HomeMy WebLinkAboutProduct Approval (2) 'RECEI'D SEP 2 3 7015
MIAMI- FILE COPY IIM111 DADE COUNTY,FLORIDA
® PRODUCT CONTROL SECTION
DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Strect Room 208
BOARD AND CODE ADIIIMSTRATION DIVISION T(786)315-2590 F(786)3152599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AM).
This NOA shall not be valid after the expiration date stated below.,The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes..If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may,immediately revoke, modify, or suspend the use of such product or material within their.jurisdiction..
RER reserves the right to revoke this acceptance, if it is determined by Miatni-Dade .County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the,Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tub Mullion-L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistaut Aluminum:Tube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1lwith the latest revision dated-01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration,date by the Miami-Dade
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA.will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process. Misuse of this,NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the .vords Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactilrer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime-D. Gascon,P.E.
NOA No.14-1165.01
MIAMI•L)ADE C)Ur4Tv-m S Expiration Date: May 26,2016
EMMM L....4
1 I MW
Approval Date: February 12,7015
l 2'�i�1S Page 1
1
- i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Subuitied cruder previous NOA No. 10-0819.05)
2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 .
along with marked up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL::6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11,.signed
and sealed by Marlin D. Brinson,P. E.
(Submitted ruder previous NDA No..10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5" Edition (2014), prepared by manufacturer, dated:0.1/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER):
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010,dated 06/06/11,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.
aime D. Gasco ,P.F.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
);-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab,Inc., dated 05/05/1 f,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No.11-0922.01)
5. Laboratory compliance letter for Test Report No. FT"443, issued by Fenestration
Testing Lab, Inc.; dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Submitted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT
Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
wu
. Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
E-2
I ,
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION 70 ANYANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE SHOWN.EACHSITWTION LS UNIQUE AND SHOULD BE La–V
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL tX OR 2X WOOD BUCKS IF USED, GENERAL NOTES 1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. IN9TRucnON9__ 1 � $
4EVATIM.— 1
FIGURE I:
FIGURELE N9gb101N FwvBRncusb%L ARCIIEsio eE 2)THE TYPEAND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MILLIONS NULL T0x8OMASOwtY__2
MULLIONS st£DETAas INacRia®IN9Bs HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE OIRECTLYATTACHED 70 THE MILLION CLIPS,BUT SHALL BSTALLATwN NOTES___2
/--� AOOJt REaANauIAR NOT HAVE A GAP OF MORE THAN tM'FROM THE CUP. MN.L TO MAsormY 9
BHEEiB TJ SMPE 'NULL TO STE49'M1Xl 9 N
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UI8C THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPEcs. —3 1/J �
III J�� -
IN THIS ANCHOR EVALUATION. ALTERNATATECI3P9 .4 OON.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. Ill
BAY X 1251 f SPEC1..__4
7%✓'�// III //��\`` I 2.75 .3?S L L WE
II'H'll lll� < 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1%2 X.376 MULL SPECS._-B J W
INSTRUCTIONS. 1%2.TbX STb MULL SPECS_]
L 1X2.]6%.86 MULLSPECB_--e � Z � �
_r / /III /t++l' 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND 1 X IIN X.WO MULL SPECS_A W O F
III _L gee OETAXS ANCHORAGE FOR THE COMMON MULLION, EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER i%4 X.1z6 MULLSPECS—_.t0 F L4j N
l ATMRUG X4 X.3)b TUBE MULL SPECS_11
REeTBza / ONLY ADJACENT UNITS AT WHEN USING THE DESIGN PRESSURE ANCHORAGE TABLES. LOWEST DESIGN
--I' 81EET82d- 1%4X.3]6 TNULLSPEC9._11 J
I III li PRESSURE OF MULTIPLE MUWONSOR FENESTRATION PRODUCTS SH4LLAPPLY. 1.26X3.t88X286 Muu SPEC9..I, .J
OPENNG - 1Tb%3TbX.IN MLII,
Z
NE1oR e)WHEN FIN DING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1JBX3.23X.624MULLSPECS_-14 Z
MAL FOR 1.MX3.NXANMULL SPEC9_15 til
1FNGTH HOIiNU20NTAt T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X4%XAIALLSPECS-16 Q Z
BEE OeraL e,
BEAN HOSED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2%exa6 MULL 5PEt�—.1T y v
6TIEEf9 1J°%2.11%123 MULLSPECS_ib UUUWrIII
/ ASAPPROPRfATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIREDTO PREVENT WX335 BAYMULLSPECS_18 Z O Z N p
REACTIONS WX3361MYWALSPECS._.20 Q o
MIILLXIN6 CMP O9aNSX]N9_21SJ
FENESTMTNIN 8)REFERENCE TEST REPORTS:FTL-8443;ELCO U.TRACOWAGGRE43ATOR NOA'S;ANSUAF&PA NDS FORWOOD CONSTRUCTION; EXAMPLESIA2.__�_._24
PRWUCT9 MAY ADWALUMINUM DESIGN MANUAL LOADING EXAMPLE9_.___2b W
BE OFANY TYPE
W a c REo =LIONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z y N
BYPGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH () W
/I I PGT-APPROVED FENESTRATION PRODUCTS HAVING WRRENTAPPROVALS. asgs� Z y
IMiEDETAXB 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HV(R �H €�A
�HOM�'u EM" 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY B UNLIMITED PROVIDED THAT THE SPAN AND OPENING—AREEEEEg –R
LEI%fIX HORPaRa. WIDTHhiEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
v R�OTII INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LOSlFf'1 FOR THE OPENING USING THE ASCE]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 2S TO DETERMINE IF THE WIND LOADING IS4RECTANGULAFP OR•TRLANGULARRRAPEZOIDAL•. PRODUCTRBVISED
u wmplykb wM Ih414gM4
1— NNOv I--Nrn¢.Muu LFNOTN� 4)FIND THE CHOSEN MUWC4J5 MULLION CAPACITY RBSffT9 FROM TABLES IATHROUGH 184,ON SHEETS 6THROUGH 2O RESPECTIVELY.USING Uu001Ail
THE MULLION TYPE,LENGTH AND OPENING WIDTH ORHEgHT(DEPENDING IF THE MULLION IS SPPNNINO VERTICALLY OR HORIZONTALLY}THE Awy�pN° �S.
�. MULLION CAPACITY(LBSffM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT RBSIFT'I FOR THE OPENING OBTAINED IND
STEP 1}
NeOHr Nimd eNoduct OPmm1
Fan 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
LLNarH �' d NORiz f, f, f, IWBni REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. „111111/17
,�, MULL \�` ON Nry Iii
L I I �I 8)FROM THE ANCHOR CAPAC TVRBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
E aStL, '%
L ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQIBRED ANCHOR `\Y,:' UCENS /(MMM'
CAPACITY I$MET. *r P
SINGLE MULLION SINGLE MULLION 4X.VFAnGIOAo u. T)IF THE MULLION CAPACITY RBS/FPI OBTAINED IN THE TABLE B HIGHER THAN THE DESIGN PRESSUREREOUIREMENT(LBSFP FORTHE N0.58705 T(-`
of IG MmWLI_ OPENINQYOUMAYUSETHE•ANCHORCAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REWIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE `:U
`\SEE CORRE9PONOMG MAU MULTIPLE MUWONS '�'D'• TEE t>S:
FROM ROU/EI ABOVE SEE THE DESIGN PRESSURE RATING(NIBBLE]')FOR THE FENESTRATION PRODUCT TO BE USED/NDCOMPAREWRH THE FINAL MULLION %�•,A� (O�
CAPACITY(LBSIFT90BTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
/IOL
PRODUCT ASSEMBLY. �"""?
e)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. A LYNN MA.t'M,P.E.
FL P.E.q SB705
DETAIL A: DETAIL B: 1ON
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X 9ucasraa Pm su-TE. �Y
ORWOODFRAMINO WOOD BUCK AND MASONRYAn,d° SEE SES) Eslmft d
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) er oTNeu, N
SEE NOTE I, 1F—
' L i � 6WWON e I i SHEET 1. ..•� :.•:1•' '•..•'• Z �N�m N
1
1
I I 1 SEE 6XE(T8 a I I NN]x Ka •• ' EOOE
ERHFA THE I 1 31-03FW NOlE ° I� 1 I WHQtETE MCNU'I• •• I,DbTANfE, J W
_ I SEE9EETABLE9
OFFSET WJLL • I EDGEe e LOGT106 • I EOGEMSTANCE 1&188 Q' N
_ CLPMAYBE 1 OISFINLE a 1 FOR NA,50lELI' W Q a
DiSTAllED 9Y II FOA WOW/ I I 1 ANCHORS DT NO F
TAISNETHW , saEws L ..° I SIDE NEW p Z y
.x9o•NAlcwa a ~ O
• ALL MULLIONS EITHFRTf1E C
• ° e • srAxDAaD 7 U
°• OFFSET 99.EL ? 74
° ° • EXTERIOR e � j N L Z
•° EWE G
•e ° • ° DRTAHCE e ~ Z Q �W`1 O
FOR
MLSO td O
OR
• • • ' THE DFF9Ef QIP 19 ANCHORS •�
AECOL119:NDED Fpt d
EXTERIOR ° x�N99uriur F N S2
ALSO BEtTecn TOR
DRIER FILWETWEB.
G = Q3 �
Q yCC- 3 0 0
TYP.AAC110R P{gy0 {fid E[.�EF�x
TYP.ANLH00. Su95RUTF, �O % 6�d�
TYP.ANCHOR PERSU95TRATE, 6EE TA9L151&TSB
PER SU9^•RUTS, SEETA9IES I&19S
SESTA"•'i&199 EDOEiEty 9UCKSfRIP
DISTANCE Aly
SEE TABLES A yoTHERNI
ENBEDA M 9UCILSTR� 161W T • e••�` 9YOTMER6.
Aly EN9E NENf' 3EENOTE I.
ATT�WNT I �..'. SNEEf t.
WOTI
• BYOTHER9, . ••
SEE ROTE I. ., . •• �• .�.•
SHEET t. .
N@L Y.T NSI WNCRETE ORCAN•• PROOUCTRBW9BD
SIDE VIEW FRONT VIEW hm.!F.;
FRONT VIEWINSTALLATION NOTES
1)ANCHOR EMBEDMENT TOME MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
Z)QUANTITY OF ANCHORSAND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ALL O14Y LYM)lrT///i
ONLY.BECAUSE THE ANCHOR CAPACITY IS
BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE.THE ��Pd1N'UCENgE;'��//FP
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE 1*:
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, NM 587D5 *�
3)ANCHOR HEAD TIDE MAY BE PANHEAD,HEMEAD OR FLATHEAD.
4)WOGD BUCKS ARE OPTIONAL SEE DETAILC SHEETS. ��; S
5)FOR MASONRYAPPLIrATIONS IN MIAMFDADE COUNTY.USE ONLY MIAMI-DADE COUNTYAPPROVED �s•'•.<ORIDP,.:•��`�`
ELCO ULTRACON OR ELOG I/4'8.8.AGGREGATOR MASONRY ANCHORS.
'ArLry
FLP. ILB.705 E.
Ji 58705
DETAIL E:
MULLION TO MULLION
1�.
DETAIL C:
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO NDwDN (U-CLIP)
MASONRYSTRUCTURE 1 MAY BE TERSECINSTALLED IN'lEE'OR'CROSS �
(STANDARD CUP SHOWN)
INTIONS.L Y°
vARIFs
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
I TYP.ANCMOR N
EDHER THE I I PERauaTTRATE, 3)SEE U.CLIP DRAWINGS,SHEETS 21.23 BBt m
STANDARD SEE 17 B 31611aPN
CFFSET Mutt I FORCORRFSPONDWG MULLION. N °
ctw narsE I i _ mse DISTANm TOP VIEW ZO
M3fAllm BY II
Txla ns:Tx I I i F���' vAwm
l i•I' EEIEz�a=t mEVM Dn PnEonlu 2 K m 10
.,//J� ```/ MULLHYIAND U6E 4A4
WB O
ED F-
/f. Z .NJ
EXTERIOR °e e ° , g O 7
TI�OFFSET QIP I9 `` :3 d;• L
Fqi MABpNY • y Ra°ra.UDmm FOR / .. z
ANo1oRs , wwooTrmAAr LDrI°"
z
B . e oµTNm°Fnu.eiivEa EXTERIOR _ Q Z <
PPERSR�ATE, n Q O 3 m o
�6EE TA&E818.18B TrP.ANpIDR sEEsxEErs Pla Faa Tj
PI-� on—
ER8U99TMT6 JQ MOLE LOCATHl6 N a 8
P .BEETN3lF.81&188 FRONTVIEW EDDE to h
ATTACHMEM —'WCL
SEETAB ES
SEENOTEI, 1&iSB Z a+ O O
�Egs .r.. BftFFT I. •. '• a - z q y
L— ,.•
EDGE
s., s SIDE VIEW 8�
MIN2]KSI CANPiE1E OIiCW YP12TR61 LONOiEIE OR CMJ
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CUP SHOWN)
INSTALLATION NOTES: slaucTURE
TYP.ANLHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. e
PER sUBSRUTE,
2)OUAMRY OF SE THE AN HOR CAPLCON SIZISB SHO PARTLY FARE ANCHOROR TOA CHREPR DIST NCE. sEE6HEET9ONLY.BECAUSE THE ANCHOR CAPACITYIN BASED PPRTLYON THE ANCHOR TO ANCHOR DISTANCE,THE stsaFORCORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THEot�FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED.3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.4)WOOD BUCKSARE OPTIONAL,SEE DETAIL C,SHEETS$)FORMASONRYAPPLICATIONS IN MNMI•DADECWNTY,USE ONLY MIAMIAAOE COUN7YAPPROVED. Ll E—
Aa ,)7ELCO ULTRACON OR ELOO 174'S.S.AGGREGATOR MASONRVANCHORS. TEEtsruosTN .TIDN ` ;• yICENFRONTVIEW cAooE,A
BasyoancTTanuusrtuEa
ATTACHMEM BY OlNERB. N0.5870$ T)}�
U6E VJODO ANGIORSPFCB
. EXTERIOR -0SIDE VIEW
NOTES:
1)FOR 2X WOOD-BACKED STEELSTUDS,WOOD 'OT'•• ST 'O�5,;�``
ANCHOR VALUES MAYBE USED. 'id`s'• OflIOP,••'����
2)SEE CORRESPONDING MULLION TABLES, EN�:�`�
SHEETS 6-20•FOR GtdANUT1'OF SCREWS. A LIl'NN MIL!C'�)3,P.E.
FL P.E.R 88705
DETAIL F: DETAIL G: DETAIL H: '+�7{
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �' C
(F-CLIP) (ANGLECLIP) (ANGLECLIP)
SHEIS2NO3EF,ORPSFALAIx)N
rosLRsusrAs
Y
eArwe,
N
MULLION 0 O z
OOJ
0 d
o 8p m w
TOP MEW 1=!1D1
SIDE VIEW
I I m V 8 O
SHOWN WITH I•xP x.115 TOP VIEW
_ MIRLION i I i Z
EXTERIOR I I I I suesFRA1e, 7 �
� I I sEErAsus lNlaRlse Z �� m
I I I
BTANOPAD MULLION CIIP I I PERSUSS�MTE. I I EXTERIOR 7 Z
MOOIFIEO TOFRFIELD _ - 1
OONDNIONS. cu
SEETABLE91&IIB Z
I 1 I I
2PMWZ
I I I 1 I 2PEA MULLIlON0N EIx).MISIEE '7d' Q Z N Z
ULLIDN � I I� I SlSFALLFD INSIOEOFBAT MULL F �� $O 0 _
I N
I 1 ii I I I I W
pF N
0, li i rxs•x.t2s• F, y
it I ANGuccuP,
a I I
2-- Eh.. Q a 0 0
i I aF a z o In
TTP.A
1.suEWA..
SEETAELE41 1
... &UG
./1 INFO WORD,
L� 6TEELILLUM
ttlro WOOD,STEEL srarmARD aeroeE EXTERIOR oRMAsowlr DcrEww
ALU6LCN1 Oi MlSONRY M006EDINFIEID.
PRODUCERS SSD
8uM
�1d IU116eMalda
4� @ S:O1
INraw000.srEELTm N1 .. ObnlN
V61
' L111111i1/!1
EDGEoW"m
PERANONOR F NOTES FOR FOR INSTALLATION OPTION 08 HOPTION 08 H: �aOH,......,•�!/(��
OO `���1yCENSF•.�F,p iii
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ..- ••.•
No.58705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 12VX 2.11'X.125•MULUON. 2)DETAIL O:SEE TABLES IB-14B FOR ANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE
LOCATIONS.
2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE $ 5
;0,�•. A E • z
3)THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %Lts':F70RIDP.•'G\C;.`
A.LYNN I,I(LLER,P.E.
FL P.E.A 58705
TABLE 1A g[ypj
Mule-
Ct aoi Table bae G^N•5
OponlnB Wldth(TorveAkalyaperd nxilllm)orOmIno H•lMhlPor hodrmlagvpaMrOlMao) �uuuuuu•Y
ab w 70b eon nln Imb 120b +ab Iab T�
Realmpalr llsp'Mep. Reotawv nyAaap RaHanwlr MplrYrq. RMnw.! il.pliMre. nckngJb Irt✓TL{y. REGI»paN lieplrrlW. Rlair.Pa/ TnplTetlY. namwr Tn{IfaaB. Re9Wprbr lmpf2•k} p
1x2xA25 L9.are leMre Sway L-ft L9eay wen0 ware lA{ay were la•are wey lotlre wmi9 way wey Lmbp ware latay .�Y ]]]Y(((
IQ
O
'Na 111.8 /N 1.5 112 qt 4N it" am TIF IN IVA ml MA IN INA ]12 CIA 1. 104.0 1N 65A 4N INA 319 o.0 {m 1a.o 316 3211 oe IB4a 312 010 IN INA 310 J W
ab iIA 012 838 am[2..
]m ]0.{ ]s 3311 N2 CIA Ne N.8 ]V esa 2113 NA ]t2 elA ]N ]!.a alt 01.0 aA{ 3111 n2 01.0 all 2911 at] 3111 ]N 2U ]m e1.0 W{
a0.emb EDA N1 roA 2N ml CIA 2m .8 2a1 e17 2N ]211 NI all w NA 31 at mt ]I11 m1 Ie.] IN 30.9 281 4" 212 ]38 N1 W 210 EDA NI Ila 212 �
W '0 0
y wb CIA 247 01.5 2W car I. as ITS 2n Na 122 332 wi NA IN n] an ]2.{ IN 204 Ni ]64 IW 2111 Ni ]Ef to 19° NY MI IW 19{ UT ]LI 10 m � N
T¢ mb NA am N] fro 2m SA 1m n.{ mo aLa tm' 24.3 200 NA 1a 2L] mo na fN ID] mo NA IED 1" 200 210 1m •rJ m
] mb 11.1 1n ]sa fm tet m] is 217 to ffi9 149 20.1 lel tle Na to lal 2rA IN IeA let 2f.T 1N 7
910 Me 10 1-1 to 1m 111 Iri 203 1m 211 lie N.0 1m NA 1N Z
Teb 4.] 1. 2]] lm tN IVAreb 1911 1m 10.1 IED tm I"
J ' 2z
Nb RA 118 132 1N p
TABLEIB ANCHOR CAPACITY ADJU9TMENTFORMULA: �O o
Anchor CaeacTV Table Ibe NCHOR CAP.,e, W
ewlnl' lit oomNl9 Sek0onA xoe9PaW Eoaaeu PTYNN eV1A (OP-)X(VA "'�•ANCHORCAP.- �
otr Flo V{'aB Ew N1Y Ba Dr 9e Beo 810SWI BmeM a1251etl ULLION X
AnvhorCBp Pa84m• NdArTTp¢ x14 E.m2sm W'E1w Wwm V'r Eko UWeaa9 W'Eb9l0aCm KT
Mlrsm A2pie0Eta weem ABWtNn eamn(OS)eneT(os) -(.1 USE THIS FO OBTAIN THEANCHOR IN N VJ
Ea2e OIbrc909k i• 2daffl.A .A
210• I• zda T sur r na• oN• am• CAPACITY REQUIRED'COARESPONDWG TO AN <41N• 1-W' I-IN• 1.114' r lye' Ica' rMn ACTUAL PRESSURE REQUIREMENT FOR THE
2Arcan®1m•Nbo.alslwemorawaagUFa11 mo. 3a0b rNUb 219. 2313 ]51. ia. 31{. eNlb wen all. III. WEOPENING,WHEN1719LOWERTHANTHEMIALgNptl3WA XIA Non !W WA WAWAWA mx. ms. I1mn CAPACRY(FROM THE TABLE)OF THESELECTFD �II �allon can WA law Tan aa. lean �w emn Umn MULLION.IT WILLYIFIDAMIMMUMANCHOR8S11 WA WA IUA !YA WA WA WA WA WA WA WA WA }fOb CAPACITYWHICH MAY BE USED TO QUALIFY
I �siInn Inn em. V5. 1/on Drn aron 1e/. -1. m. Don nUm Non ADDRIONAL ANCHOR OPTIONS FROM THE
2An II.1Y]an aW 91 Nan tee. 1911 NL1 tan WA WA WA WA WA 311n 442n eaen ANCHOR CAPACTTYTABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE I: FIGUREZ'' TABLE NOTES: PR DULTR WISED
• • • - Nh'b2 mLb ploNde
1)SEE SNEETIFOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D!-mp-
3)
lIOIMOW, $•O
..� I SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1.000"(--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAR OPENING WIDTHS ISALLOWABLE
FIGURE'd' T -. ` un Coninil MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWIN G DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2,000' 1L11111111//
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
W PAIRS. I `�O•••...••
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICAT10N9.HOLLOW IWO GROUT-FILLED L "1� �� 5.'•�ICFN
ANGLE CLIP MUST BE USED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED
FIGURE4: FIGURE 6: FIGURE O: YELLOW SOUTHERN IT
WITH AN SG OF D.SS.ALUMINUM SHALL BE 8083-Tb AND BEA MINIMUM OF.125'
�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045•THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT I•XSX.l2SMUWON No.66705 0 LFAW.126'THICKAND A3&ALL ANCHORS INTO METAL SHALL EITENDAT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.01O S 012 ANCHORS INTO WOOD MAY BE STEEL,IBB SS.OR4105.8. ' a
�O.aa��•t SATE r"��:
can•.FY ORIDA•.
A LYNUTAILR,P.E.
FL P.E.068705
TABLE 2A H
Mullon Ca ecl T6bm elA1
OpenlnB WHEN(forwrauaAy-opeMrO mNom)orOpmmp HelOht(forhalroMalry,epeMlp MUS-) a'
mN WN min Wm wb tmb lam Noel iWb
Rmtrp.lr TnpTMro. eteclup4r hepT4s�p flrta'piier plprrAero. RrAeroWu Tnplmrp PICM1roMer Tr�IrNro. Rml.roaer naplrMip RaGrpUr TnNTMro. RIMroJer TnpRMip Rlolerpilr Tn[aL6Rtap
12 2Z.J76 ..%,[4W
1 gB lSgma,ryWq gB lSBo Im 8B 5BW In gB tSBo O v gfi L-Idmc yp uS . ®r,15g-ft pB t5g0e01N$3 p5lSgoe9ro 9E 15gpOgWy e5 L5gwM9pY ®6l5gwSigpY @3 ■E 15BdOm7p13 e515BmWpgY$$ 9 Lg5daiygV lSBned qWp l5gOe9 gyro �Y
Am mcnbe Nam Imo tmo 155 tau ® 1mo Im 1ffiT nao rm nae em 1m6 6te +m6 1m¢ aT me. ®] Iffia 6n mT lase sw ea¢ ee] taA mT m70
m 12U t568 Ilo 101.1 6w 11¢2 1m e82 bm tOS] AN r90 Sm tae aw mA ear w.8 m1 me m7 n0 m mr e% W.0 me ISI 6m w0._M 1n? ttae Sm m1 ase w9 m Tal 1s iR6 na etc ase eae ]m 6TA 1•A eu mT IIA m moM aT2 4II ma ase A.eNm m/ m] m 712 4W m0. Sm BLa 100 aT In 614 400 mi 510 47.5 Im INA M6 4x7 4m m3 314 ale 51] me ®a eie ]1] ffi4w e1A m m 8BTiSto a4 67A 3m 4l6 ]24 6u 181 ]60 II1 16o m6 ate 224 4aB al .1 W4 120 336 Ma m4 m6 23] 2x3 - m5 . I- Z d619A ffi Ko ml 192 118 Y1 2e1 ale N1 h0 ]iN $e mT ffiB ffiI "I ]a ffie 2N ]6] 2a aI 3w a.5 3m IP2 >a AI 3]0 166 ]01 m.1 Ix mal 469 4e.e Tm a8 SW 124 2m a4 m1 ].1 321 1¢3 2m Stt 318 ffi0 1m a18 113 III Sa 2¢e 313 10.8 Z® ffi6 31a f67 3® 22T >m tag ?m D.r m9 Z ak0ppb Mo wA 100 m0 ffi a22 tet A] 2m ffi4tee a6 II6 ]68 135 ffi6 2m Il6 1m 166 2m 221 1m 16a SII ffi] Trr 13A Zb 1¢e 1m 1fi 326 10.0 1m pmm me a6 1P 316 2m tr2 tm ]1A m3 Ilo 1m 10.3 m3 Il6 181 129 30o Iv t65 U] In .1N 0a Z
mm ffiI ZBd the IIe m2 ffi1 1BS ffi] 1w as Iw 17.7 iw 1¢r im 167 tw 161 131 tat 1w t6e tae 1L0 1W 11] 162 xi1 tw 1U 1m 60 1w 112 tm mm110.9 1ffi 164 /a 163 tm Z 7 Q o
a yeZ aaa�00064 `o
mb 1Q2 W /Se 115 1
TABLE 2B - ANCHOR CAPACITY ADJUSTMENT FORMULA: N R d 8
AnehorCe ae Tablo me CHOR CAP.,ew, _. ULW X Y
BUnlRle: 21AOrcatle Sb]- Ilalo9 tllU Fm6lLU PT VAn6 AIIW (DP..)X(.ATN ).ANCHOR CAP.m T N N N
LLION CAP.�e, ~
aIe•Ergo w•SSEm a10E90 1N'99 E1w na 9Yel n3 elea names U X Q O O
Anchor Cllp Petl6m9 /unh6rryp: vICFJw Ul-. 1WEm UNsm vle•Eb6Umem 1N•Dao Maeom
umem AWmNiu UNsen AaveWb enav(BSk score l651 4P+a/(GSI USE FORMULA TO OBTAIN THE• ..
Eroe wear<eM p 2.vz 1• Zan^ st2• 1• 2-trr r 3.ur z aur z ale• aa• naP CAPACITY REOUIR®'CORRESPONOWG TO AN pa,ppr• ZkWO ak
FneeawN3nk we i3N• 1-v1• tSN• z 1-ve 1-vl• 1•n4• 1-w• 1-w• t-u4• z Ix um• ww ACTUAL PRESSURE REQUIREMENT FOR THE ' x8 .K
xAror4n Oam•MIa 0.0.lewmmaobet®ptPo.lk awm anm Imm mom IUIm zmm 2mm Sam Nom aHm cam wem alm 4nm xom
OPENING.WHEN IT IS LOWER THAN THE MULLION 8p8R
I Arataep l.ss'Mm.Qnl81e66eb l°om18 m'a1Po.2k I6pm imm WA WA WA WA Smm WA Lim IUA WA WA 6m as mSm Pimm CAPACITY(FROM THE TABIE)OFTMESEIECTFD
IArclae®T MN 0.0.f P13e5AnaYOIgIIFll.Jk ]mm rmm eeDm D60m IwOm 61om fimm WA rmn i/em Se6m tmzm atm a.1m limb MULLION.IT WILL YIELDA MWm/IAtANCHOR
2Aeelm Oa45•MAO.nTUQR mb.lss•Aeen(FbAk WA WA WA WA WA WA WA WA 14Gt ILA WA WA WA WA TISm CAPACITY WHICH MAY BE USED TO QUALIFY
l MnSv/Earp nb.6k tlem Imm tam N!m 032m Issm 1mm Ilam ]mm 131m JLm 1mm tTab 2311a 2mm ADDITIONAL ANCHOR OPBOVS FAt)M THE. _
3AocMrA 1.1P IW.O.n/FOp b�6k 2Wm Sbb WA MU WA WA Imm WA WA IBA WA WA atm 442 W1 SSBb ANCHOR CAPACITY.TABLE.
NOTE FOR THE OFFSET Cad,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
PRODUCFREWSBD
FIGURE 1: FIGURE 2: TABLENOTESy18 a Mm0Fl '
F' oJ11 1)SEESHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING." ar °rAIV'.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '(1.000• I 3y
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE.
FIGURES
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT IONS SHOWN SEE SHEETS 21-23. Z�„ 1111 H I r
FIGURES SHOW SUGGESTED,APPROMMATEIHOLNG E DIMENSIONAL
RESTRHCTIONSSHOWN ON SHEETS 214& ��ON•(LYNN 4,p
ANGLE
\a�.. 1\CENSE••�F•V �
ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GRIX1T-FILLED 3TCYY
CONCRETE BLOCK UNIT(CMLQ SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURETREATED _*; Na.58705 '
FIGURE4: FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN GG OF 0.65.ALUMINUM SHALL BE 6083•T6 AND BEA MINIMUM OF.126• 1•XS%iT6'MULIXIN
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(IS GAUGE).STRUCTURAL STEEL TO BE AT L/r� -
LEAST.125•THICKAND A36.ALLANCHORS INTO METAL SHALL AT LEAST 3 SCREW THREADSBEYOND ��•, ��15.;'W�
D. F
I♦ THE MATERIAL Mt06 F12 ANCHORS INTO WOOD MAY BE STEEL.1B.e SS OR 410 SS. ATE Lf7:
40.LYNN MR]t.�R,P.E
FL P.E.N 5(1705
TABLE 3A �
Mulmon C.p.,Ity T9blo IOcIR
Opening WIDM(bnenir3ly-9p81Y1N RBOIore)or Oponing Holght(torinBTANeL)v-m'O mUOore) �uC11 C
mh Do .10 Nh Doh 100E IAF RDF tmh
.376AIYA yt�
132763 Rlat4o29s n.MOdq' Rem•yJa TmplBlmp Recixplu TnpMmg. PAm•nPJu Re7/msy. Ramn9,le1 TnyJM91y RecW,plel nagmro RNkpiA vewmeny Raewplm TmNm9p RaomyAr TepT l.ey
bhpp gg5pro Lsgamyy E5lamnpp lggwm pry Bglnmpro Elgmipp l5c'.mll�p 6tgmmnyp tgnsmpry lgmmpy Igomnpp Blgc•aipq IJRmnp9 bgamnpB LgamnpO SLgeeppry TONipp �tY
1fill a I I'll I I I I I
MuNan i �@ Y �fl i 7B 2e 2 i@ 3 9@ 8B d §@ d S@ ifl dE 3 3fl i ifl d Sfl d vfl d 2 Z
Ohl In. 620 1703 06 IDA TN Imo 119 130 oN IAD I N6 In. 9@ 130 el9 '..1 1119 line I IND 1170.0 @I IM.T 1]01 1103 41 1273 1301 IAA @I 111.6 tO4 1T.
4h 1740 IN IAA 621 Iro. 450 170.0 DN 130 No 103 40 IAO 114 1103 061 IDI.O 1139 POA .1/ 1363 1139 i"A ON 1149 1179 fA0 N0 "A 1178 t A 000 4A 114 l- No
@.Dam 170.0 TO POA D@ roo DA IAD 41 157A 1032 INA ON Ilea 104 IAA n3 1303 104 IAO 747 1173 104§.1. :4
9 4A 104 fA0 700 4A 104 1703 IN "A 142 1A0 TSBUJ 0
Nh 1.A M ITIA 612 10L3 A7 110.0 NI 1382 94 161.7 700 IA9 901 162e 710 14.5 94 Ia. 714 946 NT 0 940 O4 mm*o M 69.1 94 110.0 T4 Dos 901 1140 14 _ -m O I-
Nh 141.1 AS 161A 626 1"a TN 1303 611 149 ne 1140 N9 U.2 M 100.2 6N TVA 73B 99a 64 A0 A9, D 646 735 wA 41 60.1 A! BIA 41 44.1 M BIA,671 MSD m
4F 1213 060 tA0 em 101E 860 111.0 04 4.0 Om 949 N7 703 668 90.1 616 4.1 666 N.9 NI 00.9 ND 4a 666 76,0Nm 100.0 04 1124 8n I3 94 041 511 T&T 001 04D 601 863 601 n.l 101 00.9 No nA 100 540 47 I N3 607 633 410 37E D4 011 471 311 D4 MY 474z dnF 4a 510 0.1. 14 NA 510 710 I4 643 ID 633 120 513 510 DIA 419 441 Oil 4.3 N3 140 .10 31A DID 46.9 /4 213 510 14A 34 216 010 u3 399 M ut ($3Ah 09.1 4N Ae 44 4.. 4N 51.7 34 493 IN e47 2N NA 4N 148 3111 WA 4N NA M a47 4N e 289 4N P.7 04 NA 04 J0.0 3@ 21.1 4N 117 3N J JZ
Tell N3 Oe 4A int 4a 130 file in 449 No 1. No 141 Ia 44.7 360 a 436 10.9 156 37.1 4N 1 Me 433 NA M nA 06 320 311 20.1 436 322 11090h 11A 327 111 M NA 3tl 341 2N 20.9 3n 31A 2B0 AI 3N Il3 27B a3 47 a3 .1 A. Or N 17A OD 21.0 al t1A 4/ 183at 20.7 M 20.9 24 24.0 301 280 Ne 11.5 20 341 211 141 297 Al NO ITS M 1 NA 24 149 a3 N x a
f4h 343 211 N.7 34 A3 ?i/ AD 201 173 221 10.0 190 16.1 271 140 193 in y 8
111. 22.7 216 221 1w 140 216 181 tel 169 216 lea 109 � N y N
In"
11a 1N 17.0 187
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q ��O N
Ar,ehorC9 DI Teblo0b9 rANCHpR CAP-„em.` g F5
8--. 2i9Cm9Me 3.@Urc. 1 .-u Fib QN PTW Matin (DP,m)X`MlLL1IX161P.,..�..a/eANCHOR
NIT Eko Vr 66 Elco NiT Eko V{'Bti Eko.IOamtl .12.ioe 1126t.(ol
MCh Or Clp Pebm91�rTvgm v11EkoLmlMm 111'Ek9 Vevean LIT Ebo 111tma IM EkolMcmuu.9m A4m8.mr ft fvtlil 810.1¢62a .1 eN31 USE THIS FORMULA TO OBTAN iHEANCHOR
1• 2ilCffl4WWAWA
}BT T 21N' 1• 2dN- r }IIT Y 446• 0.N• a- CAPACINREOUIRED'CORRESPONDING TO AN
Tarr larr t 1-114• 1-v4• -y0r 1-IR• 1•Vr 1'.. a lyT lam• r6.• ACTUALPRESSUREREOUIREAIENT FOR THE
1NIb nob IN 1b 3Nb IIDb mb ONOPENING,WHEN IT IS LOWED THAN THE MIILUON
4Arc1ve®111 Mh D.C.l Suam01No9sryap pU.27 4mb Tome wA WA 6B01a WAWAWA WA WA Nome Dab limb CAPACITY(FROM THE TABLE)OF THE SELECTED
C.l N736 .37Imew mugs 1N2Rs mitts N31m 11Ab MULLION.ITWILL YIELD A MINIMl1M ANCHOR
IIAm3we 044S•Mm. l 1149 .1N•Ahim.D1;1 WA WA WA WA WA WA WA WA WA WA WA WA TDB CAPACITY WHICH MAY BE USED TO QUALIFY
I-"OPm5) 193b 14m6 Vies t4b come mb 4Db 117b win. a3 Tee troll Tells ammo ADCITKJNALANQIOR OPTIONS FROM THE
2ArcAm 1.17 Mh 4CJ Fdlp ff4.67 NDb 34b WA WA WA WA IAIW -WA WA WA WA WA Nlb w2b 680b ANCHOR CAPACITYTABLE
NOTE:FOR THE OFFGET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. CIRCLEDVALUESARE USED IN THE EXAMPLE ON SHEET 21. DUCI'RBWS�
09 FID"y�
. ImmTTAo i,Jo.
FIGURE 1: FIGURE 2: TABLE NOTES.-
1)
OTES:1)SEE SHEET 1 FOR INSTRUCTIONSND THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2d FOR GENERAL INSTALAL LATIA710N METHODS. 11111
2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `111 ONV LYNN
FIGURES: 2750• aa•L�:'�10ENSF'+�F.p�:�
3)MILLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • • • HOLES BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 No.50705 '*
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
ANGLE CLP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRDUT-FILLED -
FIGURE4: FIGURE 5: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C410.WOOD SHALL BE PRESSURE-TREATED 375• : . /.TJj jS' �.Iliz
YELLOW SOUTHERN PINE WITH AN SG OF 035.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' '0•.• SATE F 6TJ�
THICKLEAST STEELTHICKSTUDS TOBEA LANCHORSI INTO METAL
EXTEND
ATLEST3S SCREW STEEL THREADS
BEAT
1•X276•X.37S'MULUON
•
THE
334 ALL ANCHORS METAL SHALL EMEND.OR 41 T3SCREW THREADS BEYOND '�SS� ••'��1 .
• • THE MATERIAL.N10 0.N12 ANCHORS INTO WOOD MAYBE S7EEL,1Be S.S.OR Q70 S.S % ANAL
A.L4NNIMILLEf1,P.E.
FLP.E.058705
TABLE 4A
Mul3on CalualtyTablo Mfr •
OpIlInO Mlfth(faSBNtAP}spafW7O m9Dom)BrOp.li ft NllDht(IorrAIIn110u9yMsiYl1G mLfilae)
Sb MbTON Wb Sb 1WN 170E 110b Isom pYtl` °d
1427/0. SII L9e0�D m Lmft L--v 1-1. LONip Lw. WI M11 L-mg �owgU TI aft �1o701p RWd01 La00D8 7la1Ng RIneMO A qtq kB�Yj
A6D Atum $
0
13b IL. B:Vm Ilio[4-! Into 1N IAA m IMO 6M 1M.0 eoe I= M I7a0 510 Nall HIB NOD 01 170A 1710 IMO 91 tno TIM N40 91 Iasi low Use M 171.e tem 11" 01 � W
Nb 1ra0 iM V. 110,0 eW 1m,0 1511 1ia0 091 1160 OS 1mA Itm IMO 01 IT0.0 1715 R0,0 mr ira0 I/IT im.0 eeo 111.1 +111 1T0.0 Oso Ixl.a IIIT IAD eeo 100] 1117 1T60 TWO N
!ae]Sb 1760 111 lNis IMO sill IMO 01 1760 Im 1= 6N INA Jim IMO 79 19A 120 IMO 741 Iwi 12" IMO 70[�M
1]W IMO TM INA NM IM11 TSe DIA 1]M IMA ]SB S
alb N0.0 19 1MD Inc, B!0 1mA 691 1mA 1110 1740 iN 16aT 1150 IMO IW t]SB 1150 IMO W7 1MA i10 iM0 10 110 1M0 MI 60.1 IIS Im.O 01 73] fill 1M0 061 m M . O
V1 J
Sb 170.0 665 1ra0 ml IND 016 I62] lel 171! ,875 fN.6 iN IMe 010 D2] T]! 1111 116 12]11 73e e7.1 DIa i1OA 770 W! W.1 110 6L1 Ots THA 70 0.0 DD 111,0 NS
{, Wb IIA as fOfA IN IM! s0 INA eN I- WO IRI N1 &➢ 6m 1127 em TAI Sill 1N11 60 MD WD 10.1 OS em N.6 1119 N2 WO 11.1 011 47.1 OS N.1 N9Mb 131.1 79 110.0 610 Itub 757 11 BA eM N] 761 tO1D WI R! 79 141 III 7U 79 0.1 MO 000 757 N2 000 737 MD 5W 472 111 76] 01 /1] 79 75.2 01 ZT9b IW.7 051 10011 S9 N) OM DIA 60 R7 .ea Mt 6510 WA Mo 772 MI W sM MA NI 611 W6 e23 all OM 92 660 36.7 W6 643 19 31A WB 02 107
7sb MB 9t 0.1 aM Mf 91 7" 10 0 71 9A 110 61.1 671 WA NI 140 SN 616 4N 4V 91 51.0 40 !N 911 .NI 08 571 IU N7 2711 91 NA NOZ
W.0 SDI O34 IN Ml NI M.0 IW 67.1 Nx MI 150 WO 612 ML? 419 N.1 61] 151,0 Nx 101 W IIA 437 W 4x8 Im MA N2 JAI NS M0 50 40.1 1x5Wb621 19 SILT MI NA 19 45A W 312 407 0.0 310 M. 19 3S] M 24B 19' .1 !l0 iA0 /9 2111 U1 al 741 327 11A N7 N.1 3M t0.] 49 no 310 F ��Y13 � G
Mb 178 1. N.1 =a ]311 70 92 311 30.7 MI 3711 so; al 7M x4a 3N as
30 M1 300 21.6 39 N.0 201 178 30 11A m0 153 Ns 102 2N In X A 8
IMb 70.1 301 SOA as MI SW 211 751 x111 203 223 717 ICA No 198 2N 10.7 2W 10.0 NO 111 1W I0.5 T9 W
111b 2711 79 as 3q m.l 7W Has as 141 207 MB IM 17] 29 +4] al 141 707 +03 IM Ix 1V N IYq
Imb 220 MimiIA1-1im 146 ]M 117 Im I" 7W
TABLE4B ANCHOR CAPACITY ADJUSTMENT FORMULA ba'Q
Anchor Ce el Tebb b1 ANCHOR CAP.,,,,,.,
ews9.l sn o>ew 3.5t nfm. - u Nw- PT wma wm (DP_)X( =ANCHOR CAP„ 88 > >
rlr Fb9 171.16E9:o MrEke IN•BB Eb 1106kd 1120m1 IIINaI MULLION CAP.,e„,.
MchOrCIP PBlMm1 -Anewry YIr EaUMaI W'FY°Uatm nrFk9Ubsai W'EaUtreem ry
uwacm AB9¢OYv Ifblcm ABn4m 69m7N6)10mB Taal ea1v1031 USE THIS FORMULA TO ORRES ONDANCHOR
Em.lxmK.miM-. --A
r 7-tm sva• r 3-In• t• 7-Itr r "' z aN• O.N• aur ACTUACAPACPRESSURE REQUIRE ENTF RTHE G TO AN
I-W I-VI• TACTUAL PRE56URE REQUIREMENT FOR THE710691b aaaaeb N1a Ilia ee0a OPENING,WHEN RIS LOWER TITAN THE MIALXXIpl.lr Mn a4l ewml WA6e11 c"Dt 7k wA wA WA TBA 30. WA WA WA WA It'A Mia Ilmb CAPACITY(FROM THE TABLE)OFIHE SELECTED
4 Alvan p 3•tun O.a 7 M-AW10SN l Db.ak BSa HW. 1WBa Noa 6Nb IBA Mob 710b NOa im. Nxb Ilmb MULLION.IT WILL YIaDAMINIMUAANCHOR
p0.1S•MN 44IIWANNA7P AYOv.Db.IY WA WA WA ILIA WA fOA WA NG5 WA WA 7YA 1Da CAPACITYWHICH MAY BE USED TO QUALIFY
Ms. 6736 IMa IIOIG tii. 370 De IBllb WII51 41]b 110. 711b 7Ma ADDITIONAL ANCHOR OPTIONS FROM THE
6 WA TWA WA NA IWb WA WA WA WA WA 311. 113b NOb ANCHOR CAPACITY TABLE
ODUCIRBW$BD
NOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN WA
AS THE STANDARD QIP. OCIRCL®VALUES ARE USED W THE EXAMPLE ON SHEET24 - un U.FI0Ha1 �+
a0eple:n9 N0 QO.O
FIGURE is FIGURE2: TABLE NOTES
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 4
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. d9 PRNOq CbmI01
L\511111117y//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ��p\•• /(( i
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS SEE SHEETS 21-23. 2760' ��`. 5.1CF.NSS••,F,p��
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHiEET521-23. .
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, I �•;• No.50705 �*
ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICKTIONS.HOLLOW AND GROUT-FILLED B�. TIP;
CONCRETE BLOCKUNIT(CMU)SHALL CONFORM TO ASTM CBO.WOOD SHALL BE PRESSURE-TREATED '1 � •, q���,7
FIGURE 4: FIGURE 6: FIGURER: YELLOW So
PINEWITH AN SO OF O.55.ALUMINUM SHALL BE808376 AND BEA MINIMUM OF.12S 0 SATE 411 -
• (�'tT� THICKSTEELSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURN.STEELTO BEAT •'D`•'•;F<OR10P,:'
LEA.ST.125-THI KAND A98.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X276•X.657MUWON
II II II II I THE MATERIAL 11104012 ANCHORS INTO WOOD MAY BESTEEL.I"S.S.OR 410 S.S. A.
'm 11
A LYN7J Ir�ILLER,P.E.
FL P.E.p 68705
TABLE SA R p
Mullion Capmalty r.i1.DIED
0p6nine Width(fa5el8c lyapatriro.,Ilan)Br0p9nt+BHBIIhl(lortndmr/aty6percrro m&") 121212uhy257tr
Wn Wn TOh Nh DDn IOOn 120h 140h IWO, Rtl
RIGVIp6v 1111.74.13 11017.4"•.1 rle.-ftl Loa
ft 4L Mq 3-M TtW74ug. Ii tw ft 11gY0Nnp. Ib1tWIv TnaY0. ib0leroi� liyRa•N, Rtlfmpllr D1yMrro. R1Mug31r T�IywMp
1'ii.12Pi$dlo f01dro ladro 4u6ro 1x60 mMro 'agLmelq £@LBNro Inc6igq Inaro lNdro Lm9ro ION'IIIaaa laedro lnM1q $aluWro laeRlgY letero �Y Sx
A00•AWm J � � dg �� �J � Off' G� � �. � d� �' � J �� Cg �' b 00 d
ne.Mu0
Z mL
an neo NO 1=1 165 In.o TN trao m 17101 Me nm 1 sae tmo Bm tmo EDB vao 1170 Nan sz1 MD Iaa 170.0 m vD.o uW noA MI +TOA +TN 170A an +NA 1002 v6o MI J w
len R0.0 700 170.0 617 170.0 NO 171.0 ON 1110 172 Ima ego 1710 JIM 170.0 MI Imo ISR Nan en IMO 1417 1m0 MO laza Ian InA 000 1S1 1517 770.0 M0 116] tan ITOD 6W Q, N
-In Imo f? Naa 0.M 110.0 M 170.0 M1 ITU INS 17lA eel IMA Naa 110.4 M me iw i"A m 171,0 IIB/ Na.0 7M I/ll NW 170' 100 1213 1105 171.0 7N 1001 14W Imo 7N
64 1, 1T" m I= 812 170A BM 171.0 eel ima 111e Imo 764 1m.0 Ina Im.o eW Ism I01 170A Nl 110.5 IWI Imo 0.N luA 1WI 1nA MI 100.0 1W1 170.0 ON WA 14M 1TOA IN m
Wh MA us 17010 701 JIM 1003 Imo M IMA JIM Nao No IM.7 IIN N7.D /m IM3 11m 1003 BHT 111.0 11m 1167 Wo MIS Ila 111.5 WO 173 11M NIA'900 WA JIM 1418 900 P ro j
{ Mn t71A BM I71D lis TINA taD /71A 0.A InA 1w0 1666 6W Ilse fag 111.1JWJ
la1 1710 Ma BSB 1wB fII6 070 10A 1wB 117] Ito Mb taB Ito n0. MB 10w fI6A 010 @Y
y 00h 1MB 6M Imo 1W ImA W0. 1513 60. 110.1 BM 117.7 ne 10.] BSS 121.4no BM 1121 n0. 0.1 ON 1761 7A W.6 eM 0.8 119 Me W0. M7 TO MI 155 MY 740
no, t218 OW nU W7 imA LN] 114A M2 91A M 101.1 NO MS IN 012 NO 1 161 no NB 0.2 m n0. am Ma 0.W 172 N2 ISA IN MI No 10.1 eN W.T Bn ] N Z
Ah 1W2 711 till en 0.0 721 n.D 910 m0 721 M.1 600. .M] m 713 M 71.I 0.N alb .1 CIA SID 116 721 MA 0.W M.0 nl S88 004 00.1 M M.1 MS G j
nh t01A 001 INA EDB M] MI M4 `-07 172 IN m1 0.R MI M 70A Ml IRA 006 Na NI 5BA Mi 121 Sol IHA MI M.1 eN 51.3 SM MAI 600 MA 0.L Q m o
Wh 15.1 all NA No 00.0 W. 6T] 1W a..0 500 Ma Ma CA 614 MA5 $14 W3 127 329 514 nr In nA 514 Mn 412 M3 514 MA 400' me '514 n.D LOS ¢ @f Z «aedddY
Nn al] W N.i 101 I0.] IN ITA ]N M1 lar WB ]W MA Oar MA1 452 9A 271 27.1 452 M3 317 778 IN 268 175 IDA 452 002 SM' 76.8 40.2 221 >9
100h M.1 300 M.B 212 ]I.T MT ]27 217 172 MI ml ]12 M8 ]Sz rig1 M] 221 M] 10.0 007 M.1 3B9 169 M7 16A 2W 110 M7 10] IN 11.9 MT 110.11117 M.I w 710 3WM2 0.M M1 301 ri.0 2M tAr 2W 21.9331 3M rie 200 121 nS IBn 200 118 236 188 T78 US w 14A in mo SM 138 rig1Wn 21.1 100 203 1000.1 100 117 rig 19A 261 208 rie 113 IW 1011 US 1fl] 0.B tSB 189 II.1 200 11.5 rig 121 2W BA m 11A tM 61 36B 10A m U X Q tO U
TABLE5B ANCHOR CAPACITY ADJUSTMENT FORMULA. � ' Z
McmrC1 IU Te0e 16. ANCHOR CAP.e,,,,
mmNln znmcnle SMCae. NDni mu 7eteaalu Prwcoa nE (DPe)%( )•ANCHOR CAP.s
@I0.DCB Ago Et @t0.Elta V4•S9 EKo IIDMe6 MBSYlI 1081700 ULL
FORMULCAP.e.A
Mehar ClIp P6mmB A21hmlyp @te•etD unxm, of Eiou]@eW uemml @I0.Eto00100.17 uv llavustW A9ryW6@ uuemt AmBi610t s<leB(m)etlea(00.1 stmt 0.S USE THIS FORMULATO OBTAIN TIE'ANCHOR
Ease Dprme OnY r 0.177 t• 1-vz sva t• 2-1? r• avz z sera z o.e• oAr oAx4• CAPACITY REQUIRED'CORRESPONDING TORN
Em4rnml n +se Id1' w1• tS'1• r t-v1• 1-v4• sur 1•ve sw• 1-vr z tx• tsa tote. ACTUAL.PRESSURE REQUIREMENT FOR THE
3Mtlan®Lia AOM1QC.I SmMenlrtObel C[p WB 13 MJm IN. aso. Doom team nom Bmm sAm r4olm s"m aNb aob 241. 442. Mom OPENING,WHEN ITIS LOWER OFTHEELECTEN
1Amllu48l.tYun ocr9ma@a 6r 1%000 01p 2Y INm 7W. 7100 WA UN 1700 NO. 1200 IUA 1200 WA IUA Nam M5. Clem CAPACITY WENT 0 TABLE)THAN THELECTED
4A1BIBn 0aNh 0.C.IWh3Amb0 1at02Y TBD. rm. �m taWb +mem coos amb
IM
]Mlm Tam emb tam. mm M6m t1Wm MULLION.R WILL YIELD A MINIMUM ANCHOR -
1Mm11�0A5'NhOA./,lip,hn.t24 AM4n Pr0.Ij IIIA IW 1100 IUA IUA IIN IYA IUA IYA IW IYA IW IIN IUA tonin CAPACITYWMCH MAYBE USEDTOQUAUFY
T_.,Fli 9aj tWm tWb 2m o3 415. emb iMm In. mm No. tmm Mm mb t7om mm 2Wm ADDRI0NALANCN0R OPTIONS FROM THE
2Am7tl3p L1a 1M 0.C/F 210.' SMb IW IUA iW IW 1Wm IIN IUA IIN LVA IIA Nt. -aWb ANCHOR CAPACITYTABLE. DUC7'RBvnBD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARDCLIP. rompiy@,y ttiy I6a PbYdi
FIGURE I: FIGURE 2'. TABLE NOTES
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEEMS FOR INFORMATION ON LOADING, rP1DBun Camml
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j.'
111111111/
2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 0ALL0WABLE a1�, ��QN•( M4!
FIGURE 3: :\1.•'GENS /c
3)MULLION AND MULLION CLAS SHOWN ARE NOT TO SCALE.FOR EXALT DIMENSIONS,SEE SHEETS 21-23. V f '•,'P��
• • • • H0LES TO BE DRILLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SH0WN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. A'• No.58705 •'
ANGLE CLO'MOST BE USED IN PAIRS. 4)SUBSTRATES CONCRETESHALL CONFORM TO AC 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CBO.WOOD SHALL BE PRESSURE-TREATED 4A'.
W
FIGURE 4: FIGURE& FIGVRE B: YELLOW SOUTHERN PINE WITH AN SG OF O.58.ALUMINUM SHALL BE 60M-T6 ANDREA MINIMUM 0F.12S •, STATE 7//�
TMCK STEEL3NDS TO BEA MINN4VM GRADE 33AND.045'THICK(1B GAUGE.STRUC7URALSIEEL TO BE AT i'%2.t25'%.6'AIULLI0N
(t-VF MULLION) �� •'•FLORIDP,:'G,`��`
THE MATERIAICKAND2ANCHOS INTO WOONTO DETAL
SHALL EXTEND ATR 410 S.SCREW THREPD9 BEYOND
THE MATERIAL 8108 p12 ANCHORS INTO W0O0 MAY BESTEEL.1883.9.011 410 S.S. / ONAL 4
A.L'Y'U SId1&Ei•P.E.
FLP.E.858705
TABLE BA
Mullion Capacity Table .m' a!
Opening Width(forvertm 1-SpemLp mWaw)or Opening Height(for mlLaa) Cp qC
wh .1. ToIn mh Ooh Iron 12ah Iain Imin Y 0
R4nvgAs ny+rnw rsen4reile/ mprnnA Ren.wlr TnalNeN. wa4nvlu Tngf3ere. RmleneAer meP'Nw peaereA.I TnryNuq. Reotenpd. n.pr3ere. Renrorol. mpTneno- RenmNUW n.um.4 aF YS
fa/:AR6 IaAre IAWre mesa laedq Ic.6re mwre I.ware mare laare meere Lmare lne4re taLp m.Ore t2eare Lea01p LoeAre m.lre �.y
Mullion
Is CO
IN 11 11 if if I U) 1-u
0
uh Imo e10 Irao 4m INA Tu In. 4M INA gee I.a ue INto 1w Imo eta lima HN Irao 5th frta INo.Irao ext Imo Hb vao alt 1- X32 INA w1 in.e tug Ina all � w
uh IN.a Tae nae 5th Imo em INA 501 Imo ow vao m0 INA 1m Imo mI Imo Ina neo an fee.] Ito]'Ina AN
I1O3 Not Do.0 ego Ina Iwo INA an ala lam nno ago
m-Rein Imo 70 INA 3m INA) age INA Oct iron I- INA 9th iron Ilse GOA n3 IW.1 I2M 1700 TIT 14OA IPS Irao NO 117.1 uv Irao NO tro.1 IDS iN.o iM OTA 1D5 trna Not W
Ooh Ino NT tr60 $12 INA 1w Ino ml Ina Ilte Ing rel INA IIN Imo aa3 137.2 11th INA an I= Itb Imo Ko INA Iib In0 m1 b] it. Into bi 772 INA INA ml m m O
Win INA am INA NI 1.7 IW 1700 iat 108 1W1 15L1 eN 1x11 1nO 'IT 313 1112 104 nae wl 1m.1 tm1 Iwx Nf diU f0O 12-61 Mx n*1 1.2 115.1 TR aid Nn 1x01 TN � m J
ch Ing Bw 1TOA 713 1St] 9th iron me 1x19 ani IIU Ng 11U OR 13t.0 Tal INA OR INA Tm 907 OR f14A 7m NA ani 1mA T45 NA 113 ImA 7th 5L7 m INA-T0
c Oh NOA M1 In. 70Y Inn M7 1.0 im 110.1 MT Ian] No 1m.4 NT 111.1 TN OI.a a1T 1at1 Ae .1 NT 1N] Tor - N1 at 713 0.1 .1 INA 711 31.7 art
9 nh INA No IQ? Mi 1112 b9 INA N1 OTA N1 10.0 Na 64A NO W4 BN NA b9 r1 LT 3N m.2 b9 017 ON O0.e ala N.3 eN 03 ell NA gal 411 Na Tia
.. Mh 1165 TO Ina It b.9 TO I= dial O25 7th 900 &o n2 782- Ota ON 54.2 Tm 742 820 OTA T/R a" 611 4L1 TN moll N] 412 N1 sen 6n 361 TO MA NS � N Di
Mh INA MI IIIA dial anal nA IMA ml ria TN 629 3N aLa TN 74.1 No 51.4 TN 041 Mf 611 124 OU W 0.5 7th NJ $73 N2 n1 54.3 eW San T2/ aloe 6m '19 r �
mh W m3 TIA 40 60.0 50 60.7 n1 40.1 643 ate 4th 4. 50 41.1 135 33.0 N] Z4UX8 SOA 441 N.o 60 34.5 4th x10 313 321 4w x12 61] w./ Bash 57.3 470 G" 4th 47.0 4M 1L7 412 u.a 4th m] 412- udi IN ]fA 4ro 11.0 4N NA796 DA ala D.1 Nt nA aM x65 Sn 17.2 4MN] a � �oINm 4W Sn 0.1 111 we Sn SU 313 360 3)/ w.0 m0 x32 Sal 3U ani 2-x.4 an DA 311 1. 3t/ 10.0 310 14.1 an fi.1 301 NItch 31.1 NT ITA m ]0.1 ]n SIA 313 rat 1A ND SIS D2 an NA ani NA N1 x01 NI ISA Sm 17.4 N4 ON.3 am tee 1N NA No a1 3R RIA fro N.T aM tea am I9a m ten NO U Q 3
fun 17.0 111n2 IN Q >C O O
TABLE 6B ANCHOR CAPACf7Y ADN8TMENTFORMULA: r- Zk€d
Anchor Ca cl Table ha ANCHOR CAP.,a,,,,, A
8abrml¢ V.Oteutb 6exaoo. --v FSN CaW PT- Meb (D vjX( )-ANGIORCAP...
NfYEIw 11P00Ekc 0111'Ek0 1/1.80 E. .=twl 012. an8tW MULLKTN CAP.,,.•,,..
Anehor Cap Paftama AnMry.N.-A
.UeseO W'Eee Ue4e0I tx�ro S'LO`E.UOrcm W'EkO Mean Apo�" Mnbn A0ye0.o-ON)acn.(n5) 044(15) USE THIS FORMULA TO OBTAIN THE*ANCHOR
EA.tnms.IgFslrl• i' x-W' svY 1- ztrr - r s1rY z• 6m' o.u• oAa4' CAPACITYREQUIRED',CORRESPONOWGTOAN
Eemana9fek -- wr Tyr a 1•IM 1.1N• 1.111' I-W EW' 1- Ise ACTUAL PRESSURE REQUIREMENT FOR THE
2-O UY AW.O.0.16Wefa0 a-crP".1634 111b 1e14b talo xwlm as4ea nob nob b41m Bub NI. 4UG Woe. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anneo'aa-un an/et.e.6(cr-o ON 0.1k Tao be .. I-Woa 9alb W9\ 5eo. wA aa9b diro. WA cal. ON. nmb CAPACITY(FROM THE TABLE)OF THE SELECTED
eArrme O1.1 um.aGleW.a0(a0.0ce ffq.4Y Ilmb WA WA WA I9A iN lm WA .WA WA wA WA Iamb nal. No. MULLION.IT WILL YIELD A MINIMUM ANCHOR
IArAMe0 YM16 OFIpIbeAreL Cop IOq.64 imb amb 1WOIm NaOb 510. snlm WA .Tm. To led boom N9x. Nab m5. -ii.are CAPACITY WHICH MAY BE USED TO QUAUFY'
SA,MmOYMln oslp)N6 Aoa4Clpelffq.e4 -alb x54. ho. calm WA nulb IID. Ivo. Nw. INR. Ian. ICN. ADDITIONAL ANCHOR OPTIONS FROM THE
WA WA WA WA LVA WA WA WA WA WA WA 3W WA 11wb ANCHOR CAPACITYTABLE i'RODUC711BV19®NOW M. mw 4Mb IUA two WA 315b WA Iwlb WA Nlb 1421m Smb �q'heeHlhlhaFMd.
4Aabn O1.15•M40.6/Fd9 9 Inb 1rob WA WA WA RIA ]Nb WA WA WA WA WA Wtb 51b I- 8 1180 •DA
NOTE FOR THE OFFSET CLIP,USETHESAME ANCHOR PATTERN mumcHORVALUES AS THE STANDARD CLIP. .. '�1'000'(" l�
TABLE NOTES: - Nxnl oPladacl OBnod
FIGURE I: FIGURE2 FIGURE 3: F.GURE4: FIGURE B:FIGURES 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE \l\1111111//
SHEET.LINEAR I FOR GENERAL INSTALLATION L LENGTH `ll
�T,ON....LI UN p"�
2)LINEAR INTERPOLATION BETWEEN MULL LF24OTNS AND/OR OPENING WIDTHS IS ALLOWABLE �Pt1•+IICENSp •:y 1;
a a e a 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SMEETS 21-23.HOLES 4.000' =*:• No.56705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SLEETS N1-23.FIGURES SHOW _ +
FIGURE 5: FIGURE@ FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
CONCRETE
K CONCRETESHALLMALCONF RM TO 301 SPECIFICATIONS.HOLLOW PRE NO ETRE FILLED
TEDD ••' IT E F ,i•<U�
CONCRETE BLOCK UNIT(CMU)SMALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED YELLOW L.L •12S �'n FIATE
SOUTHERN PINE WITH AN SG OFO.65.ALUMWUMSHALL BE 6083-TGAND BEA MINIMUM OF.125'THIC1(.STEEL
STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT LEAST.126-THICK -('
ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0108 I•XCX.11Y A.LYN{�� R,P.E.
012 ANCHORS INTO WOOD MAYBE STEEL.I68SS.OR410 S.S. MULLION FL P.EJ 58705
TABLE 7A �y+ p
AeulOon Capitally Table Ibe �•1�7(
Opening Wlalh(Ion015rAPA4paring mglon)orOpanlnq Height(lor l9 atepeMng Ina-) CyC
mm esm Am mH OOh 1 H IAH INm Ie0. 16y�7}
1x41.375 Reel r TgUm.ro .34u03µ4. 11>�Bup. Reaienpda 11yiTA•N. Rm1uWu nelYfauq. IecWelr TnpgIW. R.nLroAr RapMW. Rmir•ulr inpla.ro. A.amWu T3WmrD. .ma6DaM T.gm•ry. �Y;
A .Tobe b.•n0 IO•aN Le.mm •ro L..AI'D lmaro bone b.M1nO lammII l6eaYIII Lmare lc.•n0 lmaro b.en9 Waro Iwaro LmAro 1.64.3 SSS�rrr
buten h W11 11m 11 11 11 if R11 11 1 if sI if h 1) a 11 11 11' 11 I �� �� �� �� �� �� �� �� z ��m
lem ��-
NH 1740 117"1 403 A
sA I TN DOA 103 17oo 6m Inew me Dao 9u IAA 610 INA fit. IAA 521 Im. silo Dao ml t- 146 170.0 al 1036 1,411m mi in.. tow DOA ml � W
Nb INA me IT0.0 Me IAD No 1160 NI DOA 103 1R0 aro INA 11w IAD of %ma IAA IAD 6D Me 1417 INA Bm 1TAe 1]00 INA ao INA Ion fA.D I
151.9 Axl DOD em
esalb 110.0 TD INA in IAA M I- ml IAA Im Ino em IAO 1105 IRO IN t.A 1315 l.A ai IAD INI INA 1a INA DW Dao 1m Ino tele :no INA 1110 IAA IN � �� In
ab- Ino 7D 1Ro ax IAA IN,IAA Bn IAA tilt INA 7" INA DIe IAD on 170.3 1W INA mi I10D 1691 INA IN 1541 Inn IAD al 137.1 1A9 IAA IAA 11. TAD a1 _ DO O O
6011 INA u5 INA NI IAA ION 170.3 Tel IAA me IRO w1 1]60 INT IAA eN TAA IAI IAA 00B IAD 1614 Ino 1031 INA 1611 1A.. ABs IHA tet. INA o`1 1916 ImA 1033
mb IAA No IAA 7N INA 1119 IAA em INA wm 1766 Iec INA INe IRO 1016 1447 lax IAD 10A 111.3 162 170.0 11x3 117.6 lax 1660 116 IO0.i tat 1w.8 am1740 N. INA Ne 1030 ties INA 903 170A 1]w INA ion Ina Ion Ince Im9 In.8 im 1.5 114. TAA Is. t"A IIA tort 1403 147.6 116 .1. lIn INA Baa 14M INA 11.nm INA low Ila. IN IAD I- IAD lam 150.1 DA 164`1 Met 1uo ISA INA Ion 1D.r 190 19A low was, Ino INA ImII 860 1]A ID.. IAN IAA 190 11x.3 a.0 - fun sou W (Ry �jAb INA Is. IAD m IND Ifa 1624 Iwr tan 11w in. eel 1a Ifa Ixat 171 01.7 It. tie] 1031 nl It..10].8 e3 I" Iia A9 en a.I tie/ ell 441 IDs av OA j In Z1 nb lani IIN Dao om TAA iN 1ND Om Tine 11x1 1]ll N7 103.8 Ha 1111 est na 1u. 1DSa 919 me 1131 n.e 906 es3 11N YA ses [O] 1D1 Na ND IIN 132 qe Q � ; -
win 1041 al 111.5 la Bol 1N N`1 Tse T7.x eN ell nl m.8 w/ nA rD es.l a4 %6 Ax are IN 41.1 ml NA w1 as mB ren a4 600 eBe sat al N.1 an 3 ST
AH 10.1 742 IIA Om 71`1 1N Aa en as 74216721 a1 n? mx es.8 ml N.5 In *- "1 tae 9N IIA 712 NA me 31A TD 346 No 97A 7Q 371 Wrle 6a 60.0 600 s9.1 ea 63B al Ill W4U111 1a NA 603 31.4 6a 3lx 403 A.1 6w AA NI AA 606AAas .7111 b 67.8 am as on 4ne 5A 19.4 405 11.2 ISA Aro /m IIA on 316460 NA aA A.1 N7 AA .1 213103/ 49 ]40 416 39.0 ne 32D IA A.8 111 ]e.T 416 x16 4m IIIA Na 21.1 96 I93 476 ill ]m 11.3 IN 116 Sat U x Q O O
1Nm AA ]]6 R7 506 no 310 224 303 faD no IIA A3 d � � N N
TABLE78 ANCHOR CAPACITYADJUSTMENT FORMULA:
Anchor Caoacthtable flb.1 ANCHOR CAP.,e,�,
. smehHa v.Ccmul. ].a ono I,-CHV Ift'i I PTY Hem (DP,�)%( )=ANCHOR CAP.
vw•EbW31-
w•ea Fb9 YIr E.w•ae 5bo Noami 032 amH 103644 MUWON CAP.,�•a,
A660,COP P.M... And•T Y13 EkeU•mmn w•Em loot. Y13 Em Ube. em
mtrc•t AA•O.bl IW,s.o AA•O.m!lo-,o.w sass 0337 6m•(Ag USE THIS FORMULA TO OBTAIN CORRESPONDING TO
E6p G.mrc.Olk 1• 6113 r atm sue• 1• avr113 r strr r o.4r oar ono• CAPACITY REQUIRED'CORREMENTFOGTEEm.amml r wP tAN• 1,11• 110• r 1-w' 1-w' -w• 1-114• 1.1/1• r 1.310' 110' tum+ ACTUAL PRESSURE REOUIRFlAENTFORTHE reGUCID Pb.tmj rob a9. 4mm Besm talo07. tamm ]Nim ewes 919" mlm N2m Smb OPENING.WH EN IT IS LOWER THAN TME MUWON
Tnb Ines a0m 146. 09b WA mftib WA 660. WA axes lwm 11A. CAPACITY(FROM THE TABLE)OF THE$FL.ECTET
aesm1«omWA wA wA - IamwA WA WA WA IAr e. 1TAb ax4ob MULLION.IT WILL YIELD A MINO9UM ANCHOR
4Aroron®rme OM l NV5ApCp.I nAx imm TaNo. t5mm imste mom. tames iNm aim teamCAPACITY WHICH MAY BE 115FD T000NJFi1s- IlQOm xmob xa4m Ill is maimeo. Ilnb I=&. "am tOAq 1321. I6esb ADDIDONAL ANCHOR OPTIONS F70M THE
4 Am7m®0.15•Mh QG/U4]D,m.125•ALm.IPo.] wA IUA WA WA WA WA tYAWA WA 12A WA WA NN ICOb ANCHOR CAPACITY TABLE - RODOL•T1fE1TT3®]Aries®263 Mh O.C/f43D pb.m rte. 316. Alm A5. 419b WA xmb5. WA 4101. WA 611. 112. 5mµ. FM UrFl1A1
Aroer. I.t3Hm.O.C/F 0111.BL Imes ]00. WA WA WA WA NamWA WA WA WA atm 6wm 11Am 7.007 LOOP
='t, •�
NOT@ FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUESAS THE STANDARD CUP. -•1 r-- -•1 t-
TABLE NOTES: 4 ede Ptmucl Camml
FIGURE I: FIGURE2 FlGURE3 FIGURE 4: FIGURE
FIGURES, pSEE SHE ET I FOR INSTRUCTIONS ON USING THETABLFB AND SHEET 25 FOR INFORMATION
• • • • LOADING.SEE SHEETS 2-4 FOR NMULLGENERAL INSTALLATION METHODS.
2) EA
\` 11111 I 11171
2)LINR INTERPOLATION BETWEEN MULL LENGTHS ANO)OR OPENING WIDTHS IS ALLOWABLE
RS:' J sp
• • • • 3)MULLION AND MLBLON CLIPS SHOWN ARE NOT TO SCALE FOR E(ACT DIMENSIONS,SEE 4 OOP
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIGnONS 4.1 _` No.50%05 '*
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS = _
FIGURES: FIGURES. FIGURE7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND %�,•�, •I�.��S
• • • • • • •
GROUT-RLLFDURE-TR CONATEDRETE LLOWS LITHE UNIT NP INE HALL CONFORM TO.STMALU INUMSHALL BE SHALL 11 O ,TATE
PRESSURE-TREATED MUMOSOUTHERN PINEWITH ANSGOF0TUDS TO A ALUMINUMSHALLBE
THICK(18GAUGE).STRUCTURAL STEEL TO BE F.12V THICK. ATLSLFASTI2S THICKNANDUA30.ALL ANCHORS M GRADE � " � SS ANAL
ANGLE CLIP(FIGURES SSB)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&112 1•%cX3TV 1'%4'%315' ALYNI.f MILL RP.E.
ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S. T''MULLION MULLION
FL P.E.q 68705
TABLE IIA ffi x3P,H
MulOan CB IG TabM m11R1
Opw1nOWIdm ONVF11AryaplvW1g n11atnel orOpining HHgM lforMn. -spaMlpm more) loge
1.16'1 ReeMWx IIM6W. PacMV11 TlpnMuyy W11rgJr1 TtaplfNnB RechnBU11 lb(Y76rIq RdmPOA T1yY1YWIB. xwrepalr TrtWixh4 NerhroWrt inpmmp. RetMpJu TPpITNnB. W61a1p1r TnplixJgi
11.6re LYr3rV brMO Imdre lowJq lNbq 1112 l6Wro Im6re loMre lorOre Imre 11.0.re lucre 10asIB Letlq 1110156 IB10re Y
7.1I11•!t qg g} 5g qp 5g yp g} 5g ge y5$g ryp Sg qy qq gF� qq qF�5g qg$} p5 ep gg 5g yy qg qy q5 qg qp'g 5g qp gg ya 8p 5g §e g} 57 5g qq
Tuh NOB 385fl 2 5B 116@ 3 5@ 3 gg@ i d 3 i 9c da S 3 668 55^ 3 i Y 96' 2d 65fl ifl 3 9fl 38 i@ 2 D a0 xC.
9 § 9 9 9 5 If) Ni W
Qh 1340 NO 1T0.0 /]3 110.0 156 tike IN 1140 666 110.0 Gro tike m tike 611 1140 Ilia I70.0 131 11070 1340 1i0D 521 170.0 140 Imo pt tike 1311 12.0 631 161A Me "'A eliLU
O
Yh 1140 106 1140 611 like ISO 170.0 IN 1100 BQ 5640 610 1740 1111 Ir40 NJ tike 1771 1140 W U0.0 HIT 1141 ON INA IIN 1140 NO 131.1 1N. 1740 656 110.1 IN6 Ilao NO
60Y8N INA 711 170.0 bel I- eat 1140 eat 170. 1N6 110.0 IIN 1140 1156 1210 703 1140 156! like 711 tele 1568 17. 756 1342 5661 TIME 756 110] NN 170.0 166 INA 1166 1140 166
Nh 170.0 111 IM 612 like 160 170.0 60 like 1116 like 7N 110.0 196 1140 563 it .1 1376 170.0 ell 1141 1310 170.0 IN 12J NIe 11411 061 1M.8 1318 170.0 eel 81.7 1316 tike 01 m o (OqO
ON 1me Me flu 101 170.0 Joel like.M 1MB 1161 170.0 ID 13870 IIN INA W 19.6 Ilea IrGJ 110 1112 1156 130.0 113 0.7 1156 the 0! 714 1156 JNA M NA 11. 1W W
ell, 170.0 90 1700 710 10).1 101 170.0 850 07.] 10511 1540 M 1211 INI 1130 NB 1041 1051 191 471 R1 teal 041 elk 50.1 1051 1t" I 116.6 101 10.1 ell 840 101 118.1 91 •� N O
OF 161.1 01 1700 No 1- 01 INA Op it. 89 Me TF tele W 121.6 M M. W 1131 156 elB 561 tato No 6870 W late /m N] W 061 m 562 m NJ TO
' 70h 1347 656 1562 aN IN3 IN
1133 656 91.9 M 101.3 561 NA W 9A 860 71.5 NI %.1 eat NA M 146 M NA IN 723 IN 140 W NJ I2 102 IN eBJ 0 ? fl
Ab 1070 123 It" M 012 = 562 IN 742 23 643 W 0A M 70.7 566 60A 772 10.3 No MIT 19 646 600 NJ 12 56.6 570 341 79 641 656 562 to TA.2 656 S
AN 1012 eel 10.1 NO NA NS 89A 566 11.0 M 1670 656 04 els 7011 656 -2 IN 61.6 6m Me 656 all 656 42 563 562 563 ]83 116 6170 656 31.6 Bel 641 536 � r
F N
0h 65.0 S13 640 N/ NJ NS /113 IN 11.1 615 641 561 112 615 M.T /N NA 113 146 am Sia 611 7/70 19 970 566 33.1 I1] 113 615 3070 561 ]0.B 61! SI 101 QQZ X
0h 562 56.1 elJ 156 NJ 456 11.1 30 ]66 IN IIA 301 318 563 MA 30 302 156 Sia NB 92 156 314 311 226 161 270 368 141 151 92 >m Ile IN 2.1 356 � N m� 91 G
INF MI SN 30.0 333 31.0 am 970 316 92 No 970 315 No ate 302 3N 212 IN 9.7 356 10.1 356 30.6 00 16J 056 140 30 N
W
111E MI 356 9.6 306 93 156 30.1 301 341 STB 361 20 270 316 ri] 356 IBA Sb 2.B 9B Ii.O ]56 Jim Sea 0( y71
N
12F O.I 20 102 3561=1 no I 216 256 IBA 200 348 566 ITA 90 162 356 15A 20 m.41 We
1Nb 161 21 163 156 IL N N
`- Z
TABLE 8B ANCHORCAPACITYADSUST76ENTFORMULA: Y �
MehOrG G Tede IOL i
6mNb zhlM a 6NC0e. xtYtl6 o/u FAeOCYu PT WaA xaa (Dpe)X�ANCNOR CAP.,e�,�oANCHOR CAP.-
m-EItn W'99 it 5614 FCD yr 69 D[0 Ib 6106 56265641 11281056 MLLLION fY1P.,e.�,
MctlorClp PNbml AM1w TYYe NJ4 De01uam yr IXouFzm vinmlt v1P IXOIJRea 1Y 6tou6aan may 1212 A®mma ehw(GS)n-e3m soar 5651 USE THIS FORMULA TO OBTAIN TIE'ANCHOR
kap 0.wma On) t• 2•vz t• avz sub' r x-v2 l• 2-vz r 414 2 a'. nN• ksr CAPACITY REQUIRED'CORRESPONDING TO AN
omeeenNl n 1sr 1sr Isr ISY. z 1-w• 1-vr 1114' 1-Ir u1r 1410' z Ise• tsro• motel ACTUAL PRESSURE REQUIREMENT FOR THE
2M1Ma@aP uin 0.c./®0260 P4an Glp tY 656 im Stam Isom Nom 1N1m Som xmb IN 110156 kwm 1562 Msm N1m 11x2 Nom OPENING,WHEN IS LOWER THAN THE MULLION
aArcnaa@im•mtt 0..c/slemm 1001 0q zt Nom 1562 uu IW 1uA IW 5602 IIA IW IW 1YA 11A ea3m eNm 1122 CAPACITY(FROM THE TPHLE)OF THE SELECTED
IMNA!@4 utt o.4/RiaSAtgF / a 180156 r2b Nom ISNm 15612 Nom ewm IW 16o1N 1562 emm 1092 mx Nl eNm 1192 MULLION.IT WILL YIEI.DA MINIMUM ANCHOR
IA2Go.N•uF.n4/U(>b,Y10.1ffi Aa0 R IW IYA IW 1W IW IW IVA IW IW 114 1VA IIA IUA IUA 119b CAPACITY
AIONaACN MAYBE USED TOOUALIFY
t MIN/F p team tab 9!m Wb 822 Wm ttlm 1nm 10156 1562 mm Ii3m tom 212 3562 ADDITIONALANCMOR OPTIONS FROM THE
2Arthn 0.f411n O.0/F 2tlm ]562 IW IYA IW 1170 team 1170 IVA x170 IYA IW 3112 Ntm �b ANCHOR CAPACITYTABLE PRODUCIRBWSED
NOTE:FOR THE OFFSET CUP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 6u0 ,-jthFlodd6
FIGURE I: FIGURE2 1'-1260'-I ANg10mw14p •02
TABLE NOTES:
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 26 FOR INFORMATION Lem eke RedKl Comml
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANLNOR OPENING WIDTHS IS ALLOWABLE `3` N•(LYNN
FIGURES.' 6(,O .LYNN.Mq
ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSKINS.SEE .`� .'IICEN@F•';�`,p/�
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •�
BELa" SNOWN ON SHEET521.23.FIGURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS I 28S _ No.5870.5 •:
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND L =
FIGUREED 4: FIGURE FIGURE& GROUT-FILLCONCRETE BLOCK UNIT(CMU)SHALL OONFORMTOASTM C-90.WOODSHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE
F
60SXT5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND �,C•,•, A
�. +,YORIOP.•'' �'C:
.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT LEAST.126•THICK AND ASS.ALL 125•%3.f66'X28P MULLION
ANCHORS INTO METAL SHALL EXTEND AT LFA3T9SCREW THREADS BEYOND THE MATERIAL. (1•W'VF MlILL1010 //'S/O�JA11_�C1.
010 6012 ANCHORS INTO WOOD MAY BE STEEL,IBB S.S.OR 410 S.S. A.�S'NP.E.
FL P.E.O 58705
TABLE 8A
M4II1-C.P..W T.bl.C... (1b,")
Opnaa Width(br-IIc*4pnWry-do )or OPenlna N.Iaht(brt finN Nap r&V mWom) $ce
Id wb It. ah aF 1001. tnh tIOF I.m 14RC tlygl
1bc11riaW TngTOap R1aYn0Yt TapfOero. nWlnpM1r TnMe1.0. Rn1.rpWt TndTOoq ralnala TnprNro. Relluakr Tr Tdu -,,0 TW-,, Motlnabr myra.ne Rrctegtlu Tn-D 1(!7
1.Aoo 4 mlmy la0ro Ln6ro m111tY 1o16g 10.0.p Wnn0 lamp 1.16ro Ln0ro I-D u.n Lwero Wap loN'p IA.O'ry Ln6ro LnmO Y4
mm.. ja I h 1 11 1 1 1, h fill, 11 h 1, h 1, 11 1 11
un 1roa em Irao av nno rN Doo ne 1700 aw III.I 60 as nno no nm n1e Inn ell 1170 111. :1 ext all Uu Im0 m1 Ima uN Imo mt eu 1110 170.0 ml _O
uF Imo Toe Imo aI V. nm nm na t.A aro trod am 1117 ne nm ml i]n1 en nno m U71 m Imo em as ale Imo em 410 m non u mz m troy em W
60MSh IIOA 117 Imo w nnoa0. - al 1- m Ind m1 IM.. m wa 10 Ilr1 171 trial w I- m IN.] ea n.a R1 Inr as 141 In I- w K. al im, y co
Nh IAO in Inn en 17{.3 w Ind of tad em Iola eel nae as lua ea 10)d ea 1Ha Bm a17 6a IYIA 051 rid eel 1110 W w} ea Ina ea era ae 1x10 em _ m ,�-,8 O
mh M!S Iu Ima eN IIl1 fN LV] w la.] To IIU em eat 1N wu w rid iN 101.0-ba )U la see nal a.T IN alS ba CI.} 1N a1 w I0.a IN W] W N CCCOxxx
mb In.T 017 ILA en f0a1 m IIU w all m 101.1 wf rid m alA w 6ai 017 W m0 eu en eta ea etA m ria m N3 en mT 617 34r en rel
wF tor.. an nu em nt en ala eu td an ea] am eu en ria eco au an ru u1 ua ul a.7 Iw 111 en uA Iu nA m 411 111 ue etr ev uz 7 d 7
�j 1Ih aD Ne a.l NO Kt ale TU 1a eB1 all ea} ux els ate nU of 0.1 ate 6U 11a IIA ele m1 111 ]I.e .1e (ea In Ma 1710 15.0 103 xal an 140 1w Z J� p�
ij nn roD 1w ill Nn .7 NS eL !a 176! Ia ka ]w 11.1 N! IIA ae1 a1 Iu. 1a! ]ie Lu Ne a1 ]TI 171 1a 1U wi m1 /N ]0.e wl xr.0 NI n1 we J X
1•� nh ab] 111 alo ]01 eU NI aT.1 ]n Ise 111 m.e ]1x 10.e 111 1a1 %0 n] NI 11".e ND ]xd NI !0.1 >m ]i.} NI }U alI ]!1 UI ]ll iN m1 N1 S11 Ne .-- OY Z
ah 11A )II 110 a! nA mx ria Sa ]01 W a.] tel 144 m} rb Ym ad >m XI Ym 111 !}i 11.1 m 17.1 mi 171 xe 171 >a Ila ax ILI al 141 170 {I�. tp-•
aeh }a.0 nl }4a a0 141 MI m1 xw SOA al m/ n] iL0 al }Se Yb IN sal' }U }N Ila 1.1 1.4 NI IU al 11.1 rn 123 r IU }m Z Q O
IwF xU 2m }17.1 170 xOD 170 x1.1 x03 rid no Il) ul 141 ]m 101 la Q N�Z
11th xxa }n x171 117 141 }I0. 1.A IW IU TIe Ile Iti 11.1 910 t1a Iw
1mb 11a '171 1N Iro to In Int to .� X R Y
N N
ILL tow
TABLE BB Anchnr Ca■ TebM Oa ANCHOR CAPACITY ADJUSTMENT FORMULA: {�
owe x17 Ordrtb s.e}�e. wonlrwu Pea- PT55b00 wr (VAN CAP.,e,�,
(DPo)X� =ANCHOR CAP._
_ an•Ea VP 89 Eko 0'If Ea W98 Ek0 a08YU en(I a1x9tM MULLION
Anchor C0p Pl8ems _Trp L1C Bm IRacm V/•6vt6um �� NrEa Naam vl•Eatmecm Apae6Ya Uacm Apae0lb Sae.F+D 4an F!) e<m Oml USE THIB FORMUUTOOBTAN 7HE•ANCF{OR
_ Eqp Wwca�I r aPt r stn F- r Str! r au• !•ve• x• o.N• odl• o]a• CAPAOITYREQUIRED•OORRESPONDPIGTOAN
I-1
Em0e0mm1 1yf 1S'P 1S1• 15N' LW t-v1' H• /-W' I-111' I-V{' T tilr IST •rh ACTUAL PRE
SSUREREQUWEMENTFORTHE
x Arcm.O4TY Lt010.C.IBbMUEu0]Ytaall3l t} ]YDa !ab Ima moa tale noa xma l51a rums s1a sea ala Nxb bbOf OPENING,WHEN R ISLOWERTHANTHEMULLION
IAnlm®1.Ir M].on 181em1N1aamegOYDil.xs Ima Ima wA x11 WA WA mom W.1 ha WA WA wA eaza wb nmb CAPACITY(FROM THE TABLE)OF THE SELECT®
1 AYM'e®r Yh U.C.I DIasAroY Op I ft.]S Ima iwa woe Isms Imes aloe wIb WA taxa rleb ems feta wxa wa rima MULLION.R WILL YIELD AMINPALIAI ANCHOR
3-a od1•La.60Iuai,lm.tarAem Dir.IS wA raA WA xm IWL wA WA WA WA NA WA x11 wA ata CAPACITY WHICH MAY BE USED TO QUALIFY
1Aml>IT•dplly.a: tale Ima mr Nsa ons Iva Ina mr ams Imm ]nb mb noa atr xmr ADDITIONAL ANCHOR OPTIONS FROM THE -.
YAnemn 1.Ir 1114 O.r✓fJTP(Fb.O 2aa Sma WA WA WA WA 1mb WA WA WA WA WA ]Ila 11xa 6ma ANCHOR CAPACITY TABLE ODUCFREVISED
.fldWj ft&nnuxumnde. e
FlGUREI: FIGURE2 - 1730' p4nwTb 4 .QZ
TABLE NOTES:
• ON LO SHEET I FOR EETRUCNO R G N USINGENERAL
I THE T INSTALLATION
METHODS.
FOR INFORMATION eml o PIM.d C-1
IXt LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1Lt illi
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 LYNN /
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 370•
6 e1.,'VCENSp .P
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED W LL
THE FIELD FOOW WG DIMENSIONAL RESTRICTIONS �..• '•.�.
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z No.58105
W PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGl1REL• FlGURES F- GROUT•FILED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M WOOD SHALL •lar '�•'� y�I�•��
e: ��'•, ��TT" OS/S:•W�
SEPRESSURE-TREATED YELLOW SOUTHERN EEL WITH UDANSGOFMINI ALUMINUMGRAD SHALL BE -T
• 808.170 AND BE AMINIMUM OF.f00.7HICJL STEEL STUDSTO BEAMIN&l1M GRAOE33 ANO 1 �O'n�(.'•;AYORIDP.•'G\���
•
ANCHORS
IN 8 GAUGE).STRUCTURAL STEEL LEAST BE C LEAREW THRU.7 BEYONDTHE MAT .1 S
ANCHORS B(18 METAL SMNL TURAL STELTOB ATLEASHREA-THICK BEYOND THE MAT MULLION
SIC
Y106012 ANCHORS INT0 WOOD MAY BE STEEL,18A3 S.S.OR A 10 S.S. /I NAl
A LSNN MIBL'@htP.E.
FL P.E.N 68700
TABLE10A pypp
MWIon C.pacIly TIM.Ob.A)
Opening Width(forwrllw1y�opIrNna muli orOpening Height(brlmArDMlyBp9m4C mdo-) ��r
to 6 I ]Om Nm 90h room from INm 160E {¢y IyT
136x716 Meunl.lrt Tr.prRmq R.J.nPlrt h.pRA.np Wd..p/u iopmru,p. RuluprW TnpTa.N R.J.nOW/ n.prtAnp. R.[+rtaJrt Trp'rMp. R.JrtgArt Tnp/rAlp. R.JInpArl TnyTAerq. ReronpJrt D.tlrrtvq. p5'yq
x.124 Lo 0g lolAiq WOp la.4np 1..340 WOrO l.Mry L..ft loldr Le.Gp I.doo Loon m.s'm LN1n1 -w Wbp Lor mNsm et YYY
AIam.TUG £_
Mame 4 �& 3 a�i �fl g gs 3� F �� �� § :e E& ge E �& �S �� 86 1 3f Ell a
�f lv i it H iI of 11 11 �j i1 5 iI�j 11 8$ Ali iI !� �� �3 A� at J1 1111 it �, � D
a
Fa Fa �� F Fa i Fa 3 Fa Fa ]1 Fa 9 F 3 Fa 3e Fa 3 F� aG Fa 3 Fa Fa Fa z y
121. +Io.O 6x0 11m 115 1140 NI Lim H. 90.0 061 Ii40 N6 1m.8 No I..O 619 110A 11G 9m sm 1".o 91. mo 601 fmD NIo 1ro.0 j-'_7
0.o Il]6 into ui 1}40 t9H aco W.
Nin I"A IH 91A IN vm No Im.. 1H ato IN ato No +m.o u% 1r9.. Nt vB.o 9rs uB.o an Iro.B un nB.B 6w fnto nm 1ro.0 9.1 IN9 me no uas m r Gro
W
a Ito Int. 111 at. IN Ilm 096 90.0 .1 Ind IN, 90.0 IN v0.o 1195 91.1 T!] 110.0 IM. at. 11, 1.A 1191 170.0 IN I= I/N ato u IHI 1R0 %6 1116 to. 1mA in
1-1
110.0 nI 9m W 1nx 346 90.0 691 v0A all till TG IIID N. at. ow 1ro.0 tin/ 1m.0 .l] I ISH U..O� .4 IN' 9G tro.o .1 1-1 010 -I IIT.] an 1109 IN
m C
mh 9Jo .1 rim rol 1Ro w% I 191 90A IN0 110.0 oil 1mJ Ila im.0 NI .1.1 1611 1}40 .9. L. U11 tIOA w% 1101 1511 90.0 ra 1511 91.0 IIm 934 Nil IroJ 1IN
U J
win 1140 9m 1}m i1S 110.0 1110 fi0.0 Iw nm LIN v40 HO 1340 1134 110.0 1015 MI 1)10 Im.O N. tH] Uro +G.O 1011 IHI 1]nt 163.9 .6 1]10 165] wm TU Ino 103 tOro W 7
611. at. IM ato NS IT" 11% imm 1G 141 1x11 v0.0 I 1]61 INo I. 1Hl 91.1 INI 1111 IDo IGD 1211 1]9.0 9N 90.0.1134 IGA I. I 134. 119.0 Bil 61.1 1- i%A as z P)� a
nh IH.. Ni. 1109 to 1]U 1011 1342 1% IN.B plI U].1 RI IN! IN9 119.1 Im I. IG9 1G.r ou 111 1349 Nu BIB m./ IN9 N3 9.9 IG9 111 wo HA 1w9 91.1 H0 p4 Z
161. 1121 Nl 119.1 On 11m.Nt INJ oG 1019 NI 1111 mi 19.1 911 imD TII I9] NI 91.1 ]N ItA Nt w3 134 NJ 911 lrJ 1.0 NI imi]rD I% 11m 191 1%.1 iH N3 w1 i%A mI 12.6 /N 11.9 TN 1I.] In 34.1 ]G 620 IN nD %i', HD.BN }0.1 1.1 0m 61.0 ml N] INH1 G3 46 126 111 11.9 6.6 .1A NI 6U RI HJ 611 641 SG 11,1 HI 69.1 no 110 NI 1.J Nt. 8.0 611 411 .r Ht 31.1 Nt .... 341 .1ANB%m ieDNo HI %I 699 690 611 61. NJ 40 611 m9 41] sN 11.6 W 11.3 610 11.0 4w N.1 No NI IN 19.6 690 Il 3 No It. IN %.1 6H 2911Hin 191346 wJ NI 11A 168 HA 111 16.6 Im ]r.1 N. ll.l IG %.9 1% 911 346 N.T ]N ND IN H.1 NI 10.1 IG 96 .I /G ILL n6 161 1G 11.6ltlm l5JI NI IG 341 341 N] 39] %] NI34.1 . 1 14x Iu 96A 415 H] ]ro %.9 111 34.1' H2 111 111 21b A NI 1U1mm J6] I11.1 T. 1IX 91 111 ]11
N
INm IIA x62 x11 112 1r5 xm i},0 239 15.0 Iw IU 216 N i(
Q 0 to
0 to
TABLEIGB ANCHOR CAPACrfYADJUSTMENT FORMULA: FK
AnchorCap861ty Teble(lb1) ANCHOR CAP.,,,,,„„ &� -]
Summm 2uO1cnle ]6k- N--U Iaw PT Wood Mod (1311.)X( )vANCHOR CAP..
air FI[0 v/•89 EY YIa. of S9 m[o lotoo. 113.1834 111 BI J MULLION CAP.,a,e,1
AnchorCgp Pelmme AmtxlnT° 71P EkolCrvm Ue FIORlncon Umem a'la ONwrkm UP EtoUMcm Ap7e0Jor umlm ANxGaa S6ra(m1)6reJN57 96mr(a'0 615E THIS FORMULA TO OBTAIN THE'ANCHOR'
_ Ea9oOwrce ON t• 2-uzWIVIAPA
I.i2• r• avz t• -z-vz a• .Ira z• o.N• nu ns1' CAPACffY RE0U1RElI'CORRESPONDINO TO ANhdBml n +.vr r-veve r.ue2' 1� 1— lax+ ACTLIALPRESSURE REOUSiEMENT FORTHE+G4m Nam zoom �Im, TNm Hem 6Gm N6m NIm Nzm 1JOb OPENING,WHEN IT SLOWER TMANTMEMULLION
4Aorh LO I.L'•IAm O.GI9tmOvJ 03CI.a9dp Ora 3J dmIN 100E iW IIM 380E 1VA IUAiIM IUA1RA Emm o.sm 1IAm CAPACITY(FROM THE TABLE)OF THE S9.ECTED
4ArlmnNauhor(1ra6Arybd rOIa.Y 1wm Twb +eGm Nom amb nrA r601m }Nm. .mmn1ewm 1134E MULLION.RWQL YIELDAMINIMUMANCHOR
(ROn NM WA IW tIM IVA IRA IVA IVA 10A IVA IUA IVA Omm CAPACITY WHICH MAY BEUS®TOOUA:IFY1%m IN. .%b Issm tab 9]m 110 rn IH 1m aVm 93m 110E xxlm ?eom ADDITIONAL ANCHOR OPTIONS FROM THEDUCTRSWSED
1 Ann1011 1.IV Nn 1.tF xl]m 350E NM tllA I.
NM IYA 11M IRA IW Ntm Ilam C60b ANCHOR CAPACITYTABUIE PRo=Y Ibe PIoHOe
o01ptm3m NR •O
FIGURE I• FIGURE2 TABLE NOTES; _ 1.25M-
1)• • • 1SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ._ eml ede fio0ucl Cmarn
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
]11111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��ONV L N,y/A i�
FIGURE 3: ��`�& '�yCENSF•'•�C0f1�%
ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE 3.250' �W
® BEIUSFD T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•,•
SHOWN-SHEETS N-23.FIGURESST
SHOW SUGGEED,APPROXIMATE HOLE LOCATIONS 344.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND
' GROAT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGl1RE 6: FIGURE& �4.
SEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE Q'•, STATE OF AL/�
8063T5 AND BEAUGE)ST STEELAL STEEL ATLEAOBEA MINIMUM GRADE 33 PND '��(•':'C<ORID,I;,,:'G\�:
♦ 5-THICKAND A3&ALL
ANCHORSIINTOMTALSHALLEXTEND ATLLEAST3SCREEWTHR2EADSBEYOND THE MATERIAL 1.2WX33.FXAM' ''SS1ONAI.E��
♦ 0106412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION ALYuIT)1MILt aP.E.
FL P.EA 58705
TABLE 114 pypy
Mallon ClP•dN Table pb•Alh
Op•nlnO Wdm(brwflnPryp•ITinp lnmbm)orOP•nln9 H119ht(Frlmdbd61Y5pwrft j mU1md) llie
GN 60b 10F GY aF IIOF IRM 110E IWF �)6'S
IpclequW R6?'hlc0. R..Yn6e� Tnp17Nry RIdInWd TwpTtlug. RrcYnwW Tny74M. RkY,gi4r TnpT,W/. RBdlnplu TBNINn1. WdwyW Tnpminq. RMlnPbr TnpWtt0. wwlrodu 0lpnbe0. 227"%9
130A]D4 L.1,D ISGYO Wet L-9 low1v Mba Weft L..IM Mane lo-9 LIMN+• IOMFB bnip IB1A61 to." MNbo IwPBB WMBqAl-Tub. f �y S
A.eTJ
MIDDR na �a E Fan na 3 }a F sa n as na ca a �d ca g :as as g cat �a �a �a �a N
3 Mia 3 @a Fa 3 Fa sa 3 sa 322 sa ]T Mia 3 1a sa >i sa Y. 9 is 3 Nta 9 is 3 sa Fa �� is 0
Ill, ub. 6M IAA t9 11U ]N 1]00 IG INA SG RIA G1 ROA 892 In. 611 "co 1116 IN.O 621 jou IMO It" GI 11n was IRO IN 1]0.0 1116 IMO GI 'I6A IIG tin at -j
LIF
,me im INA W IND 661 110.0 bG Iro.1 M 110.1 220 1R0 IN IWl G+ 1]00 fab IWA Ba tall w11 tin 6G 1roA 1101 +ro.0 GO 90.0 IN] Intl fN 1101 9Ni tall lm
sm. VIA 111 NWA W 'm GI 1]0.0 GI InA im6 Into GI iR0 1185 11OJ Tf1 10.0 1N6 I..a /O IMA wN InA in LTU 1)22 1M0 7G VGA 2022 110A 761 1R0 2191 1"A tG � •�-]�
Gln 1]00 n7 INA 612 INA GE 1ro.0 691 I'A 1116 110.0 ri4 110.1 la6 90.0 G1 110.0 1111 I]OA en IWA TIN LGA w INA lot] INA 861 110.0 N31 1]n Gt III.1 ]/0 t]OA 861 m o0
Gin tn.O 815 VIA rol IRO on IMA 1Bi 1)n WO 110.0 H1 NRA 119 f]GA 111 9U tin INA Ge 1104 1221 1100, 10) IND 2122 170.0 Im1 IIU 2122 lin IOD 129.1 216] t]U f0G
GF UGA a0 INA N5 1M1 111. IRO 19 VIA 110 ITn No 1M0 an till 1016 On 161] I . 10]1 in.O IM IDA 192 IW aG In.O 1169 Ill. MG 1)n 1111 111.1 2010 1104 191 � W �
NF IRO Sri 9611 M 1M0 flat IRe Im NWA Ila 110.0 102 110.0 ISG 110J IG6 lin Ila 1MD I1G INA 1115 tin 9b 1@.0 ISG IRO lab VIA 1991 IR• on GOLD 1. 170.0 I7R
n IRO 106] IWA IN tln Uri iM0 Im9 110.0 INS IMA Ins IMA nm 9n On 161.1 1111 IMA 1115 111.1 I'M tlOd INS tb.1 Ila 150.8 I1G WI -R11 IGA ON W IMI 1G1 tHI J �L
n. IRI 1122 Ina In ITID OG IW.O In 1G. 1K6 iT0.0 Wf w1A 1. IGS Q86 11L1 1556 161. 1- 1111 1656 11U, 1951 N] ISG .3 SM NS. 1556 tw Oil M1 ISG.U,I UG 7 Z
■
riY IRO 1151 1114 W I- n•t IMO 1116 ISSI 11. 169] INS 9U INT NCAA 1221 I.0 "IT ln.l ON IDSA MIT 12222 1111 Gl Nn 1111 IIG n.1 NIT 1101 IIG nt 1111 im] 11G
GY w20 1110 1"A SG t1U 1110 Ina 9G 161.6 1110 101.1 9S1 SU 1110 W3 /1e nAl 1110 GA SII ILO 1110 G.7 110 6U 1110 lU GI GS 1110 16.6 220 IU 1110 G.1 221 ��j- m Q N C
Gln HLI 975 In.l 1n 911 226 101.6 BG GA 13 613 G2 N] ab M6 6n 654 226 Tl] 111 G6 n6 aA 001 41A IN SIA ri9 41.0 Tri 62] 226 M Sri 19J n] 1F`-�- )(,Z ^Od O
Imin 622 M NA an SIS ill R1 00 G.1 '01 11.6 GI 61A 171 d0.] W 16.T nl IYA 615 Ii.t al 11.9. N] ]/] nl no 6U NA nl 1U Gl %7 Ill 22A 112 N �� ��
111M ri] 101 n] GI 22.1 No 6U dal G.1 in f6.] GO Ir] 1x 11.3 Wl 12.1 WO 13.0 622 ]].f 110 11.1 611 ]Id 1m 16.6 601 22.0 T]0' ]tA bn 211 110 a. G1 W d)
iNlo G4 6n 61D IG 118 GI 6U bG Ul 6N I/J G2 ]]. 6N 1B] Gl 33J 621 16] 6n 10.0 G/ 1l] al P61 6N n] 619 TI.1 GI 2lJ Ge 111 m/ IIo GI x N N
F N
1NIn Nl 111 ISA Im M9 1]] MA ]K NJ W 29A n0 2U GO 22-1 Z IU U] 22.0 ]II 1R] la fl] tri U N Q O O
in
TABLE 118 MDntC•p•dN Table pn• ANCHOR CAPACITY ADJUSTMENT FORMULA: �9' Z��
sdatete Tlt oBrlm OGGmr. Nm]B tav FIDM ta+u Pr WOaO Ned (OP„)%ANCHOR GAP.va,)BANCNGRCAP.a 333
nIB•0m VI-mo MIT.6xa Vr 89 mtn•W mm M1261mI sUs J `MUWON
MehorCOp P•lbm• AIAMTYB6-n/a Drom¢m ur T20umxm qpm >14 TaD 1nmm vI•FtOubem A2P60dM un¢m AM.Gao,.-LOQ sat ,m- oc-v ] USE THIS FORMULA TO OBTAIN THE'ANCHOR
OIW[Opn t• 2-v! 1• z-ta' s1IB' r 2N2 1• 2-v1 T slot• S 0.16• ON 0=1 CAPACITY RECUIRED'CORRESPONDING TO AN
am5e p n lW4• "I Isar fs'r 2 1-w• I-v4- 1411' 1-vr ME
1-trr 2 fs'e• 13'B' YBIe.6 ACTUAL PRESSURE REQUIREMENT FOR THE -
zArcron@ue wn aarmYd•Awome 1 pmm 20101 aW 016 eepm IM. a0n WIN ssfm ]an xIn GIn Gsm Gln IUm apb OPENING,WHEN RIS LOWFATHAN THE MUWON
1AttBd1@1.+6'Ntt O.0/91M9N G6ef)Llb plp.2) lxn )mb IW IVA NIA IW 2mb IW WA 1114 IVA TVA Gln 6Gn Ilab CAPACITY(FROM THE TABLE)OF THE SELECTED
Intron @ran 22221 aaAlgeClylpq 2) imn rmb 601016 16Wm ldem don SWb nrA rGIG No. mo. lean Gen eGb Uan MULLION.IT WILL YIELD AMINIMIIM ANCHOR ,
IA2mn@OJI•Nm.OGIU�,ttb.50PA6m pU.Q IIIA WA tIU IVA tIM IVA IVA fW ILIA 1114 TVA IVA .IIU IYA ta]n CAPACITYWHICH MAY BE USED TO QUALIFY
1Aldrorl Falq plpQ ban IGm Tam+ Msb eam 1]601 IOm mm von loth s22m n]m npm 22101 Tmn ADDITIONAL ANCHOR OPTIONS FROM THE pAODUCTRBYfegn
2Ar0.7ms MS•]Ja-1F .Tom 2x01 IIIA ILIA NIA IIG Imo IW LVA IVA wA IDA Ntn aab 60101 ANCHOR CAPAGTYTABIE 9�DUCTR ASED rl�
1250' Aoorpa-M '�•�
FIGUREI: FIGURE2. TABLE NOTES: D•,D Ja ��
• 9 • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ImU Pro C-1
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I611111I IIIl11j.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. ��,(,O •••••..,<(p"
FIGURE 3: a'�.:'yWENSB•':y�i
ANGLE 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE C' - •�.•�%
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ No.50705
• • • • BE USED SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
IN PARS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .b:�- -
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C-90.WOOD SHALL %'P• �0�• w`
FIGURE 4: FIGURES: FIGURES: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SATED =�].
LU824'
• 8083-TS AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BEAMINIMUM GRADE33AND
• 045'THICK(18 GAUGER STRUCTURAL STEEL TO BEAT LEAST.I26-THICKANDA36.ALL
• • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1j]I 11111++
•
0108012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. ITS'%3.91•%.621` A.LYNN MILLER,P.E.
•
MULLION FL P.E.O 58705
TABLE 12A 1�
MulBonCapacity Table PWJ
Opining W'Nlh 0orw lfw*opmRrgrllHllon9)orOpengg Height(forhDAmnA*VardroT mAoos)
wt, 60.1 10F 55F Pom III I ImF I LINE
RecUnpdv TngGau0.
1'aN11T(JN T.PIauC. RKWBIv Tlfplhlaro. Fu r.lu I Ivot- Rao 0. n4'TAf*0. WNrpeu IUp mug. ft-,A. TWNInp, ReN v. TIplTeeng RmlenBau lleplNRp. �yi�
2x4 .25 ua * laadN loWiB ladap IaeeayV 1-11. L.IaaA UoeLN baa.p -ftLodnB lman0 -q _'D tmdap Imaml loeanl lxanp YpQ
Num.Tube
12F 17a0 em va. I 1nA 764 Ira. /7e Rao aft ROA I aW 1". m2 In. $12 imol it,, nail at I in. 1210;Ima 1 eW Imo 1411111 nao 1 01 IMA vas ROA 1 621 170,01 IM tna 01 1 p
IeID nao no nao ml Imo An Imo 111 nno re I- Lao I- 1 +m4 551 Imo Izn vm onImo RR}mo am nm I- vao am Roo - ROA also "A 2aW 1mA.am � U,
SmaF nao T47 Rao eW +mil qa l"A 55I IT. um 664 Im1. +mo m +na M 1M is +m4 140!AM.o Tae Imo I?" Imo 155 Ino mm 1mA 155 :Too =I Imo )m
64va
F MO m o ale Ina ob napt no Imo ilia van 7
64 1mA m6 IMA eW tmo Im ImA bR vao 15NI Rae ase SGA +eq nm 55+ t- 2a+ +m. 551 vao two vao est
mm +mo M I= 701 IT.A IWJ Imo m vao " vao $78 in.o HR IT" w1 Imo Im I7m Dm Imo 1m 1m0 toil Imo Xa nao 1- +mo 2m - Wn Iooe ?WO vao 1m3
.h ITaa OD Ino TI, Imo 111! 1mA on Imo Rm Rao No mo 1455 I.A 101, into lam I,. an ITOA 1559'Im0 11m 1160 Zbl DIU) 110 155.1 2553 1714 1111 Ila!Iaa] 1100 1111 J
sit, Ino al ROA In Im.D 1160 Imo 003 1710 1364 ROA IM Imo Im in. Ion Imo Rq Ino 110 - IN, Ino 1210 Imo x]19 MA 1275 15111 2551 17aA 1255 1318 X31 110D 1255 � O
�$
nF nao 1m1 1mA m uao Im 1760 +mD +NA 1155 vao Itm Inn lino 1rao IMS Imo mR Imo Ism 170-0 zt:e 1m. 1557 Iqe n64 nao 1455 vaa 2164 Imo Ism 1.az net nao 1s1i z
75,
mo 11n Into qT I= 5511 IM ion 1mD lam INA INV 1n.. 1791 IAA I= IMI iW 1700 121 Iq2 100 Imo IaW 1x61 I9m 101-0 lata IOa1 +WO 164D 103 03A-1055.fall,1551 7 IL Z
IIF INA 1161 1n.o 0W 1n.. Iq1 tmA fila 1ma 1811 Imo 1260 Ina 1641 In. - 162] 151 1160 1171 IVA 1W1 lUt Nm I11d 1551 111] Ion 553 1551 158 11,6 1", .7r. T.,,161
mF 17. Rm n4. 1164 HAI R., 155," 1X9 me fm 1660 119, 111. tel. 121.3 1175 Bal taq 1102 t+m VIA 151 Ioi.e IHi ilA Ism ma 116 WA 1]m m.] 110 OA 1]55 T4A .
WF 11TH Rm 111. 1.9e I .9 169 1aA 1me 1.53 12m R13 1091 q. 1]20 91. 1011 61A 1M 1D. 1No m1 I= mA 1011 WA Imo T22 m] 627 lag 0.0 0R 161'Yam 611'-ii
test. Imd m+ 155. 4n ms RI BR. 552 64.0 qi R3 64D 64.T 'Oil 61.1 m7 a7d 911 W. qs aid at aaa 116 N.1 ml 10.0 ]De VA 551 140 7W ]1A 9}I" IaE ill ill N�
164E 19.1 919 07.3 qx 140 919 alA WO 641 BIB
mome 5. 019 929 )al 0.. 'DID 552 Tal n.] DIB afA 164 30.1 019 "A Iaa St.l D16 142 Tl1 10.! '912 �V.1
X
1mm 146 }55 me na mA 7W 64.s TW u9 iW 55.e ma o.z ma IoW aA. 155 NA an aJ 155 4aa e55 31.1 755 a1.D ma a.o 755 31.0 a1 ma lee mA ;551 < y y
INF 11.1 655 N2 601 5/ e<. RA 196 ]I3 116 alA IDI a] 646 262 155 XA ale m] m 212 em 'a.6 111 18.2 641 10.6 461 laA ala 173 155 IST ala tad Na. /) N G O O
K
TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Kflfl
Mehoree eel Table lW ANCHOR CAP.e...•
310ehata 2h Oaeele 16k Lkrc. Ha»A 04M fKadN PTWa.O fltltl (DP�)X( )eN9CHOR CAP.v
ArcOUT.F. lete•B1010 At Vr ak-isa, N+N B10 11P EI[.Wlem Ur IXAVDIetM VI•aa Eka NIP-A v.-w ERa•gs.tl Bl2eleel 4m 61m1 MUWON CAP.,ea„
MNor CO➢P•lbme Umcon ApBeOd.T Umun A9xrtodv suae(.al 3,-M ,eta U46l USE THIS FORMULA TO OBTAIN THE'ANCHOR
fdpa NsurteOaJ I• 2V2 1• x-Vl 111C 1• 2.12 1• z-uT S R:- T o.e` am' OA2r CAPACITY REOUIRED'CORRESPONDING TO AN
ammmM tar tsr +s•:• Id1• r +-vr 1-vr 1-vr +-ur +.v1• +-vr z Ise• +sr: taut: ACfUALPRESSURE REdl11RQ.1IN7FOR TY -
2An[0.n OaiN tan O.CI61stla.aoReldD BV mpJ eWm 3qm avm mo. team aom 2e0m eaten 11.m wIm 664m aMm 641. Ilzm "55.1. -OPENING,WHEN R IS LOWER THAN THE MULLION
I Ar0amO2>d•MK O.41 eItlW+u omat9o4A+D 3J tom ]om nam +155m +elm lw smm ILIA mum Iw mu IW mm a55m Rmm: CAPACITY FROM THE TABLE)OF 79ESELECTED
aArtMf®+.n'Mh 0.4lBmmNP)daWd➢09411 W.
ox T2m them nu uu imm xu m.m uu IDA Iw toalm qa m':tamm MULLION.IT WILL YIELD AMWBJUM ANCHOR
4MIeu BSMKO.C.I(C L,AryF r paJ-mm 1 Imm +,Wm trmm o amen Im -m lm HBm an. iemm lax. 556m° nam CAPACITY WHICH MAYBEIJSED TO QUALIFY
e,Vcme 03•MKOF10-aAnlf IB+B 1; 11mm Rmm %mm xoom 2911bf e1 11om IVA nqm HnmRmm 2Wam 1.mlm nam wmm ADDITIONAL ANCHOR OP-oONS FROM THE
3Mmn®1d1'MK O.C.IVClq,M..mN Akul Bap IUA IW Iw IW IIV\ Iw IUA WA WA VU IVA Iw IIG IVA m ANCHOR CAPACTTYTABLE PRODUCI'RBM :I
eMNOp0.61'11K O.C.lV ,Wo.RN ApAt BIt aJ •IIIA IUA -Iw Iw IVA Iw IUA RIA 1. im IUA VA IIN -IUA sIZ._
2ADNm®2arsV--aipAlpR mm anm 3wm TI]m }nb Iw TB.m RIA 31am IVA - -Do IVA 811 bf 1Qm 'Idom 91��1]I,a°Ablb.FbHd!' '
3A-OIJI-MIa0.CIPap .l 1qm amen atm m]m IIIA IIN awm IIIA 3»Im NIA IVA IW 611m 661m "mOtz No
��
NOTE:FORTHE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CLP. CIRCLED VALUES ARE USED IN THE EXAMPLE OUSHEET 2..
FIGURE7: FIGURE 2: FIGURE 3: IIFIGURE 4: IuN ade P7adu,tcwfml
GENERAL INS: 2.000'
• • • • • \\1111111111
F.
T
• • 1)9FJ:SHEET
IFOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FOR DIFORA1A710N ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS. I `t•2,O•'• ••(F•
FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENINOWIDTHS ISALLOWAOLE
4.000' =��:' No.58705 '
• • 3)MULLION AND MULLION CUPS SHOWN ARE CTI TO SCALE FOR EXACT DIMENSIONS.SEE OW SUGGESTED,
U 21-23.HOLESTO BE ATEDRIILLED IN .26D' _ - .
• • *1 LOCATIONS.
THE OCATI NFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW Bl1GOESTED,APPRO%IMATE RALE (,t
FIGURET. FIGURES:FIGURES. FIGLTREIO: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED OOIICRETE BLOCK UNIT %�T�'•..FLORIDP;'G�?:
(FIGURES 688) (CMU)SHALLCONFORM TO STM BE AWOOD SHALL BE'THISURE-TREATEDYELLOW MINIMUM PINEWITHANSOOT0.66.
MUST
BEUSEO ALUMINUM SHALL BE6&i•T6 AND BEAMINIMUM OF.126'THICK STEEL STUDS TOBEA MIN4MUM GRADE 33AND.046'THICK(18
Y%r%36'MLILLION
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEASTA26-THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNAYI LER,P.E.
THREADS BEYOND THE MATERIAL.010 S 012 ANCHORS INTO WOOD MAYBE STEEL,IDS S.S.OR 4103.8. FL P.E.0 68705
TABLE 1325
Mullion Cep.altyliable, 9251 ® 0.p
Opening Width(larlA19m*spon irg mtlllwn)or Opening Height(fwtaOmnePp3per•Brg m151orn) C N#AC
943 wb roes 9b 011, 1 100b I +roto 11067 19b 6
RevlaiPer I Mwit p, -n1ptl
la-l" Lm6n9 I NPW0 Reli.ww T4(4TB V. Repro W Tworld- ReMenpe6 6y neomeny Ra8lenPew T�•p froro Red 0. Np rOmg R-W. TrnT.Il- lr a volar TmaM-
2191.80 eery
Al.- LOlOtlr4 10. q 1.674 M•699 lea6rp lmdm0 lAe1 #43 95Lo-ding lu1V MNm 190.699 Ll-ft lAe4np RYa
Tub.
W.
� f ,�� I Nil 11 11 1,1 h 11 1 if N r m
ab 170.0 em 170.01 415 Mal 143 Ina 125 ITU 69 Into 69 trona Wl 771.5 s16 IlaO 1115 IraO 91 Into 1710 771.0 Mi 1roA 1166 170.0 91 IA.O IAS +TOA 6r1 Imo 1043 1TOD 671 O
Nx Imo 700 170.0 704 I70.o MO Imo 543 iron 092 ITU 010 tm.0 It" 1710 91 Ina 1975 IMO en 170A HD IM.0 B9 Imo Ina Imo 680 170.0 Ina Imo B9 Im0 ver 170.0 MO j =
9252571 Imo 743 Into 367 Dao - Ina .1 Imo Iwe Into M4 170D 1195 I"0. m Im.O INS IrnO 7411 Ina IN4 110.0 19 Ina 1m3 171.0 19 Im.a 0192 Iota Tee imo Dal nao T9
"Nm 170.0 707 Dno 017 I70A Bas 1710 501 Dao 1115 170.0 JN 770..0. fns 1710 em nao I/N Imo"Mi I= 1691'1710 S9 Dan 191] Dao 91 Into rot Iron 91 knot ASO 1710 eat m
wb 171.0 6M Ina 701 1710 190 IM 797 Into 7430 110.0 258 170.0 1411 Ina 944 1700 1591. 170.0 Ow Imo ITH,170.0 HIM Imo 2I0 Vol) +061 IAA 2179 I1" 7061 171.0 x831 IJ¢0 IM
.Mm- Imo 010 Ro.t TN Imo 1115 170.0 MO 110.0 D@ nao 010 171.0 1438 Imo Ial3 DOA len ITQO mA Ina 719 Ina 1125 170A 2231 17.0 1169 I70A 289 1140 +In 11025 DID 110.0
971 troll) 674 170.0 T9 Imo 1162 17025 0.M 110.0 1354 Into 1002 170.0 IM 1710 IM 170.0 I7M 170.0 11M Ina 169 Imo 1210 ima Das 770.0 1275 1740 IRI Imo 179 Into 0117 Imo IAB
TIM Dna IOM 170.0 RB IAA i2A Imo +019 170.0 149 Imo Hall IAA neo Imo f25 I7U 1916 Ina 1115 Ina 2125 Hot) 197 Irl. 259 Into 149 Imo 2025 Imo 1625 17"0 Na Into ASV �j21
rob'Halt 1127 imo 07 Imo INS 770.0 Ion 1700 1570 1T" Ina Into.HIM 1710 I= INA 299 Ina 1421 Iron 2243 Pao 0605 imo M Into IBi Imo 3Iw I71A 194 170.0 259 1140 179 � � � Z
a "I, 171;0 Hit 1ma 26r IAA last IT0.a 1118 Ina Hill Ina 179 17U 1547 110.0 139 170.0 2012 1140 1171 170.0 DOt Imo ISM f10A 279 into 779 1740 MM /710 178 170.0 9M Imo 1198
."wb 1140 0.A 1740 1143 171011 110.0 139 1140 719 Into Nw 1. 2125 Imo OW 170.0 291 Ina 171] 1mA 2556 1710 tale 1740 31M Ina 2125 1550 4313 Into 7271 +asA 111] Into Del
eeb 110.0 1417 110.0 tot 1140 110.0 171.0 1434 1710 +943 1710 mD 170.0 2257 Imo 1m4 170.0 aw 110.0 1252 imo D]] Imo 296 MA 319 170.0 ASB 431.1 3199 19B 2410 +wA ]19 1561 2® F Op
19b 770.0 1601 1740 t/W Imo 1013 Ilia /6D 170A 2231 1140 10/0 1710 259 171.0 2025 143.5 IIBI 170.0 2271 143] 2761 IBLO 237] IDA Del 1/111 MUD 279 125.0 291 62.7 Dei 1160 119
111 b" IT0.0 109 imo 1461 Into IBM 1710 1710 710.0 2121 1140 1832 nao 2e11 11¢0 1149 tStA AU Va.3 2215 INA 292 7164 2118 11725 xeM 125.1 219 0125 2M2 118.1 AA M.1 7834 100.3 259 X y y
tom, flat ln1 tm0 Me DOA 2125 170.0 10.% 143.4 II5t 150.9 191 t3I.1 D32 /4125 1943 120.1 DM 1773 IDB 1041 2252 118.1 1015 041 2257 0148 IBR 712 D52 569 IBa 6/25 7253 GIA 19e r0
X
INm 126.1 las4 1268 IIA 10125 1as1 1061 1425 925 1543 0125 1101 TB2 1501 841 1]01 B6A ISN R] int W0. 1M/ 657 198 >7.1 194 550 iJas N.i 1501 142 13M ]41 1681 NA Dp Q N Q Q
d O N
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anth9r Ce et Tebte b9 ANCHORCAP,„•,,,,, S�
99.Iwu 27250.99715 569 cwn Iwwa7u re.- sK Mew (DP_)X( �-ANCHORCAP.-
CiCEbO Von Eko NIC Ell.11-al 9 NO SmI a119ieel e1261etl MIAUON CAP'��
AneM1orClip PaK9me 'I'O'w vte•E.M6Wpn w•Elo9 my am v18•E.M.ew lN•Fm VD•em AppwOamr wwcw Aw,,(03)so-ns) 8-M USE THIS FORMULA TO OBTAIN THE'ANCHOR
•-- Eep ge4Rwtnt
I. 2254• 1• 9-V!' wC 1• airs• V 241127 r stl9• r a, 443• Pax• CAPACITY-REQUIRED'CORRESPONDINGTOAN
Ea.69mtmt 1601' +3'4• 1712• I- T 1.1N� I-IW f-w t-Iw .IAM- 1-V4• r +nor tam• v4N ACTUAL PRESSURE REQUIREMENT FORTHE
2AM9n®I.r6`Nb.QGIBwrN4 w06el Ctpth.le9t 301. 3wke 49.
M. ,16Nes 20.04 291. 334. IN69 3141. 50.471• M. .1. 443. 89. OPENING:WHEN IT IS-LOWER THAN THE MULLION
4258 A4.M'Mln.as 1-1(-I)D6p oe93Y Mm am" woke I,.m N32ke 439. SWI. lake 749. TN I. 1112. M. M. 95. -FM ft CAPACITY(FROM THE TABLE)OF THESELECTED
6ARlw•®1.71•IA9i C.C.l Go-(-QCx9ff4.4t 1191. 1101. 1.0. x91. WA .WA 019. WA ta6ke ..WA WA Na 139. tiro. mom MULLION.ITWILL YIELD A MINIMUM ANCHOR
4"-0 rM,,Ga.IM SA.btape/p4.5k Intl. M. M. Mom 'te-'9. No.- 901. WA M. 743. MI. t691. 9x. eM. 1171. CAPACIT1 WHIC14 MAY BE LEM TO QUALIFY
02581901®r WaoA.Ip136 A14b ap•1P14 et ISw. 1501. 1430. 'Nail. -3192. ,1 It.. WA mates +W B. 119. 3]844 1383. 1770. DW. � ADDITIONAL ANCHOR OPTIONS FROM THE
IIA,61-0 X MA O.a l W95A..6p I P4.71: 1880. It.. I-be ]r9. WA WA mw. WA 190. WA WA WA Mane A34es 119. ANCHOR CAPACITYTAFiZ ODUCIRBYISED
{2586010.®tA4•Mm.C--0,b..121-.F4oX WA WA WA NU WA WA WA WA WA WA WA WA WA WA I-oe - 9717@77710 eYAh IBDP10Hae
30
BAKOwe®0A/'MM.O.aIUglA W9.1]5•Amw.(FV.9Y. I9A WA WA WA .WA' "WA WA WA WA Ins WA WA WA WA 291. o�atto
2258171®1.65 Mhi O.0/F.ap(F4, ft
tat 301. Sw. ISOes 690b 1516. 27.. ]51ke 110. 3111. Bas I. NOke 341. 112. 69.
4 ARMs 1.TTSw.o.0/Fa4P4.IIY 90. Tw. 93ke 1De1. WA 1625 4711. WA 633. WA .WA WA 92. RMI. Ifw. 3�. DIIO
NOTE FORTHE OFFSET CLIP,USE THE SAMEANCHOR PATTERN ANDANCHORVALUESAS THESTANDARD CUP, TABLE NOTES
.t TProa9u cenlm-
FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURE a: Flt.RE 4 FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON //11111111///
'� e e LOADING.IN E 8HEETSINTERPOLATION
ON FOR GENERAL INSTALLATION METHODS -
He u He HM2)LINFAFL WTERPOlATION BETWEEN MULL LENGTHS ANOADR OPENING WIDTHS 18 ALLOWABLE �1�;�;CENSF•'•:`7
B.00D' � Rei '•.-k��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEET3 T, No.00705 ;
21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ �. =
FIGURE& FIGURES FIGURE r: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS = q U7'
FNGIE ''O•'• L FS:Irl
Gly 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.F40LLOW ANDGfiOUT-FILLED P' SATE
(FlGUR63 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED FLOR��P: CJ?�
11 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TG ANDRE A MINIMUM OF.126' •"••••
UMUST BE SED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND.046'THICK(18 GAUGE}STRUCTURAL STEEL TO
USED BE AT LEA9T.t2(I THICK AND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•%8'x36• A.LYNPI+rIILLER,P.E.
THREADS BEYOND THE MATERIAL#106012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.g 58765
TABLE 14A S
Mulgon C.pachy Table..mt
Opening WMih(foneMraPT-epeMIC mtO9rm)or Opening Haight(IOrTAA,n1.*Ipt dr4 mLC-) Dnp
Wh W. loh WN I Wh tWN t.TN 110. 1Wh ifyyl p
Re WWAi n6p16i4 Re Qu* T4p1664y R4 VOu nep.1•a. Rwt-.r Tno-. ReOUnp�ly nplOWp. RaUryWr Tnpntln¢ f1ac16r0,Iv TepMR4r. Rerl4,ppv Trrprtlm0 R6O1-- TnpnCup 0`r
1.2P■2.17' 1^'0^gqpp0 95 L5go.ENpgp a55bgWiggp yR L5goen. t5gneft IN
95InMTypp B} B5 LON1ryV pTr L-ft C15-ft k5gueft lgg... pR 15g-no E�( eB LSgostlbTSppR,p g$ IRgn'-v$$ 15I-ft$$ gLo qWp ..ft t5goe,4.$ pg pkY �F
XT6 Mug d Y@ i Yfl t 9g @ 31 3H a HIM i� 98 3� I8 T� 18 11'3fl i@ 3@ $4 1@ i8 �@ t& 8S i1 h t) �B i@ z
41. 1442 SM 19.0 623 1212 M 140 N9 1010 5111 1M.9 N4 Ont 611 1MA 611 W1 310 1x1 Nt R1 SO Hut 911 .1 611 1J1.1 411 51.5 SM 1x1 411 1x1 339 1x1 911 O W
J W
45. MB 4W 1060 3W W6 4W .1 313 9.0 4W 9A 310 %1 9W eL4 911 637 4W fl.1 315 N3 4W 766 ON 403 4W VA 314 x6 W3 766 3M 00.1 4W 765 3H
EOA11h W8 39 91.0 301 e113 JT! fl.] 1M 360 39 71A 219 61.6 3W 9.2 29 467 3W x13 2M 41.2 111 WA 2W x3 3m 616 PM 10A ]9 � 29 ]61
S MN W.0 316 74.1 7e7 363 311 M2 ]9 466 31. 9.T ]35 41A 310 636 ]W JT.7 310 .1 230 310 316 4IS 249 263 315 d.t 290 M WS <n1 2. 11.2 310 42.1 213 LUca
O
pb Wh *5 IN 9.1 210 4L2 ]60 467 2H 253 2M Q7 210 WO 2MM 37.1 ]N 211 2W 31.13 TN 24.7 = -4 2W 2n6 25e 322 AI' 17.i ]W 322 ]01 16.3 2W J3.2 101
m
WN 927 ]x I. 100 253 2M 19.1 10a gni 231 xT tW S7 764 JLS 19 II7 2x R4 1W 21.4 931 AO 1M 1TA 2M 21.1 1W 10] 2M 166 1W 139 231 ?46 1W W
Wh 322 213 89A 1W 111 113 all to 205 211 166 1fl =2 211 9.0 111 AA 211 151 1W the 213 ]37 1W 163 2t3 9T 1W 113 113 220 100 1Ln 2fa 220 1W Z N� �•
n. ]60 IM 361�llnl 110 268 1W A.4 IV 126 149 17A to 213 197 16.9 to 13.7 1M '1
Mh 24.1 161 1541M 21.13 IA UA 1M t30 tab162 161 110 iW � L Z
flh ]26 1W21.6 1W 1613- 131 141 153 tT.6 111 In Y
TABLE149 ANCHORCAPACITY ADJUSTMENT FORMULA: Z~ N Q m O
Anchor CJpacib T013 b. ANCHOR GAP.�a, 7C 2
sua9uc 2n omemN as cac. tmmicuu F10eOCIN PT- upY
(DP_)X� -ANCHOR
MULLION CAP...a,
Arsllarypi MI6•Elm Y.am tM DfO WIcm dt6•Eko ye EkOU6U6m 1N'EkoUlYJtm 1/1'55 Ekd y18•Eko V4.99 Eko 31051e0 012 Steel 31291e4 N ("j
Anchercup Pitbmi Wnem A9pe0eta uvsm A93chaa sf mt(c6)afre709s) efmr 0767 USE THIS FORMU2ATO OBTAIN THE•ANCHOR
EOp waarce MJ 1• r StA^ L.: 1• 2.w I. 2-tn• P. >VB' z n61r SM• OSr CAPACITY REQUIRED•CORRESPONDIN070 AN
Em006nW10nk 13'9• tsr tsr t5'9• s t•w• vvr t.vr 1-vr wtr t.v4• z•. I- 1s�N 1ak1 ACTUALPRESSURE REQUIREMENT FOR THE
M2t0U®SMN.QnI 03Argk I 1 TW IM lW D1 6601. ifAl.1 tm638 6tlte SW De wA 9W n1 Mem WOte 16o29n W2.1 BW Yb NW Oe OPENING,WHEN I7 IS LOWER THAN THE MULLION Q •Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED dgp N
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY 8
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
.- TABLE NOTES: -
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1288'-� x16Y ItmPlalis
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 011,
FIGURE I: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS ISALLOWABLE I u0� � •O
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLESTOBEDRILLEDIN THE FIELD FOLLOW NO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. 2.110 .RU -Prod-Cott
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, I 1LIl1I I I IITTIr
ANGLE CLIP MUST BE USED IN PAIRS. L '.125'
4j 9USSTRATES:CONCRETE SHALL CONFORM TOACI3015PECIFTCATIONS HOLLOW AND GROUT-FILLED 0•,,,,,•,M
CONCRETE BLOCKUNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED i �a' CEN•'/� '
YELLOWSOUTHERN PINE WITHAN SO OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.I2S I '• U SF '.���
THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 125•Xzit•X./26-MLLION * No.50)05 *
LEAST.125-THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (IMMORAL FIN MULLION)
THE MATERIAL 6108 N12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 B.S.
U-` ff
W
SATE
A LYNNMILLER,P.E.
FL P.E.N 50765
TABLE 15A
MaBbn Calmolly 1\619 FINE)
Opening Wlath(forwrlica3/epamllO toglarw0paning HelgM(brtDAmaayepurBTC rmfi 0) OyRt
NF ooh MN WF BOF 1NI4 ink, INN Iram /Y
RO.WyW T lIg. Relorg. IkDllnura Flic o. 11ep'TAW. a l.- TiP'MW -11 a- TWIll- -< - Tv" -I.DBu TW." RxtmpBv TnPn�uG ReotanWu TnMBUC �!
3.26'30 L.W. twa. 1m0. Lola. ilose. Lela. LiIneO. ii iLmd. tela. LNd. L. . La.Ma IS a ig.T(
CEGLAL
BAYMULLg gg 8g � � g $g � o Wm N
3
tlF 1133 6N Ino 435 IAD 7" 1Mtl 418 In0 eN I Im I No Liao om Imill art 1=1 ilio 'Tial I SI IND I.. Rao NI 170A 1411a IRO I ut Intl 1173 1=1 Sol 149.1 17N Hao of J W
Nb 170.0 NO IRO ON IMS 8N Im 5N IRO 9fa IRO BN[1.
it. LRB NI 1A.0 IM IMO 077 iM0 1417 IMO IN is" 161] IRO-No Ina 1713 1NA ala 1142 17x] 170.0 BN
64aNF Rai 711 1- 6W IMO M IMA 371 1700 Nb IAD ON 1'. Intl lA in. 1701 IT0.a 711 1643 INS IM0 7N ISa.0 1W Ill ]N 117? tltl IMA TN 1023 1147 1 7N
NF tial M IRO SI] IAA GN IND 631 110.0 Ilia IT 161 1.8 IA.. BDJ INA 175] IMA 471 IN2 L737 Intl BY I= 1N] IND all IWI Im IAA Sol 902 RN trial
WN IRO No 110.0 MI ROA Mal In. M INA 1113 1140 6I\ Iva In0 8N t- Iva Lau SN IND I- IRI ON aro 1x1\ tat 917 Sol HIB 110.1 013 Rt f2f1 110.1 BN J
WF ROA Wo 110.0 TN IND 1116 tRo WO 1602 Ito 1968 W 1130 tUO 914 TILS 11N 141. W8 1011 11N 17l] W WJ LIN IM] HI ILL 11N IAS T315 .
1180 1R] aN 2 w �
NF 110.0 WI 1760 193 152A INS
1N.S WI 170.0 0.
1N0 1108 Sol 1No 1111 M loll INS IMI M 11A IN6 MA No 182 1NO 1®A W1 N2 ISO 1062 INS 162 els 2 N� r
AF 1NA ON 147.0 IN IRA 380 1380 748 W0.8 SN Ilu /N SW Iwo m M2 eN 9xD 712 N.4SN N] TN AT SN A2 M -N2 040 MS SN 184 NO = ZNF iti7 TN 1251 ai W.4 T00 1051 OTO Sae TN 132 M M 610 032 SLa T00 M w Na IN 71.7 a. NJ 70 SIA W4 Na TN Rl TW Na 811
70N ilol IN tide 07 922 To 181 041 iL1 IN all W2 592 M M1 Sol Ola 7N 701 all 614 IN 0.7 to 4. 7N NA SW .. TN SL] all IN 683 eN xZ- Q
W N M1 Nd 74A aA 80.1 6W R9 491 ell NO NA 4B3 N.1 No 403 475 ISI SW 41.1 4m SLI N1 40.9 4W SN SN JS1 462 M. IN ]S] SN 31A
OOF WA 40 St.1 N1 49.3 4Ba 61.5 473 4]A 495 11,6 111 W.1 493 ]O.0 4x1 uo IN 70.1 /IO A.T 106 712 409 N. 10 MI 170 It2 413 MS IA 16D ]DO f1F1
1NF 41.7 711 4]A N]INA ml 76.0 JI9 x0.5 711 71.1 N1 18.1 IBI LTA 7H R1 691 N.o ]W R9 791 x2S 7x6 RA ]II I9.7 ]71 ill >ol 11.0 '11
111E 70.1 ]A 732 SN 720 770 73.0 7N LTA iM LSA JA 21.0 1M 232 7A 2fA xA x28 NS lax 7A xDD 7H 10.0 7A 18.1 JOS a W N N
1xOh 734 717 NA xW R7 ]H
MA xN ]I.7 IR, x26 200 11.0 Nr 191 ?A taA 117 171 2A r0/ Q O O
INF t1A >m RA Al d ��17 U)
OOH kp
TABLE16D ANCHOR CAP, ADJUSTMENTFORMULA:
Anohor spaeftyTabli ANCHOR CPP.,,,,`
8u49.1¢ 27k fbmele SSkC Ilmcatallx lam cola PT- Mr. (D�)X( J eANCHORCAP.,..
ata Eko Llrill IfOr Elco w'SS li NO std 11x616tl /12NM 'i INCAP.,o•,,,
AnohorCIP Panem\ A6[MT/µ via 6tAlAsm VP Eka Wum 913 Fin M6m IMEb lLntm
mum A1P.odor Loom ANrthW acnt Wa)S9m1(ti1) ac.nlaa) USETHIS FORMULA TO OBTAIN TFE'IWCHOR
E4p mWMemr P atm r stm sea' r atm r airs' T stm 14N• O.N• 0]x4' CAPACITY REQUIRED'CORRESPONDING TO AN
Embamerd(nI TY1' Nu• liV• NH• t t-uP I-IIP 1-w• 1•w• t-v1• Ial1• >• 1ma iSa• Me41. ACTUAL PRESSURE REQUIREMENT FOR THE
1AnvFn®6•Fh O.GIDIxaSA..tlp\rP4f1 JBDb 7Nb 4Nb 690b 110ab IIAb xNIF J54b 1Nb JIIIb TAF. 9Nb Ntb N2b No. OPENING,WHEN RIS LOWER THAN THE MULLION
4AtnMn®]3•MA 0.5/D)36An1YOp./Pb.1T iNb 1Nb 11ab blab xssb Nob 'AOIb WA Itob /1Sb aNb ta%b 4Wb N61F itAb CAPACITY(FROM THETABLE)OF THE SELECTED
6Andw1 x.1r Ma O.GI h6 ItFY47T IIAb 11Ab Oaab 91Bb x]Nb MIA Nab WA INab MIA 1710b WA IW1b 17Rb I-W MULLION.IT WILL YIELD AMINIMUMANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY -
ADD RIONALANCHOR OPTIONS FROM THE RODUCTRUWSELD
FIGURE I: - ANCHOR CAPACITYTAME I
I'�I t�m4 LM N�5�
TABLE NOTES: NO Jli'� VQ•
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. :�• _
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS
tls Cb0091
FIGURE 2: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
/11111/7
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .126' �5 ONYLYNly M�
.
J HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION/LL RESTRICTIONS SHOWN ON SHEETS 21-23. . �� *al; :•<<
FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. 30* T�:'•
3T No.60705 •'
4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED - ;
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 10 ASTM C-SO.WOOD SHALL BE PRESSURE-TREATED
THILOW K.SSOUTHERN PINE BEA INSG OF 0.55.ALUMINUM AND.IM THICK(HALL BE 808AUG4AND RUCTUAMINIMUM STEELTO B / "O: (,C'
TACK STEELSTUDSUDSTOBE AMBIIMUORS INTO
META AIS LEXTE8 AT LEA T3 SCREW THREADS
BEYOND
UBAY +L/( ���IS.:J L;
LEAST.12b'7HICKAND A311.ALL ANCHORSIMOMETAL SINCE EXTEND AT LEA8T35CREWTHREADSBEYOND MIIWON ,O�•.• ST TE (V�
THE
MATFItUL 0106012 ANCHORS INTO WOOD MAY BE STEEL.GBS S.S.OR 41083. %�':!�(oRIOP,.•' �
ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS ''rsS�oMnL. G�`
A.L{MNIMILLa P.E.
FLP. 58705
I
TABLE16A
M912on Capeolty To6U /183 T
Opening Width(To5m5m2TSpmlm m1no P)aro ming H/IOMilotlnAnDlteAyepeMryln110aa)
50N 04N 701. 04h 1 001. iO4N 1Am 71001 10410
E
Reco+xaq lleyf5ra WemipJv T4Wier¢ RVMOOr A4✓Moo IYicmn TtOfmYnw Rv10lt TiU.dmBZ{45 ryory . RectmgUv 11ep70en0 RBCIspOr TI9IG0nD. RMInpIv TnpwvN. R1eWpffi 1raWMr1L
LnMp I.®Qnp 1ea31p In.Onp laeClp I.nJnD bN1g lac6np �.Yn
B�Yr9uu IT
z
o
all Ina On Ina {S5 170.0 TN tree In Ina ON Ire0 000 IA.O No Iran 519 free file Ina NI Into 1210 Ano 921 1760 1100 VOA NI 1n.0 IM 170.0 521 104.3 IBP Ima %I J w
an 1704 7M 1700 N4 IAA MO Ino SBI ITaO M 170.0 BTO Nae Ila free NI 1]00 1217 IM M Ind 1417 11170 Bee InT IBA f700 No 1N.3 INT IAA 804 1228 len IroA ee0 K h
04.Nsm 1NA TN ITOO N3 IAL NO tn0 NI Ine NN IAA M/ Ina 1493 Imo M Ino 1318 Ino 717 1M.0 14" 170.0 iM N7.1 I5N 117.0 T50 12a.f ISSx trod iN 110.1 ISNf57..I
LU p O O
Nm Into T% IAA 012 170.0 ON ITOW NI nao 1110 Nae M Ina 1M 170A 9N Ina 1434 IVA an Im 14M 1]00 oM 1P.3 1159 IAA MI ItOA 104 1174 MI %.0 71. NI m M
Wh 4704 005 1)QO AI IAA 10M 1170 7A fTOA 1210 ITQO %B 151.1 1ND 1T0A 911 IN.1 1309 nao NB 1267 ISW ASA 991 INA 13N 157.1 9N 09.0 Ila 1al 9N T4a 13N 9a F• vS 0NNh 1na 030 1Ta0 713 ITOW 1111 110.0 ON 1NA 1217 N0,0 No 1123 PN PLS 90 in7 NN fail 9N 1NA 721] 111.3 052 96O t2A iM2 w all 1.7 IM.T 033 7.3 1NT NS m a �Nm 1TOA %/ Ii60 104 1704 AIN 14.0 D00 INA 1100 103.7 BBS I2D1 1180 f/1.0 01311341190 1]0.5 B/0 1034 1100 10A BI4 00.0 11% 170.5 NB TIJ 1180 110.1 B% BI.B 1104 N3 Znm tall Imo 1NA BP 1NS 1010 iNA MO 1f5A 1010 1�T.x Nx 1OIX 1010 111.1 NB NA tufa lo" .17 045 1010 BqB 9% N.3 toe %.B 177 5r.7 1010 Al T04 503 1010 nDZnh 137A 905 1110 IN 1143 ON 1320 TTS 98.1 BOB 107,1 nl SSA M 952 TN M N5 M3 1M 007 048 52.5 7n %.3 foe 743 TIB /9.f BOB 11.2 TIO N.D le5 noa nm 10.1 Nt ISA 7N N0.8 NI 1135 1M Be5 Mt N.0 175 w aN MA 713 nB M1 eid 175 Ne MI Tat NI 53.0 Ml N.I M1 NA NI NS BP N.] MI on
9001 027 915 654 AI 000 No ml aN 50.1 N5 Nl M1 513 015 361 BN 40 We 000 B% IIA M aA 5M N3 BN 413 510 20.3 NB 302 511 258 BN M3 0%
oh a2 fiN A.1 500 6BA 6N SB.1 IN a7 SN SIA /B7 420 Al 4L {M 31.0 SN NA In 31.1 OBe 361 NO 20.1 6M MA 459 2A] SOB M.S 4% 214 aM 227 Nl N
tom 471 NO NA W NJ 410 413 399 311 IN 39.7 N3 29.8 N9 31.7 3A MA 449 MA N3 329- N9 ALI .317 200 44D n.1 MB 1].1 ND tat 3M 154 NO 160 3M IKY
III It 141 4A N4 SN M/ NS ]T.D 317 31.5 lA ]2A SP %A 417 20.1 3N 240 423 MJ 1N 221 1:S 21.03% 1M {P 20.1 350 IS.B 125 160 3N T p N N
Nom SIA 384 All MI 29.1 MI 20.0 A5 2/A M/ 25J nl 2IA 301 224 317 IgA SBI 103 313 11.3 104 167 No 3 10. O
1NN x03 2N
NA ]M IBA 337 17.1 x30 a$g fi3O s0
TABLE IBB ANCHOR CAPACITY ADJUSTMENTFORMULA. �9 �
Anchor Ca Bcl Tabi/b/ ANCHOR CAP.,.,•.. 8
avmmlr vtcac:ua - It-wu IaeB au PiW0o0 Nem we.)X( �=ANCHOR CAP..
ate•Elm llf 99 Ek96118'Elco IN'99 Eke "On.
/Ix 9Nd MULLION GIP-:-
AncharClpP/iNm/ tY EtoUMcm W[kau9rom SIB•EkewDsal WBkow.cm AwmB.+(a90oi.«(a51 BuewM USE THISPORMULA TO OBTAIN THEANCHOR
zw t• alp• stn• r x-IR r 2-trr z 3.aa Y aN8340.321• CAPACITY REQUIRED'CORRESPONDINGTOAN taN• ACTUAL PRESSURE REQUIREMENT FOR THE
04890b ITOOro Mb xMl. 35180 1alre 3111. 721 . N21mSNDfOPENNGWHEN RIS LOWER7}Wi THE MULLION
Po a/ lNb re9a 1en1ml. CAPACITY(FROM THE TABLE)OFTHESELELRmUAW/ IfAR9 9seh3 aN1m mlka w4 N91. we tM81m wA ISA ee wA Nn oe IBmm MULLION.IT WILL YIELD AMWIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIOIALANCMOR OPTIONS FROM THE
. .. ANCHOR CAPACfTYTABLE. a➢btxaMhur Fled"
FlGURE7: 1.
TABLE NOTES: O I43�16
� It 1)SEE BHEETIFOR GENERAL
ET TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE BHEEEETIF RINSTR CTI INSTALLATION MHE TAB. M Fmdm��•
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE QMUL ,7
1111111I I11]
H MULLION AND MULLION CUPS LD FOL ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23.
HOLESTO AND
W7TIE FIELD FOLLOWING TO SCALE.
IONAL REXA RESTRICTIONSSHOWNSEEON SHEETS 21.8. .12b' ``�?�`;:'I.IGEN3S'•,��i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C '•, !
-k' No.50705
F--T4)SUBSTRATES:CONCRETE SHALL CONFORM TOM 301 SPECIFICATIONS.HOULOW AND GROUT-FILLED _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)STALL CONFORM TO ASTM C90.WOOD SHALLBE PRESSURE•TREATED llp -
r / r YELLOW SOUTHERN PWE.WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.126' -O ��-`(S
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33ANO.045•THK:K(1B GAlMaEJ.STRUCTURAL STEEL TO BE AT � ATE FLEA9T.126'THICKAND 430.PLL ANCHOR81NT0 METAL SHALL FXTENND "n•'•FLTHEMATERIAL 11106 g12 ANG40RS INTO WOOD MAYBE BTEEL I&89.S.OR410 S.8. '�FSt •. 'XI
ANGLE CLIP(FIGURES 1-3)MUST BE USED W PAIRS. f 7 LA ML E1
A LVu1J UIILLER,P.E.
FL P.E.9 58705
F'1.000•-1 F^726F+1
--�,.DDD•'-- -•I,.DDB•r °�74W71
r rhe
-{1.000't' --1 1.000•I-- I .125•
.125 �Y
2.750' 2760• ,126' &126 .125 3,18&'
.126' .126• .125
2.0100' 2.000' 28S' 2178' b m
L 125. I 125 ZN d y
L 00
r � 1 r r W
VXT%.125-MULLION 1'XTX.375MULLDDN 1'%27SX,S7FIAULUDN 1'X275XB50'MULLION, 1'X3.12F%.FMULUON 12S=BFX26SMUlILR1 12B'X21l'XA2FMULLXIN � Q K N
eoo1T8ALUM. 6063-TO ALUM. 60B7•TSALUM 6083,76 ALUM. 6DB1TSALUN 505YTBALUM 8063TBALUM.
XSE'CTION %SECTION %SECTION XIIEMN %SECTION %SECTION %SECTION LU N O
t-.12S t--.125• "'1 H^.126' W
Ir TABLE A Z w ffi' E
STANDARD CHID I I 2X6IWCLECl1P tu 2
Sms-TB AUM. I 505318 ALUM Dimension V°Hue pn) For Mullion: ? O rll
2A00• %SECTION 21�' U-0LP 2000' 705ECTION A 1.825 d Z
I 1 16063YT5 ALUM I B 2551 1'%2'X.125 J
.1x6' XSEC77ON L '12s Aluminum
C 0.886 Tube M.Ift Q 12
D Q740 N Z p
.12Sr
E J.74P F- B 2.126 1'XY XAO4 .375' W C Y
5.500• Aluminum
3.126' COT HEREro .376' 5.000' C 0.035 Tube Muillon
.375 y CREATE FC1P,6ff MIN I D 0.480 Q O O
MIN. DETALF,SHEETI ,�7, 1- K A 1.875 �O
r- E I 376'MiN (� Z
.335 MON. �.
r � B 3.000 1•X275•'%
I I I I I A A I 6CLw F-------�
L_ J L_______J eo63.Te ALUM ._ r___________________ aXSAN<ItE CLIP C 0.757 .376Alumfi
_____ TOPVIEW 6063mTBALUM D 1.118 Tube Ml86on
STANDARD CLO' CENTER OF ANCHOR HOlE B1USf UE WITHIN THE TDPVRW E .450 MILL
608YTBALUM DAEI .BOUNDARY.SEE 6HEETS 5.17 FCRTHE
CENTER OF ANCHOR HOLE MUST L@ TOMEW Z
ENTER OF ANCHOR ANCHORO.C.DIS TANCEWWMUMANCHOR A 1.312 1'X2.75'%
WTIHINTHE�D BOUNDARY.SEE OLEMUST HIE HOLE DINAETER:ANCHOR OIAMEfEft.t/1F. B 3.000SHEET36.17 FOR THEANCHOR O.C. RHBN THE OASNFD
DISTANCE MA%IMUMANCHOR HOLE BOUNDARY.SEE C OA78 Nwdnum
DIAMETERANCHOR DIAMETER•UHF. SHEETS 6.17F011 THE D 0.835 Tube MulDon
ANCHOR O.C. TABLE B DDUCi RBVISIID
DISTANCE.MAXIMUM POT Perth A 2,000 1'X3.72SX ry'r11ywA6uw Ylori�
ANCHORHOLE Mull Dimension(dleet G) B 2.837 I u0LSo8 LMa
E5' .376' DAMETER:ANCNOR Maw. Std.Clip Otrrl Clip U.Cllp Angle Clip .50F AIM71' xepmcoN
.375' MW OIAAIETEN�INF. C 0.083 Tube Mull de
MR. 1'XY X.129'(5) BB605 666113M 6661118M 688243M 666511M D 1.137
-----_T___________� 1'XY X.3717(S)' 858008 666114M W61119M 666244M 668512M A 2.026 Led eHo4uq Oonu01
1.25 X 3.1138'
P X 2.75 X.375(7) 68007 0M115M 6801120M SBU46M 088613M F B 582 X.285•Aurin
1'X2.75•X.650•(B) 06008 688118M 0581121M 668248M 666514M C 0'882 'Lube Mull.
I I 1 9 ` ON......... /(( i
--- -'- D i 1'X3129'%.SOD'(B) BBB37M 0601118M 8881114M 668242M 888515M D 1.752 �`4�'•:'�10EN3F"•;FR��:�
1.28'X2.11• ) `
i I I i 1.25X3.1BB'X.255•(12) 68641M 686111710116681113M,668241M 666516M A 1.813 .1211 Alu.
I 1.2(°%211'X.125(113) 88070 WA I WA I WA 666517M Tube Mull _ No.68705
0 OFFSET CLIP NOTFS ''O•• ,Z%!S?La`
.125 I 6063.113 ALUM ST TE
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEH ON THIS SHEET.
.74F 2)SEE SHEETS 6-20 FORSUGGESTFD,APPRO%IMTE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. '.. ......q
A. NN NU DEFT,P.E
3)SEE SHEETS 2i FOR GENERAL INSTALLATION MEHO
TDS. FL P.EN 58705
y 1.007 1.Dom 11 t'OW-1 740
W
.0� .30b Fj�l .125' -11`.125•
BB2• 7T I r
.138' I I I I
4.E)0.
.125'STANDARD CLP
4,W0' W0' 2025• 2.DD7 g0y.�� I 2.126 V•CUP 2280' OOByEO-
TBALUM.
A3P 1 .126' 1 6063-TO
SECTION I %'SECAND710N Z zm
.126' 126' L 8
r N F
1 0 W
.125 CENTER OF ANCHOR HOLE MUST LIE WITHN THE
.T376• .165' �5. DASANCHOR HED BOUNDARY SEE EETS 6.20 FOR THE
O DISTANCE.MA)UMUMANCNOR K N
1•%4'%.125' PX4'X.3W I ,'X4'X.316' 6607 HOLE DIMIETEId:ANCHOR DIAMETER 111 . m N O 0
MULLION MULLION T-MULLION CUTHERETO 6.000'x•{ 375' p y
O00ST6ALUM, 000}T6ALUM ONSTO ALUM. 376. 3.125 -•�-LREATE F{LIP.SEE �� MW. N J
%•SECTION %SECTION %SECTION MIN. (IEfP0.F,SHEET4 M W
1.255 1 375
1 I I_______i CENTEROF I I MIN. � ❑
ANCHOR HOLE ...I Z
1.250' 1260' I I I 1 IT�Wm� 1 I a J p
I 1 1 I I F I BOUNDARY.SEE I Q 0 G T o
F __- SHEETS 5.20 FOR
2.876' Q
I I 1 I THE ANCHOR O.C. yp
3.84' i i I 1 1 F I DMA0Ml1M I 1 y 2'A
3.25(' 3.255 i i I I ANCHOR HOLE i I Y
1 I I I I 1 DIAMETER: , J N N
.107 .10PI I 1 I ANCHOR
L17 0• L ----- -------� . . i---------------------- 9 = a
I DNMETER+U15. Q f Q
_ 2XSANOLE CLIP 1Z�'p
•larJ 824•LJi'
4' F ` STANDARDCLIP UCLU' 6063-TBALUM K a(C
-T CENTEROF ANCHOR HOLE MUST LIE BOBSTBALUM 0063-78 ALUM TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE TOPWEW TOPVIEW
155%355X.107 156•X355X22P _115x3A1'x.82P SHEETS620 FOR THEANCHORO.C. TABLE TABLE C,CONT.
MULLION JAULLION MULLION DISTANCE.MAMMUM ANCHOR HOLE Dime nelon Value On)For MUlllon: Dimension Value(in)For Mullion:
0006-TEALUM. 6006T5ALUM. 000ST5ALUM. DIAMETER:ANCHOR DIAMETER+111 r. F 368ZEW 1' { F 12M .26
%SECTION %SECTION XSECTON 0 1.ON .125 O Q6N X.6M'
3.488' 6.607 3,000 Tubo MILBo M 3.260 Tube M1 Mullion
Vj
2BB1' .125 .376' --� ,37fi' F 36 1.376, F 2025 1.26'X3.94'
'r 1 �1.877 MIN. � ., O 0.767 H 1.120 X.821'
v I .. AI 1.600 AlumNum B v"ey`N^117+ .
'LLt.... ,r
-0 """'r
ube B T I 37b0 lube Mullbn Io9 1. /•LOS
F 22N 127X355' F 2813 30•Sa Mu0
.1?b' O Q7N %.tOD' F 125 45• 2.2`5T I�/5•BAV MULLION 3260 I I 1ITABLED
37 BAY MULL0003•TBALUM �_______� �_ _____� MuIIDaneI06 POTPaR/ 'd0063 SAWX45CTION (eheetq Mullion 016 Clip OReet GIP u.cllp Ao91e C0p -XSEOnOI OFFSET CLIP 1'%PXA25(f0) 69354 W8111M BUSH 2M 66VAIM OB0516M r I I .125' O 8083-70 ALUM. 1'%4X.375(11) 66610 0WI12M BB61121M 6682/2M BBB E Na.58705
•22S'J�-.1181'-� 'n5J r•g81•y TONNEW 1'%4'x3757(11) 11006.7 SMI12M eB01/23M 566242M 06801BM /' •x _
NOTES: .740• F 1.25 X3.25 X.107(13) 20100 0681127M 688112dM 8882110M 8685115M ,•O•: B(3- r.)�(�..:,�`
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X123'%.827(1Q 20181 88811IBM 0601126M 686N11M 8083118M ���'•, J
155X181'X*(IM(15) 21162 BBB1117M 880112NA 668241M 606517M ���.';FLORIOP,. G\��
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROX MATE HOLE LOCATIONS 900e9no(19) 66649 WA WA WA 6685110M /i/SSS•'" N�`
450e9ree L2% 80060 WA WA WA 01161111M ANAL`���
3)SEE SHEETS 2.1 FOR GENERAL INSTALLATION METHODS. A.LY{•IIGIM"Lhn,P.E.
FL P.E.N 58705
TABLE E
Mull Dlmen.lon PGT PBA# �
f £
(.11.Be#) Mullion Std.Clip UClip Anglo Clip f`•1 '-'))`•125' —i 1--,125• e'r
rX4'X.26'(I)I 66602 600261M 660271M BBB5112M r
YX6°%.26°(17) 66604 668282M 00272M 8885113M I S7ANOM0CLIP I u4:uP I WANGLE CLIP pp
I—T6 ALUM 6061T6 ALUM. 605176 ALUM. E4
2000' I %SECTION 2.125' I XSECTION 2A05 x'SEC' i
NOTES:
1)HOLES TO BE DRILLED W WE FIELD FOLLOWING I '125• I '125' '126' $g ym FF
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T In StNd W
2 SE SHEETS 6-20
FOR SUGGESTED,APPROXIMATE �1480'� I p
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 1.480' LLA
5.600' l�
2000' .375, CUT HERETO .376 .375 I 5.000,�.MIN. DO Z to� N
3.500'��� CREATEF-CLP. I 37S m y O
L. I_3EE DETAIL F. £
MW, r SHEET4 MW. O AO
- - ___________"' j Z 2
I _ 1 ;_______ i Z f� �•
1 I
a 6 Z
4.006•
250' YX4•%76' £ -i—' -- 3436• £ r 3435 £ }---- -i FZFZ, V Q a G
MULUON i _ _--I 3.435 I I 6 0 Zg
60By78 ALUM
x-SECTioN .375 N Z
L________. _______I MW W O
STANDARD CLIP /CE�WER
U-CLIP,BOByTBALUM. + 2x5 ANGLE CLP Q Q O O
CBOEER OF ANCHOR NIXEN1U57 LIE 606178 ALUM ORY X4'MULUON.SHEET IB CENTER OFANCHOR HOIE MAST UE Bull ALUM a Z y N
.265 WRHWTHE DASHED BOUNDARY.SEE TOPVIEW TOPVO:W WRHINTHEDASHED BOUNDARY.SEE TOINIEW E•O�
SHEETS 620 FOR THEANCHORO.C. SHEETS 6.20 FOR THE ANCHOR O.C. G' m
;".—E11�7=111ORTI—LIM-1
C. UHOR HOLE F ANCHOR HOLE MUST LIE DISTANCE.MNOMUM ANCHOR HOLE
TTER•1116'. E DA3HE08011NOANY.SEE DNMETER:ANCHOR DWNLIER�U15.
SHEET 620FORTHEANCHORO.C.
5,6pg• DIST CE.MAXIMUM ANCHOR HOLE
CITE HERETO DIAMETER ANCHOR DIAMETER.UAB'.
.375 3.500' --i SEEATTAILF. �5' 6.0�'
MIN. f r-SHEET4A1F. MIN. �_.9)5
MIN.
.376'
T I
.Wbiq.MN.=406.
NPT /!f/
I I
I 1
,250. 4.665 £ f 6.435' £ r—_—_—___I
I I I 5436• I 5.435 �. \ 111111111
LYNN
Yx5X.25 1 I I I I I Q`a1:-`ACENSS•....P
MUUON CQ
6063-7B ALUM No.66705 ••Tp'_
%SECTION I I _
.376'
�_______ ---------------------
I i I ILj MIN.
60011% UN. UCLIP 2X5 ANGLELI
%�'1`�(•':FLORID P.:G\��:
.250' BOTOP6IEW eoasT6ALUM 6051-TB ALL
UP
TOP VEW USED FORYXB'MULLION.3HEET 17 TOPMEW
TOPViEW A.LYNN MILLER L,P.E.
FL P.E.#58705
R e
EXAMPLE I:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 132.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF-60,01-60.0 PSF.
NDu1tlf0_RB_W NEM 1)INITIALLYASSUMING THAT A I-WIDE MULLIONISSUITABLE,THE MULLION LENGTH IS 72AND THE OPENINGWNDTH IS 32'+32.1'=6S.REFERENCING SHEET 25,THE COLUMN UPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED
pp
RECTANGULAR LOADING MUST BE USED.3CAN THE MULLION TASLtS FOR A MULLION THAT IS AT LEAST THEWINDCW FRAME DE
UIRED
R
DESION PRESSURE OF+600-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SI2EAVAILABLE. CTTC��
SEE FROM TABLE SQL SHEET 7,THE 1'X2.75-X.376•MULLION(LENGTHa R',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-58.3 PST AND WOULD!�]
OETu NOT BE SUITABLE FOR THIS APPUCATION.SHE"sa FROM TABLE 4A.SHEETS,THE I-X 236-X.050-MULLION(LENGTH 972,OPENING WIDTH=7n HASA DESIGN PRESSURE Of+/.n.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REWIRED OF 636 LBS 4N
N—ON B FD
SGT A Z USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REWIRED FORTHE WOOD SUBSTRATE BOTH THE STANDARD CUPWITH(4)012ANCHORS AND THE 2X5 }
4 4 ANGLE CUP$WITH(4)012 ANCHORS HAVE A CAPACITY OF BBS LBS.THOUGH EITHER ONE COULD BE USED,THESTANDARD CUP IS EASIER TO INSTALL Z �g Iy1--
�/ OETMS 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NATIi THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS WALL � W
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQ111RES7HAT THEBOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED INACOORDANCE WITH THE ? LLLL=11
Ya INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WA4-1E0.0 PSI.THp OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 838 LBS.ALTERNATIVELY, UU o
NOANOfORS01WWD0Yl SBL THEA14CH0
R CAPACITY ADJUSTMENT FORMULA COULDHAVE BEEN USE4D TO CALCULATETHE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF BO PSF: - GO y
F J
(BOPSF)X(72.7j6L-)=524.3LBS (MAY BE USED TO OUAUFY 010#EEL SCREWS FROM TABLE 4B) � 7
fI4HGVAOm PSF m �Pp m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL.THE\MNDOW FRAME DEPTH 132x18'.THE OPENING REQUIRES A 2 E
DESIGN PRESSURE OF+60.0/S5.0 PSF. EEE Z
a
FOR THE VERTICAL MULUOM Z 3
1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE IAULLION LENGTH IS 32+72+1'1105'AND THE OPENING WIDTH IS 36'+36'.1•=7T.REFERENCING SHEET 25, C LOVA 0
.. THE COLUMN USING RECTANGULAR LOAOINGSHALLBE USED.SCATHE MULLION TABLES FOR A MULLION THAT IS ATLEASTTHE WINDOW FRAME DEPTH OF 2.3R'AND NTLL _UFNI d tlO y�
EXAMPLE 2!MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.d PSF.IF THETABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NEXT LARGER SIZEAVAOABLE
LU
FROMTABLE 3A SHEET 7,THE 1'X 2.75'X.37SMULU021(LENGTH=108•,OPENING WIDTH=811 NIEE73THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS-1-15.1 PSFt 2 Q�Q N N
DULL TH'ir AND WOULD NOT BE SUITABLE FORTHISAPPLICATION. V W G O O
FROM TABLE I2A.SHEET IQ THE 2 X 4-X.250'MULLION(LENGTH=.10B•,OPENING WIDTH=80-)HASADESION PRESSURE OF-1.843 PSF WHICH EXCEEDS THE REWIREMEMS Qa AIN Z N N
Sff FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 871 LBS
�
5(£ DETALS, �
FEHESIRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLIONWILL ADD 2 TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+38'+2174•,N0T77AS PREVIWSLY "N"
PROOIICRS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSUREISSTRL APPUCABFE FOR THE ADJUSTED OPENING.ALTERNATIVEI.Y.THE VANOOWWID7HS MAY BEREDULEO TO MAIM—
APPROVAL, �– THE 77DIMENSION(3SU2+35.11212'973'} 1
2)USE TABLE 123 TO FIND TH4 ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,A$SI.'MEEHE POURED
VER HAL, I CONCRETE HEADER AND SILL ARE P WIDE.IF THE MULLION CLIP Yt%RE TO BE CENTERED WITHIN THEW,CARE MUSTBETAKEN TO MAl14TAW THE F,AbTENEn'S EDGE DISTANCE
NULLON` SEB �St£ LASING THE STMIOARDCLIP WTTH Ie)3He'11LTRACON ANCHORS AT AN EDGE DISTANCEOF2-1fY OYES AN ANCMORCARACITYOF 1050 LBS W}fIC!1 is GREATER.AND
lHlGm THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS ..+ ..
A DETA0.S. DETAIL E. ..
DPgdHG SHEE.. ONE— FOR TFIEHORIZONTAL MULUON& ,.
t BHT BECAUSE THE VERTIG:L MULL WILL BEA 2'X4'X150'MULLION,INTHIS EXAMPLE WE WILL MATCH THE HORRONTAL ANO VERTICILMULUO(l3t ALTERNATIVELY,ANOMER
Hope MULLIONTYPECOUiDGECHOSEN. ? RODUCI'RGWS®_
NULLIDN uy1Y5G wAKtEePkHdA
1)THE MULLION LENGTH IS 37 AND THE OPENING HEIGHT IS 32'+72+2'1106'.REFERENCING SHEET 25,THE COLUMN TRAREZODALJfN1ANC5WH LOADING MAY BE 041g0Oo44
aePtmludo 1 USED.FROM TABLE 12A,SHEET 16,THE 2 X 4-X.250'MULLION(®LENGTH-42,OPENING HEIGHT=120')RASA DESIGN PRESSURE OF-1-f 70J1p3F WHICH IXCEEDS ME
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THEANCMOR CPPACfTY REWIRED OF 621 LBS
T
DETABS. 2)USETABLE12BTO FWD THE ANCHOR TYPE ANCHOR QUANTFTYAND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE ASSUME THE JAMBS ARE V. iertJ adeN EH Cm0a1
moi$ NIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B'ICARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH
2J (4)3110'ULTRACON ANCHORS AT ANEDGE DISTANCE OF I'CAVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED MAIN/
ANCHOR CAPACITY OF 621 LBS
�O4',NIX52 ,_,OB'.NORe� 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS TABLE 129 FOR THEU-CUP SHOWS THE ANCHOR _ 1�'\,\CENSE''•;-ry��–
MULLLENGm L{6LL LENGTH CAPACITY IS 1D74 LBS WHEN USING 3ANCHORS.WHICH IS GREATER.AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 LBS.THE � :
OPEwNGW1'Om FNXR Ni1nCALMIILL No.53705
ANCHOR TYPE ISA 012 STEEL SCREW. • '
FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS •/!/
+/-64.7 PSF FROM THE VERTICAL MULLION;
-1-170.0 PSF EC
FROM THE 38'HORIZONTAL MULLION ATTACHINGTO CMU; :�1 1 1�
+/-170.0 PSF FROM THE 30'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} 0', ATE F LZ/�
THE LOWEST DESIGN PRESSURE 13-1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '' jsLSf�nIEW�.�?•
PRODUCTS,WILL APPLYTO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THEFENESTRATICNPROWCT BE INSTALLED IN A Lr'NN MIBL'E}�,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.W 68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OFTRAPEZOIDAL7RIAROULAR LOADING:
I
PW
PW PW lvq
ppY
i z m
SH/DH SHIOH SHIDH SH/DH PW PW ON
4 4 4 4
I
LU
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / � O
SILL OF ININOOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; / )Qh HINGED J
V ODOR 7
SGO Z �3
- I
LOADING OF VERTICAL MULLION ? GWI
1 Ll L
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION
PW
�z
� PW LU Z
SHIDH SMIDH
4 4 SHIDH � ¢
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1
SILLOF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
.. I PW PW HR l
LOADINGOF(Z)HOPoZONTALMUWONS LOADING OF HORIZONTALMULUON LOADING OF HORIZONTAL
. MULLION
PNi HINGED I NOTES:
DOOR FW PWFlylAe xiN�ePIoAG
1 - I)ORAWINGSARE Gins 06N 4•�� /+}/1
RERESENTATIONS OF TYPICAL ytenwNo
PW CONFIGURATIONS. Po
PW CONFIGURATIONS NOT SHOWN
MAYBEEXTRAPOLATED FROM pppppi
THOSE SHOWN.
BEIDTHE LOADING ETERMINED•USE E CANNOT
v / PW RECTANGULAR LOADING. _ ? �ICENSf'.•F,��i
Ply PW it
1 � 3)SEE PRODUCTS'APPROVAL FOR =�: No.80705
1 ACTUALANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS,
SGO Qom•, ATE F '�fV`
•;FLORIDP•�• �
LOADING OFVERTICAL LOADING OF HORIZONTAL A.L'NOI(f IIA�El%E,`
MULLION MULLION FL P.E.#68706