ITµ wA ITµ
pRODVCTRLV>sm
TNESTANDAROC P.
ass= •.v9LOIaFRuiEs
TABLE NOTES:M
Dda
7)SEESHEET7FORiNSTRU0TI0NSONUSINGTHETASLESANDSHE•T2SFO,RINFCRMATIONONLOADINC,
�aPso�tt
SEE SHEETS 2-4 FOR GENERAL INSTALLATION MET O= � �
ll LL f 1 1111j �
1
2)LlNEAR INr.RPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDTHS IS ALLAWPBLE 3.125
��� 'i •
O?
3)MUWON AND MIlLUON CUPS SHOWN ARE NOTTO SCALE. FOR MOT DIMENSIONS. SEE SHEETS 21.23.
��'• VH F •'P
` �
HOLFSTOBEORILLEDINTHE FIELD FOLLOWING DIM=-NS10NALRESTRICTIONSSHOWN ONSHEETSZ4a
56705
FIGURES SHOW SUGGESTED. APPROXLUA7E HCLELOCAMONS.
4) SUSS7RATES CONCRETE SMALL CONFORM TO AV 301 SPECWCATICH& HOLLOW ANO GROULFILLED
BLOCK UNIT(CMU) SHALL CONFORMTO ASTM G91 W000 SHAU_BE PRESSURE -TREATED �
-
� ••t� ! ��� •b ,:• 1y
CONCRETE
YFJSAWSOUTHERN. PINEWTTHANSGOF0-% ALUMINIUM SHALL BL6063•TSANDBEAMINIMUM OF.125'
GRADE33AND•045•TWcK(i3GAUGEJ STRUCTURALSTEELTOBEAT s•X3.126•X MULLION)
(TVFMULLIO?D
sff.TL-
�'On'••,,.RO.....
�,
THCIGSiFFLsTUDSTOSEAMDUMUM
LEaST.iZS` THICK AND A36.ALLANCHORs INro METAL SHALL FJ(I'FFND AT LElS73 SCREW THREADS BEYOND
tC _ ..
, stsf G t�A�
THE MATERIAL. #10  ANCHORS ONTO WOOD MAYBE STEEL, I &IISS. OR141D S.S.
t
ZPF
A. LYNNIMILLER,
FLF.2.953705
• 1 -- o:19SAain:fftf. 7VA. wA ran ,�� ••.. 280� wA. it5n:-
�nmmnm c•naaaa•ttay. x°oa. �sotm. xoaae m7Da {7oma• r aA Nu wA emma •nastm Norma
a7a•!L WA WA WA 200.f IDA
--� 'S.DDD' j— AaeeptaamNo S a a
3eyiad:en>]afe 2Q2•l
xAm1w�®x2s.Luyaafrcao
�[uanem$ttS o.WFm fflo. ai �mM 7aolx ^WA runn vAf uFSAS THE STANDARD
CUP.
>SEFORTHEOFFSEfCUP�USETHESAMEANLIMRIAraciv%+�:�"•"•---..-•-----
'FIGUR.E4:. FIGIJREo
7ABLENOTES:
jpESSHEETSFORMSTRUGTIONSONUSING7HETABLESANDSHEST?SFORtNFORhAATIONONLOADING. SEE
``•O`, ....... -?
FfGURE2 FIGURES:
F.IGU:iE 1: D o ° °' o °e
.SHEETS 24 FOR GENERAL INSTALLATION METHODS.
{`l`,. VOents
9FIGURE.
e•
2)UNEARINTERPOLATIONB---MUALLENGTHSAR,7D70ROFENINGN'SDTHSISAU.OSEEIjH
4000'. ,�'it•• uq" G6%05
D
O• O e e e
' e b e•
3)'MULLION•AND•MliLUONCUPS SHOWN ARENOT705GULE.FORDCAOT.DIMEUJSIONSs'SEE2i4&52UKSS HO
TO BEDRILLEOWTHEFIELDFOLLOWINGDUMENSIONALRESIMOTIONSSHOWNONSHEETS21•�.3.FlGURESSHOW
_
-FIGURHI,` FIGURET:
FIGURES; s e. u o, .. • o
SUGGESTED,APPROXIMATFHOLESOCATWNS
OUTFluM
4}SU85[RA7ES:CONt.RETESHAU.CONFORM'fOfi5TMS0�•D.a0O03 SFW].HEPWRESSURE=[R EIJ.OW
� A
_.125 ' i�'`p'• ./LORIOP;'`G���
��
CONCEELEBIAGNUNRICMU)'SHALLCOHFb SHALLBEfiD63TSltNOBEAMIIJIMUM:OF.12sfU1ICKSTEEL
SOUTHERNPIiIEWITHANSGOF0.65A1UMR1lA1
cSS/ONA1
o ° p• e
��� D
5TWDS708EAMWIMUMGRADE33•AND.045'THtCKIteGAUGE1.57RUC[URAIOSB£YOH67HEtrU•iFRIALn1U8
5'X4X.72G A.L`(PBSfrdI�P.E
MUL1tON
MV VIGURES;Ms) MUSTEVUSFD•IN'PAlR3.
AND A3fvALL•ANCHO(LSD4'fOFAETAI.SHA11t]kSEND'ATU.FJ:STSSCREIM1ITHRFA
g2 ANOHORS WT0 WOOD MAY SE STEEL• 18$ S.S OR 410 SS
FLP158"NS
ANGLE
or Et.
FIGUREI: FIGTIRE2 FIGURE 3: FIGURE4; FIGUFtEo FIGURES:
e e °
III I�III�u'� ,I'
L�
FIGURE 51-.. .. ...-'FIGURE 6: FIGURS7:.. .
ANGLE CUP (FIGURES S&S) MUST BE USED N PAIRS.
USETHIS FORMUTATO OBTAIN THE'ANCHOR
CAPACTY REOUIRED• CORRESPONDING TO AN
ACTUALPM6UREREQUI} PlrFORTHE
OPENING, WHEN IT VS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OFTHE SELECTED
MULLION• IT WILL YIELD A M.Nl MUM ANCHOR
CAPACITY WHICH MAY 'RE USED TO CIU91FY
CAPAcT YTABLE.
Teo NsI WA Iww --- -
AH0AR0 CLIP.
--) 1.082' r• ^{ 1.000' }�
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCT= ON USING THETABLES AND S iEET25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL KSTAUiATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE.
S) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT 014ENSIONS, SEE
WL1ED IN THE SELL FOLLOWING DIMENSIONALREMOTION S
dA00• 0.000'
aT
SHEET521-Z3. HOLES TD SEO
SHOWN ON SHEETS 21-= FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
---ate^ice':-t..
_.
4) SUBSTRAYES: CONCRETE SHALL CONFORM TOAD SO SPECIFICATIONS. HOLLOW AND
13LOOK UNTT(CMU) SHAL L CONFDRMTO ASTM M WOOD SHAD- BE
L
GROUT-FILiED CO:1CRM
PRESSURE -TREATED YELLOW 60U7HEIZU PINE WI i K AN SG OF0.55. ALUMKUM SHALL BE
-m,
T6H,CK(18GAUGE.STRUCC7URALSTEBIMUM O E LEAST.125"BTMKANOA38.ALLANCHORS
1'AULUGH� r
INTO METAL SHALL EXTEND AT LEAST 3SOREVI THREADS BEYOND THEMATERIAL CIO &$12
T4A UDIl
ANCHORS INTO WOOD MAY BESTEEL, IS•BS.S. OR 410 SS.
�• •'VG£NSG ��
A LSfi1t FMILL" P.E
FL P.E.1I58705
FIGUREi•
R 3 _
FIGURE4, FIGURE5:
0
A
FIGURE?!
ANGLE
CUPMUST
®
BE USED
IN PAIRS.
FlGURIi NL-
94• QGOulmcon
THISFORMULAT008TAIN7HE ANCHOR
ncITY REQUIRED' CORRESPONDING TO AN
n M 02FcSL]RE REQUIREMENT FORTHE
gWLUON• IT W ILLYiELD AMININUMANOHUK
CAPACITY WHICH MAY Bi? USED TO QUALIFY
ADOMONALANONOR OPTIONS FROM TH2
ANCHOR CAPACITY TABLE
TABLE NOTE,'
1) SEE SHEET t FOR INSTRUCTIONS ON USINGTHETA9LES AND SHEET M FOR INFORMATION
ON LOADING. SEE Mie5lt 2.4 FOR GENFPAL INSTALLATION METHODS. .
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPSSHOWN'.iEtiQP,4� SCALE FDR bfACf DIMENSIONS• SEE'
SHEETS 21-23. SHOWN ON SHEET3�723. FIGURES SHOWS GGnESTE D. APFRrd(LOWING DIMENSIONAL RESTRICTIONS'
SUE+STRAT'Es: CONCRETE SHAM CONFORM TO AC' 301 SPECSOC TIONS, HOLLOW AND
GROUT-I'TLLED CONCRETE BLOOKUNNT (CMU) SHALL• CONFORM 70 ASTM COG. WOOD SHALL
BEPRESSURETREATED YELLOW SOUTHERN FINE WITH AN SG OF G.m ALUMINUM SHP'-L HE
6GS3JS AM BEA MINNMUM OF.123'THIOKSiEEL5IUDS70BEAMMMUMGRADE33AND
l4S'THICK(laGAUGE7.STRUOTURALSTFEL70BEATLEAST-=A S CKANDA3&ALL
#T ANCHORS
WEND ATNTO BEYOHDTHEMATERWL
ai
.03
�•t2',: 'VpicNSS • :E'4'��i
63705 iC
g l� f;
E
10NA1.-���i+`��
A Lff•Ip3'/,IL'crrL P.7=
FLPji95670S
.2L x3.26
xdoo
,MMTub.
Tdumon
_AtieborCUP P&kerc6-
FIGURE!: FIGUREz
FIGURE 3: ANGLE
E® Cup MUS
8 BsBDT
IN PAIRS.
FlGURE4; FIGURES: FIGURE6:
®[[�:] 3:El
I
O
r
Ell. UWxui--tR•Elee tl6leC9a AOlDDf30Yt .Ulaoae0 Apt. 9c�ew(GA screw lol Scm+'!G'� USE7HIS FORMUTATO OETANTHEPNcHOR
ast 0=4 OAPACtNREOUIR£b'CARRESPONDING70AN
y� t y� s stre s a4r
t-tt4• t-Ve taN` 7-v4- f-v4' T fslo' italc• �snu ACTUALPRPSSUREREQUIREMENTFORTHE
a2me moms OPENING,WHE14ITISLAWERTHANTHE MULLION
a 2wten alas i4oac 6T41ef bolLls asmc attm
3wmt MA Km wA wA wA ta2 a* Imix - CAPACITY THE TABLE) OF THE SOMOTEO
m2m 712a1oe MUWON.LTWILLYIELDAMINIMUMANCHOR
o as WA �eame r46m emmr testtoo ,eatlx
WA A NA rIw wA wA WA =z. CAPACITYYJFi1CHMAYBEiUSEDTOQUALIFI'
to name AODITLONALANCHORCPTIONSFRDMTHE
x ftom 77T es aro lm ta7m ssya 4Ta F� try to
too ww w, WA ttu nu xs rb. 42 m ev m . ANCHOR CAPACITYTABLE
t�Rr3DOCTitBVI5E0
iplylq. m Lb L7ada.
8ULLdLo2coda f6.OZ.LH.O�j
Aeeeiee
12SV
t±:plmliem4L
D.S.
TABLENOTES:
By
1) SEE SHEET t FOR INSTRUCTIONS ON USING THE7ASLES AND SHEET25 FOR INFORMATION
)yI Dado [•today
ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS.
2)L.INEARINTERPOLAMONSETkEEN MUI.LYLF_IJG_T_HS lUYOroROPENR?G WIDTHS IS ALLOWABLE
..
`l �`0 •, ...,•
''�yOFJLSS '.,• /�+ i�.
S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXAOT DIMENSIONS, SEE 3.25D'
`� la��
- ti : •.. i
SHEETS 21-23. HOLES TO 8E DRILLED IN THEFIED FOLLOWING DIMENSIONAL REMOTIONS
FIGURES SHOW SUGGE5[EO;AFPROXIMATE HOLE LOCAmONa
SHOWN ONSHEETS 2423.
• 4y SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 36 SPECIFLGATIONS. HOLLOW AND
:CON RETBLOALL CO
CONFORM TOASW C-9D.WOOD SHALL .10G
r, +�'
�..0 •: � t� �j � J��_
,L•
GROIBSTRLTE
(CMtq SHALL
-ice••. F ?mow:
•���
BEPRESSURE-TREATEDYHIOWSOUTHMNPLNEVMANSGOF45iALUMINUMSHALLSE
E�
SDS3-75AND SEAMINQJRJM OF.10tl°THICK M10— STUDS TO BEA MMUM GRADE33AND
: '�'•..F(ORIOP:•: e
�'�1Su1
04S'iH10K('18GAUGE) STRtIGw ALSTmTOSEATLEASf.1TSTHICICAA1DA36.Ati t2SX3.9SX.7Cu'
INTO METAL SHALL EXTEND AT LEAV3 SCREW THREADS BEYOND THE MATERIAL MULLION
�J L.G:`'`
r(YNNi.'`1111T'
ANCHORS
#I D & fH2 ANCHORS INTO WOOD MAYBE STEEL 18a S.S.OR41 D S.S.
A
FL P.E.# 59705
Ex
0
zx
oy
z
N�
�
ibl o
v w
!n •t,rER �� �llt
'rrrrnnr����
C
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9
N
O
A6XSA4
X424
5
J
__j_1—AneharcUpPatteme
FGURE2
FIGURE 9• ANGLE
CUP MUST
® ® BE USED
IN PAIRS,
FIGURE4'. FIGURER FIGURE
6 ••
TO OBTAIN
CAPACRY REQUIRED' CORRESPONDING TOAN
ACTUAL PRESSURE RF.CUIREMHNT FORTI V
OPENING. WHEN IT IS LOWERTHAN THE ML=
CAPACTrY MULLION.ITWIU.YIEWOM �MINIMUMANCLE) OF THE CHHOER E
CAPACITYWhICH MAY BE UTo QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACRYTA9LE.
1?SO'
TABLE NOTES1) SEE SHEET i :
ON LOADING SEE SHEETt 2d ON usiNo THE
FOR GENEtAL t WAWA METHODS. FOR HiFORMA'RON
.4 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWASLE
3.94'
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
RES
SHSHCWWNN ON SHEETS 21-M FIGLRSSS SHOW SUGGES21-23. HOLES -TO 13E DRUM IN THE FIELD ED, FOLLOWING APP=CMATE HOLE LELOCATIC7WN5
4) SUBRRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND
GROUT --FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C190. WOOD SHALL La—:2HEP'
RESSUR _TREATEDYE.LOWSOUTHERN PINEWITH ANSG OF(LMALUMNNUMSKALLBE
O063.TSANDBEAMNN)MU61 0F.10D'TF MSTEEL.STUDSTOBEAMkMUMGME33AND
045' THICK (18 GAUGS). STRUCTURAL STEELTO BEAT LEAST.I27THK2C AND A3S. ALL
ANCHORS IWOMETAL SHALLE)aENOATLEA5T3SCREWTHREADS9EYOND.THE MATERIAL i.t5'X3.9PXM4'
41.S.
0 a= ANCHORS INTO WOOD MAYBE STEEL J&a SOR 410 SS. MULUDN
Rx
I� 1L1VON
1117 t7nL
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oeN 16T.f S77D 1E1S 109E iD7d 17ID 177.E IOTD 503:3 777A Lt12 196t ID. {728 II40 1111f BL9 117D E9,5 10N 77.7 127➢ SR{ 1Dt6 61.f t779 T27. DOS d17 WD tSA a77 46.t 777e 6tt 9E7
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144 Ll 143.7 1 E4 1 442 ISDI 34< fitE 57d as 41.2 5fa its 491 aT3 W 7a2 413 71s 643 7E7. !ri M.a Eb a. f7f 1d.7afa 10.E fEf las WE 171 ANCHOR CAPACITYAD9
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erle'Fx= NErdam A�flft scraw[Go scrfx tw soar (OSf USE7Hl5 FORMULATOOSTABSTH2"ANCHOR
A>r7,ar aneBcOUsxm _VrFkoUnaeorL-��
-4ryGEleDDErttat--uremaODtuen A0�°f CAPAGIT'REQUIRED"CORRESPONOINGTOhV
r avr r sitr r =�• °�• °� ACRIAL PREssURE REQUIREMENY FOR
- A40, CllA-P_atbtne_-�
f_ r ylrr r
yvr 3 VE r zur :1dD cr+s
tJar t-vr t•tx• t-vd' s-ve• wf• � OPENMG WHEN R 6lAWuR
smMULLION
t7s r<aa/sssaald=rorxlca
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taa .toms'• atotm
tsr r use � OrT S
CAPACITY (FROM THETABLEI OFTHE SELEC:ED
awtm reuses aoln 7dSlta �+>'++ +a1fa Fded 6[ilmc laztaEssms tt7afas MULLION. ITWILLYIELO A MINIMUM ANCHOR
Rs 1fA °�� N/A WDRa NM DD7 Es
as 1691tn
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CAPACITY WHICH MAY BE USE)TO QUALIFY
H1w TiEIOt ENS t7ad� ANCHOR OPTIONS MOM THE
s ®t,71'ulna.ansamalDrl:rse9aD fT
HE'AfULOA/ zEAtOb C9DsllR at 'rtn ��.
7wrm
t�it� •imams om Sm� so721fa �t777ss tEEDps ADDITIONAL
-
WA » ANCHORCAPA(TTYTABLE
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WA Nm llm h NlA IrA WA
pAROUC�SRNSaA}S6ED ._. .
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2.OD<i
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FIGUREI• FIGURt2 FIGURES: FIGIIRE4•
°
' ABL•ENOTES
ON USING FOR MFORMA72DN ON LOADING. SEE SHr'fT52.4 FOR
t111tIIIlI!!!
�\ NY I
\� fin;,....._,. t!p�
p
1)BEE SHEETY FOR INSTRUCTIONS
GE?lEfiAl-INSTALLATION METftODS.
RS: ••• it '%
•
RGL'RE 3• FIGURE6:
e ° °
7S ALLOWABLE
2)LINFARINTERPOLAiIONBETWEENMULLLENGTHSANDICROP8�11NGWIDTHS 4.ODD' _`'if. Na.L`87�'
"
SHOWN ARE NOTTOSCALE. FOR EXACTDIN.iTISIDNS,5SHO U GESSTM,APROBXWA.T HOLE `.0=1a yJ� P
° ° a ,
3)MULLIONANDNULUONOLlpS
11.1E FlELD FOL,_05Nt�G DIMENSIONALRESTRICTIONS SHOWN ON SHC-E7S21.73 FGURES
: `l`
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AND GROUT`FRLEO.CONCRETE810C,&
i
FiGURE7• FlGUREB:
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4)SU135TRA-1'ES:CONCRETE3NALLOONFORMTOAC1301SPOIFICATION&HOU-CW
ONFORMTOASTMC�0.W06DSHALLBrPRESSURETREA7EDY0.`-OWSOUTHERNPINEWr7HANSGOF9S5. TXd•X,25'1 13H
BEASKMhU-SMUMGRADE33AND.045 `HIt1C(SS
e
e (F�y
MU5TBEUSED
IN PAIRS
(CMNSTRAT
ALUMINUM SHALL8E6t164-TSAND88AMINNUM OF-125-THICKMALLSTUDS7
GAUGEIMRUC7URALSTMTOBEATLEAST.125 TWCKAND A36. ALLANCNORB WITS A{ETALSHALLEaENDATLEAS3SCREW
ANCHORS INTO WOOD MAY BES'TEEL.18-B SS. OR 410 S.S.
A LYI�NIMILIFR P.E
Fi.Ps.1158705
e
THREADS BSYOND THE MATMWL.i'r10 &V12
ABLE 12A TSui40n a Tab e b 7AE2
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OR
Ah0h0r Cgp Pxharna_ -. - - z,m 'r 2.t/3' 0-tlr r 2.t r our r sue• r 0.4r . G.W aru• =ACITYFT0 RED• CDRFfESPONDIN. AN
_ -- _ eta• r w tale. ACTUALPRESSUREREQUIREMENT FOR THE
R=RE1: FIGtRE2: FIGURE 3: a FIGUIiE4: a F7f'URE& FIGURES: oGURE1D.. FIGURED:
° 0 e
e °
FlGURE7:
RGUREY FIGURE s' ANGLE
CLIP
(FIGURES
e e e e o 0 o 5-7)
MUS•TBE
o e e • e e e a USED IN
oZ
VA. t-trr t yr .u4•I r !
tree r40rta a141m Mobs •.VOP. 34trA 442LZ le0m OP64IIG,WHFSIlTf9LOWER7FiAN-fHEtiULLION
a me m 0a ..'04a )es. ss2 d aas mo 1120 nn CAPACITY (FROM THETAIILI OF THE SELECTED
vA Imsve WA wA wA tGaaea. IMft 2240 MUWON.I7WILLY{ELDAMW11riUMANCHOR
WA 750ma 74atba omm tae2lee 67zrm I a951ba I tt20Lb CAPACl7YWHICH MAYBE USED TO4UALIF:
WA 1i20grt 425hs 1Ti0{tu h79( tab3ma :1TRDa• =40t0a AOOTCIONALANCHOP.OPTIONS FROMTHE
WA 1140 tea WA WA WA 2049 '2aet lbn ' 37m M ANCHOR CAPACTTYTABLF— D PRecucr sets
WA WA WA NA WA WA WA I 14m Rn as c0mplyie5web tlb rtoeft
WA wA WA N!A WA WA NIA 2aetw 1--2,000'--I LTWdmgOedc 1�a^O'y18.o'3
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7_ABt -c NOTES: $taw" prude i
1) SEE SHEET' 1 FOR WSTRUCT'IONS ON USING THE iABLMAND SHEI_rZ4 FOR INFORMATION ON tat 71 1 r r 1!
LOADING. SEESHEETS 24 FOR GENERALINSTALLAMON METHODS. V 4f,
\gyp ..........
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN DIOR OPENING WiD7F:S IS ALLOWABLE E00p .A:' V1 C
3)MUWON AND, MULLION CLIPS SHOWN ARE NOT TO 'SCALE FORENACT DIMENSIONS, s=- SHEETS=-nHu•5N7o5
z1-23. HOLES TO SEDRMLED IN THE FIELD SHOWN ON
SHEEM 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 1i:1'
4)SUBSTRATES:CONCRETESHALLCONNT)RMTOACI301SPECIFICAMONS.HOLLOWANOGROUT-FILLED ��•.. ATE OF w�
cONCRETEBLOCKUNIT (CNN) SHALL CONFORM TOAS7MC9AWOOD SHALL 8EPRESSURE-TREATED ,C1 nD o*•'
YELLOW SOUTHERN PINE WITH AN SG OF t)S5. ALUMINTIM SHALL BE 6063-TS AND BEA MINIMUM OF.12i' CS• �t� �i
THICK srEE3 sruosTaBEAM)ru7+uMGRADEa3AND.o4s. HM(18GAUGE).STRUCTURAL STEELTo
BE AT LEAST.126'THICKANDAsLAILANCHORS,INTOMETALSHALLMO-&-DATLEST3SCREW z•XQ'X. l A.L`�NIYYNII(.i R.P.E.
THREADS BEYOND THE MATERIAL #10 S #•12 ANCHORS INTO WOOD MAY BE MIEEL, 144S.S. OR410 S.S. MULLION FL P,)_jJ B8706
;126"Atom _ � :�',•, � �,..
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1n 80 >r
hf TmaTun lwws=
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Laa2+p Lr+?aa Lasm.+0 10a3fop LwatoO Smd�p Lma+a loam Laa9N 1aa
ex te[1 IM 515
OF-) X (ANcinurc �+.r.,•....,� rANCHOR CAP.,..
1 MULL]ON CAP.........
USETHISFORMULAT0 OBrAfNTHE ANCHOR
CAPA017Y REOUIFgO` CORRESPONDWGTO AN
ACTUAL PRESSURE REQUtENTFOR THE
OPENWMULUM
il tr (FROMWHEN THET B OF'!}iE SLOWER ELECT cD
TABLE NOTES:
1) SSSa SHEET 1 INSTRUCTIONS ON USING THE TABLES ANO SHEET2$ FOR DIFORMATION ON LOADING.
SEE SHEETS 2.4 FOft FOR GENERAL INSTAIIATION METHODS. .
2jLWEARWTFAPOLATION BETWEEN MUL1'LENGTHSANDIOR'OPEHDNGWIOTHSMALLOWABLE.
FlGURE 1: g) MULLION AND MULLION CUPS SHOWN ARE MOTTO SCN.E. FOR EXACT DQr1EN5{Of1S, 9E=: SHEETS 21 23.
HOLESTO BEDpjLLEDA AND
IN 7CLI FIELD FOLLOWINGDIMF3YAMFRESTRICTDIMEN Ii%ON SHEEB 21-29.
® FIGURES SHOW SUGGESTED. APPROXD+4ATEHOLELOCATIONS
ANGLECIIP MUST BE USED {N PA4RS. 41 SUBSTRATES; CONCRETE SHALL CONFORM TO A01301 SPEGFICAMw& IJOU.OW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 050. WOOD 814ALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE W NTH AN $G OF OX& ALUMINUM SHALL BE 6063-TSAND BE MINIMUM, OF AW
THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND .045' TH{OK (18 GAUGE). STRLICNRAL STEELTO BE AT
L6A3T.125' THICKANDA36. ALL ANCHORS INTO METALSHALL EXTEND ATLFA5T3SCREW THREADS BEYOND
THE MATERIAL $10S iL2 ANCHORS INTO WOOD MAY BE STEE1,1m SS. OR410 SS
CAPACITYTASLr_
--1269'•--�
T
21�.125'
1.46'X211'X •1YS MULLION
(INTEGRAL FIN MULLION)
8RCaUCT itsvisa1
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FIGURE 1:
El
FIGURE2:
Ell
FIGURE::
e
ANGLE CUP (FIGURES 1.3) MUST BE USED N PAIRS.
TABLENOTcS
USING THE TATTLES AND SHErT25 FOR INFORMATION ON LOADING•
i) SEE SHEEPi FOR INSTRUCTIONS ON
SEE SHEETS y4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FORFXACI' DINS SHOWNNS, ON SFIE TS 21.23.
HDLES TO BE DRLLLEO IN THEFIELD FOLLOWING DIMENSIONALRESTRLCTIONS SHOWN ON BHEki57l 14.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS_ HOLLOW AND GROUT-FILIM
cONCAETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRFSSURE•TRcATEO:
YFI.LOWSOUL71E3tNPINEWrrKAN Sr. OF 0.65.ALVMINUM SHALL BE 6051TSAND BE A MINIMUM OF.12S'
THICK STma. STUD.STO BE MINIMUM GRADE 31AND .045'TRICK (18 GAUGE). STRUO'TURALSIEEL TO BE AT
LFAST.I2S THICK AND A36. ALL ANCHORS INTO METALSHALL 0CMD.XTLEAST 3 SCREW THREADS BEYOHO
THE MATERIAL 410 & 012 ANCHORS INTO WOCO MAYBE STEEL IB•3SS. OR410 S.S.
DP„e)X�v�� ANCHOR CAP..,,
MULLION C 4 ...,...
USE TM3 FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' 00RRESPONOING TO AN
ACTUAL PRESSURE RSCIARF.MENT FORTHE
OPEN ING, WREN IT 13 LOWERTHAN THE MULLV
CAPACITY (FROM THETABLE* OF THE SELECTED
MUM ANCHOR
CAPACITY" CH MAyBEUSEO O QUALIFY
00` BAY
MULLON
'iG • nb. �T�0.'
. Uri`L; •. FLDRLOP� � G'
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FIGURE I:
TABLE NOTES:
USING THE TABLES AND 6}IFFr?5FOR INFORMATIONONLOADING.
'') SEEESSHET5EET1FORINSTRUCTIONSAL
SEESHE23 FOR GENEFiAI.INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULILENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 2
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT ORdBNSIONS, SEESHEETS 21 Zi
DRILLEDrKTHEFIE.DFOLLOWINGDIMENSIONALRESTHICTIONSSHOWNONSHEErS21-a
e •
e o
HOLES To BE
F(GURSS SHOW SUGGESTED. APPROXIMATE HOLELOCATICNS.
4) SUBSTRATES: CONCRETE SHALL CDNPORMTo AC1301 SPEG4'ICATIDNS. HOLLOW 9M GROUT -FILLED
CONCRETE BLOCK UNIT (CMU)SHALL CONFORMTOASTM Cs0.WOOD SHALLBEPRESSUR&TREATED
FlGUR;3
e m
YEUAW 30UTNEP.N PINE WITH AN SG OF QJ% ALUMINUM SHALLBE 6083-TS AND BEA MMMUM OF.I26,
THICK STEEL STUDS TO BEA MNIMUM GRADE 83AN0.WTHlCK(18 GAUGE}.STRUGTUFLILSTEEI.T 'OBEAT
LEAST:I25' THICKAND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW THREADS BEYOND
ANCHORS INTO WOOD MAYBE STEEL.13-8 S.S.OR410 SX,
a e
THE MATER1Al.B10&M
�--- J
ANGLE CLIP (FIGURES 14) MUSYBEUSED IN PAIRS,
'
DP )XI=v,, .I -ANCHOR CAP.—
MULIJON CAP_,,,.e,.
JSE THIS FORMULA TO OBTAIN THE ANCHOR
CAPAGITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
CPENING, WHEN IT Is LOW ERTHAN THE MULLION
CAPACITY (FROMTHE TABLE) OF THE SSLEGTED
MULLION. ST WILLYIBAA MONIMUMANCHOR
CAPACITY WHICH MAY BE USED TO QUAUFY
ADDITIONALANCHOR OPTIONS FROM THE
ANCHOR CAPACTTYTABLE.
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0
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•1•X2X.87MULLION 1'X2.7SX5*MULLION aw T6 ALI M.
tO3T6ALUM. 'BD63.76 ALUM. 605•TBALL
X-rLRON XS=ON XSEO710N
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MIN.
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BOUNDARY.SSE
'SHEE7S5.1760RTRE TABLE
.ANCHoRO.C.
DIWfANCE MAXMUM
ANCHORHOLE
-OmErMANCHOR
DlAMETERi.'T/f6!.
MDit Dlmonsfon (sheet
PGTPaYt;
MultlDn Std Cll CN[ OMIP VaTP
Arlple Cltp
i° X2 X.1?5" (5)
66605 .
56Bit3M' 6661118M 666243M
66MIN
'XZ`X.375"'(6i ,
'668006.
6661141fd` 6661i19M 6662}d,M
86SSt2M
S X276" X.37b° (7)
668U1
666115M MS1120M 566245M1 668519M
GWW.
'S66116M' M61121M 666246M
666514M
1" X3.'l25" X.600" (9)
66537M
S6Mi1SM 6661114M 66W2M'
SMS1S41
1.25"X3:155"X.Zw.0
' 65641M
Mti7M 6651t13M '66MMM
6MS16M
1.25" X2.11" X.12r 0
S9370
WA WA WA
566517M
NOTES:
1) HOLESTQBEARILLEO IN THE Fa= FOLLOWING DWENSIONALRESTRIanoNS GNE7 ON THIS SHEET.
'2)SEESHEEM5,20FORSUGGESTP.D.APPROXIMATEHOLE-LOCATIONSaANCHORO.C.D.ISTANM
3)SEESHESTS&4 FOR GENERAL INSTALLATION METHODS.
�••-•Y268'— j
2S'
�64
Y16'X2`1Y'XSZS' MULLION
M53•TBALUM
X-sm,11ON
F.di MUnlorl:.
1' XX X.125'
Alumlaum
Tplle Mulllnn
Y XY X.315'
Alwrlinum
Tuba Mullido
Tube Mullion
-A 1.312 1' X27s• X
a
3.000
.650'.
C
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Atumlm7m
0
0:835•
Tube•MUfllen.
A
200D
B
2837
1' X3.12S'X
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MIS Mull
g. 3 175''X:'t88'
XZ65"Ahun
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0
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t. , •125
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I I
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2A00• 6063•T6 ALUM. I t1 U,CuP 2000' .gpeyT6'ALUM.
I 16 �� I•t• X•SE'[IOH S17S
r 1I
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ND lNCHORs 9NNEAD RECTAHG[1LAR LAADSNL'n 1uR1SI'gEUSID.SCANpit MULLION TABLES FORAlAULLION THAT LSATLEASTTHE'MNOOWFRAMEOEPTHOFSt(d"ANp'WALMEET OR EXCEED'ME�REOUTAEA 2f
DESIGN PRESSURE OF+6D.0!•60.0•PSF. WtHnA9I:E'UOE"., NOT SHOVMF EXACT MUSE THE NEMIARGERSIIPAVAILAELF— <
see, i FRCMTABLE3A,SHEET7,THEi"X2.7SX_TWMULLION(LENGTH=TT,DP.EMNGWOTH-7D')"MEETSTHEDEPTH.REQUIRID;HOWEVFRTHEDES70tJ PRE6SUR6.1S+F6&9 PSFAND WOULD' Qa
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INTHIS EXAMFL$ THE DESIGN PRESSURE REQUIRED, WAS+)so.o.PSF.THE OVERALL MULLION SYSTEIiv*SDETERMII�TO EE727•PSFWRHAN-AHCHORCAPACRY OP626 LBS.ALTERNAMQlUY, •Ul ''o= O
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OPENING
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ANCHOR CAPACLTY'0FS21 LB& � •( 1:YNN Arl
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'ACCORDANCE WIN}(TIiEINS7ACIJATION SPECIFlCATIONS"INTO RESPECTIVE SUBSTRATESANOFENEsTRATiON PRODUCT5.T0•MUW ON. FL P.E.$ S8705
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