HomeMy WebLinkAboutProduct Approval (2) i
M IAMDADE MIAMI-DADE COUNTY
L Bann PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,'Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
CE CEPTANCE (NOA)- www.minniidadg.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
ode including the High VelocU Hurricane Zone.
N:Series 'TGT"Clipged Extruded Aluminum Tube Mullion—L.M.I.
'APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Re an Aluminum Tube Mullions",
'sheets 1 through* 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
'dated 10/10/14, signed and sealed by.Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
':LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E=2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
Mtarttinaot:covrtrr
NOA No.16-02-18.03
�! Expiration Date: May 26,2021
r Approval Date:April 14 2016
Page 1
Y\
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, 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.
I
I
ManuEtI0218-03
a ez,P.E.
Product Contaminer
NOA N
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
I
l
i
Manuel P.E.
Product Contr.VIE-_Ominer
NOA No218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
- E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a �
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE a,..
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........... +�
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS.._...._..._.-__.__..4 41id 0
FIGURE 1: ELEVATIONS..._.............._._......1 O
MULTIPLE ---OPENINGWIDTHFORVERTICALLfULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02XWOOD.........._...,_..z �:e
MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASONRY....-....-,z
SEE D.G)t RECTANGULAR NOT HAVE A CAP OF MORE THAN 11V FROM THE CUP. INSTALLATION NOTES_..._.,._..,2 d
A-D,G.H: 011APE MULL TO MASONRY............
.�,.3 N SHEETS 25 MULL TO STEEL STUD__.._..•._,3 8 m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTOMULL.-...__„.....„..-._.._.,3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160.THE 1/3 STRESS INCREASE WAS NOT USED ANCH0R3PECS..„.,...__•_..._•.3 in r
BAY MULL INSTALLATION
_. Z' N (n 1IjI IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. AL7ERNATATE ..CLIPS__-._ 4_..._-4 O
1 X 2 X.326 MULL SPECS...._...„..6 -j
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OFTHESEX.376 _t ---yy-y�
INSTRUCTIONS. IX25 5MULL - -7 Sg N
SEE DETAILS , LII i X2.76X A5 MULL SPECS--„-.,..a .T; o
A THRU G: p iii r_ I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND tX3.325x.G0o MULL.SPEC3.__.9 UJ p o O
,`__ 1 SEE
T G:LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPEOS.....__.._10 m o ~sHEETS 2J ' ONLY TWQADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE ANDANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.376 TUBE MULLSPECS_..11 CD Q
I� If I SHEETS 2J 1X4X.376 TMULL SPECS......,11 J
/ I / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.265 MULL SPECS...12
OPENING
VERT. HEIGHT 1.25X325X.t00MULL SPECS.._13
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 128 X 326 x.824 MULL SPECS.._14 ? W z
LENGTH HORIZONTAL Q
126 X 3.94 X.624 MULL SPECS-...15 � O'
SEEDETAILE, MULL 7)ANCHOR EMBEDMENT BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.W000 BUCKS BY OTHERS.MUST 2 X 4 X 25 MULL SPECS_.__._,_10 Z
GREETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X6X.25 MULL SPECS..,..._„....17 Q y r
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.18 X 2.11 X.125 MULL SPECS...18
REACTIONS. 30'X 3.26 BAY MULL SPECS_._19 z
46'X 3.28 BAY MULL SPECS._.,..20 Q O � � �
MULLION&CLIP DIMENSIONS.,.._21.23 H- Zsi � O O
FENESTRATION 6)REFERENCE:TEST REPORTS:FTL,6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2._,__.....,.._.,,_.,..2a 1!o$"
PROWCTS MAY LOADING EXAMPLES_._„_..._.,...26 W S
BE OF ANY TYPE. 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMMST BEPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 1y
MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH 'I' Z
9Y Pcr. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U W
10)MULLIONS ARE 1N COMPLIANCE FOR USE IN THE HVHZ. 0-
9 €
O Z• to
/SEEDETAttS 0 a
�HowzONrAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING to:
1--- MULL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS
AOD17IONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(U)SIFT-)FOR THE OPENING USING THE ASCB-7 STANDARD.
MULL )�—t---OPE G WIDTH---i HORIZ —`(
MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-'I LENGTH I` NN
/ 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR`TRIANGULAR/iRAPEZOIDAV.
OPEN 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 18A,ON SHEETS 6 THROUGH ZO RESPECTIVELY,USING FRODUcI'REVISED
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE complying with we F101ittf
OPENING MULL BUilOIngC04o
HEIGHT LENGTH /� ORI p �. "I..- MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acocplmlce L•fo 1 bZLS,
MULL STEP i), B pl_. Date /1 n r
1L _-. .l__ �TH FAH
6)FROM THE SAME TABLE USED IN STEP 4}ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS).THIS VALUE BY
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY. Miem hodud
,,,� OPENING WIDTH
SINGLE MULLION SINGLE MULLION FORVER{C UBSTRATE CONDITION(MULTIPLE
O MUD 6)FROM THE ANCHOR CAPACITY(1.13s)TABLE ON THE WIOTH ANCHORJSUBSTRATE/AN HOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOEET AND USINGR CLLIP PATTERN R ACTUAL SAND VERIFY THAT THE REQUIRED ANCHOR \���Lp14�•�YNN.��/1//�'�,
FOR VERnO4L MIAL CAPACITY IS MET. :a1�.•'OGL-NSE'•�Cp
'1 SEE CORRESPONDINGDETAO.S MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBSIFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBS/FT°)FOR THE �`:
FROM FIGURE1 ABOVE. ) N0.60/0-)
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _
"STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT _O•� .[rc
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION �)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ;gyp•, Iyrr
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT')OBTAINED FORTHE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .,FLORtOP.•' \��
*ALUMINUM DESIGN MANUAL.ADM-20tO PRODUCT ASSEMBLY. - - -
9 HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORAPERMIT. 1/1-�'l,(� q) �G�J��
•AISISi00-07/52-20t0 ) A.&N)Y�h'1F1¢o10 .
FL P. .P 68765
DETAIL A: DETAIL B: MULUON $
MULLION TO 2X WOOD BUCK M ON MULLION ATTACHED TO 1X eucKSTRIP rM ANCHOR i
OR WOOD FRAMING WOOD BUCK AND MASONRY AND �--PERSUBSTRATE. $Y
OFFSET CLIP SHOWN ATTACIiMENT SEE SEE TABLES 113468
( ) (STANDARD CLIP SHOWN) BY OTHERS,
1 SEE NOTE 1, 04
I 1 MULLION SHEET 1. - y
to
SCE SHEETS ° I �•.�.. '••'`...'� 2
ERHERTHE ,° 1 I t 21-23 FORHOLE b I I MINCONCRETEORCMU�,• EDGE Q W
STAt/DARDO 1 LOCATIONS 1 I �DIS7ANCE. J W
OFFSET MULL ad'' ° .e ''I SEE SEE TABLES : _
INSTALLED BY a DISTANCE 1. n EDGE DISTANCE 1B-16B (/,1
d v I I FOR W000
THIS METHOD. 4 SCREWS 1 I I F�HOR MOARSS MASONRY W[D Q 0 p
21WVM XFOR °°4 e I I SIDE VIEW z c)
° 9 ALL MULLIONS ° 4• O (0 J
° d e ° EITHCRTHE ,t
° 9TAf10ARD OR U ee f:
d'• OFFSET MULL 2 2 m ?
d' a CLIP MAY B.
EXTERIOR INSTALLED BY LL
s' gg
EDGE 9 THIS METHOD m w 11 u 2
d DISTANCE
° e FOR < I- Z r `-
MASONRY
THE OFFSET CLIP IS ANCHORS d Z
n RECOMMENDED FOA
EXTERIOR ° wlNoow euF ntAY N
ALsoBEusEOFDR v � � Y Y
OTHER FHAME TYPES.
Q ? Q O O
Z
d AU) �
TYP.ANCHOR TYP.ANCHOR
PER7YP.SU STR /—PER 8UBSTR1.1 PER SUBSTRATE, �^ g '7 •7
PER SUBSTRATE, / BEE TABLESAT%. SEE SUBSTRATE,
ATE,
SEETABLFS 18.168 EDGEIEND
DISTANCE BUCKSTRIP
SEE TABLES {W0
EMBEDMENT BUCKSTRIPATYACWENT
-.. ANDEMBEDMENT'.. ':�.:.•:• BY,
Y OTHERS,
(, ATTACHMENT ( .a:' SEE NOTE I,
BY OTHERS, SHEET I.
SEE NOTE/. .•r. ..�, .- .. ..
-- SHEET 1. ..•. • ,
MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PROOUCTRSVISBD
FRONTVIEW oena glnC aowt���m
Aaoeptonc No C
Bx Imtion IJa1e 2�
INSTALLATION NOTES:
by
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
1AI 5odua
I11
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE -
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE _ ���:'��Gf:N SF'•;F'P
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
�c NO.•3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 58-105_ �
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET Z. -n :q'
� S a
b)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMf-DADS COUNTY APPROVED S 0,^� •;P.40111DP•ELCOULTRACONORELCO1/4"S•S-AGGREGATORMASONRYANCHORS. „-,- ,
//'OT/ONAS �Ci?
A.C%NIM)LLEA.P•E•
FL P.E.#56706
DETAIL E: r
DETAIL C. MULLION TO MULLION ® �
MIN' INTERSECTION NOTES:(U-CLIP) �
MULLION
MULLION DIRECTLY ATTACHED TO _��' a
'I(�'
MASONRY STRUCTURE I 1)MAY BE INSTALLED IN'TEE'OR-CROW p(STANDARD CLIP SHOWN) I INTERSECTIONS. Q vARIEs o a I
2)MAYBE
R I TYP.ANCHOR L
(SHOWN) SVERTICALLYTALLED tZONTALLY oYa!EITHER HE 1 '-PER SUBSTRATE,
OFFSET I I SEE TABLES 18•13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 Ti ED
CLIP MAY BE I j I ppp TOP VIEW FOR CORRESPONDING MULLION.
FOR
INSTALLED BY P I e FOR MASONRY RC E MULLION Z W
�._ �� THIS METHOD. I I MA d
ANCHORS VARIES-V--.1
I'1 0 1 r- LU
N12STEELSCREWS, _
1
a
\` SELF-DRILLING OR PREDRILL
4 MULDON ANO USE SMS O n 0
EXTERIOR dO 4 y a `\\ Z
MULLION to m
J
EDGE DISTANCE o THE OFFSET CLIP IS `
FOR MASONRY • RECOMMENDED FOR / \` U
ANCHORS FIN•FRAMFA L z
''o -• INTERSECTION g
x7NDOW3,BUT MAY U•CLIP ,-/� ? rs
ALSO BE USED FOR L.t Cry B
d OTHER FRAME TYPES. EXTERIOR J N o Z
TYP.ANCHOR '-.4
—PERSUBSTRAIE, 4
SEE TABLES 111438 Q • Q N
/ TYP.ANCHOR ¢ �jQ CEO
BUCNSYR(P PER
SUBST MOLE LOCATIONS
R SUBSTRATE, SEE SHEETS 21-23 FOR ('•-
AND SEE TABLES 18.138 a
CHMENT FRONT VIEW -1
BY OTHERS. DISTANCE
EMBEbMENT•• •.4,,( SEETI I. .�' ..�..... SHEET I. �.%.-. a ... 18-138 U � 2r
.. EDGE Q Z O O
DISTANCE 0- cl)
MIN2.T XSI CONCRETE OR CMU ~~SEE TABLES z �440
0
MIN 2.7 KSI CONCRETE OR CMU 1B38 SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D: —'
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
-� INSTALLATION NOTES: STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
t
PER SUBSTRATE,
MULLIONSEE TABLES 1B-t3B
2)QUANEC USE THE ANCHOR
CAPACITY IS BASED
SIZ SHOWN PARTLYOVE
ANCHOROR RIAL REPRESENTATION SEE SHEETSONLY.BECAUSETHEANCHORCAPACITYISBASEDPARTLYONTHEANCHORT0ANCHORDISTANCE•THE `�` ESHE TSPRODU(.TREVISED
CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 HFOROLE ns rnnlpiying ivilhlhoPloddaFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONSDuildiDg Coda
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HECHEAD OR FLATHEAD.4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMI-DADECOUNTYAPPROVED - EDGEELCOULTRACONORELCO1f4'S.S.AGGREGATORMASONRYANCHORS. R STEELSTUOSTHINNERTItAN OS�7 ES .` QlFRONT VIEWGAANDCOMPLIANTWITHTHEFLBUILDING 1B•13a ���erifiCo
A 2X WOOD BACKER MUST USED. ..
Li ATTACHMENT BY OTHERS. ,
EXTERIOR USE WOOD ANCHOR SPECS '•y;: ND,5$'!05
-_ NOTES: SIDE VIEW •'
-- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD "°•'• g 6 vu,
ANCHOR VALUES MAY BE USED. ��'• S1 C or
2)SEE CORRESPONDING MULLION TABLES, - _ _ _
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.�@ NN5 k Ft,P.E. _
FL P.E.#68705
DETAIL F: DETAIL G: DETAIL H: a
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F CIIP) (ANGLE CLIP) (ANGLE CLIP) 0.
gY
a
SEEDETAILSA-E, 30.01146'
SHEETS 2 AND 3 FOR INSTALLATION BAYMULL
TO SPECIFIC SUBSTRATES.
C4
MULLION D Z R
O a m
O O 0
O O O O O O J W
O O TOP VIEW g tr' vi
1 W
I I
SHOWNIDHVIX4* .125' I TOP VIEW
MULLION
1 I j RSUBSTRATE.
EXTERIOR Ib I 1 1 SEETABLESI6SOR16B Z
4$
HOR
STANDARD MULLION CLIP I 1 PERSUBSTRATE• I I EXTERIOR
MODIFIED TO FIT FIELD I SEETABLESIB•14B CD
CONDITIONS. I I F
1 A 1 2'XEANGIE CUP, Z Z
I I I 1 2PERMULUONEND,MUSTBE Q 0 N
m I INSTALLED INSIDE OF BAY MULL. MOO
t 1•tgj
MULLION
CID F Y Y
61 \ I �1 I I 2•X6'X.126'
ANGLE CUP. U Z Q 7
!., I 2 PER MULLION END, Q O O
B• `` 's0�, j I 1 MUST BE INSTALLED D_ ` m0 f;(J
bi INSIDE OFMUl1.I
b
TYP.ANCHOR _
PER SUBSTRATE, —
SEE TABLES 1B.148
INTO WOOD.
STEEL,ALUMR
INTOWOOD,STEEL, STANDARD CUPTOBE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD.
--/) EXTERIOR pG£OISSNOR I�- `
�� `EH-� PRODUCT REVISED
O £pE0.PNC f W complying 1Vilh Thu Flaildl
INTO WOOD.STEEL, 4 Expi ing"Dot
Codo
Acceplw,m No Lea—OZ1(j
ALUM•CMU OR MASONRY EDGE
O Bxpimlton Data Z'
DISTANCE fly
PER MiNni F"ct
ANCHOR
DISTANCE tt`1
PER ANCHOR O NOTES FOR INSTALLATION OPTION G&H: \��� a�LYNN...
G
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MUON.
NOTES FOR INSTALLATION OPTIONS F• O••�;GgNSB
LLI
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11°X.125°MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;�; 1y0.611705 ;
LOCATIONS.
2)SEE TABLES 1 B•138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 168 OR 168 FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE LLI
g �6 IQ
LOCATIONS. N(tE
3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. 0 ,c P.•'
' it` LORlO,. 0 11:1
a LFI FL
. 6 8708705
TABLE 1A
Mullion Capacity Table Ibse ® �
Opening Width(for%eNcettyspardrgmu11lons)OrOPeoingHalght(fOrhorizoMiy-spamtrgmllions) 4' �+
so in 601n 701n 60(n 801. 10081 120la 140 to ISO In
Reeleneulet TrepMena. Redonimm TrapRung• Rectangular Tr&VTOnnO� Ra wo,r map/idena. Rectenpdw Tlapa", Re4tomw'r Tap/rdane. R.eIm dar 7nowdena. Rod.,' der TalgMiing. Recterrgda' Ympniit". O
1x2X.125 Loafino LoedM9 Losing Loefu� lmalnp Lmcfno Laedn9 taadmp Wadrp bedNg LaadMg Loadnp Loadhg9 laadnp tnadng Laedne tnedp Lmdn9 sxa uaOS
Alum Tube _ d
Mine-
Of
zm
12h 111.9 403 f29.5 332 93.2 408 116.6 32S 79.9 406 107.6 221 80.9 408 104.4 310 W.1 400 104.0 WO 65.9 408 104.0 310 46.0 408 104.0 310 39.9 408 104.01 310 35.0 40a 104A 310 J
481n 74.9 312 53.0 265 62.4 312 714 252 53.5 312 67.0 245 46.0 312 612 246 HA 312 814 244 37A 312 8f.0 244 31.2 312 81.0 244 28A 312 61.0 2M 214 312 81.0 244 J 111
50.625 to 619 28l 70.6 234 532 281 01.5 2211 45A 281 65.7 224 39.9 281 52.1 222 25.6 281 60.1 220 3L9 26f 49.3 219 20.8 28f AR3 219 22O 261 49,5 219 20.0 281 42.3 219
�, 64 fn 62.0 247 57.5 201 43.9 247 49A 202. 37.6 247 44.5 192 32.9 247 41.5 190 29.2 247 39A 104 26.3 24T 38.4 103 2I.9 247 35.1 103 16.6 247 98.1 193 16A 247 J8.1 f93 03 O
r 60h 36.4 200 412 170 32.0 200 35.4 165 27.4 200 V.8 163 2A.0 200 28.g 160 21.1 200 27.1 159 152 20O 26.0 151 16.0 200 28.0 156
m J
c 631. 33.1 181 35.3 t55 27.6 101 30.3 152 231 101 26.9 149 20.7 /8t 24.5 146 1SA 161 22.6 144 IB.e 161 21.7 143
68h 28A 165 30A 114224XJ�051 26,1 I19 20.6 Is$ 23.1 I3B 15.0 186 21.0 134 132 23.3 39 19.9 It8 10.9 139 17.5 118aT8in 18.8 126 10.7 26 16.5791n t7A 116 182 r
Z � a N 3
TABLE 113 ANCHOR CAPACITY ADJUSTMENT FORMULA: FQ x- z to 0
Ane her Ca eel Table jibs) b IN
CHOR CAP.,, LV
Bubehete: 27kCawrele 9.5KOure, HoSowCMU FOIedCMU PT Wood mold (DP,m)X(AN ANCHOR CAP- (n
ULLION CAP..o,w.
8/t6'Eko 1/r Se Eko 011w Elm 114'so Eko kto Vto1 012 Steel 012 Sled W
AwlprTypr, 3116'Eko Ullmm /14•Elm UMMM JI16'Eko wOxm 1/4'Eko UOrecon x
Ant:herClip Petlem6 wuxm ApomGdor Wlm w AOyetiotw Scmw(D5)$clew(05) Sctew(651 USE THIS FORMULA TO OBTAIN THE'ANCHOR N _
Edge(Xsfawe 0): 11 21r• WMA
3a1w 'I• 247 1' 2.10' r 3•ua r OAr 0A4• o.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X ¢ p O
EmbeMimt(61. 14N' f4N• • r 1AW 14 4• 1.114- I-1/4' 1.114- 1-1/4• r I416r 14V %Umli ACTUAL PRESSURE REQUIREMENT FOR THE
2 rkh=04.T5•MM.O.Q/8tWadmOreefalp(F)O•tk 390D3 MD. s 1 4M4Ms 2101be 280lbe 354b4 740@0 3741b6 W41bs 818pu 341rba 4a21be 5501ba OPENING,WHEN1715LOWERTHANTHEMULLION a � Z to (n
4Arlohm@t,15-MN.O.C,/Stcnderd(orOlbeOCg(Flg.2k Mlbs 700lb3 WA WA 380lbe WA WA WA WA WA 602@s Milli ff2o5n CAPACITY(FROM THE TABLE)OF THE SELECTED �4 Awtr oar Mot O,G/12)20ftlo alp.I(Fig,3k 780 yn 760 fbs s IM 1W 540 ft $501b6 WA 760 tdv 148lb4 ISM tM 1e921ba 66294 gas tba 1120lbo MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 AMxa Q OAS•Alin.O.Q/U-0ip•Mlo,12SAlum.(Fb•4k WA WA WA WA WA WA WA WA WA WA WA NM 7158n CAPACITY WHICH MAY BE USED TO QUALIFYI Aedwr l FCSp via.6): 1951ba 10s Ds e 822%3 I3510s uotba ITThs 370 tm Ierlft J32 tbs 473 ks 170 m1 2211ba 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2Apobom01.15•Mtn,O.CJF471p(Fig.8): 240lbs J50ma WA WA 190 w WA WA WA WA WA 3411ba 4421ba li80 WS ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0,comr yi RGYlSBD
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. w c0m7Aying with the fib"
-� 1.00D• r- guildingCodo wwJJ��
Acaptara190 8'�J
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE E.
ir01i n910
FIGURE 3: By
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Mlemi o Pr
• HOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.00D-
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .126' `���;at 4YtdN M141fI lei
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED `�/fin.•'CENS@ R
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125• r(
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE STRUCTURAL STEEL TO BE AT( )• 1•X2'X.12G'MULUON NO.50Tp5
LEAST A25'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND 011
THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 410 S.S.
:w:
.- _ .. _ "�(ate^•. rLORIOF:�C9�.
A'LYNyifN144ER E.
FT_P,E.#58705
TABLE 2A �
MUIIIon Capacity Table Ubst
Opening Width(forvarUcaey-apanip mullions)orOpening Helght(forho7lTorda6y spamlrq mulflore)
50(n 601. 701n 801. so in 1001n 1201n 1401a 1901n µ0
Raelargular Tmoffrivg. Raolangma+ Tnpntiar0. ReetaigWu Trap7darg. ReclmgWar TIapfty, Ra10n9W" TmpTAmg. ReclaM-A Tnprrdmg. Ractu"iar TmpTdang. Rad.W da TroprTdam. Rftw*uLu T19pme00
AIM . Q t
1 u 2 X Tube �n0 lnadln0 Loading L4oEi14 Loading L034tg Loading Loatlbg Loadaq Loadrg LoadN Loading (aad8g Wding Lmft Loading OWN loading p Y d t;s
Via ^ If bb_ tttt-T__�
421n 170.0 SM 170.0 435 1 161.3 02 170.01 478 1129.11 642 170.0 We 113.51 682 169.E 618 100.9 662 16&9 617 9(ta 682 16&9 517 747 <ffi 115af) 617 048 W2 100.9 617 6d7 662 188.9 617
,f 48M 121.6 507 138.0 419 1DL4 GM 119.21 410 86.9 1 50T 1D&T 403 76.0 507 1026 39D 67.6 W7 99.5 397 60.8 607 0&0 398 50.1 Say 09.0 398 43.4 607 99.0 396 390 507 99.0 3w , tu
_
60.6251n 103.1 458 U4.6 370 6a4 458 Me 371 74.1 458 90.5 364 648 456 04.6 360 67.6 458 81.3 1 3W 51.6 456 40.0 3w 432 458 610 358 37.0 456 80.0 35e 32A 4W 60.0 3W
54W 85.4 400 933 330 71.2 40D 60.9 3M 61.0 4W 72.7 322 514 4M 67.3 318 47.5 400 640 315 427 400 623 314 35.0 400 61.8 313 3&S 400 US 313 2&7 4110 61.8 313 LU C5� O
m o F-
WIn 623 324 TA,9 276 $1.0 324 57.5 270 44.6• 324 51.2 2S4 38.9 324 4a9 260 346 324 43.9 257 31.t 324 420 2M 26.0 324 40.5 253 222 324 4M5 253 196 324 40.6 253 !n
631n 53.8 294 51.4 252 44.8 294 49.2 240 3a4 294 43.6 241 33.5 294 39.a 237 20.0 294 3TA 234 26L9 294 35.2 232 22.4 294 33.6 230 19.2 294 334 230 18.8 294 334 230 _
66In 46.9 266 40.6 230 39.0 2W 42.4 225 314 288 37.5 221 29.2 286 04.1 216 26A 268 31X 215 2&4 268 29.8 21% 19.5 268 28.0 210 16.7 268 277 209 14.6 20 V.7 2-0 O �,
721n 30.0 =5 37.9 100 30.0 225 322 191 25.7 225 23.4 188 226 = 25.6 185 20.0 225 236 102 160 225 27.1 180 16.0 225 211.3 177 12.9 226 19.8 176 t1.3 225 18.6 178 c
25 22 27.2 173 21.9 22 29 9.2 165701n 30.6 202 32.0 69 2 1&4 CL
Lu
7 In 2&3 1e2 29.6 23L6192 25. 186 20.2 19 220 162 17.7 192 1&7 159 o . 5 . . . Jtat901n 185 144 18.0 128
f✓0In '1&2 12-F 15.8 113 Z Q N C
IQ- ` Z � O
1n �tl +�o •-
TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: t/1 n th
AnchorCa ltvToble IlbsI ANCHORCAP.,,o,,,,, _ W X
swoUste: 2.7kCmctete 3.6kCO . HolbwCMU Filed CMU PTWood Mewl (D_)X ANCHOR CAP_ Y
5710•Ek4 14.68Eko H16•Eko 1/4.6SEko #108(ed 026(eel S12ated MULLION CAP.,,,,,,, (V (A (n
A.hwTypa; 3r18•Ow USmeen 1/1•EkolA0aea1 3I18•Elm uft eww IM Eleo Ultroeon X
AoehorCllpPattems unrocan A99m0ator I(llfawo AgwcGalor scrcw(05)sow(W) sorew(W) USE THIS FORMULA TOOBTAINTHE'ANCHOR U Q O
Ed90 Ufslen4e pn>: r 2•vYM-A
t.A
r 2.1rr r 2-fir 2• 3.118' 2• 0.48' 0,,54. g.324• CAPACITY REQUIRED•CORRESPONDING TO AN per, " Z rn (O�
Embedment 00: 144• 11.3W 1-1/4• 1.114• 1.114' f.iM' 1.1PP 1.114• r 1w6' I-w 'efts ACTUAL PRESSURE REQUIREMENT FOR THE m O sp
2Anch-04.75•Nh.O.GlOmMetd or CHaot qlp(Fq,1): 390W 390W bs 270 in 280W 354 lbs 7401ts 374IN 064)bs 9488n 34116s 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION ;<a mQ.
4 Anchom Q I.IrMin.O.C.I Slandmd(ur0lben CUP(Fig.2Y. 4001Ds 700 Ma VIA 380 tas NIA N/A WA WA WA 682 In WS IW 112obs CAPACITY(FROM THE TABLE)OF THE SELECTED ��A
4 Andras 3•Ma O.C.I(2)2x5 Ange CUps/(Fq.3)• 760 bs 700 bs W4 640 an 560 bs WA 760lb0 7481" 660 W4 18921be 602IN 645143 11h1 b4 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anclxxs®0.45•Min.O.C.I U{21p,W16.125•Alum.(Fq.4L WA WA WA WA MIA NU WA WA WA WA WA 715 be CAPACITY WHICH MAY BE USED TO QUALIFY
1 nnehol r F421p(Fq.sb 106 ba fes bs tn 13s IW 140Ibs 1771ba 370lbs 10?104 3921W 473 ma 1701ba 22l lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2AneWs®1.16•M(n.0AI F471p(Fq.6T 240 ibs 350ba WA 190bo WA NIA WA WA WA 341 ro9 N2IW 6601bs ANCHOR CAPACITY TABLE,
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES: 11110DUCT REV)SBD
as comMyb4g wllb dlo iibft
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 1NFpRMATION ON LOADING. Oulld'u1g Coda
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. -^j 1.00D• +•�- Acoeplutce No! `O •Q3
Expirmi0n D31e (
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Poltami troufucC
_ 3)MULLION AND MULLION CLIPS,SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2 000• 4
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23, 1 /
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, j �.� pN(,�;Y','1N
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED .337L5• Qom. JCENSF' SP
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED 7t' No.50%05 7C FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 60S3-T5 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2•X.375•MULLION a-,
/�;
® 'THE MATERIAL.
AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "`VI $THE MATERIAL.11t0 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 B.S.OR 410 S,S ()^• �(VU
LS O NA(_ 1�1
A.LftNI MIEEA.P.E.
FL P,E,#58705'
TABLE 3A q�q
Mullion Capacity Table bW)
Opening Wldfh(for vsdlosllyspe1991gtntlltons)or opening Weight(for hodzonleWaparWng ltWllons) �w�
601n 40In TO In so in 001n t00N 120N 1401n 1SO6o 57
ft liw ufar Trapl7dmg• Rectang - Tnp/Td+ng. Redang w liwiP mq, Raelen�x 7mp7d oq. Racl+n8alor Rwrawv. Reclanndar Trapm g. Readoplld VepMug. Rectsogdar TMwid.ng. Rectang 1. ttop/Mang.
1 X 2.76 X p
Loadng Loafing Loedn9 Lo.Og Loadlly Loadng toad Loaang Uooaw taedno Lowing La" La+dnO Loafing Loa3ng Lowing tcadn0 oY
Tubo
Mullion � � �• S �. t�
am t�h-
11
170.0 620 170.0 4J5 170.0 iN 170.0 IS 170.0 e60 170.0 508 1700 9D2 170.0 619 170.0 ills 170.0 621 170.0 1240 170.0 621 148.7 1301 t700 621 127.6 1301 170.0 521 Ill's 1301 170.0 521 O r W
18N 170.0 TO6 170.0 621 170.0 850 1T0.0 664 170.0 0B2 Von e30 170.0 1133 170.0 061 IKO 1139 170.0 e77 138.E 1/30 II0.0 OHO. 113.9 1119 170.0 880 01.8 itJO 170,0 880 di,{ 1139 1704 680
00
50.926N 170.0 747 170.0 683 170.0 See 17&0 83t 167.E 1032 17&0 684 148.0 10J2 170.0 7YJ 130.5 lOJ2 170.0 747 117.4 1032 170.0 750 97.9 f032 170.0 T68 83.9 10.12 170.0 756 73.4 1032 170.0 768
34W 170.0 707 170A 8% 161.3 B07 170.0 681 1382 907 164.7 730 120.9 007 162.E 120 107,E 9W 145.0 714 %.a SOT 141.1 710 808 007 140.0 LOB 69.1 907 140.0 709 60.5 e0T 140.0 709. m M O
a0N 141.1 7SS t61.5 823 tf7.0 7J5 130.3 811 100.E T35 It&0 690 e8,2 7]S 1062 6OB 7&4 735 09.6 683 70.5 735 96.1 678 $0A 7Jd 9f.8 bT1 50.4 733 DI.B b74 4.1 735 01.8 674 J
_ - 111
W N 12/A 68a f70.0 670 talA 669 it1.6 6S7 D7,0 868 D8.9 9/7 782 668 20.1 636 67.T 666 63.9 631 Me See 70.0 620 50A 668 76.8 521 43.6 868 7&0 621 381 660 76)i 521
BBN 100A 807 t124 822 88.3 607 96.1 611 76.7 607 85.0 601 60.2 607 77.1 493 Sa.O 007 71b 480 $3.0 607 679 48t 441 60T 63.4 478 37.0 601 6T.7 47{ 311 607 82.7 474 z
72N 91.a 610 65.8 NS 60.0 510 73.0 13/ 68.3 10 BLJ 428 51.0 510 57.0 119 I5.1 610 57.3 413 40.6 St0 60.0 408 34.0 6f0 489 402 292 510 NA 399 25:5 610 443 JBB ? JZ
761A e9A 458 72.6 400 57.6 45B 64.7 392 416 455 54.1 385 43.4 455 48.6 '3Te 38.0 458 Nb 373 34.1 450 41.6 368 289 455 37.7 382 24.8 458 36.0 359 21.7 458 35.7 356 J J
76 N e{.2 435 87.0 361 63.6 436 68.0 113 48.9 435 48.8 386 40.1 435 14.7 360 35,7 435 10.0 355 32.1 435 38.1 351 28.6 435 34:4 344 21,8 435 3La 341 20.1 46 322 340 Q = r
90N 11.a J27 47.1 290 us 327 38A 265 29.9 327 51b 280 2&i 327 g8A 2M 232 327 ZB.T 271 2D.0 327 23.7 28B 17.1 327 21.0 282 14,0 J27 iD.J 256 z
9fi fn 31.1 287 35A 257 28.7 281 299 262 24.6 287 2&0 248 21.6 267 23.1 24 19,1 2BT 20.9 240 17.2 2A7 10.3 237 144 28T 18.9 22
fOON 24.2 127 24.7 205 202 227 20.e 201 17.3 227 10.0 198 15.1 727 1&0 103
W ti
ill N 22.3 215 22.7 I.
tab 215 10.1 191 16A 215 t&e fee ry
C4 (q
120N 17.6 184 VA t87 U X ¢ O O
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d T Z O to
Anchor Ca cl Tablo Its ANCHOR CAP-,m,,,,,
So6mmte: 2.7k C=nAs 3.5k Conn. Holoe CMU 113M CMU PT Wood Malal (OPw)X l/ \/ ANCHOR CAP.- - D:_¢
_ SlIr Eko 1/4•BS EkA 5/16`Elco 1/4`99 Eko YIO SIcd 012 Sled 412 Sleet `MULLION CAP.,-,-'G �-�
AnohorCllpPatleme 4Q.111
]118'EkolYOaoon 1I4`EkbUllreoon Y1s'EkoNNKon tM'F:koUtOaeon
UlVacon AnatG+lor .11=. Ap�re0alor Sarew(05)Scmw" Scrow(f)S) USE THIS FORMULA TO OBTAIN THE`ANCHOR
r 2aW r 2•iW 3-Ya` l' 2AW r 2-IW 2' 3•U8' 2' 0.48' 0.64' 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN
1a4• tan' Ia11' 1a14' 7 1-114' Wle 1-11V 1•t1P 1.114` 1.114' 2- Tme' 15 lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMlgm Q4.T5'MN.O.G/St-b'd O64d C41p IF7p.1} See ka 390 ba 450 on 890 iba 1811Iba 270&a 2000n ]54 Ns 7400a 3741os 884tbs ebelm 341 ma Nzlba 580 OIa OPENING,WHEN IT IS LOWER THAN THE MULLION
a Anclxas®t.t6 MN.o.c.r slanada(a oead>Cap trq.zk 4SO As 700 ms wA WA WA wA 360 ros WA WA wa WA WA 66z M. 88516s tt2a roa CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anetxa�r59no.Gl(2)2+5A lIMI-11Fq.37 76olba 7soloo 6eows 15sow5 teseros 51ome se0tw wA 7solw 74e15a eeows Is92tbs 062lbs WSlba tl2om+ MULLION.IT WILLYIELDAMWIMUMANCHOR
�'; 2Ancfan®OAT Mo.O.C.I U431p,lolo.125•Alum.JR9.4T WA WA WA WA WA WA WA WA WA "WA WA WA WA NIA H51bs CAPACITY WHICH MAY BE USED TO QUALIFY
(� r 1AIxMrfF4:apffq.61: 195W leslm Y2516+ 4a5Im ea2an 1]slbs faeiw v79m JTOUa 1a716a 33zma 473Iba 1Torod nttb+ zeolba ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchm 0 LI5'MN,O.CI FCIIp FlO.ek 24016s 350 b+ wA WA WA WA 18DIW WA WA WA I WA I WA I NIIb3 If421ba 6B0 ks ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, PR0t9ULT RBYISBD
0 complying Willi do r1oft
'"'I"9Code �O'Q2491•0
A..,Ianco No�
FIGURE 1: FIGURE 2: TABLE NOTES: -� 1.000' �- Expiration Dw.
• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi ti do lroduct QlntcelU
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. � ``t+,USI(LYN'V
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. 2.750•a:n
;� �'�� \GENSF''•,F.f�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'y' No.58705 •''Y
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS-HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ASTM G60.WOOD SHALL BE PRESSURE-TREATED ' ; , ` '
FIGURE4: FIGURE6: FIGURE6: ( ; '- �fc+.:�7`
rt--rT YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5AND BE A MINIMUM OF.126'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045•THICK(18GAUGE).STRUCTURAL STEEL TO13EAT ' '� ''•.,F(ORIDP,: \�:
LEAST.125'THICK AND A36..ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7'X275'X.375'MULLIDN
- �%Cl� /r•. �(j
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,164 S,S,OR 410 S.S. A!�L/Y'•p,(ry\(� ER;P.E. ____
FL P:EX 68705
TABLE 4A
Mullion Capacity Table IbsW
Oponing Width(forvarOcalFlsparelrg nflom)or Opening Height(TdrhtldwnW*sparrling mflliore) Ile
SDM so In 70In 00in 00In 100(n 120In 140h ISO)*
7X2.76X R-1-guluf ROWSlmg. Recfangul'r I TIWTiienB. ReclanaWm Treprue'v. ft tanOdm Rlm TraNg• Rectwguler TraplTdmg. Reclangular TrapllManO. Raolen0uie Tra{JIMme• RaafevAu 7teplydao8, Recteavular 71eptillan. y
.050 Alum. Loadsg Loadrg Loadna Leming L0adh9 Loadrg WdInp Loadn9 Loadntl tmaerg Loadq Lmmg LOsfag 1.0Wn8 LOadng Loadrra toada9 lmsdlg Ryr
Tuba
Mullion g ass� N
o ' 1 g1 1 1 11 , g z �°gym
rr11
1' 12M 170.0 820 170.0 435 170.0 741 170.0 47e 170.0 683 170A 50e 170.0 02 170.0 $19 1 170,0 11110 170A 521 1704 1240 170.01 521 170.0 1411E 170.01 52f 15a.7 11620 $70.0 $21 131J.8 1820 170.0 521 J I1J
46 01 170.0 706 17U $24 170.0 BW 170.0 SDI 170,0 982 170.0 830 170.0 1133 170.0 act 11170.01 1275 1170.0 877 170.0 1417 1 t70.0 650 141.T 1417 170.0 sea f2L5 I T417 170.0 6W 100.3 1417 17U 8D0 _
60,625 In 170.0 1 747 170.0 583 111711.01 OW t70,0 631 1700 1048 170.0 8884 170.0 1195 170.0 723 IOU INS 170.0 747 146.3 1280 170.0 750 121,9 1283 170.0 750 104.5 t2m t70.0 756 9L4 12ae vom 75a W 0
Ill In 170.0 707 170.0 612 170.0 BMW 110.0 601 170.0 ilia 170.0 754 150.71 1130 170.0 503 133.9 ff3O 1T0,0 837 f2D.0 1130 t70.0 858 fool 113D 170.0 all 60.1 1120 170.0 501 75.3 the 170.0 001 C13 M r
W �7 M 170.0 lttiS 1T0.0 701 148.6 Df6 16LS 761 125.5 015 /4{.5 716 t00,0 B15 171.7 735 97,0 D18 1rJ.0 728 87.9 015 170.5 720 73.2 016 1f4A 7t6 02.D 015 114A 715 51A 815 114.4 T15 co
J
W in 151.6 630 161J1 710 126.5 83D 139.9 694 108,5 NO f23,2 681 9{.9 83D 1112 671 81.4 110 114.6 112 75.9 630 99A 056 .1.3 830 04.6 849 $42 630 04.1 649 47A OW 94.1 649 (�
88In 13Z1 751 140.0 aW 110.0 767 110.8 63O 1N.3 767 IOS9 024 62.6 767 98.1 814 72.4 767 89.1 We 60.0 757 84.2 6W 65,0 757 T0.0 503 41.2 If 76.2 6111 41.3 757 782 591 Z 0.
72h IOU 636 100.5, 552 We 638 91.0 SO .7 63a 60,1 53D e3.0 am 72.2 521 56.5 838 60.6 5U 50.8 ON OZ3 503 42A 030 572 WO 303 638 55.3 497 31.8 63a $62 497 � to LLSI•
78M a6.5 37( 80,4 4DD M.1 571 7&E Ia8 0L 771 67.4 472 64.1 671 60.6 471 48.0 571 55.5 484 M2 art $1.8 459 30.0 571 41A 451 30.0 STf 44.6 447 27.0 571 44.5 M8 �JJ Z
J 1
Q r
7819 50.0 $42 f 81A 474 68.7 641 70l 4E5 67.1 542 82.1 06 60,0 512 55.7 449 44.4 542 57.0 442 40.0 542 47.5 477 33.3 $/2 42.9 429 28.6 512 40.6 425 25.0 512 40-1 413
BD In 52.1 407 53.7 36t 43.4 407 46.4 355 37.2 4W 30.6 349 326 407 35,3 343 28.9 401 32.1 338 26.0 407 284 334 21.7 401 20.1 327 1" 407 24.1 322 18.3 407 23.0 310 Q to a C o
so 1, 12.8 350 44.1 720 35.6 758 1 77.2 314 50.7 756 32AT 309 16.0 SS6 28.8 304 23.8 355 26.1 300 21.5 358 24.0 200 Me 358 21.0 280 15.3 358 102 284 co X
IN In 30.1 283 30.8 265 25.1 283 26.9 25t 21.6 263 22.5 2/7 18.E 267 190 2N 18,7 2D7 1a.0 249 15.1 261 18.5 277 InLij N r
lit in 27.8 287 28.3 742 231 lei 27.6 236 18.8 267 20R 236 1t7 267 fe.3 271 iS4 207 18.5 228 !l;: N N re
1201 22.0 229 223 20B 15.3 728 1O6 205 16.7 229 16.2 202
TABLE4B
ANCHOR CAPACITY ADJUSTMENT FORMULA: AO y,Q
An6horCo acl Table IbD ANCHOR CAP.,,,,,„„ €K �
9ubelralo: Z7k concren 3.Sk Cons. hollow CA1U Plied CMU PT Wood M4w (D ua)X( )-ANCHOR CAP.,,, $ $$
S'le•8bo 1/4.83 Eko 611V Elco 11OSS Eko 110 Steel af2 Steel al2stod MULLION
AI10h01 Clip Pall6m6 Arclpr Typ': ]/1C Eko Nuaam f/4•Eko UNracm ltlUuem 3/18'Eko Ulkacon tn•Eko UNecvn A99rt0a1or Ulu000n ApD(aGalor screw(06)Screw(GS) &row(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge 0hlenc'(N); P 2-Ilr r 2alr 3-fir r 2-Irr v 2.IW r 3A8• r 0.4a• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmOedmen10n1 1yP 1.94• I-NO t1w 2' 1.1/4• 1-U4' 1414• 1.114- 1.1M' 1.114' r 1Jla' t.3r >edea ACTUAL PRESSURE REQUIREMENT FOR THE
.2 Oro �4.75•Mh C.C./SleMartl a 084d C11D ff%11 3fI01bs 39D Ise 4 W w 890 me 1844 R. 270 tDa 2W fos 3541Ds 740 to 37410s 684lbs 946 toe 3411as 442 the 5800a OPENING,WHEN IT IS LOWER THAN THE MULLION
I 4 Anch=@ I.I5 Mh.o c/Standard(arobel)cuD fft.21 480 fbs 700 ms WA WA WA WA 3W It>s JA
A ?VA WA WA WA sae tM 995 If2o 1bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amfvm o 3•Mh O.C./R)7s5 MP COM f(FI9.31 180 Res 740 a. 680 W 1560lbs 1890 0s SaD Ns b601bs A 7 W an 7401bs 880 the 1692 Pot 682 Ns tf2O l)s MULLION.IT WILL YIELD A MINIMUM ANCHOR
2MChae*0,45'MN.O.C./t.Wlp,into.125•Akim.(FIC441 WA WA WA WA WA WA WA WA WA WA WA WA 7tb Wa CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anoha I F4;6D 1FW 5); 19516a 105 Mi 226Rw 4451he 822 ma 135 P. uolbs ros 370 fhe larle4 3321ae ns ma t7o ws 2zf ros 2801ea ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctgn®1.15•MM.O.0/Fm0 ff10,e1 2401Ps 3Wm3 WA WA WA wn tBa tSs WA WA WA WA WA 347 Rrt 4/21ee 5601W ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUC'P RGVISBD
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
as complying with 00 FIOft
Rulidw Cod' �p.p�Gi�•0.3
FIGURE 1: FIGURE 2: TABLE NOTES: Acceptunm No
-•-I 1.000' �-•-- Espimtitwt Dots )7LCil
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. R
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mien /rl
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ��a.'' �ACENS,S C'p
. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3i No.56705 •'r
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED T ..,�.-.--� ~
CONCRETE BLOCK UNIT(CMU)SHAD.CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -.6• '"D �� 1,6 l L
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF O.65.ALUMINUM SHALL BE Ti063.75 AND BE MINIMUM OF.125 "" - '-)3 g7A7COF .1/-
((� _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO 8E AT Y�U•i,C• p
LEAST,125•THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2J6•X.658'MULLION \�7
THE MATERIAL,#10 8 412 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 S.S. '��ists/(�'�n�,t�`
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE SA
Mullion Ca ko T6blo Ib61M1z
OponlnpWldth((orvertic*sperd millions)or opening Hdght(for hortzonta pemingmU6ors) 5d Q
50 in 64In 7014 00In 90111 1001n 1201n 1401n 160In a
RentengWv 1WY01vre• [170.0
npdv T"Tdyry. RacI-Fiv TmPrrdwV. AA141xr9Wv DWIHero Ro4IwoWw 7,WT4.v. Ree10,09v T1epTdeng. Rantma dm Trep/IH4ng. Rectangular 1Wdono. Wdenoor Trepll'dmg. d
1"x3.'126"x Lotdfnp Loadngfing LoaQn9 Loedin9 Loa6rU Looting Lwdng Loafing Losdnp LoadnO I.aodnp I.ocdcg loedip Loaning lusdrp Looft lcadip oY4 LC1
.600"Alum 11 _ _ ypj gg fig• ( gg g
Tub0 Mu11 'fill �� d�f 1 (N
es o� n 04
" .� 1s. .6 b � a �� c � Is
bcn
• o� �• .� � $� $ $ � & e.
01
42m 170.0 620 170.0 435 744 u0.0 476 f760 08B 170.0 we 170.0 9B2 170.0 619 170.o lite 170.0 621 IMO 1240 170.0 521 170.0 14U t70.0 521 170.0 n35 170.0 62t 164.4 1802 170.0 52f 0W
45In t70.0 709 170.0 52A 650 170.0 664 170.0 992 GOO 630 170.0 1137170.0 of 170.0 1275 170.0 677 17MO 1417 170.0 ee0 157.7 157T 170.0 GBO 135.1 t577 170.0 M 1162 1577 t7DA 580w,8251n 1T0.0 747 170.0 563 809 170.0 831 170.0 10/0 170.0 884 170A itBi 1T0.0 721 1t0.0 t315 1T0.0747 /70.0 1404 00.0 758 141.7 1495 170.0 758 121.5 1495 17" 758 106.3 1495 17QO 766 Wd O
b4m 170.D 707 170.0 012 958 170.0 69t 170,0 1116 170.0 754 170.0 1275 170.0 803 168.1 1401 170.0 637 149.8 t401 170.0 050 124.6 1401 170.0 flat 1W.6 1401 170.0 881 93.4 1401 f70.0 ON LD O 1-
601n 170.0 685 iT0.0 TOt f083 1T0.0 707 1585 t156 1T0.0 878 !3&7 1158 187.0 928 123.3 1156 156.5 917 111,0 1160 149.7 910 92.5 1158 144.6 903 70.3 1150 144.5 903 69.4 1150 t44.5 90b to
031n 17U 030 170.0 745 1049 170.0 550 137.0 1049 155.5 WO 119.8 1049 141.7 840 IOU 1049 132A am 95.0 1040 125.5 an 79.0 1049 11" 820 05.5 1040 11a.9 ate 69.9 1049 11e.9 Ste U)
Bb In iB0.8 (155 170,0 78D 955 154.3 604 119.1 955 137.7 76B 1012 055 121.4 776 92.0 955 112.8 785 81.4 955 100.4 767 08.6 956 00.8 746 69.6 055 08.7 746 62.1 055 20.7 748 ? LUlj v
72 in 12" 603 134.9 697 107.0 W3 114A W2 91.8 W3 101.1 670 80.3 W3 912 550 71A 503 83.9 049 64.2 803 78.6 042 53.5 003 722 032 459 803 69.8 628 40.1 803 49.1 82T ? � S$B! LLLLLLJJI
74In tO92 721 11{.1 629 91.0 721 97.0 810 76.0 721 853 WS 69.3 721 765 595 80.7 721 70.1 We 5.0 721 65,4 579 45.6 721 60.4 589 39.0 721 Ba.B W4 34.t 721 W.1 Be
J J
j
78m 101.0 881 tOSA $BB 64.2 084 88,4 387 72.2 804 70.4 578 63.7 881 70A 567 58.1 884 04.4 558 50.5 884 S&9 $51 42.1 00/ 51.1 54l 36.1 004 51.3 578 31.8 081 50.6 53{
L12O
8&8 b14 87.0 4W 34.8 614 37.3 11g 47.0 St4 50.0 440 41.1 51{ 4{,0 133 38.6 514 4g.5 427 32.9 614 37.3 421 27./ 514 33.0 412 23.6 61/ 30.4 408 20.8 Litt 29,0 403 Q rq
54.2 452 55.7 404 452 452 470 398 361 462 40.9 Soo 33.0 452 38A 381 30.! 452 32.8 378 27,1 452 30.3 373 22.6 452 20.6 305 19A 452 242 359 10.0 452 228 355 y N 38.1 357 J8.9 322 31.T 351 327 317 27.2 357 a
2a0 35T 252 308 211 357 227 303 10.0 357 20.6 209 15,0 351 le.0 203 M.6 357 15.2 287 1LO 357 WO 283 LUf433.1 338 35A 30029.2 333 30.1 301 25.D 338 It. US 23.1 282 19.5 336 20.0 2. 336 10.0 284 14.0 338 10.5 278 12.6 3M 14.6 273 11.0 338 t3h 268 27.7 289 24.2 283 23•t 29g 2aT 259 198 280 17.3 289 1&1 152 114 289 10,3 249 13,9 289 14.9 246 11A 289 12,6 240 9.9 289 IIA 238 0.T 2B9 IOA 232 V�x Q
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z.p
AnchorC9 6U Teble Ib6 .�
=Edto
27MOorcide aSkCone. HOU&mCMU IlsedCMU PTV70od 4(dar ANCHORCAP.,,a,,,,,
(DP.w)X� }=ANCHOR CAP.,, ate '
d16•mco MI'80 Ek0M.AU1
Tr S9 mco 910 Stec 912 Stets NQ Steel MULLION
AnehorC11pP9ttern sH0'fdcoUBram vrEkou8r4ton unman 3'16.19sHWA -
1/4•Ekoutbaeon AgprGEk n:Gala sbneaI'eelI erer(G5Y 5ct4v(GS) USE THISFOl2MULATOOBTAIN7HE'ANCHOR
l' 2-vr r 2arr glrg• r r zvr r r o.4V aw aa2a CAPACITY REQUIRED'CORRESPONDING TO AN
141I4• 191r 1at4• 1y4• r 1•vr 1-1/4• t.vr I.11d. r 14V I've- vales ACTUAL PRESSURE REQUIREMENT FOR THE
2M4Mn®Q7ti'MIn O.C./Slameq arOmel CNp gig lj: 3w ms 300ms Z 0908e ts44ms 27091s W4 ms MONG 3741m fe Ms 341ms 442 is Mans OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anc"®1.1W Min O,G I51a10asd(or CnsegCeP(FI9 2) 4eO ms 70016G NIA WA WA NIA WA WA WA WA e62 ms 885 ms 1120 gf CAPACITY(FROM THE TABLE)OF THE SELECTED ,
'i 4AMM0T Min.Q.C.!M216AtOeClpsI(Fig 9Y 780103 Twins 680mG 15Mins lwaes 640D5 IRA 760fts 74111bs 02fm 692IDS ewft 112oIn MULLION.IT WILL YIELD A MINIMUM ANCHOR
I I 3Amhas®OAV MMi,Q.C,I UCsp•In10,1251 Mmc(F1g 4Y HIA WA NIA WA WA MIA NA WA NIA RA WA WA 1013 Re CAPACITY WHICH MAY BE USED TO QUALIFY
` 1Amt"IF-0p(ft0 105ms 195Is 225Ms 4451bo 8229n 1369K 177les 37oms WIbs 3I5s 170m5 221ms 250lbsADDITIONALANCHOROPTIONSFROMTHE
mlm,3@1.1B'MIR Q.CIF (j-6- 2mms 3WIns MIA WA WA NIA HIA WA NIA WA U1 ins 442 ins 660Ibs ANCHORCAPAC(TYTABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PItODUCT R13VISM
as emplyinS wM The Ftorib
FIGURE 1: FIGURE 2: TABLE NOTES: 1-1.000'-I Auildirceeploaco No4g Code
14'6 919-03
ftelf"Date
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Deft Pa"
- tt111111IjI/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: 3 125'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.2 ` a,••'�tG6I43r'••.9
. • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '� '•,i4•�%
FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, •'3'; NQ,60705
ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500•0 . : '
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM.0-90.WOOD SHALL BE PRESSURE-TREATED `f- -O t r/, b '•4�!
FtGURE4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' `., Il!
F
- -( - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND•046"THICK(f8 GAUGE).STRUCTURAL STEEL TO BEAT 1'X3.}25•X:5•MULLION (�'•• StATF , •;�`
LFAST,125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND ATLFAST 3 SCREW THREADS BEYOND L1'VF MULLION) ; ••.?coR+�!:
THE MATERIAL,610 8 912 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S.
A.LYIIN MILLER,P.E.
FL P.E.tt 68705
TABLE 6A
Mullion Capacity Table Ibelltr •}1; �A
Opening yYldfh sparWltgmWore)orOpeningNolght((6rtgl12ontaly-speftNrxJmllliorts)
Go In fiat. 701n No In 9010 10013 120 in 140In 160In
Roctwgiler TraplTduo* RectangularTrop/7dab9. ft-1 pdu Tmpl mv. RectaReotong4ar Tr01JTdam. Rectstgdu 7.9mma, Re.wwlu Tree mwv. Rectanow �TragManB. Rm Pal. Tiaw'denO. �Id t
1It4X,126 laadirg [0adrg Laaft Leaft laodno Loodno Looft LOadrg L-v Loadno: loadn9 L-0-0 Loedrg Loadno Loadno Loadno Loaft Lowe
Alum.Tubemullion
CV
1
1"
, 1
4
_ 1H, 1 a 1A
r I,
421n V0.01 620 170.0 435 110.01 144 1170.0 476 170.0 666 1170.0 406 170.0 9N 170.01 610 170.0 flit{ 170.0 521 1170.0 124D 170.0 521 170.01 1468 IVA 621 145.9 1459 170.0 621 t27.01 1469 170.0 621
40In 170.0 1 708 1 170.0 624 170.0 860 1170.0 6B1 17MO 092 170.0 630 170,0 1123 i7o.01 081 170.0 1275 170,0 67T 168-3 13W 170.0 f180 139.3 1303 U0.0 680, Jill 1303 170.0 660 BT-7 13Q1 170.0 8B0 - _
50.025In 170,0 747 170.0 W3 170.0 698 170.0 W1 170.0 t046 170.0 6wU 170.0 1199 170.0 723 15&1 1235 170.0 747 14016 I= 170,D '150 117.1 t236 170.0 756 1004 1235 170.0 750 87.5 1235 170.0 7M `C $ to
1T0.0 iW 170.0 6/2 170.0 860 170,0 891 17oA 1110 170.0 764 I61A 1186 170.0 603 1372 t/68 1TQ0 837 123.E 1165 170A 650 102.9 1168 170.0 $61 $02 Its$ 179.0 861 772 1158 170.0 801 LU
BD In 70.0 885 17D.0 701 186.7 1042 170.0 T97 1128 10/2 161.1 832 148.T B16 111.2 1042 178.E 601 100.0 1012 1302 701 07.4 1012 123.1 7B2 7fA 1012 i25.1 782 62d 10{2 126.1 752 Imo
70.0 930 170,0 716 151.2 B82 ffi3.8 615 129,E 883 i41.4 799 113.4 992 13.0 702 100.E 002 121.4 764 90.7 002 t14.8 755 75.0 992 I.
749 64.0 992 1W,0 744 30.7 B02 705.0 J14
681n 163A 947 1700 769 137A B47 IMP 780 110.1 94T 130.3 760 1 7 117.7 742 91.9 947 too.? 734 82J 947 1012 727 88A 947 05.1 113 69.1 047 84.0 711 51.7 047 04.0 711
72h 1350 019 U27 737 113.2 OIB 121.E 722 07.0 6/9 1000 706 04.9 549 96A 896 7ti5 @49 66.7 Pee 879 849 82.7 616 68.0 849 74.3 B50 NA 81B 726 662 425 540 72.4 86! Tom. IL. •�
76 to It6.5 762 IW7 W5 W3 762 1010 652 62,6 702 00.0 640 72,2 762 80.9 620 64.2 762 74.2 620 6T,6 762 692 013 46.1 762 82A 602 41.3 762 We 697 36.1 762 69.4 6" J
J �t
78 h 108.8 724 111.4 894 89.0 724 04.6 621 78.3 724 62.0 608 88.0 724 74.4 699 68.4 T24 88.1 691 W.4 CO
724 63.4 563 44A 724 57.3 573 382 724 54.3 607 33A 724 53.6 565 J �--
901. 69A 643 71.8 4B3 68.0 643 60.7 474 49.7 643 62.9 460 43.6 543 47A 435 36.6 643 428 432 34.0 643 39.6 446 29.0 643 34.0 430 24.8 W3 =1 430 21.7 643 30.7 128 Z Q N O
90 to 57.3 478 58.9 427 47.6 475 49.7 419 400 410 13.2 412 35.5 470 38.6 406 31.0 418 34.6 400 28.1 478 32.0 3% 23.9 476 26.1 365 20.9 478 25.6 3W 17,9 478 24.2 378 N N.. O
1081n 40.3 37T 4t.1 341 J7.6 377 34A 333 26.5 377 70A 330 252 377 26.6 325 224 377 24.0 321 20.1 377 22.0 317 16.0 377 19A 310 U.4 371 17.1 3N N J$i
37.1 ]5 31.8 323 rI1t��1 D11t n 1 R 5 . 2. l 0. 31 ISA 357 17A 294
f2DW 29.] 3W 28A 279 24.5 us 20.1 274 21,0 300 21.T 2T0 18.3 300 10.2 297 18,3 309 17.3 263 F a l'n Cn
1N h 17.0 2f2 172 196 Q x Q O O
z
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA; _
Anch6rC6 A Table be ANCHORCAP.,,a,,,,, -7 j�SaasOata: 2.7k Cororeto 9.6k 1bnc. HoDav CMU FZW CMU PT Wood Mehl (DP,)X C =ANCHOR CAP_
dIr Eke 1/4.68 Ek0 6118•Elw 114•SB Elea a10 Stml 8126tea1 91201044 MULLION CAP.,,,,,•„
AnohorT7pe: 31t8•Eko NaecOn U4•Eko l@ueaon 311V EW tnuxon 114•Eke Unncan 9preaeW lnfmcon Altpro0eta screw(o5)8crew(05) Bcrew(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Anchor Clip pa�lBme lnlnran A
Eden Obloroe fN7. r 2-1& 1• 1 2.112Z 3-IN v 2•Itr r I atre r 3.1re• r 0.40' 0.84• 0.32r CAPACITY REQUIRED•CORRESPONDWG TO AN
Emmdnml 0rY t•3r4• ta/a• f-3M• taro' r f-uP tan• I•V4• I-uv 1.m 1.4/r r tarer ta16• tents ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclrare®4.T6'Mh O.C.181aMardOrdhel CaD(FI0.t 2k 390 Ws 390 Its 4501Ds a80 roe t644 U. 270 Ws 2a01b4 354 Wa 740166 374 On I 664 fbs 940 Ws 341 Ws 442 bo 560 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archus @ 223•Mh.O.G./54ndrod(orDffieU C9D IFlB.3): 700 0n 700It* 580 9A uto fb4 s62llm WA 660 to. 13A 630 Ws WA NO 14. WA M2 Ws 5551La tt2o 9xt CAPACITY(FROM THE TABLE)OF THE SELECTED
).@Arlctala 1.15'MN.O.Q/9 WWerd(or06atU 6;iP 04a 4k WOW 1400 Wa WA WA WA 760143 WA WA WA WA WA f383 Ws 17109. 2240 0A MULLION.IT WILL YIELD A MINIMUM ANCHOR
OW
/ +Anolpn®]•A9n.O.C.!(2)2x6 Ariple Clips f fflO.S): 780 mi 780 Ws ON Jet 0601ba 1090 W 64016a 6801bs IVA 760Ih 7461bs 06o fbs 1892Ibs 462 fw e858. 112o Ws CAPACITY WHICH MAY BE USED TO QUALIFY
Ono ®T BSA O.Q I(2)2s3 An01e C6Ds l(FIO,ek 7170 tbs 1170 Ws ,0201ds 23401W 2814 @e 810 Ws 840 Ws WA 1140 W4 1122•s 1320 fbs 28301bs 1022 W4 1327lbs 16601trs ADDITIONAL ANCHOR OPTIONS FROM THE
4An:twn 60.44 Mal.O.Q I U421p,Inlo.12V Alum.M1,1. WA WA WA WA WA WA WA WA WA NtA WA WA WA WA 147D Wa ANCHOR CAPACITY TABLE.
2 Arohora 0 2 2V MR O.C/F+31D lFl0.aL 3501bs SM Ws 2W Ma 705In 47a t66 WA 28016s WA 316163 WA 440 Ws WA 341®s 4421bs 5001b0 PRODUCT REVISED
4 Awhors C 1.13'MIn.O,Cf F471D 0'q,9k 400 Ds 700 Ds WA WA WA WA 380 tEs WA WA WA NIA wA a62 b5 e85IN 1120 Wl as wmpfyfn8 with the Fla"
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' B011dbre Coda�(P•6ti')S,O Acccptmce Ab •J
E�; wmTABLE NOTES:FIGURE I: FIGURE 2: GURE3 GURE 4: FIGURER: FIGURES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING-S
• • • • • • • • • • •
STEEL TO BE AT LFASTAW
SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �;•••�1GENSF '•.FAQ
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,H LES tto.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES HOW - -
FIGURE 5: FIGURES: FIGURE]: SUGGESTED.APPROXIMATE HOLE LOCATIONS.
•-- • • • • • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ;•[(,•,
STAIt: I'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90•WOOD SALL BE PRESSURE-TREATED YELLO 1-125' %() -••.,ACORIC1 ••'-�j\�_SOUTHERN PINE WITH AN 50 OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL _..J. r /lr�y•.........
( I AND A36.ALL ANCHO SSTUDS TO BE A NINTO METALS AL GRADE 33 OL EXTEND CK AT LEA T 3)CREW THREADS BEYOND HE MATERIAL 10.STRUCTURAL1&K T err i a `tt
ANGLE CLIP FIGURES 5&8 MUST BE USED IN PAIRS. 1•X4•X.125• J, 7
#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. MULLION A.LYNN MILER,P.E.
FL P.E.N 58705
TABLE7A �A
Mullion Capacity Table IbaIR7 8
Opening Width(forveRlcaly-sperWngmucons)or Opening Hoight(for horimdelyapsmfngmLWons) C �,
60in coin 7013 Go In go in tools 12010 1401n 1601n
Rectenwer llcprfdug. Rectenow Tmp/Marg. Ralaww 7'raNTdang• Rmterw. TwiTdang, Reolaww Treplydmlp. R.Iomw TwTdmg. RedaneWar Tiap/T6.n9• RachnoLd Ilaplri na Re. � 4
1 X 4 X.376 tangulN TreprTdanp.
Alum.Tube L0adn9 L.".9 Loading Loadinp J."014 Lowing Loadg Loading load4g Lo.dbp Loodkp Loadn9 Lowing Lowing loedn9 Loadng loednp L"dag Y
I
� 1 � 0 I I I I 1 1, 11 42 fill- if 1 11 28 1 z
r 421n 170.0 620 1T0.0 435 170.0 744 170.0 478 170.0 869 170.0 5W 170.0 992 170.0 610 170.01 file 170.0 521 110A 1240 170.0 32f 170.01 f4s6 170.0 621 170.o /735 170.01 621 17AD 1903 170,0 521 �
48 In 170.0 708 170.0 b24 170,0 630 170.0 664 170.0 972 170.0 630 170.0 1133 170.0 601 170.01 1276 170.0 S77 110.0 1417 170.0 NO 170.0 1700 170.0 s80 110.0 1943 170.9 050 151.0 =4 110.0 650 � S
60.625 In 170.0 747 1TO.0 603 Me 490 170.0 531 170.0 1048 11D.0 8M 170.0 1156 170.0 723 170,01 1345 170.0 747 1170.0 1494 170.0 758 1170.0 1793 170.0 758 168.0 1 019 170.0 758 1138.51 1910 170.0 760 Gc• a� fn
611n 170.0 791 170.0 s12 110.0 1 958 170.0 691 1T0.0 1116 170.0 754 f70.0 1 1216 170.0 6M t7O.Oj 1434 170.0 837 170.0 1594 f70,0 856 159.9 1199 17" 661 107.1 1 1792 170.0 $61 120.0 1709 170.0 e81 m p
60In 170.0 $65 170.0 701 1170.01 1083 170,0 707 170.0 1240 170.0 674 174.0 1417 170.0 944 170.0 1594 170.0 090 155.6 td19 170.0 1033 129.6 felt 170.0 1033 11f.0 1619 170.0 1063 97.2 1818 l70.0 1063 N q)
83 In 170.0 930 170.0 745 170.0 1110 170.0 5:0 170,0 1302 170.0 940 170.01 1488 170.0 1015 HAT 1542 170.0 1076 141.0 1542 170.0 1122 117,E 1542 160.6 1156 IOD.1 1842 187.9 1157 e5.1 1542 167.0 1167 .S J
66 in 170.0 974 170.0 789 170.0 11691 i70,0 003 170.0 13M 170.0 1002 180.6 1472 170.0 ION 142.0 1472 168.0 1148 128.E 1472 150,0 1130 107A 1472 147.0 1108 91.6 1472 140.0 1104 40.3 1472 U6.0 110/ Z
721n 170.0 1OM 170.0 875 170.0 1275 170.0 1009 150.8 1320 168.2 1101 1310 13m 149.9 1082 IfT,3 1320 137.E toss 105.6 /320 f28.0 1049 0.0 1*20 117.0 1024 73.4 I= 112.6 1013 0&0 020 112.E 1012 C•)fg
781n 170.0 1122 170.0 037 149.0 1184 09.4 1013 12821 1184 139.9 994 1122 1144 125.1 978 99.7 1184 116.3 964 09.0 1184 107.E 962 74.0 1184 97.6 _635 64.1 1104 93.1 027 W.1 1184 92,9 923 j V]b
Min 188.1 1121 t70.0 BB7 108.1 112{ 147,D 883 Me 1124 12&B B4T 103,E 1121 115.E 831 9Z.3 1124 105A 918 6A0 1124 90.6 We B92 1124 69.0 890 59.3 1124 80 5a1 5M 1124 83.2 876
J
solo 108.1 844 111.5 760 80.1 841 94.7 738 7T2 6/4 82.1 724 67.6 84/ 73.3 712 60.1 644 60.b 702 51.0 B/4 81.1 893 4b.0 B14 84.2 878 3BA B14 60.0 668 33.5 644 47.7 062 Z Q N O
Win 694 742 01.5 683 74.2 742 71.2 652 63.5 742 61.2 641 65.7 742 52A 631 49.6 742 64.1 822 44.5 742 494 614 3T.1 742 43.6 600 31A 742 39.6 690 27.0 742 37.5 684 H 1t)Aflfls�aa� O
106 in 92.8 5" 83.9 530 $11 558 63.6 521 44.7 US 46.6 513 39.1 5M 41.4 505 34.6 NO 37.3 499 31.3 See 34.2 4W 25.1 as as 481 27.3 5M 26.6 472 19.5 666 24.7 468 M rb Q
tft M 57.e 3S5 6&8 307 48.0 555 48.e 495 4f2 655 12.9 487 38,0 653 3s0 4B0 320 653 34.2 473 28.8 655 31.3 4W 24.0 650 27.1 457 20.0 655 24.3 448 15.0 $55 22A 442 x
_ 1201n 45.6 475 48A 433 30.0 476 39.0 126 326 473 77.7 420 ZBb 415 29b 04 25.3 476 28.9 409 22.8 475 24.5 404 19.0 476 21.1 S95 16,3 4T6 1&7 387 U.S 475 172 301 a' V1 CA
1N In 28,4 310 20.7 305 22.0 330 77.{ 301 Ia.O 330 IM3 207 10.5 330 17.0 293 TJ x O O
a N ui
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCa ecl Table Iba
eut3fraw Vic c wm. 3.5k C . m wcmu FWed t23u FT Wood Meui (DP_)X(ACHOR CAP.,,,,,,,,,,\ ANCHOR CAP...
Ancl$3700
y1B Eko lAeacoo 1/4•Eke U6meon 5'18•Eko yf8'Eko Ut9oepr 114•Eko UlkacOn 1/4,65 Ebo 6l18'Elva fl4'89 fko 010 Steel 9/2 Bkel 912 Bled MULLION CAP., ,,,,
Anchor Clip Pa8em0 Uureem A9proWler Ultrecon A99roffakr scom(w)Orow(C5) 8crew(as) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Ed90 f7h1ar 2alr r 2.1/2• ive• 11 2-1rt• P 2-w- r 3•v8' r 0.48` o.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emaed7lain' ial4` fan• 1.311• r 1.11P .1-11N 1.1/1' 1.1r4' 1•v4• 1414• r tars• tare• vadea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors Q 4.75•MkL O.C./Staodad wO bel C9p(F 3901ns 390 ka 490 me B90 iw 16441b. 27o m 280 iw 354 Ios 7401w 3741M SM lb. 946 tea 341 bs 442 M 560 n* OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arwhms 2.25'W.O.QISIa,Wnd for 06nel)Cup70 70om. 100ns 6BOIw MOIb a12tw WA 5601es WA 630rb. WA B60lbe WA 652103 885ffw 1120ro. CAPACITY(FROMTHETABLE)OFTHESELECTED
9AWc 0139'MID,OG I Sle elool(or0r ee Cop980 b. 14W Ibe WA WA WA WA 7801w WA WA WA WA WA 1363 on 1770ka 22401e1 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AnoMr.@ 3'MIn O.C.r i2)2=sarglo c99a r7So tn3 76o ms esg k3 156o Ib. 15so I, 510 ros 59016+ wA reo I63 r4alnaSNIba 1092 tee w21w 6e5f0. t 120 um CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchrs a 3•MMn.O.C,/R)2i5 An&Clips I 11701w11101w IOTO ks 23401w 2644W 810 ibs 840 fb. WA 1140 fbs 1122(6e 13: 283Biw 1022InsU271w feet 1W ADDITIONAL ANCHOR OPTIONS FROM THE
4 AMhme0OA5•W.O.C,I U4Ap,htto,12V Alum. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143016e ANCHOR CAPACITYTABLE
2Al%rw ®22VMIn.O.C/F4'Sip(FI9,87 3501be 35010s 290aw 705�bs 4161w WA 280lbs WA 3f5®e WA 4401w WA 341W 4421Ls 560Iw PRODUCTRGVISCD
4 Anchors a M V Min.O.C7 F421p(fig.91: 4601b. 103 Me WA WA WA WA 3B0lw WA I WA WA WA WA 1 682 ka 88"bs i no r. p9 complying With dw Find
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - 1.062• 1.000• Building Gdp
r` 'i �'"' Acapfenaro lOo«O'o 219.0,S
B plaf On. '21
TABLE NOTES: i
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 8y
FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE 8 FIGURE 9 ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. A1te+n D lrroQDn
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1,YNN
0•
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �-: oa
•,.)C
SHEETS 2123.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000•L 4.000'
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�`• NU•50705
FIGURE 5: FIGURE 6: FIGURE 7:
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND I `
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE -mot••� r/Y :•Nu;
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE T TE.
6063-T5 AND BE A MINIMUM OF.125 THICK.STEEL STUDS TO BE MINIMUM GRADE 33 AND.045' ,376• 376• •'C�C`•�••!'LOR.`��•'•
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126•THICK AND A36.ALL ANCHORS '!• 5'S (\A L1'•`
ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL:#10 d#12 1'X 4•X.375• � 1•X 4•X.37
B•85� AILS hIKNrMILL�'F�\P_.E.
ANCHORS INTO WOOD MAYBE STEEL,I S.S.OR LION
410 S.S. R•-MULLION - - - MULL]
FL RE,#58705
TABLE BA
Mullion Capacity Table Ibsfftl °} � o
Opening NBdill(for verUealy-sparW mu41on9)or Opening Ho(Oht(rorhorizordalyaparWlgmUtions) i3���
5014 6014 701n 501n 90 in f001n 120 in 140In login
Raetntgwa Trewde�g. Rd-OM Tmgffl g. ReaaV$sf 7mWRfag. Reelenpwer Trep/MeM9. R4aen p10tan9, R.nwgA. lmdTdmp. Reaenouler RwTdong• Reelen86nr Tmprrd" Ree44npder TleprTdao9. b' 4
1.26"Y gUer 70
!aeon➢ Lonang Lo4ang Loedbg Loadng Lwdrg lnadrg Lo4doD Loeaig U0'r.9 Laearg LaaMD Loaang Laean9 loeanp taaang loaang LoeoDg Y
3.188"x
.26V Alum
Tube Mull C4
I im g ohm
121n 170.0 620 1TO.D {35 110.0 74{ 1T0.0 47B 170.0 689 170.0 504 170.0 992 170.0 019 170.0 file 170.01 621 170.4 1240 170.0 521 f70.0 1488 170.0 621 170.0 1735 170.0 $21 151,61 1769 170.01 621 1
i 481n 170.0 708 VILO 624 170.0 850 170.0 554 170.0 02 170.0 630 170.0 1133 1170.0 601 170.0 127E 170.01 677 110.0 1417 170.0 8110 154.0 1548 1170.0 680 1347 1540 IT0.0 800 118.1 1648 t70.0 680 -1 _
50.625In 170.01 741 1TO.0 563 Ir0.0 800 f70,0 631 170.0 IWO 170.0 $84 170.0 1185 I 17RD 723 170.0 1345 170.0 74T 107.13 1468 170.0 759 1342 1488 170.0 750 119.9 1468 170.0 768 104A 1465 170.0 756
541n 170.0 797 170.0 512 170.0 B98 170.0 691 1T0.0 tf16 1TR0 T64 170.0 12)0 t70.0 003 IB3.t 1378 170,0 $37 148A 1378 170.0 856 122.3 1378 170.0 flat 1MA We 170.0 $61 91.7 1378 170.0 061 m p
601n 170.0 885 1170A 701 170.0 1083 170.0 707 458.8 1153 110.0 874 139.0 1168 167.4 GM 123,e 1158 16g.6 91D 111.2 1160 150.0 912 OZ7 U58 144,0 905 70.4 1158 144.8 905 09.$ 1158 144.8 903 W fM0 J
63 in f7R0 97D 170.0 745 IrAA 1051 170.0 850 13T2 1051 135.8 5% 120.1 f051 142.0 848 108.7 1051 132.3 837 96A 1031 125.7 830 50.1 lost 110.3 622 68.6 lost 119.1 621 80.0 1051 119.1 e21 Ss. N J
Bain 167.1 957 170.0 769 139.3 957 161.0 605 HOA 957 134.0 790 104.4 957 121.6 TIT 92,B 967 112.E 767 63.8 957 108.6 769 09.0 951 100.0 750 59.7 957 90.9 745 522 957 98.0 748 Z U)z'
721n 420.7 WA 1362 c98 107.3 804 115.2 684 01.9 $04 101.3 871 80A W4 91A 660 T1.6 804 64.1 650 44.4 W4 78.8 643 53.6 8M 72.3 633 48.0 B04 09.9 On 40.2 8M 69.8 On
75In 1044 T22 114A 630 912 722 072 ot8 78.2 722 05.3 00e 64A 722 76.7 696 60A 722 70.3 588 54.7 722 05.5 660 45,6 722 59.5 570 39.1 722 56.7 WS 342 722 W.2 584 eJ:3 m
76 in 1012 085 05.6 600 84A 685 $9.6 SW 72.3 03 7ail 677 63,3 an 70.5 668 68.2 665 04.5 500 60.0 688 60.1 653 42.2 60 54.3 543 382 685 61A 637 31.6 685 60.7 63B (D ��•,
901n 85A 515 6R0 437 :31��l
615 57.5 NB 4/.1 515 40.1 441 41,2 516 /4.7 431 38.8 815 40.8 428 37A 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 815 20.1 4M Z' x Z N O
80 In fA.3 453 56.8 IM 463 1T,1 39T J6.8 453 41.0 391 33-0 453 30.4 345 J02 453 33.0 J7o 2T.2 463 30.4 374 22.6 453 28.6 388 19A 453 24.3 380 17.0 451, 22.9 358 ►Q- 0ppp 5q ..0 O
108M 3B.1 3S6 39.0 J2J 358 Ull 310 27,2 358 28A 313 23.8 358 262 308 212 358 22.7 3M 1Ri 350 20,0 J00 16.9 358. 18.0 293Ill In 35.1 We 35.-s 308 335 30.1 301 25.1 338 26.1 2B7 22.0 33e 232 293 19.5 030 20.0 28B 17.8 3m 19.1 255120 to 27.0 290 26.3 264 290 23.6 260 1D.9 no 20.5 266 17,4 290 182 253 19A 2B0 10.4 249 w x 10 7n
144 in 10.1 201 103 tee
TABLE 8B Q r Z
Ix
ANCHOR CAPACITY ADJUSTMENT FORMULA: €
AnchorCa act Table Ib9 /ANCHOR CAP.,,,,,,,\ -3
Su0limla ZA COMM 860 cow. now cmu FEW cmu PTWooa Mae! (OP„)Xl 1-ANCHORCAP.,,,
rite,Fjco V4•ss Eko&W Eko vm SS Elco p10 SIeN 9t261ea 812sted MULLION CAP.,,a,,,,
AnehurCll Patterns Anc0alypa 9ItaEleounfxm v4'EkoUerScon uwuw T117Sco ntacm vCEkoUerdcm (G5) saew(G5] USE THIS FORMULA TO OBTAIN THE*ANCHOR
P AggreOaior Ugmcm ApLeGa11T Scre9(G5)Screw
Edpe0(staceon) 1. 2-tir 1 11 2-1/2' 3.118' t' 2-112' 1• sfre• 2' 0.45' 0.9 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
embeanmt 134' 1av' 1 IV41 taA' r 1-114' t•v4• t-11P i-W t•Ud• t-tl4' T fare- 13I8• roles ACTUAL PRESSURE REQUIREMENT FOR THE
2AMtmg .75-ptao.¢Tstamadwomac4p(RDt) 3 Ibs 3 1 sums 6Domo 16"Ibs 2roms 27Wtos ms 74oes 374ms 661ma_ Mama 341ms 442M 66oms OPENING,WHEN IT IS LOWER THAN THE MULLION
/�.-,.li 4Arctars�f.l5'Min D.lIf918fg1rd(a aae0cnp lFl➢2) 450ms TOD ms NIA WA WA HIA . 38093 WA WA NIA WA WA smA 965tds 1120 m6 CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArctDry 03'M1n.O.C.1 R12c5AngleGdp3ll J) Teo 1M 780IOs 600Ibs 15M ms lemlbs ac Ws S60ms WA 7601be 768 ms BBD Ws 1B02 to 682ms 865Ws 11200s MULLION.IT WILL YIELD A MINIMUM ANCHOR
AArcMn 0.d5'Mh.O.C.lULIANt5.t29•Hum(FIg,4T WA WA NIA WA NIA NIA WA NIA WA WA WA WA WA WA 1490We CAPACITY WHICH MAY BEl1SEDT000ALIFY
left
O.Cj FCBD 95O teams tt6 m6 22SWs 44510s 822 Es 135Ws 140tba 1771ta 3701bs 1871DS 3=Im 473 We "o"' 221(os Z80 Wo ADDrf1ONAL ANCHOR OPTIONS FROM THE
2 Anthon®1.15'Min O.CJ F4:Op it 2A0m3 3501Ds NIA WA NIA WA 190 to NIA WA WA WA WA 341 an daz ms 56o ed ANCHOR CAPACITYTABLE. PRODUCT Rt(VISED
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, OROD CTRIRVISE Fltrif4
"A=;gcade�6-'aZIS.o3
FIGURE I: FIGURE2: TABLE NOTES, O^-1.260'---1 AcceytmccNo �ZI
. • . • P iretlon Date
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ey
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7Niaa1 do 1 m0&
ltiili(I VV
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. \`��O' (. I f/?2-�
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188 ti�,�•CZ;:'`tCf:NSS•'•�FT �%,
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS %
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, �� NO.S(f7G5 r
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMUI SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE4: FIGURE6: FIGURER: )
- BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE
- - - 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1 (^,�•. S 1't;O a ,*U�
- • ---' - 1.25'X 3.188,X.285'MULLION <� '•FCGRIOF'
• • • --.045-THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.125'THICKANDA3B.ALL %�•p�••..,...•• C9
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 0.W VF MULLION)
#10 B#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. A.f/.YNN'HYILL�12,P.E.
FL P.E.#66705
TABLE 9A WWU7 ® �
Moron Ca o Tobte(fastrz
Opening (torlraRfcalN•6pe1Wn9 muDloreyor opening (TorfladzonleCy�pamin9 m1f9om IN)
60 in coin TON Bolo go It 1001n 120N 140 to Win Q
136X3.26 Rmten0-w T.#7dm0 Rftl.,V k! 7ra1✓7dsnp• R4Gmfpulw TnpfTAanp. R01.4, l T4p/rd2n9. Rollerpupr Tmprdln9. f14otlnpuNt Tnp/fdln9 Reelenquler TnpTtan9. Reel4npukr Tt1 q
pAft Roclw o TrL.den9, G X.10D SDB0N0 LOWrp LoedN9 lesdN9 LaaJn9 toa3n9 L040ip loaGvq 1a0n9 lo4Mp lnadio9 loamrq LoaNp Lobd'ap Loodln9 tatGmp ts4grq LadN9 oY
Alum.nn o
Muil � 1yy}• 'gpa.� yp( yp§. p{y� yy}. '�Qp} pip•. yyg 'py¢
•a jE� j�{1 FU[j U.^ ff .}Bpi o yQ}gig �$` 047..jpB�} 6 1{}Sg�( PO(� 1gO1 �t1 g ` 1pj IaOf 1pi 6 T�g�{} Fsj �• N
Fh
1• $ m 1-
�rc W
12N 170.01 820 170.0 433 1170.01 711 1170.0. 08 170.01 a6D 170.0 508 170.0 092 170.0 61B 1T0.0 1118 170.0 621 153.3 1118 1170.0 ETI 12T.T 1118 170.0 621 f09.6 1118 170.D 521 9dB 1116 110A 621 Z
Q �
/ 48N 170.0 T06 1T40 624 170.0 630 170,0 584 167.8 876 170.0 B]0 146.7 976 1748 861 130.1 BTB 170.0 BII 111.] Oro 170.0 8fq 9T.6 BTB 1740 680 97.6 076 170.0 BBO[2&
878 1T0.0 6a0
W
60.e25N 170.0 7/T 170.0 f213 IT0.0 a88 tT0.0 611 150.7 827 1T0.0 %4 t3l.9 92) 168,E 746 1172 027 fig.f BBB 105.E 927 168.3 8B8' 51.9 927 166.3 605 15A 92? 156.3 695 9Tr 15d3 896
541n 170.0 797 170.0 612 154.E a6B 170.0 621 1326 a89 163.E 6W 115.9 680 14L6 60 103.0 Ma 134.0 wo 92.7 So 129.E 6N 77.1 60 128.8 652 66.2 an i2d8 652 WD 12d6 652 0 LU
80N 119.2 7A8 167.8 87) 119.1 718 i32.7 620 1023 746 117.a 608 68.6 TIB 101.8 a99 19.a 74a 101.0 692 71A 7+0 88,8 60T 5a.T 746. 93.3 593 612 746 913 683 746 9i3 6B] LU I•`
636, 123.7 $77 132,0 679 10&1 8)7 113.2 SW BOA OTT 100A 551 T7.3 671 IA 618 06.1 077 65.2 639 $1.4 071 81.0 534 51.0 671 77,0 629 44.2 811 78,T 570 617 78.7 629
as in fOT.B 817 iti.i 5]0 88.7 617 97A 510 78.0 817 88,3 SOB 01.3 817 783 500 50.6 B11 72.6 494 63.6 617 68.1 A89 44A 6/T 84,4 463 3d4 B17 633 482 81T ed7 482 W -3
SRC RN 82A 616 BL1 450 68.1 6/6 14.1 MO 69.2 E18 85.2 432 US 618 58,8 425 40.1 $18 54.2 410 41.4 510 547 414 145 St8 4B.8 408 2AA 618 45,0 f06 518 45.0 105 2 �
16 N 705 466 7d7 408 50.7 466 82,8 748 50.3 185 6{A 380 N.i 465 49A J04 39.2 11 11 11 35.2 Adz 422 374 21.4 485 392 367 252 ASS 36.5 264 22.0 455 362 363 ?
76N B5.2 141 68.0 367 514 441 67,7 NB 18.8 /11 5aB 372 40.0 A11 45.4 368 30.2 441 41.6 360 32.6 441 38.7 358 27.2 441 UA 319 23.3 441 33.1 348 20.4 441 32.7 245
OON A2A 332 43.8 295 95A 172 37.0 269 30.3 032 32.3 '�/ 28.5 332 TO.B T80 210 332 28A 276 212 332 24.1 272 11.7 WZ 21.3 266 152 332 19.5 2a2 13.3 372 1aT 260 Q p t
WI-4 33.0 291 35.9 12:a 2D7 30.3 2S6 26.0 20I 2d4 252 21.0 2Bf 236 216 IBA19 . . Zi 10.5 241 Ile 2➢1 1T.1 236 12.5 201 15,6 23208 24.6 230 26.1 270 21.t 205 t7.6 2]0 16S 201
151In T26 218 2d1 2/B 18A t0/ 18.2 218 iB.B iBl tAi NB tAO 1Bd Z120N 17.0 t87 18.2 18T 1 16.9 1Bi
1n
of X
N
1n
e Z
TABLE 9B An orCa acts Table ANCHOR CAPACITY ADJUSTMENT FORMULA:ch
SWSinl19; ZA conwefe 3.5x Cato. Han"cmu Fated CMU PT wood WWI ANCHOR CAP. , �p-.7
)DP")X( ) ANCHOR CAR,,,
6/10'Eloo 114•SS llco SriB'Elco 1//'BB Eko 9IO Ste4t H281o61 H28(M MULLION CAP.,,,,,,,Arolla type: Jf1e-EIw UEeeeon 7M•Ek6 Ullrmon 3l16•Elmni
1N•Eko USroeon USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnchorCllpPatterns Ull kon A991eGala INBeoon Ap7oUeta 8crow(GS)BoreN(85) 8crew 105)-
EBpogslerce(mk P 2.1/r 1' 2.1rT 3.11w 1' T 24re 2• 3-Ire• 2• 0.48' 0,64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
1-&4' Ive 1•L1• 1•Jf+• r t•1!4• 1.1f4• 1-174• 1-u4• 141V r 1.w ty0' vados ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancnab @ 4.75•MN.O.q/StoMwd a obcof qtp(F@,1T 3901W 3 Ib/ 550 tEa 990 ba 1644 bt 270 bl 280 the 554Iw 7401W 374 Ws 664 Ibs 9401W 341 On' 44Z IW No Ws OPENING,WHEN IT IS LOWER THAN THE MULLION
,., snrc)aw @ I.1s•MN.o.a 1 stenaela(or0lbo0g1p(Fl9,2k 400 p Tao m3 MIAWA NIA WA 380Its wp NIA WA WA WA 682 bs 8851bs 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
1 4 Anchwo 0 r Man.0.0.1(2)216 An916 dips r(F19.31 78D Ibs Teo be M IW 156o fn, 1098 We 540Io1 580 me wA 7BO IbS 7481W Boom, 1802(to 6a2 bs 8851W it20 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR
j 3 Archers 00.51'MN.O.Q f U47Ip,N10.10b'ANm.(Flp.41 WA WA wA WA N!A WA WA WA NIA WA WA WA WA WA 1)5a Wa CAPACITY WHICH MAY BE USED TO QUALIFY
1 ArchalFCllp(Fq.51 1BS b5 11G mB 775 Ws 44s WB 822IW 135 Wt 110 m5 177 Ws 3ro IW iB7tW 332 WI 473 tW 170Ws 221t6s 2BDW5 ADDITIONAL ANCHOR OPTIONS FROM THE
2 AlwllaE 1.15'MM.O.CIF-0fp{Ff9.61 240 Wa 35016s WA WA NO WA 190tW Wq wp WA WA WA 3119m 1421bs 5801ho ANCHOR CAPACITY TABLE, FRODUCPREV)SED
m cornp)yin`wbh We FID"
FIGURE 1: FIGURE 2: Building Coda
TABLE NOTES: 1.250" Accaptnam T4o16'OZ•18.0g
- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. )41 Dodo product
!11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE �`�C�( LYAIN 5(l" '11j��
w4' '5
FIGURE 3:
ANGLE 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE 3.250' .���;•'..CBIJ...... F•Q
CLIP MUST SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS >;' •,.711
BE USED SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nc1.61S705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - -
FIGURE 4: FIGURE 5: FIGURE G GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL .100'
• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "�� •• S�A C 7 n GJ
8083T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND (�'•.
• • - - - 045'THICK(18GAUGE).STRUCTURAL STEELTO BEAT LEAST.126'THICK AND AXALL � �i�i�•'•.,FLOR10�`••' �g i�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125•X 3.25'X dOD' i,�sf 7� ••••• ��1.`,
910 ANCHORS INTO WOOD MAY BE STEEL,18-S S.S.OR 410 S.S. MULLION
A LVNN;MILD P,E.
FL P.E.#68T05
1
TABLE M
MWlloe Capacity Table Qbvge) Q
Opaning Width(farLedlcaty-9powin0 mWorc)orOpenln0 HelOht Qonccdzorieh"pananfg mt(llom) 3
6D in 601. 70 to BON "In t00in 120 in 140L3 1601. 1,31
,31 LLO
Roelan d h,yrrl-4. RKI.'W Tisplwim R4c(anguw Trrpv&vn Rocmv.w TopMemV. Asd,agd,l Tisprrbsng. Rdrlsngdu Tmp(TUV. RooUrgu. Tnsprrnang. Rodmgdat TmpTdang. Rrctorguly TieprDWV.
1 M6,82 6 L.Woo Loading. lo,dog Loafing LoWug Lwdng load ng loafing Loafing Lo,dig Loading ubdig Lo,brg Lasting l0,dkg lceft Wdiq La,dsg P�ti
AIum.Ttbe 'S h 8.. 'a",. .. -$ -�' '�.. '�., M-. L -.- 'E.. §• 9.. •E '� '� 'r IF_ $ i�_ & e t
.Mulllon § §g §g R a� g "s€ §� a ?� a �. § §� § $a §� a s�, a §e § §�. ��. § M § aA a ;A $ 1v
U H a � a � m
y
✓ ` 121n 170-0 620 116A 41S 1710 744 170.0 475 170.0 ON 04.0 606 170,0 092 170.0 619 110.0 1116 170A 621 170.0 I240 170,0 621 1T0.d 1408 INN $21 170.0 1735 170A 621 170.0 fY33 170.0 $21 tj
1� 49In 170.0 TDB t)OA 524 170.0 e50 176-0 6e1 1/0.0 992 170.0 670 170,0 1173 170A 661 170.0 1275 170.0 671 170.0 1417 1TO.0 00 170.0 17ao 170.0 660 169.? W9 170.0 sea 140.5 1179 110.0 wo
50.M fit 110.0 747 110.0 50 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1195 110,0 723 ITO0 INS 170.0 741 170,0 1494 170.0 766 170.0 1183 110.0 766 152.6 1877 170.0 766 133,6 1817 170.0 766 a YA
MIn 170.0 T97 174.0 6t2 170.0 956 174.0 691 170.0 1116 00.0 734 176.0 1275 170.0 60) 170.0 1434 170.0 937 170A 1594 170.0 856 1S64 1159 170.0 861 134A 1769 110.0 861 111.3 1169 110.0 561 m O Q
Ii01n 170.0 455 110.0 701 iTOA 1063 170.0 19T 17o.0 lido au gig Irmo 14t7 1T0.0 9N Ism 15tt 1T0.0 096 mcc 1511 170.0 1073 f20.e fill 110.0 1063 1D3.6 )511 170.0 106S 80A 1611 170.0 1063
631n 170.0 930 170.0 746 17" 1116 110.0 050 110.D 1302 170.0 %0 166.5 INN 170.0 1016 U92 WO 1700 1976 1263 WO 164.0 1092 104A 070 156.9 10R 99.6 13TO t55.3 (010 78J 1370 115.3 1070 u�• W
q MIR 170.0 974 170.0 M 17" 1169 170.0 903 IWO 124E 170.0 1002 1362 124E 166.6 1013 121.1 1246 14T.1 1000 IWO 1246 139.0 919 90.9 1248 133.4 918 VIA 1240 129.0 976 66.1 1240 129.0 976 Z D.
A 721. 167.0 f049 170.0 5f0 1399 1019 t502 a92 119.9 Im9 1321 975 101,9 1110 119.) 063 932 1N9 109.7 146 03.9 1049 1023 ON 69.9 1049 9i.3 826 69.9 1049 912 020 62A 1049 91.1 020
a Thin id2.T 981 119,1 522 1109 911 129.e e05 f01.9 %1 111.2 191 89.Y 911 100.0 777 793 91f 91.7 766 71.4 %t 85.6 757 b9.5 811 1L6 TN 51.0 %1 74.0 737 N.6 %1 73.3 776
g781n 177.8 B% tAb 7q I10.0 194' 116A 767 %J 04 102,4 763 B29 B% 91.9 740 733 894 81.1 730 66A 8% T83 711 65A 8% )0.7 707 47,1 891 674 701 dtJ B% 66.1 69B Q
S01n 05.9 671 852 695 71.5 671 N9 585 81.1 BTt 653 6l6 63.7 671 60.2 566 47,7 6T1 62.9 560 43.0 fill 483 651 35.8 471 43.1 639 30.? b71 39.T 531 289 On 3r.9 520 Q N
961n 70.8 6% 12.8 617 69A 620 51.4 $11 50.6 SW 53A 609 41,3 690 47.6 602 39.3 690 43.0 4% 35.4 590 39.6 408 29.6 $90 34J 417 26.3 690 31.6 469 22A 590 29.0 464 � x g� O Q
108In 49.7 466 50.6 421 41A 440 42.e 414 3fi.5 466 3?J 40e 3f.1 490 32.9 402 2TO 156 297 396 24.9 466 27.1 391 203 466 23.6 W 1T.0 466 212 315 16.6 466 19,8 370 r0
1111. 45.8 441 46J 400 38,2 N1 39.3 39) 32.7 441 341 381 28,6 441 30.2 302 21.1 441 27.2 319 22.9 N1 24.2 372 19.1 441 21.5 363 16.4 N/ 19.3 356 14.3 N1 17.8 351 ILU
12D in 36] 778 769 3/4 302 378 31A 339 25A 378 28A 774 22] 918 23.T 729 20.1 37B Zia 725 10.1 3T8 19.5 321 15.1 31B 16.T 311 )C `L
rNin 21.0 242 21.2 212 tT,6 261 11.0 239 i5A 262 15.3 27fi
U in
00
TABLE 10B m0 90
AnehorCeplNty Table(Iba)
ANCHOR CAPACITY ADJUSTMENT FORMULA: - 0:
SuOstmla 2.7k ODMide 3.6k cant. NoOow CMu FlOed CMU I PTwood I Metal ANCHORCAP.,„,,,,• 11-2 ^7
(DP,)X( >=ANCHOR CAP,,,,
rrcaro V4•SSFJro WalEko vmssrirb N1081rd s126ljw m2slml MULLION CAP.va,a
AnchorCllpPettem� AncfwT 71tEEuoUStam va•sleoUSraeon unwm y16�ocoudreem vrEteoUllaeon Aggr6Gftor UKMon AggWSOr 89MW(6a)suew(" scmw(O6) USE THIS FORMULATO OBTAIN THE'ANCHOR
Eaw Olstarce 1• 2-f/r 1• 2-112• 3-1'r r 1 2•1021 1• 12•vr r 341e• r 0.48• 0.64• 04324• CAPACITY REQUIRED'CORRESPONDING TOM
4EmOedbmt n 1374* 1a'P tau• lard• r J-fVF f•ub• M-A
1•va• 1-va• r 1,s2B• 1a'8' Tales ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnLiRis�47y Mtn Q.C.?SlamerOa00ielCOp gtT-24Y1 Rs 9g01H 4501m dtD lDs 1844 RS DO R9 280 R6 3161D7 sw ns Odsms 311 Rs dal ms sSDftn OPENING,WHEN IT IS LOWER THAN THE MULLION
+1 4ArcAp1®Y.tYM420.clSts,nl0(nrIX8t1)Cllp g 4ADlbs 700to IRA WA NIA 141A 3B0I� NIA WA WA GS2RS 9mg IIaORa CAPACITY(FROMTHETABLE)OFTHESELECTED
rchm@3•Mtn.O.C./M215A"CkW(91 7WIbs 70006 600VA 1560,. Iemms 54oms wits 748Ms 60010s, 1802Re 6B2Rs 88510s 1120Rs MULLION.IT WILLYIELDAMINIMUMANCHOR
3Ar4hMNO.54'Mto,QC0.IUCOp•IUIO.ID0•AhMttF$4 N/A WA NIA WA NIA WA WA NIA WA WA N/A WA OR M CAPACITY WHICH MAY BE USED TO QUALIFY
IARCM(I F-CUP Oft 195lbs 1D6tos 225 RS 445fra 622 Rs Milos 14026 Igr lba am 1LB 479 m1 1701D7 22t Rs 2'80 ib9 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Aochom01.16•MIR,O.Cl FIM Mg. . NOIM 3501h1 WA NIA NIA WA 1BO1a N/A WA NIA WA WA 3714b3 4d2 f66 5601bs ANCHOR CAPACITY TABLE PROOUCr REVISED
as complying with the Fk"
FIGURE 1: FIGURE 2: Am pllance NO 16-dZi8a6 j
TABLE NOTES: 1,260• Ex•rail1 k 4021
• � 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mean''Dade Pro d
1111111/!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE \,`0L N,(.���
FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3 Y60- ��,•'�}GEIJ$S''•�F.jt
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4 :
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5£7O6
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND
FIGURE4: FIGUREb: FIGURE6:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL ••O•••' �'j b LLf
BE PRESSURE �624•
PRESSURE-TREATED SOUTHERN PINE WITH AN 5G OF 0.55,ALUMINUM SHALL BE ''� "•
• - - ___ 6063-TSAND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•u(,�•,•FLOR(ry1,,,•' ."�
- -.045'-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL S `}�.);`
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.62A• JY1()jt`0
#10&012 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. - - - - - MULLION._ - A.�`ffJQpM1L«R.P.E.
FL RE.#68706
TABLE 11A
MulBon CepaWy Table Qbsfle)
Opening Wdth(lorvadicii"pardng m18lons)crOpening Height(Ior hodzortallyspanidno mullions) a
60 in So In .701n 80 in 90 i1 100 in 120 b, 1406r 160 i, u•
O
1.267s3R4 RacungWr TiapTrlang. Racl-0. Tnplydmg. R.dnngular TrtpTdng. Rrct vW#r TrapTdang. Raclaayldar TOPlrrieng. Racl.9Jar TopTdang. Re11-111 TiaprImog. 11=94r Traprta.ng. newn901ar TrµJrda". cc
6x3. L.".0 L.Aing Leading Laadn9 LoWlsg Loading Lnad+p Leafing loa6g Iaadvg Loading Wdiog La6daq Loafing loadirp Lore'ng Loadng Lardap Rys
Alum.Tube 9 'E.. '� 'E.. ., E P fi t;.. S '�`: .5.. '�.. :t •H dr,. 'Ji" .. .S '� 8 f., -e '9.. q •E,. £
Mullion a �>� a ;a e€ s �� a 2�. eL tt �$ A� s e� a a€ ;€ a �� a a nAx 3• g€ a� aa� �• ap a
u 1u� u u ci u u u_ u ugg u u u" as ag ai Su u u u a u u u S o u u'g u u= u u S g Lp
5•� L 5 5•$ g'Go- W
zo
`1 121n 170.0 620 1T0.0 435 170.0 144 170.0 470 170.0 M I70.0 505 170.0 902 170.0 619 170.0 1H6 170.0 621 170.0 1240 170.0 521 1780 1480 110.0 521 170.0 1736 170.0 621 110.a 1983 1T0.0 62f
W
4a in 170.0 T08 170.0 624 I
050 170.0 664 17o. 992 170A 630 170.0 1133 170.0 661 170.0 1216 110.0 J12
0.0 /417 fro.0 beg 170.0 1700 170A 180 }7D,0 f9B7 1M.0 680 1T0.0 2267 1TOA 600 8
in
%GnIn 110.0 TV 170.0 60 896 170.0 631 110,0 1ga6 170,0 604 110.0 Ills 110.0 723 170.0 1346 1M.0 0.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170A 756 11" 2391 170.0 756 rL p
64{n 170.0 797 17D.0 Sit %ii 1".D 691 170.0 tilt 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 0.0 1594 170.0 658 1710 1913 170.0 861 170.0 2231 170.0 "1 160.2 2403 170.0 e61 co
co p
6o 1n 1T0.0 Bt5 170.0 701 1063 170.0 797 170.0 1240 170.0 ere 170.0 MIT 170.0 941 110.0 15N 9MA 0.0 1771 170.0 1033 170.0 212b 110.a 1053 11E7 2163 170.0 f063 129.0 2163 170A t067 m
631n 170.0 9M ty 74S ilia 170.0 860 170.0 1302 170.0 240 170.0 1408 110.0 1015 VDA 1673 170.0 0.0 1859 170.0 1122 tSEe 2060 170.0 110 114.6 2090 1700 tilt 117-1 2060 U0.0 tilt W
fib in 110.0 974 110.0 Tag 1169 110.0 903 170.0 ISM 170.0 1002 170.0 1550 170.0 lost 170.0 1753 170.0 0.0 1948 17010 1210 143.0 1966 I= 1276 1226 1966 I70.0 1286 7D1.2 1566 170.0 1288
Z >>
J 721n 170.0 100 170.0 978 1275 170.0 fOD9 17D.D MOB 170.0 1126 I7a.0 1700 170.0 1228 154,E 1T31 110.0 8J 1771 169.E 1386 116.6 1771 15E9 1764 39.1 1734 160A 1752 Ba.l 1734 1602 1752 g ,ppZ
0 761n 170.0 1122 170A 937 1345 170.0 tOBO 160.5 1556 170,0 1M9 11TA 1556 165.2 1285 131.1 1558 1515 V.8 1656 111.7 1261 9E7 7566 17e.3 12t9 812 1556 122.7 1N9 T3.T 1556 121.2 1216 , 6�
78In 170.0 1151 170A 967 1781 170.0 Ills 155.9 1477 169.3 1245 136A 14TT 152.0 1224 121.2 U77 139.1 9.1 f07 129.5 1191 90.9 1477 11E9 IM9 77.9 1477 1103 1158 5E2 1477 109.3 1156 Q 901n N2.0 1110 116A D86 1110 123.9 968 10.6 Ilia 107.9 9$1 80-6 ilia 96.3 936 78.9 Ilia 07.5 L0 1110 8a7 910 69.2 1110 713 891 50.1 ilia 556 670 44A Ilia 627 870 z (q Q N p
961n 117.0 976 120.3 072 975 101-S 656 83.6 975 11.3 11, 732 976 7E6 B29 66.1 976 11.2 81T 6a5 975 66A e01 J1.1 976 51A 769 41.e 975 52.3 776 3E6 975 49.3 117 Qx1001n 822 771 01.0 696 771 M.7 6B5 d8.7 771 fi7.7 b7J 5/.1 771 b1.3 664 453 771 49.0 6E5 41.1 711 J49 64T 31.3 771 399 6>2 29,/ 771 35.0 621 35.7 711 32A
111 in 75.i T30 71.7 661 63.1 770 65A 650 U.1 730 56.3 610 41.3 730 49.9 631 42.1 730 46.0 622 3T.9 730 41.1 614 MA 73a 75A 600 21.9 730 319 $69 2].7 T39 29.6 68I W c+f
1201n b9.9 67A 61.0 669 49.9 624 b12 560 42.0 624 44.3 552 37S 6TA 39.2 rd1 37.3 624 35.3 631 M.0 624 322 b31 26.0 624 9.7 6t9 3fA a24 24,6 S09 18.7 62/ 22.5 W1 X
171
tl{in 7d.7 J73 95.1 400 2E9 433 29A 395 2A.8 433 26.1 390 21.7 433 22.4 J85 tau 433 20.0 3B1 iT.7 177 182 311 (� N Q O O
0. Z
TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: mE�a
AnehorCapecity Tobin Cbt) - ANCHOR CAP.,•,,,,,,,
stawc 2.lxawde adkccm. NdSON(afu F1Deacau PT OW MQeI (DP,)%( >=ANCHOR CAP,,,,
6116•Elco 110 9S Eko 511C Eico VT SS Ef 0f0 filed 912 SW 012 SIMI MULLION CAP.,,,,,„a,
Anchorcup P81te7n4 AxFK 3'1B'EIco UBracm v4•EtcoUNacorl UBracon 3'16•ETco tAtaadn ve IXOVOmcon A00MGdel Uelactn A99MGdor Bsen(G5)Stwo(GS) ScreN(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Sage aaarce pnl 1• 2-V7 I• 2-ur 34ir I- I 2-Ur 1• 2-vr r 3.17t" 2- 1 oAe• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emo:dnenl n 144, Iae Pala• Iale r 1-v4• 1 1-114' 141 1-ve 1.114• 1.11r z ta'e• foe• rases ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnctWs 9 .75'M IL O.C.I Standwd a 0110 CV09,11 99a Me 990 Ws 4aD 8)s 000 M t 0s 27010s 2B0 one 354 0n 74Dno 37410s 664 Von915 MG341 Ws 442 ma we en OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arch0rs�I.,-Mot r-ISlawm(rr0fltd)C9p 91132j 480 tos 7lpIX tllA WA WA 141A 380 Its WA WA NIA WA WA 682Ws 80 nn 1120 ws CAPACITY(FROM THE TABLE)OF THE SELECTED
%- .i` 4AM10-07MV-0.r- ArpkClps/tRg ek 78010s Teo®9 f60 cs 15MMs 189611)s Slow 560Its, WA 7601D5 748 Ds Sa00n 189210s 68201 6858n 112D to MULLION.IT WILL YIELD A'MINIMUM ANCHOR
4AMMIs 00.5e MN.0.0.7-u p,N1o.100•Alun(Fi04) NIA WA N!A WA N!A WA WA WA WA NIA WA WA NIA WA 1267Von CAPACITY WHICH MAY BE USED TO QUALIFY
1 AreMrr FCap(Rg ST 11b lhs 186108 225 gn 446IM $22 MA 136IDs 140N6 171fos B70IM 1870n 332 ols 478ae 1701Ds 2211ts 2B0 ICI ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancro�s l)11.fa Mtn O.CI FC1lp a6T 2101as 350 Ds NTA WA NIA NIA IOD Ws WA WA WA WA WA 34lbs 442 as r60 an ANCHOR CAPACITY TABLE. PRODCTt
UC RVISBD
aeomPVIgwirl.
1.260' Building, a
FIGURE I: FIGURE 2. TABLE NOTES: Acceplancd NO
Bxp, on Da10 �2)
i • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
BY
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI Dale Product
11f III11/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE
FIGURE 3: 3.94' ���:''10E14SLt'•.FfI
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,� �•
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pip•68705
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -- L D
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824' --
_,-_ _ _ • 6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRACE 33 AND
__). �n'•.!'CUR10p:.•'
-1 .045'THICK(IS GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL i�iS' •••• C�'�`
- ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (��C�)M ni..G;,`�
010 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25•%3.94'X.624' - - A.LT1Vf4 MILLER,P.E.
MULLION FL P.E.A 58705
TABLE 12A
Mullion Capacity Table IbsR)
Opaning Wldlh(forvert cely9pervifg millions)or Opening Height(tor hofixontoly-spewing mdllons)
60In 6014 701n 601n 001n 1001. 1201n 140In Min
Rectangular TreplTdmg. Ractengu.r Treprefang. Raft owar TrepRlen9. Reclengieaz Treryrden8. Reclenowar TtwTdanp, ReclangLi TrtpOtang. RxtangW Trapillf.", Rectangular TnpMang. Ract•npdm TeprtdanD.
2x4x.26 LntSq Loe&q Losdi<g Loading toodng Loadng Lotting Loading $Vocang Loafing Lcadnge tcaAng $Looting Loading Leafing loadn9 Loading Loading n
Alum Tube
Mullion t�
g 5� ° 0 ff N. 6� @� -1,
@ DD
11
42in f70.0 620 170.0 435 170.0 744 t70,0 473 170.01 BBB 170.0 600 1170.01 992 170.0 619 170.01 1116 170.0 1 621 170.0 1240 170.0 521 170.0 A88 170.0 521 170.0 t735 170.0 621 MO 1983 170.01 d2t O
48h 170.0 708 I70.0 524 170.0 830 170.0 664 170.0 902 170.0 670 170.0 1133 170.0 001 /70.0 1216 170.0 gtt 170.0 Nil 170.0 680 170.0 170D 170.0 I1B6 170,0 1883 170.0 Bf10 170.0 2287 170.0 080
60.0251n 1TOA 747 170.0 563 170,0 896 170.0 631 170.0 1048 170.0 W4 170A 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170A '758 1Too ITO W0.0 756 170.0 2092 i70.0 768 170.0 2391 170.0 118
g a 0
64h 170.0 797 170.0 612 170.0 996 170.0 891 170.0 1118 170.0 784 170.0 1276 170.0 80 7T0.0 1431 170.0 677 170.0 i694 170.0 056 17Q.0 1913 170A 881 170.0 2231 170.0 661 170.0 265D 170.0 861 '�
6oln 170.0 685 170.0 701 f70.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 D44 170.0 I594 170.0 898 170.0 1tt1 170.0 1033 170.0 2126 170A tOBI 1T0,0 2/7B 170.0 1083 iBOA 2860 170.0 1067
to
67 to 170.0 930 W0.0 745 170A Me 170.0 450 170.0 13CZ t70.O 04D 170.0 1404 170.0 I016 170.0 1073 170.0 1070 170.0 1859 170.0 1122 170.0 2231 00.0 1109 168.7 2853 00.0 1171 145.9 25M Into 1171 J
661n 170.0 074 170.0 760 170.0 1159 D0.0 003 170.0 1364 170.0 1002 170.0 150 170.0 100 170,Q I753 170.0 1165 170.0 1946 170.0 1210 17MO 2338 170.0 1276 151.8 2437 170.0 1256 132.0 2437 170.0 1288
7
721. 170.0 f083 170.0 878 170.0 /276 170.0 1009 170.0 1466 170.0 1120 170.0 1700 110.0 1226 1T0.0 1913 17D.0 1316 170.0 2125 170.0 1387 US.g 2101 170.0 i4B6 124.E 2I86 17p,D 1520 109.2 2164 170,0 1570 2
y 781n 170.0 1122 170.0 237 170.0 13W 170.0 1060 170.0 1670 170.0 1209 170.0 1794 170,0 1322 165.1 IWO 170.0 U21 140.6. 1960 170.0 1505 123,0 1980 16t.8 1545 ID8.1 1260 154.0 1535 9L9 1060 182.7 1531 ' � YS
EL
'Z 781n t70.0 1161 170.0 967 170.0 1381 170.0 fi16 170.0 i6f1 170.0 1250 I70.0 1842 170.0 IN9 f52.7 1861 170.0 1474 137.4 1081 163.1 16M 114.5 1561 147.3 1473 08.2 1661 139,E 1459 05.9 1861 137.6 %54 Q 888 Z�
901n 170.0 132a 170.0 1144 144.1 13BB IWO 12is 127.8 t398 136.0 1195 ILIA 1396 12tA 1179 89.4 098 110.2 1162 l9.5 1398 fOLB 1147 74.5 1394 89.8 1122 03A 1398 82.7 NOB 610 U96 70.0 fo86 1Zz� _j �Q
Do In 147A 1229 W.5 1098 122.9 1220 12TA 1079 105.3 1229 10.2 f081 9T. 1720 88.8 tON 81.D 1229 80.8 1020 73.7 1220 82A 1018 6I.4 1229 72.2 993 62.7 122E 65.8 077 46.1 1229 67.1 967
fOBh 103.5 971 105.6 877 86.3 971 88.0 862 74.0 971 tt2 549 64.7 071 68.4 037 57.6 971 61.8 626 51.8 971 6S6 616 43.1 071 40.0 708 37,0 071 /4.0 702 32.4 W1 /0.8 tt1
xO
III In 95.4 010 97.3 532 79.6 919 81.9 g10 60.1 019 70.0 BOB 69. 919 629 794 53.0 919 69.7 784 47.7 BI9 61.6 774 30.7 019 44.a 760 34.1 Dig 40.2 742 29.0 019 31.1 732 .�i
120 In 76.6 786 76.8 710 62A 766 64.5 705 53.9 760 65.a 695 47.2 788 49A 608 41.0 768 44.4 67T 3T.7 786 40.5 666 31.6 786 34.9 653 2T.Q 788 3I.0 641 23.8 760 28.4 $31 x
}
49/ 2 548 19A 48 ~. x144 In 43.7 5 44.2 604 384 408 31.2 1. 8 4 ' ?0
N
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z
AnchorCe achyTable(Ibs) it
ANCHOR CAP.,,„,,,,,, D. �LaY mtr
660tVa10 2.7k corcrue 15%Cant. MoOma UeU FOea CMU PTWotd Metal (DI;,,)X( }.=ANCHOR CAP.,,,
&IT Cto 114'SS Eke&IC Eko Ur SS BTbo Oil)Me"
a12 Staet Al2 Staff MULLION CAP.,,,,,,,,,
AtttlwrTypc 911P Efto UAfaon 1Ir EK0UVaeon 311C FJco Wrdcm v4'EKOVOnton
MehorCllpPUlema uWacon agprecaor uWazm awtaGaor Srrelr(cb)screx(OS) S1rer(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edwaslameo 1• 2-uz I f• 2-1121 sve 1• 2-vr 1• 2-vr z 3.1ir r 0AW 0.64• o.32/' CAPACITY REQUIRED'CORRESPONDING TO AN
EMUM(tt n) 1314' I-W4- I-W4• I-TC 2• 144' i-t r 1414• 1414- 1414• 1.114• r I-&a, I-Te• vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anct 64.76'Mino.a f Sl•Man oroa1 CBp(Fg.027 W099 3W Me 450Jet MIN 160ffi 270 gas 280 ba 364 Ibs 7401to 3741ba 684Wt 046 we 3t1 In 44225 moWS OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archon 02.68-Mae O.C.I SlendaM W fxhe5 COP(no.31 740Ibs 740 Me 63D lbb 1485 toy 1424 bs NIA 500 to NfA 005 im NIA BBO Ito WA 682Ws BOSbe 112D= CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Arctwrs®1.7YMh O.C.IStadmrd(or 17lf1el)CIP Me d) 6851ba 0501 768 Me 19461ts NIA MIA 705 R• WA 790@5 NIA WA WA 1022 os 13N gas Isgofba MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AMtM 03-Uln,04.1 215ATOe clips I(Ha 0 780 bs 7 mobs Zee Its 1OD6 be o 5wis MIA 760 Its 74B Ws 890Its IBM Us 682 bs aSsMe 112025 CAPACITY WHICH MAY BE USED TO QUALIFY
t 6Amhm 0r Min.OZ.1(7)215 Argle Cups I(Fig.% 11701W 1170Wa 10201bs 2M its 2844 bs 81 640Ws MIA 1140MO 1122W5 IND iba 1 2MM 10221bt U27 gas I6e0 Mo ADDITIONAL ANCHOR OPTIONS FROM THE
`__�f 3Arclwo®7.31'MYL O,C.IUC1p.0do.123'MUS(Fg 4 NIA IVA HIA WA WA NIA WA NIA WA WA WA WA NTA WA 073 ANCHOR CAPACITY TABLE
BAmron630.64•Mh r U4:lp,Inb.178 Man.tFp eT NIA ILIA NIA WA Nrq NIA WA NIA WA HrA WA WA WA WA 21 bs PRODUCT'REVISED
2 AMMn®2ti, O.C,r up
(Rg 9y 3704A, 370 we MS 7431bt 712 to NIA 280 Wt NIA 34B(bs WA 1401b9 WA 311W 4429a 660)tn as complying lvilh ibO Fltaida
3grcrcrs a 1.71•Mtn O.a1 Na (Fig. 443 We 626In 379 Ins 973It5 NIA N/A 953 Ds WA None NIA WA WA 611 gas 6W Oc BID Ibe Building Colo
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pcxptulcoNo IG-o218.p$
�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. t9lpimff Data
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ry
TABLE NOTES: 2.00D' Mi thole Product Con
• • • • • • 1II111111r///
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS,
\\��,�$)`a�• I A��((
FIGURE 5: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND7OR OPENING WIDTHS IS ALLOWABLE. .1. ,•;c
• • • • .260' 4.000' � 'i:r No.�87U5/
LION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR
CT
• • • • � THELOC FI FIELD
FOLLOWING DIMENSIONALESTRICTIIONS SHOWN ON HEETS DIMENSIONS,
FIGURES HOW SUGGESTED,APPROXIMATE HOLE -O
f ATE Or
_ FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :�/+'•.,.A7,ORIO .,••
•• (FIGURES SE _. _ (CMU)SHALL CONFORM 3-ASTM GTS AND E WOOD SHALL BE PRM OF.125* ESSURE-TREATED STEEL
STUD YELLOW SOUTHERN PINE WITH AN SG OF 0.65. "1," ...........
l�'
• •• • MU T BE N PAIRS. GAUGE).STRD ALUMINUM UCTURAL URAL LL BE STEEL TO BE AT LEASTU 25-THICK AND A36TALL ANCHORS INTO MDS TO BE A INIMUM ETAL SHALL EXTEND AT LEAST 3 SCREW Y X 4'X.25'MULLION ��lt�/()(J n�;IG .
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18•8 S.S.OR 410 S.S. A.LYt�N MILLER,P.E. _
FL P.E.#58705
TABLE13A
Mullion Capitally Tablo IbaRt2 • � +
Opening VWdth(for vedicakMicar nlrtg millions)arOp•nlne Ho10ht(for horizorlo*spemirg millions) J
SON 60In TO In BON Oct" 100111 I201. 140N 160in
ReclenONar T1eplTderp. Reclandar TrepRdanB. Rectangular .11r."allg. Reelancul if Treptfden9. Redwgular T7apadalg. R40.Ndar TreprrlanB. RealanBWer Tropmteo. Radaga4r Trcp/7Mnn. Reetairwar Twit � o
2x8x.26 Loadnp LODdn9 Loadn9 L•adn0 loednp Loedlg Loednp Loadn9 Loading Loafing Load" Loading LoftLoading Lowing Leading Lc6dnB InednB ppa
Alum.Tube 2,
a.. -moo .. D .. -to aF.-. aMullion
b
to
q 5 1 1 1 H z
42In 170.0 820 170.0 435 1T00 1 744 17a.0 478 170.0 868 170.0 508 170.0 9B2 170.0 519 170.0 HIS 170.0 621 170,0 1240 170.01 521 170.0 1480 170.0 521 170.0 1735 170.0 621 170.0 10113 1TO.0 621 I-
�` 49 In 170.01 708 170.0 524 170.1) a60 170.0 534 170.0 SM 170.0 e30 170.0 1133 170.0 601 170.0 1276 1TOA 677 170.0 1417 170,0 680 170.0 1700 170A 680 170.0 1880 170.0 680 170.0 2207 170.0 6W J W
$0.425In 170.0 1 747 170.0 683 170.0 US 170.0 431 170.0 1046 1 170.0 684 170.0 11051 170.0 723 170.0 1345 170.0 747 1Ta.0 1494 170.0 756 170.0 1793 170.0 750 1170.01 20M 170.0 756 170.0 2391 170,0 758 g Of 8
S4 N 170.01 797 170.0 612 170.0 958 170.0 091 170.0 1116 1170.0 764 170.0 1275 1110.0 803 170.0 -1434 170.0 837 170.0 1694 170.0 BSO 170.0 f813 IMO Sol 170.0 2231 170.0 601 170.0 25W INN WI LLI �� 0
SON 170.0 BB6 170.0 701 170.0 1003 INN 707 170.0 1240 170.0 878 170.0 141] 170.0 044 170.0 1694 170.0 ON 170.0 1771 170.0 103J 1170.01 2125 170.0 lim 110.0 2470 170.0 1083 170.0 2533 170.0 1063 �
N
83M 170.0 930 110.0 TO 170.0 1116 170.0 650 170.0 1302 170.0 WO 170.0 1488 1 170.0 1 1015 170.0 1473 170.0 1078 170.0 1859 170.0 1122 170.0 2211 110.0 ties 170.0 2603 MOSS 1171 170.0 2975 170.0 1171 J
Bain 170.0 974 170.0 76D 170.0 1169 170.0 W3 170.0 1364 170.0 1002 170.0 tSSa 1700 1068 170.0 t753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 t7d.0 1215 170.0 2727 f70.0 1286 170.0 3f 17 f70.0 1285 7
72in 170.0 1D63 170.0 818 170.0 1276 170.0 1009 170.0 1455 17MO 1120 INN 1700 170.0 1228 170.0 10131 170.0 1315 170.01 21251 170.0 1357 170.0 2550 170.0 14M 170.0 2075 170.0 1520 170.0 3400 170.0 1530 ,�`�
781. 170.0 1122 1TO.0 937 170.D 1340 170.0 1080 170.0 1570 170.0 1209 170.0 1794 OILS 1322 170.0 2010 170.0 1421 170.0 2743 170.0 INS 170.0 2692 170.0 162s 170.0 3140 170.0 1694 170.0 3W9 170.0 1705 a OZ
3 7B In 170.0 1 1161 1700 1 087 110.0 1351 170.0 111$ 170.0 1611 170.0 1250 170,0 1842 170.0 f389 970.0 2072 170.0 1471 170.0 2302 170.0 1581 170.0 2783 170,0 1700 170.0 322J f70.0 1777 170.0 3687 170.0 1788 •" 1
J
got. 172E 170.0 11N 170.0 1594 1M.0 1326 170.0 IBSB 170A 1498 170.0 2125 170.0 1853 1T0.0 2I91 170.0 1703 170.0 285E 170.0 1818 170.0 3188 170.0 2125 /56.0 74I3 1T0.0 7273 136.5 3413 1T0.0 2361 Q1117 170.0 1232 170.0 POO 170.0 14U 170.0 1953 170.0 1622 170.0 2267 170.0 1704 VO-0 2550 170.0 1052 170.0 2033 170.0 2095 160.0 M99 170.0 233a 131.1 3160 168.6 2470 120.0 3100 160.1 2423 O159/ 1T0.0 N09 /70,0 ISO 170.0 tO47 170.0 Wf 170.0 1870 170.0 2550 170,0 2018 181.8 Z761 f70.0 2271 118.3 2781 f81.9 23,ri f238 2781 140.4 2281 105.0 2761 125.9 2234 Irt] 2781 116.0 2190 1830 1T0,0 1451 170.0 1BBS 110.0 1700 170.0 22n3 170.0 1032 170.0 2821 170.0 2149 151.$ 2932 102.3 2245 136.5 2e02 148.4 2216 I13.0 2832 128.4Z
28J2 f15.1 2128 85.4 2832 ID6.3 2088 x �1771 170,0 1558 170.0 2125 170.0 1659 154A 2252 159.8 1881 U5.1 2252 i4L4 1884 120.1 2252 127.2 1S30 100.1 2252 I16.1 1916 00.1 2252 98.a 2252 8@9 i83B B7A 2252 6... 1608(SB1 128,8 1445 t0{.3 15B1 108.1 1425 08.4 1581 81b IID7 78.2 1694 50,7 1380 6&5 1584 M.3 1373 82.6 1684 85.7 1350 521 1so 58.0 1584 40.2 1305 39.1 15U M.4 1263 Q LV 2 N
9
TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: � ## �o
Anchor Co ael Table ba AN CHORCAP,,,,,,,,,
9ubalmlo: 2.71 Camrda 3.Sk Conn. Ratow U FWed CMU PT Wood Melel (DP-)X( } ANCHOR CAP.,,
51iW Eko t/4'8S Eko 6/16'Etc. IW SS Eko Ma stetl b129leN x126feN MULLION CAP.,_,-.
Andarlype: 9nB'Ekro Uluacon 1/1•Eko Unrecan ��� 311e'Eko Ullreaan v4•Eko Nlrecon AO9reGelor IBtrecon AgWaGalor S-(05)Sc-(135) Sa (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor Clip Patterns
Edge Ohleneo(in): 1- 2•Ir 1• 2.11r 3.1f0• 1' 2-12• r 2.112' r 3-far 2' 0.45• Osd• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment On): 1-314• 1.31V Iar4• faro• r 1-tiv 1.1/4• 1 1.1/4' 1 1414• 1.1141 1.114• r IarB• iate' mile. ACTUAL PRESSURE REQUIREMENT FOR THE
2 AncIgre 04.7S MIm O.C,r Steadied of Oeae(CQp(Fy,162Y 392 bs 3GO 03 4500s 89ODa 1644too WSW 2801b3 354&s 740 He, 314 The 684)be 946 De 361 ft 44276a 01bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AKhae 04.6r Min.O.C.I St.ndard(or00ae0 Clip(FIB.4 780lbs 7801. 900 be 1700 too 3232 No SID 0a 560lba 700 lbs 1460It. 748164 12721b4 ISM[be 6821ba 685 toe If20 Ds CAPACITY(FROM THE TABLE)OF THE SELECTED
S Arphora®1.71'M9L 0.c/81sIM••d(or0fae0apff1n.4). 118DIbs 14001bo f010Da 259S lbs WA WA 9401be WA 1065[be WA NJA WA 1363Ns 1770to 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anehom03'Min.O.C.I(2)2.5 Arpla CIO I ft.5). 7606» 760Ibe 0801. 16600,11 189611s $401. 500 m4 WA 7601. 7481m 68011as 1892Iba 8821be 6851tn It2O Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
/ aAnchore 0 X&In O.O/12)215A1,016 Olpe I(Fig.ek 156Olba ISM We L13001bo 3120 W. 37921ba 1 1060 Ds 112011,5 WA 1520lbs 14W kat 1 17601be 37841be 1363 is 1770 Ds 2240 0s ADDITIONAL ANCHOR OPTIONS FROM THE
-nr 12 Alphas dD l.S'h9n,0.C.1t2)2r5Anple C5PsIft-?L 16801ba 2f001bs %40toe 37901be WA WA 13201. WA 1500 too WA WA WA 2045 bs 26541os 3580168 ANCHOR CAPACITY TABLE. PRODUCT'fiBV1S0D 4 AnoOas®f.3/'Min.O,O-IBClp,hto.12W Min.(RO.Bk WA WA WA WA WA WA WA WA WA WA WA WA WA N7A 1d301o4
8 WE 0 0.64'Wn,O.C.Mato.hto.125'Alum.(FIB.9): WA WA WA WA WA WA WA WA WA WA WA WA WA N7A 28811ba m Complyby with go FlOtidll
2 A.WaIM 4.08'Min.O.C/F-Op(Flo.tOk JOO Iba 380 Da 4a00a 690 ms 16161ba 2T0 ibe 2801ba 3S41ba 7400s J741be 6'1610a (N816e 311 Re M213e 660 Da I^�2.000••-�{ Buildhtg Code
4 AnWras®1.71'Mh.O.Cl F•Cip(FIB,11k 590 Ace 7001ba 605Da 12081b. WA WA 4701bs WA 330Ih WA WA WA 682 fee 665lb. 11201ba Acceptance IV01(o-oZla•O$
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ,250 zl�nl'
Gate ODS1
TABLE NOTES: m F odut'
FIGURE 1: FIGURE 2: • FIGURE 3: • :GORE 4: • FIGURE 8: FIGURES'.:GURE 10: .IGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ���.• �,1Ct=NSf '•.'D %
• • .• • 8.00 I. °t .I4
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS `i;: I.lo 56T05• • • • • -He
.• L- fl • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURES: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE - :,�• e, y b , 7• • • • ! • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '• a ((/�
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �I CJ�•;.•
• .• •. _ _ - - - • • • MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125' ( •-.t. ..••
1
THICK.STEEL STUDS TO BE.A MINIMUM GRADE 33 AND.045•THICK 18 GAUGE).STRUCTURAL STEEL TO �C)N f,1
• • • • • • • • USED IN BE AT LEAST.125.THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ;'V PAINS. 2'X6'X.25• ,A.LYffRlrfi i!L R;P.E.
THREADS BEYOND THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#50705
TABLE 14A -
Mullion Capacity Table Ibs/lls �yn 9re
Opening Wldth(forveNcaW-spardgmWons)orOpeningHelpht(for hmf2onteVy-spardngmWons) ® ^It
501n 60N 701. 801n DON lwin 120In 1401n imin 9 O
Ratatpuln ltaprTdaro. R.oW G dar TtarManp. R.Mam lar TrepfTdarg. Roclonouler Tf.Wflaro. Rul ngulw TMPITdaro. RecteMdIar TwgTBanD. A%twgAa3 heprhl4rq. ReUanpuNr TrapRdenD. Reelenputy TrepRdenD. o
1.28••x2A1" LoadND Inadro L.W-M Loa6N8 [nadW L..Z Lo5Sro LoadM Loadtro Laedig Loadln0 bw6v IAidlrg Loss'd Loaarp L.adpj t4wgro Loalarg
x.12W1 Alum
Tube Mull
I if 1 1 o €m
4214 144.21 828 167.0 428 12021 We 148.9 419 101.01 526 13fl8 414 90.1 INA 134.0 411 80.1 We 134.1 411 721 520 134.1 411 MI 1 08 1134.1 411 51.6 1 626 134.1 411 461 628 1341 411
40 In 96.e 403 108.0 333 815 403 64.7 325 410 403 88A 3W W4 403 81.4 317 531 4W 79.1 316 4a3 403 7fle 314 403 403 78.0 314 301 4D3 78.0 314 30.2 403 70.0 314 J W
60-8261n 823 38'1 91-0 301 68.8 382 7&3 294 6fla 361 71.8 289 61.6 382 67.2 288 46,7 382 04.e 284 4i2 302 618 283 343 362 615 283 21W 302 63.5 20 26.7 362 M5 2e3 � D'� co)
541n 07.8 318 74.1 2111 66.5 318 64.2 281 4fl5 318 $7.7 256 424 318 616 253 37.7 310 60.8 250 33.9 318 49.6 249 28.3 318 49.1 248 24.2 318 49.1 246 21.2 310 49.1 248 0 0
60N 49.6 2W 53.1 219 41.2 258 45.7 214 a%3 268 4D.7 210 30.8 258 37.2 207 27.6 258 34.9 204 24.1 258 314 203 20.6 258 322 201 17.7 258 32.2 201 %6 250 322 201 rn (q
3 83N 42.7 234 4S0 200 35.0 234 39.1 195 30.5 234 347 192 28.7 234 31.0 189 23.7 234 29A 180 21.4 234 28.0 184 17.0 234 29.0 163 15,3 234 288 183 114 234 20.5 183 111
7E 69 In 37.2 213 39.4 183 31.0 213 33.7 179 216 213 29.0 178 23.2 213 27.0 173 248 213 25.1 110 iS6 213 T37 169 1S6 213 22.2 167 13,3 213 220 168 11.8 219 21.0 186 Z �•.'. �4
721n 2fle 178 30.1 165 210 179 2b.e 162 ZOA 179 72.6 148 17.9 778 20.3 147 15D 178 18.7 745 J E
76N 24.3 181 25.4 140 20.3 181 21.6 137 1r. 181 10.0 135 16.2 •181 17.0 133 � ��. Z
78N 22.5 152 23-6 133 t68 t82 18.9 t31 1H1 152 17.5 128 Q M
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchcrCa achy TableQba) Q x•Z o
C , ,,,, __ H o}}r-
stmlrata zn cmcn:te 95k Car. tlolbe'cMu Fmed CMU PT Woos Mdd (DP„q)X ANCHOR AP
ANCHOR CAP.,,,,, (A r-
ArchorlypC 976'Elco U0aw1 1/P E1co UNazw1 Nt6•Ek° 3f16•EItoUrracon 1r4•EOUIEw. 1/rssoto Srt6•Eko U4•SSEko plosttd a12Slml #12 mW MULLION CAP.,.,.,,,,,,
AnehorCllpPettamD U4r4Cm A90ecatw LnUmon A{pmOdw Sc"(G5)8uw.5) suem USE THIS FORMULATOOBTAINTHE'ANCHOR K
EMaDISIwseMk 1' 2-tir 1• ztrr 3-Ur 1• 2-vr r 2•ur r s-va• r OAr 0.64• 0.32r CAPACITY REQUIRED'CORRESPONDINGTOAN N
Emoe0nelt faro• farr Carr lair r 1-itr 1•vr 1-11r t-v4• 1-ur t•vr r 1.3'8• lara v31es ACTUAL PRESSURE REQUIREMENT FOR THE U 04 Q
4ArcrOS 7 JfL0.G.I(Z)2c5fkMM-CVps1Q:1;ly 760113 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O
CAPACITY(FROM THE TABLE)OF THE SELECTED O. �,� in
_ MULLION.IT WILL YIELD A MINIMUM ANCHOR �O
CAPACITY WHICH MAY BE USED TO QUALIFY � �'
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
f �1 TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 286'
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f" f REOUCT REVISM-
w toroplylnd with aw 1%Imib
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Buildelg Colo
FIGURE 1: I At0ep1en0014o* 021a.of
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 9xpit dfan DigZjM 11,p$�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2A 16' Dy
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade Moded'
ANGLE CLIP MUST BE USED IN PAIRS. II 125' 1 t 1 1 I 1 11
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE AMINIMUM OF.125' I :��U•"J(;ENSr F'P
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26-X 2.11'X.126'MULLION +` �;' •;C'
LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL.FIN MULLION) =1`.: No,50705
THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. _
-D�•.a• Kr�gl�b �"-
A.LYAIN3ti111111},P.E.
FL P.EA 68705
TABLE 15A ® W
Mullion Capitally Table Ib•f1t2 w
Opening V ldlh(tor verfira*spamirg mu lions)orOponing Haight(for hrnizcds*spardrg mi lions)
501n Win 701n a0 in 901n 100h 120 u1 140 in twin •1ygu4 p
RmIAIWJar Trnp7da19. ReclengwAy TWd-a. Recmngulm "WT4erg. Rect4n0Uttt Tmpmlmg Ro4lenow Tmpnden0, Roote�guler hepnd-xi- Ree4n0War TreprR-w- 11.0tuaAar Ttep/Idnq. Reclan�W. TtWT6.0. �ad F-
316'30 Ia4dn0 Wedn9 LoednSgO Ieedno LoadnO L-Ing Lmdng Leadng Lnadmg Loadng Lmdn. Lmbg LSafty LoadnO LadnO L"aha I.oa v Leadn oY i
DEG.AL
BAY MULL � �� •� �.. ��' � � � � � � � � � �' � � E �� � 8 � UB 3 m
5 t7 6 g• 6 6 6 6 61 if if I if
6 6 6rng
12in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 WO 170.0 092 Woo 510 170.0 1118 170.0 821 170.0 1240 170.0 a21 170.0 1488 Pat 621 170,0 1738 170.0 $21 149A 1740 170.0 621 J W
l 461n 170.0 70a 170.0 624 170.0 WO 170.0 5M 170.0 BB2 170.0 630 IT" 1133 170.0 Wi t70.0 1275 170.0 077 170.0 1N7 170.0 680 1522 1622 170.0 680 130.6 162'2 170.0 680 t142 1622 170.0 680 a =
SCIA25In 170.0 747 170.0 563 170.0 W 170.0 831 170.0 INS 17AD ON 170.0 1106 170a 723 t70.0 1345 170.D 747 1842 W43 170.0 756 136.0 1443 170.0 756 117.3 1443 iT0.0 768 1026 1443 110.0 ISO W O
641. 170.0 797 170.0 M2 110.0 068 170.0 89t 170.0 1110 i7kO 764 170.0 1275 170.0 803 160.4 1353 170.0 a37 144.3 1337 17o0 ON 120.3 1353 170.0 861 103.1 1353 PDA 861 00.2 1350 i70.0 Wi coco� N
601n 17QO 685 17MO 701 170,0 1063 170.0 797 1B7.0 1218 170.0 aTa fiat /218 170.0 9N 129.8 1210 1585 WB 1185 1218 18Z1 82A 07.4 1216 74B.1 91J 83,6 12t8 148.1 9f3 7J.f 1218 14&1 013 1- 8
93 In I7o.0 930 174.0 744 170.0 1118 179.0 850 160.2 1150 168.8 W3 131A 1164 153.0 014 110.0 1160 141.9 098 105.1 1160 134.2 885 67.6 1150 128.7 871 75.1 1160 126.2 870 65.7 1150 126.2 670 d
Wtn 110.0 974 170.0 780 162A 1048 165.8 Sal 130.8 1048 145.6 $84 114.3 1048 133.1 650 101.0 104E 123.4 NO 91.4 1043 110.6 030 76.2 104a 109A 821 65.3 IWO 105.2 Ws STA 1048 1D8.2 BIB ?
72 in 140.5 4W 147.9 764 IVA a60 128.0 T40 100.8 650 1105 T34 60.0 a80 100.0 722 78.2 8B0 92.0 712 70.4 8W 56.2 703 50.7 OW 78.2 493 60.3 E60 78.6 8a8 44.0 a30 78A 689US
s 78 N 118.7 790 1251 690 99.8 7W 100.4 676 85.5 700 93.3 W3 74.8 790 $3.9 652 66.6 700 78.9 643 59.9 700 71.7 035 49.0 790 85.1 024p212495
8 A 910 37.4 700 61.5 817 ¢ 5m
'$a 781. 110.0 7W 1165 657 029 760 e8.1 BN 78.1 760 85.9 672 BB.2 760 77.1 811 81S 760 70.8 612 55.4 7W 85.7 SOS 462 760 69.4 $81 682 588 34.8 750 66.5 58S Z Q Q
so in 721 663 74.4 600 80,1 583 82.9 491 61.8 5W 64,6 463 46.1 563 4aA 475 40.1 667 N.4 {88 3U.t 6W 4oA 482 30.0 687 3B2 452 33.3 445 22.6 663 31A 442 Q m,gZ 0
Wt. $9.4 495 B1.1 443 49.5 495 51.6 435 4L4 405 44.0 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 493 332 409 24.0 405 29.1 400 28,6 394 19.6 495 25.0 3" U) � Q�eT1081n 41.7 394 {28 35J 34.8 391 35.0 348 2B,B 391 31.1 312 28.1 39f 27.6 337 232 391 2{.0 JJ3 20.9 391 22.8 328 17.4 J01 1g.7 321 t7.6 316 -
111 N !30A
4 3T030.2 33a SZO 3T0 3J.0 330 27.9 370 28.6 325 24.0 3TO 25.3 320 VA 370 2L8 398 19.2 370 20.9 312 16.0 370 18.1 305 d' Q N 52
120 in 3f7 30.9 260 26.0 J17 28.0 284 21.7 317 22.5 280 19.0 317 19.8 276 10.9 317 17.9 2731N In .6 220 IT.$ 203 O,a z
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
�m�
An horCapaeltv Table Obs)
ANCHOR
eubstmte 2.7kC-nefe 3.6XOW4. Wow FINWCMU PT Wood Metal (DP,•)X( )=ANCHORCAP.a,
tVid'Eko 114•SS Eko S/Ir Elm 1/{'Sa Elcb MIO Steel 012 Steel 812 Sled MULLION
AnchorTyp¢ 3118•Ekowuaeon 114•Eko Ulumm W w. vie*�aUlumoO w•Eko Ullmem AOpe(taIM Unman A m0atm 8cmf7 t15)Bemwla5) Sum(05 USE THIS FORMULA TO OBTAIN THE•ANCHOR
AnchorCllP Patleme � I )
Edge Whma pn)• I 2-irr I• 2-vr 3.11r r 2.112• 1• 1 2-10• r 3•11er r 0.411• 0.5r 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emba"ml ft. 1,VV farr 1-V4• j f-3/4• r 12
P 1-1d1• f-w• 1•L7• I-VP I•w• r I-yr tare• 31uws ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctwa Q 5.Mm O.C.T(2)215Ar&Caps/(Fig.fy 390 bs 3w ms 450 bs ago bs 170D 6m 270 ms 2B0 me 354 be 1401ba 37 1be 720 tm 946Ibs 341ws 4421bo 580 ba OPENING•WHEN IT IS LOWER THAN THE MULLION
4 AnchmQ33-Km O.C.1(2)115 A1011 Clips 10;4-2, 700 ma 7801as 7901m 16701ba 2325 R. 540 ma 560Ms WA It20am -a- 6801bs 1892 ma 682 bs 8651bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anch m 40 Z7f'86a O.C./(2)215 Angle Crpa I(Fig.3y 112016a 1120IW MS IM 2246 bs 2254 bs WA 84O MS WA 10591ba ruA. 1326 ma wA 1022 W 1327 tm t880IM MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCTREVISED
FIGURE 1: m complying whh the FlWa9
TABLE NOTES: Building Code
A.Oeptance No ifrOxl$•p3
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pimtfat Data ROZJ
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. M1 Dadelmducl
FIGURE 2: _
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125•-- � \,l LY ' Alit, 1",�
• • • • - HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• .�ti�.•'10ENSt; '••��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250'
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED "
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' '�j�•� I ry �u
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY ~' r o'�
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION %3) STATE c 'C
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. /. •.,PI,ORIOP• a�
ANGLE CLIP(FIGURES 1-3)MUSTBEUSED IN PAIRS: �•31t�```
A.L11NN MIUl! R,P.E.
FL P.E.#58705
+
TABLE16A
Mu(((on Capsafty T6bl#Ibse)
Oponing Width(for ter8ralh7.3parrifg lnteions)or0p4nfng Holght(for hofiwdaRY-sparring rnflfiofs) C g�
60 in 50In 701n 80In 901n too in 120in 1401n INN
Recfenpflwr Trwp7day. Reclow'iw TNptlAeng. Roc13n ulm TrWTdsng. RaclvWu ThplTdenO. R4c14ngAer TraprillmV. Reclengdsr Tmp7derp. Rsclangular Trep7Aen0. Recten0lda TrepRdeng, Reclenguler 1)ep?dan9. d .
3.2r 46 Loading. Lowing Loading Loading Lading Loaning LaodnO Laf9 Loading Lowing Ln41q Loading Loa lm badrg Loaft Ladn9 7aW5f lowing yr
DEO.AL
BAY MULL �" (ie' r3� c3 �• gg g ^
AlI I � NN
421n 170.0 02g 170.0 435 170.0 7H RQO 478 170.0 688 170.0 506 170.0 092 170.0 510 170.0 1110 170.0 521 iTOA f210 170.0 521 170.0 f168 170,0 S21 170.0 1735 1T0.0 621 180.3 1071 170.0 tRl
� J W
4 In Van 703 170A 624 t70.0 8N 170.0 SH 170.0 092 170.0 630 170.0 1133 Vao 601 170.0 1216 170.0 877 17o.0 1417 170.0 eN 183.7 1837 170.0 680 t40.3 1637 170.0 No 122.e la37 170.0 No g N
SO.B25N 170.0 747 vao 583 flan 898 170.0 83f 170.0 1048 170.0 W4 110.0 fill$ 170a 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 128.1 165Z 170.0 750 110.4 1552 170.0 756 W $
$4N i70.0 7e7 170.0 612 170.0 OSB 170.0 691 110.0 1116 170.0 764 110.0 1275 170.0 803 170.0 1434 170.0 air 1552 1455 170.0 856 120.3 t455 Val) Ni IWO 1455 170.D 061 97.0 1455 170.0 661 ill M f-
BON 170.0 685 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 870 167.1 1300 170.0 9H 139.7 INg 170.0 BHa 125.7 iWO III&S 994 104.8 t309 07.1 9M 80.8 f300 157.1 9M 7A6 f309 15b1 962 j=-
83N 170.0 930 f7a0 745 170.0 111$ 170.0 650 192.9 1247 VRO No 142.6 1247 184.6 s83 120.7 1247 162.6 965 114.0 1247 144.3 052 05.0 t247 128.2 gag 51.4 1247 135.7 935 71.3 1247 I35.7 035
W
Win 170.0 974 110.0 760 170.0 1100 170.0 9M 148.4 1190 Will9% INA 11DO 147.9 045 115.4 1190 108.S 926 103.0 1120 128.4 914 Na I1g0 119.5 098 74.2 1100 116.1 $93 64.9 1100 118.1 893 Z Cn zz �yry�
= 721n 151A tD10 169,8 877 134.7 1010 1H.0 659 116A f010 127.2 0/2 101.0 1010 114A a26 80.0 1010 105.E 817 NA 1010 Bd.9 807 87.9 1010 N.0 795 67.7 1010 07.D. 790 N.5 1W0 8L7 7BB ? _ ]{ Z
s MN 137A QOB 143.0 7M 111.5 009 12t0 775 08.1 QOB 107.1 781 89.8 808 98.2 740 703 000 882 738 88.7 808 023 729 57.5 008 74.7 718 48.1 000 71.2 710 42.9 008 70.0 70e ¢ .-•
f 781n 127.1 881 132.5 754 105.9 NI 1/2.5 738 00.8 88t 98A 725 79.4 Nf 80.5 713 7Q6 681 81A 703 63.8 Nt 75A OBI 53.0 Nt 85.1 e81 ISA 6Bf 84.5 Bl6 39.7 N1 83.7 6l2
so In 02.T 818 1 65.4 514 65.0 &B 72.1 W4 59.1 M6 02.0 554 51.1 810 66.1 $45 40.0 046 .50.0 53T 41A 648 470 530 34.5 818 41.5 $19 29.6 N6 382 511 25.0 848 36.5 50T ¢ lT) Z
A8 N BB.Z 6B8 70.1 508 58,8 S88 69.1 Ogg 45.7 SW MA 491 12.6 568 45.8 403 37.0 SW 41.4 470 34.1 588 38.1 470 28.4 N8 33A 459 24.3 658 30.6 452 21.3 60 26.7 447
108 In H9 19,9 405 39.9 449 41.2 399 342 1 449 35.7 303 29.9 HO 31.7 381 XG 449 28.0 362 23,9 Ng 28.1 377 20.0 410 22.7 368 1I.1 H9 20.4 361 15.0 HO 10.D 358 W (� o
tit In44A 425 45.0 385 38.0 425 37.0 370 31.5 426 32.8 37332
27.8 125 20,1 387 24.6 42d 262 3M 22.1 125 24.0 35D /9./ {26 20.7 350 15.8 425 18.0 343 0 N to
12DN 349 3a1 35.5 331 20.1 364 28.8 320 21.0 3B4 25.8 321 2t.e 384 228 317 t0.4 304 20.8 713 17.5 354 1e.7 30B Q ¢ Cl) O
iH In 202 253 20.4 233 16A 253 1 17.1 230 z
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
a
AnchorCaacl Table b6 ANCHORCAP.,eo
Sualmla: 2.7k cd tele 3.6k Oom. WM CIdU FA.dCW PTWwd Mww (DP•„)X ANCHOR CAP.,,,
5116'Eon 114 63 Eko 5116•Eko 1N•s8 Eko 810 steel 012 Steal 112 Steel MULLION CAP.,,,,,,,,
Anchor ClipPatterna ivi7rF°' 3ltB•EkoUlbe.a tl4•ElcoUuecm Uoaon 3115'ElcoUlOxon• IN•EkoUOreca AW.Gotor Ullown AggmMla s."(0)sa w(D5) saew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge DGknce(Ny 1• I 2-tir I P 2.12• 3.115' I. 242' I. 2-tr! 21 3418' 2• 0.48• 0.54' 0.35 CAPACITY REQUIRED•CORRESPONDING TO AN
Embedmml(tnf 1*114• t-3+4' 1 taro• f-Y4' 2' t-mv 14N' 1.114, 1.114• 1.114' 1.11• 2• ta18' 14V rG*s ACTUAL PRESSURE REQUIREMENT FOR THE
zAnslnre 4D 5•Lun.o.c.+(2)2a5 aw1w ay.I D=q.t7 390 roe 3wo ms 4sg 6a ego 9n nao taw 210 W 260ISa 354 ws 14O M3 37416e 72o i5s e/a cos se115s 442 ms aH9 us OPENING,WHEN IT IS LOWER THAN'TF(E MULLION
4 Archaa H3.5•Mfn.O.G/(2)hDAnp1w C.1(FIg.2k JNLbt 7N87S 780 pf tB7D)bw a52s1w slG ms 3601a WA n2a 1a J4a uw Beo u>s 1BD21a 682 Bxi 051be 11201b5 CAPACITY(FROM THE TABLE)OF THE SELECTED
! ` BAnehae 02.71'W D.C.I t2)2c6Ange OWS!(Fig. 1120 is 1120Ibe 8581be 2218Ia 225/0w WA 840 Ms NIA 1059Ibs WA 1320 Rw WA 1022 M 1327 Ws I880165 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. j PRODUCT REVISED
FIGURE 1: of v-plying with W Rondo
TABLE NOTES: Amplmng 16.45Z1$,63
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ea Un lon Dal. ?A2I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B
Y
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE MimiProduct
t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1.YNN
HOLES TO BE DRILLED IN THE FIELD APPROXIMATE
HOLE
DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45• p.,. ......,.�!
` �` N '••fit i
o di o di FIGURES SHOW SUGGESTED.APPROXIMATEHOLELOCATIONS. a;•'�lG�' SF
c:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' = i.La,%j'105
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
di di YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-75AND BE A MINIMUM OF.125' u 0�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE)•STRUCTURAL STEEL TO BEAT 45.8AY -U �, ( �-
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '�3 X,C.OF L..'
THE MATERAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 41D S.S. '-�/�•'•..F7.D(UO;". XC `
ANGLE CLIP(FIGURES 1-3)MUST BE USED 84 PAIRS.
A.LYNT7)lNU4NR. .E.
FL P.E.#58705
1.Doo° r --� 1.000• �- r1.o62�� 740• g
.0113'Ir J .386' ¢ +4
.082' I 125' --I(-.125' � a
438•
082'•-
4.000' 4.000' r
c!
. III
4,000•
I 12Y STANDARD I o�
2.625' 2000' 8063-T6 TB ALUM. 2.126• 2000' 2X5 ANGLE CLIP a'
_1•�r• X-SECTION U-CLIP 6063-TOALUM,
6083-TB ALUM X-SECTION ,126• N
.125' .12V .125' i_ X-SECTION Na 10
.031'� TI- O N ,((0
.125'J
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
.125 J DASHED BOUNDARY.SEE SHEETS SKI)FOR THE j =
t' .375' J55' 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
DO
HOLE DIAMETER ANCHOR DIAMETER r 111W. In O
1"X4'X.12Y 1'X4'X.376' 1"X4'X.375' 5.600' DO Z M
MULLION MULLION 'T•-MULLION CUY HERETO 5.000' 375' Q (O J
8083.78 ALUM. BD63-76 ALUM. 6063•76 ALUM. 3.125' -.375'
XSECTION X-SECTION XSECTION •376' _ �,_CREAILRONEE174 MIN. z J
MIN. DETAILF,9HEETd ED y
1.250` .375• 2 111 p1 •LU
r-----'---I I r---------1 CENTER OF r----^---- -------'---�1- .375'
n25O' 1.250' I 1 I MUS LU
T E WITHIN I MlNR HOLE . 0. Z
I I 1 I I THE DASHED
I I I1 BOUNDARY.SEE I I Z
2.875' '"--') T - --4 _ E SHEETS 5.20 FOR F I__ ___ 1 Q z _Z .o
I I I I I THEANCHORO.C. 7 I F g
3.94' i I I I 1 F 1 DISTANCE
MAXIMUM 1 I z I Ao r
3. 3.250' I I I I I ANCHOR HOLE I LU Y Y
LI I I I I DIAMETER: I I F J m (0
ANCHOR L-'--------------------j
00' .100' .100" L ____-_J L-___-__J DIAMETER-Vi6". L) Z Q.100' 2X5 ANGLE CLIP.624' 824' rC STANDARD CLIP U-CUP 6063-T6 ALUM.�_L ,_J- 6063•TS ALUM 6083-TSALUM. TOPVIEW7 Z.EIHT��.iRTTHE ASHED HOLE MUST LIE TOPVIEW TOPVIEW
.820' Fr -�I.020' I --i.820• F^ T THE DASHED BOUNDARY,SEE
1.25'X 325'X.100' 1.25'X 3.25X.624' 125'X 3.94•X.824' SHEETS S-20 FOR THE ANCHOR D.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dimension Voluo(In)f For Mullion: Dimension Value(Inji For Mullion:
6005•16ALUM. BW5-T5ALUM. 6005-TSALUM. DIAMETER ANCHOR DIAMETER+1/16'. F 3.66 1 X4'X F .938 125' 3.25'
X•SECTION XSECTION XSECTION G 1.DDO .125' G 0.600 X.824•
H 2680 Aluminum H T436 Aluminum
1 3.000 Tube Mullion 1 3.250 Tube Mullion
`t 2.681' I ` •126. .375• .375' F 3.187 T X4'X F 2825 12X.24-
_ 1.37T"� .12` .41f./1.877' I MIN. G 0.757 .375' G 1.125 X.824`-
�___ ___� H 2430 Allenlnum H 1.500 Aluminum -7.CJ)UCI-REVISED
I I I 1 3.000 Tube&°T I 3.250 TUDe Mullion m=119ying wilt sire Flurf"
I I I 1 I F 2250 1.25'X3.2Y F 2.813 30'Ba Mull Building Code
.125' I I 1 I I I G 0.760 X.100' F 2,876 45•Be Mull Aeeeplancc Na
I I I I H 1.500 Aluminum E pima 1�Pro��
.125" 45' 2.250• I ! I 3.260 TWO Muglon30' I I I H ) Mi Dada
3250'45•BAY MULLION 3.250' I I I 1 TABLE D
30'BAY Ml1LL10N _ 8D63T8
_ ALUM. I • 1 � . Mull Dimension
imen on POT Part0
TIO _'•JA�'�';.�'••�..\�• <r to A
�l
Ctt e)�
C6083-TBALUM X-SECTION (ebootN) Mullion Sid.CUP otbatCllp U-Clip Angle Clip ...... /�
6516M � •'•CWSE
5MI
1'X4'X.125(10) 89364 68111M 6861122M 688241M 86X-SECTION OFFSETCUP 77,
:)U
r
.125' 6083-Te ALUM. 1'X4X,376•(11) 6661g 60112M 66112M 686242M 666 r)707IG • TIu, 0 1.
.228'j •226"T TOPVIEW 1'X4•X.375•'T (11) 6%63 6WI12M VA1123M UN242M W
740`
NOTES: 1.2V X3.25'X,100•(13) 2018D 6881127M 6661124M SW2410M 6666511M 6125M 66641 JM
1.25"X3.25'X.624(14) 201
61
1)HOLES TO BEDRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ONTHISSHEET- 1.26'X3.9 X.824-(15) 20162 6661117M 8Wi126M 868241M 666517M w'
30 Degree 19) Owl) WA WA WA 86851IOM '�.C` ''•...... . �C'J
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. .-. - - __! _ __ ( �:��'S` •• G<
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - 46 Degree(20) _ _ 88850 WA WA WA 6885111M ) S((
- a LNN R1*E.
FL P.E. 58705
TABLE E �
Mull Dimension POT Pad# xa
(sheet#) Mullion Bid.Clip U-Clip Angie Clip ++II r" .125' -- —.12V 1 y C! XSQ
2"X4"X.25"(16) 68602 666261M 666271M 6665112M
2"X6'X.25"(17) . 00604 666262M 668272M 8665113M STANDARD CLIP I U-CUP I 2X5ANGLECLIP a
2 000' 6063-T6 ALUM. 6083-T6 ALUM. 6003-T6 ALUM.
NOTES:
XSEC710N 2.125' I X-SECTION 2.000" X-SECTION
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING
.125, I .125' .125' •a Co
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7nZN N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS. . {'-'1.490'"--'-I 0
�)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.4fi 0 ? _
3.500' of
CUTHERE TO 5.000' � co P$ V)
� � SEE DETAIL LIP, -375' W pO O
2.000' .375" C I_SEE DETAILF, •375" rE MIN. m Z M ~
MIN. r SHEET4 MIN. '375" J O (D ,-
F N j
i-------- I i f---------------------1 Z ILA m
I I ? Q
4.000
3AW �- + 3A3W jr
.2s0• -1---- ----I- ----------, o
2'X4'X.25"
MULLION I I I 3A38' 1 I O z N
8063-T6 ALUM. I I r a g0}�
X-SECTION i i I L
,375 zL- ------ -- --- -----^-J L---------------------� MIN. W O
..-._-. J U1 (q
�- STANDARD CLIP 2X5 ANGLE CLIP C) ' Q 3
U-CLIP,8063-TB ALUM. a O O CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. CENTEROFANCHOR HOLE MUST LIE 6003 TB ALUM. Z
• 0' WITHINTHE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2'X4"MULLION.SHEET IB Q g co V)
7OPVIEW WITHW THE DASHED BOUNDARY.SEE TOPVIEW $ w'O
SHEETS 5-20FOR THEANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. � �p' ,�
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST.LIE DISTANCE.MAXIMUM ANCHOR HOLE it
DIAMETER:ANCHOR DEWETER+1116'. WITHIN THE DASHED BOUNDARY.SEE D1AME7ER:ANCHOR DIAMETER+1?16'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116'. 5.000,
375, 3.500— CREATE F-CLIP. ,375'
SEEOE4 F. ,+ •
- - MIN. r-SEEET4 MIN. Q FFF+++---975"
MIN.
3T5•
1 I I
i I I 1 r-RUOUCI•REVISED
I i as complying with dig FiaJ&
I I Building Coda
I 1 I 1 I Aceplm,ce No)�o-O�1$•O�
Pimlion Dale Q071
1 I
.250" 8.000' -j—- -r-. __..i - 4.688• ^E —t— - 5.438' +—-—-—-—-I MI lrodueC
I I 1\}till 111
5.438' I 5.438"
2'XB'X.25 oG
-
MlAL10N
0D63-T6ALUM. I I i t I it:• No,S8705 '�(
X-SECTION
--
- `---------- - -- -- L------------- -� . - 1 '
•. 1
-------- MIN -v : lit- N
s1A'U r• :'4/-
} •.
._ ,2W STANDARD CUP U-CUP 2XSANGLE CLIP i
-` - 6063•T6 ALUM. _- - - .-- _ 6063-T6 ALUM. 6083-T6ALUM. �i S/
VIEW USED FOR 2"X 6"MULLION.SHEET I7 - - - - TOPVIEW Ili IvAl-
TOP \\A�
TOPVIEW A.A9 h11fL'A,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES ADESIGN PRESSURE OF+60.01.60.0 PSF. �u
NOANCHORS IN HEAD 1)INITIALLY ASSUMING THATA 1'WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32+32+1'=65',REFERENCING SHEET 25,THE COLUMN USING a N
—"-' RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED x
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE 4•'SEE �+
FENESTRATION DETAILS, FROM TABLE 3A,SHEET?,THE 1'X2.75'X.375'MULLION(LENGTH=72'.OPENING WIDTH-70*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS W58.3 PSF AND WOULD 19f$
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION, n A:3f
APPROVAL 2.3 oY tt
FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72,OPENING WIDTH=7W)HAS ADES(GN PRESSURE OF W 72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d
MIJ7 r N -- _ OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF636 LBS. N
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 � •m 4 r ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N ft1—S
DE2 3 iAELB, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OFMULUONS OR FENESTRATION PRODUCTS,WILL W
SHEETS APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ _
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. W
�L
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 036 LBS.ALTERNATIVELY, Ill C3 O
O ANCH321 ORS
SIIN-WINDOW
SI L--�I( THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF: m � N
—I{—MULL WIDTH I 638 LBS �+ J
(60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48)
PEMNG WIDTH 72.7 PSF
z m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.31W.THE OPENING REQUIRES
DESIGN PRESSURE OF+50.0%55.0 PSF. Z
.�—
FOR THE VERTICAL MULLION:
1)INITIALLY ASSUMING THAT A I•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 321+72'+I'-105'AND THE OPENING WIDTH IS 36'+3S'+1'=731.REFERENCING SHEET 25, 4 2
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.318'AND WILL in 00 tdp b
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+5D.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 1n Tod
MULL WIDTH FROM TABLE 3A,SHEET 7,THE I•X 2.75-X MS'MULLION(LENGTH-108',OPENING WIDTH=BIT)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF Ix a V`1J
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, F=
FROM TABLE 12A,SHEET IS,THE 2'X 4-X.250'MULLION(LENGTH=108'.OPENING WIDTH=ST)HAS A DESIGN PRESSURE OF+/•64.7 PSF WHICH EXCEEDS THE REQUIREMENTS b 2 N
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m
6EE DETAILS, g �fow
32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3G'+36'+2'=74-.NOT 73'AS PREVIOUSLY
PRODUCTS 2.3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL �— THE 73'DIMENSION(35- 2'+35-12'+2'=73'}
l
' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL I CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION — USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS ATAN EDGE O(STANC@ OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER.AND
LENGTH ^E BEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS.
g DETAILS, DETAIL E,
'• ! OPENING SHEETS24 SHEET FOR THE HORIZONTAL MULLIONS:
1 HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X 25VMULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HoRm MULLION TYPE COULD BE CHOSEN.
MU LLION T PRODUCT REVISED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE nv cenlplyi with P10cida
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION LE 42%OPENING HEIGHT=120 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Building C e
(@NGTH- NIN
Acccplen0e N0
16.02)$.Og
SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B pvnl{on Data 4AZJ
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' II
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Mimn Dodo hodUq'
(4)3(16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF I"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED t 11 I!1!1
ANCHOR CAPACITY OF 521 LBS. \�\�p�\^(I NIV"4,, j"/
36',HORIZ. 3B',HORIZ. rt*,.• �•
FAULL LENGTH MULL LENGTH 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR � ��,. �\CCNS�'•,`gyp
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE '•,�;
-OPENING WIDTH FORVERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. I40.63705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: p� I
,,�+/-64.7 PSF FROM THE VERTICAL MULLION; 1 . (Y+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU: I!D �OW+1-170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ) IE U' ,U
-- THE LOWEST DESIGN PRESSURE I8+/•64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS- i I'..'
VERIFY
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION I"
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE IN ST_A_LLED IN A.LYA MILLER,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - - - FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOMALTRIANGULAR LOADING:
I PW PW c a
0
PW I ^o=
_ d
_ m
SHIDH SHIDH SHIDH SWDH I pW PW N IN bm
ZO It c CD
CD
w �L
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / j N
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
f HINGED
DOOR = 7
SGD ?
I LOADING OF VERTICAL MULLION = �zt1
W� Z
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q s{
zz
PW 2 rL Q rn o
_ F Z
� o
. ./_. ....... - i PW P PIN a Z �� �
1 PW
Q
F/A
SHIDH SHIDH
4/H/OH / / 1 SHlDH Z
/� _tj k
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j HR /
PW PW _
`1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
PIA
HINGED I NOTES:
,RMUCT REVISED
Pw PIN
DOOR _ .._:_-: .... j as mmOlyuig idU�thcPbrtEa
I 1)DRAWINGS ARE Building Coda
i RERESENTATIONS OF TYPICAL Acoeplmx No .0
j — PW CONFIGURATIONS. In'll Ose $O )
I PW - CONFIGURATIONS NOT SHOWN U
O MAY BE HOSE SHOWNPOLATED FROM Mimi hoduct
2)IF THE LOADING TYPE CANNOT 0
��0 GYNPIN N
S\� I BE DETERMINED,USE ,� ��Oj,.•••••• •.;�lF �f
v 1 RECTANGULAR LOADING. 1 ',�.:' \CEIJSE •.•
PIN
PW I / 3)SEE PRODUCTS'APPROVAL FOR r�:' No.50705 ••.��
j ACTUAL ANCHOR LOCATIONS. -
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION C] / _D,•�•- l 6 LY,::
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED ' WITH INTERSECTING HORIZONTAL MULLIONS I t I?1
TLOF
SGD
�)
LOADING OF VERTICAL LOADING OF HORIZONTAL - AA•YNf'AftRj A E.
MULLION MULLION FL P.£.#b8705