HomeMy WebLinkAboutNOA - ALUMINUM TUBE MULLIONSMIAMI•DADE MIAMI-DADS COUNTY
' 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
NOTICE OF ACCEPTANCE (NOA) www.miemidade.eov/eeonomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (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
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant 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.
NOA No.16-02-18.03
U " Expiration Date: May 26, 2021
fii f Approval Date: April 14 2016
File Copy Page 1
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 05105111, 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 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
Mills, z y ?i ler, P.E.
D.
de Department of Re latory and Economic Resources (RER).
0 Approved as corrected
This review Is only for 9mral conformance
with the design concept of the project and
general Wnpliano with the information given
In the Contract Documents. Corrections or
comments mask on the shop drawings during
this review do ttot relieve Contractor from
compliance With the requirements of the plans
and specifications. Approval of a specific item
shall not include approval of an assembly of
which the item is a component. Contractor is
responsible for dimensions to be confirmed
and correlated at the jobsite: information that
pertains solely to the fabrication processes or to
the means, methods, techniques; sequences
and procedures of construction: coordination of
the Work of all trades: and for performing all
work in safe and satisfactory manner. .
E-1
Manue" Pledlffez, P.E.
Product Cont of aminer
NOA No. 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
Date".". -f By,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h 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 POT 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.
Manuel P.E.
Product Contr l miner
NOA No. 0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING WIDTH FORVERTICAL MULL —
MULLIONS
/ -� GEE DETAILS
1 "'GJi
SHEETS 2.3
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR2X WOOD BUCKS IF USED.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTOSE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
REOTANGUTAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP.
I T
SEE DETAILS I
ATHRUG:\SEE DETAILS
SHEETS2a I 1 ATHRUG;
I; / SHEETS 23
VE6. HEIGHT
MULL FOR
LENGTH HORIZONTAL
SEE DETAIL E. MULL
811EfT3
NI FENESTRATION
PRODUCTS MAY
BEOFANYTYPE.
MUST BE
MANUFACTURED
III BYPOT.
"SEE DETAILS
HORD:OWAL LA-D,G.H:
MULL SHEETS 2a
LENGTH HORIZONTAL
MULL
LENGTH
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1SO. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACOWAGGRE eATOR NONS
0) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON•IMPACTAPPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT•APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPIN AND OPENING
WIDTHIHEGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL F--NNO OPEWIDTH--1 I—HORIZ. MULL LENGTH- j
LENGTH i I I 'j� d
OPENING - r
HEIGHT
FOR
NEIGH T ` LENGTH r r M ILL HMULL MULL
L P I L LEND
TH
LOPEMNOWIDTH
SINGLE MULLION SINGLE MULLION FORv9RTIcaLMULL
O ERn WIDTH
FORVFLiTICALMULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSUAF&PA NDS•2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2010
•AISI-St OO-07IS2.2010
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT "SIM FOR THE OPENING USING THE ASCE•7STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULARRRAPEZOIDAU.
GENERALNOTES ...... ------ 1
'INSTRUCTIONS..........1
ELEVATIONS......._......__..__...., 1
MULL TO 2X WOOD,...._._,_..._..... 2
MULL TO UL & MIISGNRY_,.-._.. 2
INSTALLATION NCITES.__...Y.__ 2
MULL TO MASONRY.._._...._.._... 3
MULL TO STEEL STUD._._._...,. 3
MULL TO MULL.....__...._...._.... 3
ANCHORSPECS....._.....-...--_.- 3
ALTERNATATE CLIPS..__._.__._..4
SAY MULL INSTALLATION__._..._..4
1 X 2 X A25 MULL SFECS_......._.6
1 X 2 X .375 MULL SPECS....__ 6
1 X Z75 X.376 MULL SPECS__ I
1 X 235 X.55 MULL SPECS..._..--8
1 X 3.126 X ZOO MULL SPECS-_-9
1 X 4 X A25 MULL SPECS..-..........10
1 X 4 X .376 TUBE MULL SPECS... 11
1 X 4 X.376 T MULL SPECS_._.11
125 X 3.18S X.285 MULL SPFCS_12
.6X326X.100 MULLSPEOS__13
1.25 X 125 X.624 MULL SPECS....14
125 X 3.94 X.624 MULL SPECS-15
2 X 4 X.25 MULL SPECS_....__...16
2 X 0 X25 MULL SPECS_.__.._ 17
126 X 2.11 X.126 MULL SPECS.-18
so'X 3.21G DAY MULL SPECS.._-_ Hd
45' X 3.26 BAY MULL SPECS_- 20
MULLION &CLIP DIMENSIONS__ 21.23
EXAMPLES 1 & 2.._._...-...._-.._..24
LOADING EXI WPLES__-_»_.-..25
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT'1 FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, UBWG m
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (BSIFT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REOUIREMENT (LBSIFV) FOR THE OPENING OBTAINED IN A
STEP 1). 1
E)
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WIN DLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
8) FROM THE ANCHOR CAPACITY(LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHORISUBSTRATEANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IFTHE MULLION CAPACITY 0 BS/F7'f OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PREIN REOUIREMENT(LBSIFT'1 FOR THE
OPENING, YOU MAY USETHE -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWERANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LOS") FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFT21 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT.
gY
Fla"
,O�q LYNN AO/�e'�i�i
A'l" LLCENSF•'•.F'P
No.5B705 tr
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A LMN,{q }t,RRIP'E.
FL P. 8705
DETAIL A: DETAIL B: MULLION
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X DUCKSTRIP TYP•AILCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY uPER SUBSTRATE
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ATTACHMENT aEET�LEe7&168
SEE NDTE 1,
I j aEB
ULLION I SHEET I.
I I SHEETS 'a b I �KSIEDGE
EITNERTHE . ° I I3 FORHOLE .d I I CONCRETE OR CMU' •: •• I pLgT/��.
STANDARD .° I OCATIONS •e I. I .1 F-----^FSEE SEE TABLES
OFFSET MULL ° EDGEEWEDISTAHCE 10.16BCLIPMAYBE I DISTANCE ': ° I FOR MASONRY
INSTALLED BY FORWOOI I ANCHORS
THIS METHOD. 4 °. SCREWS 66•MAx FOR
a °4 ° I I I SIDE VIEW
.. ° .q ALL MULLICNS ° 4• ,
' ERHEILTHE
• a e 4 ; ' ° ° STANDARD
4 ° CUP NAY tE
4 ° 4.d ' EXTERIOR a ° TM g DevO
a' 4 4.
FOR ° ed
a MASONRY a
a THE OFFSETCIIP IS ANCHORS
RECOMMENDED FOR a.
EXTERIOR ° 4' °° WI! OFINWS�BAAETlIAY
ALSO BE USED FOR 4
OTHER FRAME TYPES.
`
TYP. ANCHOR
TYP. ANCHOR
TYP. ANCHOR
PER SUBSTRATE,
PER SUBSTRATE,
SEE TABLES 1B•168
PERSUBSTRATE,
BEE TABLES 18.168
SEE TABLES 10-16B
Z;DISTANC.SBUCKSTRIP
EDGEIEND
ES
10.168
AND
ATTACHMENT
BUCKSTRIP
• • 'yy BY OTHERS,
•,
AND
ATTACNMEM
EMBEDMENT'' •' }•..: 6EE NOTE 1,
i
I �' • � . �• A - SHEET
'::..
S rt: BYOTFIERS,
SEE Tel
• r •:: •..
.♦.. ;'•.,,';
.••
... ... .,
•;';,i',:: �'t ,.. •..,';:.
„
' .
.: SHEET 1.
•��'•';.i,
,....
.:'•
MIN 2.7 KSI CONCRETE ORCMU
SIDE VIEW
FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEETS.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMFDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS.
dic
PRODUCTRSVISED
m cmRPlTtn6 (vilh ow Ito"
DU11641S Oode
AUatnl �roduN
I11
o��� X.YNPI
' NO.58705
ai'mF
A. LfNNIMILLEfr, Y.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHERTHE
I TYP, ANCHOR
I PER SUBSTRATE,
STANDARD
,
SEETABLESIB-130
OFFSETMULL
,
CLIPMAYBB
I
, EDGE DISTANCE
INSTALLED BY
1'
I' FORMASONRY
THISMETHOD
I
I' ANCHORS
°
o
° n
EXTERIOR
A.
a
4
°
THEDPFSET CLIPS
EDGE DISTANCE
•'
RECOMMENDED FOR
FOR MASONRY
r.,
FIN+FARED
ANONOR9
`•a
VANOOWS,BUTNAY
-
ALEOBE USED FOR
& J
OTHER FRAME TYPES.
TYP. ANCHOR
.G
/PER SUBSTRATE,
/ 6EETABLE5IB•138
_ d
. Q
TYP. ANCHOR
/—PER SUBSTRATE,
•
BUCKSTRIP
ATTACHC
BYOTHETL4,
AND
SEE TABLES 10435
�, ;•; '•
.......
•�' . •� •I �
.... •
BEE NOTE
SHEET 1.
.. > EDGE
• - - .I, •_DISTANCE
SEETABLES
MIN2.TKSI
CONCRETE GRCMU
MN2,TKSICONCRETEORCMU 19-13D
FRONT VIEW
SIDE VIEW -
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
S) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRYANCHORS.
FRONT VIEW
EXTERIOR
DETAIL E:
MULL ON ��te
N TO MULLION
—o,�
0.12VMIN. INTERSECTION NorEs:
y
(U•CLIP) 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS' 9 b
INTERSECTIONS. I 4
VAI BB 2) MAY BE INSTALLED HORIZONTALLY �Y
l (SHOWN) OR VERTICALLY.
L fV
3)SEE U-CLIPDRAWINGS, SHEETS 21.23 Tf m
TOP VIEW FOR CORRESPONDING MULLION. Z 1 cG
MUWON O
VARIES-f---{ J LU
` B12STEELSCREWS,
SELFORII.LING OR PRE4A LL
MULLION AND USE SMS 111 co03
O OH
o J
MULLION Z T
O �
Z
/ '� 6
Lu CLRI �DTtON
EXTERIOR ¢ Z
H Q N
Q O tl
SEE SHEETS 21.23 FOR g i- ADO HOLE LOCATIONS aj O
FRONT VIEW EDGE
DISTANCE H 7
6EET BLES
0430 (J .Z
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
SEESHEETS ®
21.23 FOR
PRODUCT REVISED
PS complying vAth the Rod&
HOLE
�`. LOCATIONS
Building Coda
Accepmue No --0L�' 63
MULLION ® ®
BpiBlt Date ?+b2)
L
DISTANCE
�rE,A2%WODD
���`AJ( LYNN Aq
,�
FOR STEEL STUDS THINNER THAN SEE TABLES
10 GAAND COMPLIANT WITH THE FL BUILDING
;��•r0�.•\GC.NSF''!F�
DACKER MUSTUSED.ACHMENT BY OTHERS.
= -y:: Na. 5S705
5
USE WOOD ANCHOR SPECS ,SIDE VIEW
NOTES:
—
••' �� �,C�UU�
1) FOR 2X WOOD •BACKED STEEL STUDS, WOOD
sT Eor :
ANCHOR VALUES MAY BE USED.
'r�� FLORAOp •' JG, ��
MULLION TABLES,
i�`S 3/Q)11�1�-
2) SEE CORRESPONDING
FOR QUANTITY OF SCREWS.
��
A.�L'YN 4LEil, P.E.
SHEETS 5-20.
I
FL P.E.# 58705
VKFERIOR
(D
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-E,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATE&
O O
O O
SIDE VIEW
SHOWN WITH I' X 4'X.12V
MULLION
I I
b I
I
AROMULLION CUP I I
ED TO FIT FIELD
LION& 1
I I
I I
1
AUWON I I I
I
L I 1
I
1
STANDARD CLIP TO BE
MODIFIED INFIELD.
EDGE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11- X.125- MULLION.
2) SEE TABLES 19-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL.
ALUM, CMU OR MASOMLY
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
EXTERIOR
U1101 I- .
O O 0 O
TOP VIEW
S'X.125'
MUST BE INSTALLED
INSIDE OF MULL.
I-n wnm[
EOOEO�SGN01U
vvR �•�
O
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
to
30.OR46•
BAY MILL
tO1
O O
O
TOP VIEW
SEE TABLES 15BOR 168
EXTERIOR
2 PER MULLION END. MUST BE
INSTALLED INSEDE OF DAYLIIL
NOTES FOR INSTALLATION OPTION G 3 H:
1) USE 2 ANGLE CLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
a
gz!
PRODUCT REVISED
as complyiog%ilh Iho Ftmkla
Bulldlog Code
Aemplmlm No{G'O'L18• g
Pxpinlion Date �1.6'L�
`'T�`A�.•�1GEWSC' F'Q ��i
-R : TyD. CiAT05
�• � TE :�'. �
,rsgtnn � , .
a Inp{n+, 4687 ' p.E.
FL p.�,# 68705
TABLE 1A
Mullion Capacity Table b
Opening Width ((arv9Nca*apwdngmelons)orOpaning
Haight (for hodwria"pard m(iioln)
$014
80in
701.
60In
80 in
fan
1201n
1401n
f001n
1x2x.126
RaaunyW I
Lc4afq
O4pMan0.
LoaAng
Reehnpel4r
umcbg
7hfpim4lq.
Lae4g
Reel4npaW
Loaft
71spRdarp.
Luang
Reetnpf0r
1.08 0
T1gVidnq.
louAnp
Fiad4rpUu
Lacing
hapRtlenp.
loadn9
R4el4oglN
Waft
Tr4p/msnp.
Lcadrp
R4atuigWr
L-ft
4M¢
Loaft
R4otmpUu
Lowing
Trepll8snp.
loadnp
ReG4ng4n
L4einp
TrepRd4np.
Loodng
a Mu
.Mullionon
if
if
if
111
421n
His
408
129A
332
012
40e
1%5
325
79s
403
107.5
321
69s
406
t04.4
319
e21
400
1a.0
319
65.9
Ia
1a.0
s10
4eA
4a
to4.0
S19
39.0
4a
faA
319
36.0
400
IaA
Nil
481n
74A
312
8.L6
25e
e24
3#
73A
2e2
63.e
312
e7.0
740
16.0
312
632
218
41.e
312
eta
2M
s7.0
312
e1.0
741
31.2
312
e1.0
2N
2e.e
312
01.0
2"
23.4
312
e1.0
214
5OA25In
W.9
281
10.0
234
53.2
gel
61.5
228
436
2a1
65.7
224
39.9
lei
52.1
22i
35.5
281
50.1
220
31.6
28t
49.3
219
25A
281
40.3
219
22.6
281
49.3
219
20.0
281
49.3
Me
g
641,
52A
247
57.5
207
43s
247
49s
2M
37.6
247
44.0
190
3L0
247
41.5
190
29.2
247
39A
1a
2G3
247
30A
193
21.9
247
Saul
193
19.5
247
Al
193
f A
i47
3a.1
193
3
60h
35.4
200
412
170
32.0
200
33.4
166
27.4
200
MA
163
24.0
200
2e9
16D
2L3
200
21.1
159
19.2
200
2&0
157
16.0
200
23A
758
to
631n
33.1
131
30.3
155
27.5
181
30.3
152
23.7
181
20.0
140
20.7
101
24A
140
ta4
till
22.0
144
1"
161
21.7
143
a
een
20.8
ISS
Me
142
24.0
10
20.1
139
20A
165
23.1
138
1&0
155
21.0
134
MW
2L2
134
23.3
120
10.3
IN
19.9
110
16.0
130
17.6
116
Min
IDA
125
19.7
109
18.7
120
I6.0
107
"In
17.6
1 1tS
10.2
1 104
TARI F 1R
Anchor
Ca ael
Toble b9
8oWlmla
2.7t Concrete
3.5m caw.
Hallm CMU
Faed CMU
PT Wand
MNd
AnehorCltpPattema
Amhorrypa
11rEko1604am
111 EkoUesoan
d18'Eko
ulmm
y10'EkoUlraa
t/d'Ekollm4ean
V4.89 Eka
AgpteGetor
der Elao
Uln
114.8SEko
AWnO4W
010814d
Saw1435j
01243W
Senw(OS)
012816t1
BaeM(OSI
Edge, DIU M4 MY
V
2-lir
1'
2.11Y
3•11r
r
2-Vr
11
2.1rr
r
3-Ur
r
OAr
0.54'
0.324•
Embedmml In
}3W'
VvIr
tyr
1414-
r
Mir
I -fir
1.114'
1.114•
1-V4'
t-Ilv
r
1J78'
idle'
raa4
2 Ancham Q4.7V Mn. O.C. 18tmWwd
or011sel Cop(Fkl. tT
390 W4
390 Me
450b
a909w
104406
210 da
260
0a00
740 b1
3141W
664lb3
940It'
341 IN
4421b4
660 rbf
4Anahon 0 MY Mio. O.G l StAnd
rd (of Odell CDP (Fla. U
430 Ws
700 rob
WA
WA
WA
WA
350 Sal
WA
WA
WA
WA
WA
652 2s
6851ba
11201W
4 AnohurS 07 Mh O.C. 1(2) as Anpb Clips I ft 3y
780IW
780W
080 m5
W OW$
18901W
54DOM
560 We
WA
70DW
745 Ms
eeo W4
fe92toa
502b
US 1W
I.2
Anch-0OAYMn. O.O. I ULOp, ble.12Y Alm (Fig. 41.
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
7151W
1 Analwrl FOrp(Fig. 5Y•
195M
1951m
225 ens
445IW
522U
135114
140IW
177 We,
3701W
1eT r.
332lbs
4731W
170 Pon
221104
2601W
2Anchon 1.15•Mn. O.CJ F-ap(Fig. 9t
2406s
SSO Wf
WA
WA
WA
WA
100IW
WA
WA
WA
WA
WA
a1 Oa
M21W
6801a
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE S. FIGURE 6:
TABLE NOTES:
mwwo mmmi r.m.-
'.,"O""`� =ANCHOR CAP.„,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .126• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. N10 & Al2 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S.
PRODUCT RBVISED
4f a mPlying Wingig FlOri&
B 111 Colo
I_" De.
•OZi )
Ex Data
Dy
Miami el'
�YNN
NSE�'•'Q
�K Ho.5�p5 '• ;r
of Z
A. LYNM SR, A%.E.
FL P.E.9 58705
TABLE 2A
Mullion Capacity Table, UbWl
Opening Width (forvard Ily-spamllgm0fon9)orOponingHelght(korh6dratde*3
eMnOmUllons)
6o 0t
OO In
TO In
OO in
coin,
login
120 to
1401n
100In
1x2x.3T5
Raatangulm 1
Lending
Tra"mg.
loading
Rlclangr4u
loading
Twprtdang.
loading
RecInnpulu
Loading
Trsp7T&M,
Loading
Req•npufar
long
TmWM6rt0
Loading
Realm
Landing
7taNT6am.
Loading
Recdano"
L-aft
Tit
Loading
Reciffouwr
Loading
Twpllllang.
Laadag
RecWpWar
Loading I
TwpRdng.
LoodinO
Rrcwnqulm
Loading
Ttapndsng.
Loodirt0
Alum TuboMullion
8�_�_�
_
42In
1740
620
1740
435
151.3
W2
1740
478
129.7
('A2
170.0
608
113.E
802
169.5
816
1049
602
163.8
617
90.8
W2
1680
fill
75.7
682
I60.0
517
61.9
am
1889
Sir
5fl7
602
Ifi80
617
481n
121.6
5o7
1340
410
101A
607
110.2
410
60.9
507
f06.7
403
740
any
1028
309
07.0
607
08AI
397
age
Sol
010
398
60.7
5m
910
39e
43A
507
090
30a
no
Sol
e10
390
so.9261n
103.7
450
1148
370
00.4
46a
89.0
art
xi
46e
90.6
W4
648
45a
US
360
67.6
458
61.3
3S7
St.$
455
840
350
43.2
450
80.0
we
37.0
458
640
368
320
450
a0.0
358
61N
45A
400
BSA
338
7L2
400
B40
400
727
i2
614
400
e1.3
318
17.8
Il0
W.0
315
427
400
82.0
314
3fl8
100
61.8
313
30.5
400
BL8
313
2e7
400
81A
313
{,
601.
02.3
32/
6fl0
27a
61.0
W4
57.6
324
51.2
254
349
324
40.9
260
34.0
324
410
257
WA
324
42.0
255
2fl0
37A
40.5
253
22.2
324
445
253
145
37A
40.5
253
83h
6A8
204
67.4
257
44B
191
482
291
438
241
33.8
794
30.8
237
249
291
37.1
234
2fle
2N
3fi2
233
224
261
37,5
270
182
291
334
233
Ifl8
2N
33.4
230
3
66In
448
260
49.0
230
340
266
42.4
11732t9
268
37.6
221
292
258
341
2%
240
258
31.6
215
23.4
268
29.0
212
19.6
260
20.0
210
18.7
238
27.7
200
14.6
260
27.7
Me
721n
36.0
225
37.9
195
340
225
322
225
28.4
188
22.fi
226
26.6
105
20.0
225
216
182
18.0
225
22.1
100
15.0
225
20.3
177
119
=6
10.6
176
11.3
223
19.8
178
78In
340
202
310
177
2S6
202
27.2
202
23.9
170
19.2
292
21.5
167
17,0
202
19.7
183
1fi3
202
144
1W
128
202
147
180
109
202
15.8
158
0.8
202
lra
150
76In
2fl3
192
20.6
lee
216
102
261
192
22.0
162
17.7
192
19.7
759
1fi7
192
1fl1
15T
142
192
tfl6
166
11.6
192
tS2
16Z
10.1
192
1l4
150
8.9
192
1421N
19.0
l26
15.4
144
ifl1
as m
1fi2
127
1 15.6
113
1.
TABLE 2B
An
harCapachy
TableAlba)
8 1mlo:
2.7k Co"I.
3Ak Cam.
HOW CNN
Filed CM
PT Wood
I Mawl
AnehorCllpPeltOme
ArclarT7po:
3ItYElmUemoon
1/1•EkAUWxan
Sn6'Elw114.88
lnncm
311YElooltraoonR1441UAmcon
Eieo
A90mONa
6/18'Eko
UYacon
/N'88 Eka
A9po0ffior
Mto Steel
Bow(OS)80arv(05)
ff128tee1
9128ted
Bon•(Gal
Edit0lat nt
r
2.1Ir
1•
2-Vr
3-H8'
1•
2•1(r24W
r
3.116•
2•
0.4Y
Qw
4324•
Embedmcnt(in',1.3IPtail'
144'
fal4'
r
1.17P
1-VP
1.11P
1.114'
r
tala•
13w
4*2
2Ant ®4.75'Mm. O.C./Standard
or Offset Cilp(Flo. 1k
390 ms
390 m3
4501at
LW IW
10/40a
270 W3
280 Zb3
740100
3741as
604 me
048Ita
34161
442103
660tr1AAmnas®1.15•
Mil. O.O.I Standard
(erOReO Clip (Flp. 2k
450 bs
700 m3
WA
NIA
NIA
WA
360163
NM
WA
WA
WA
an me
$95 tad
1120IDS
4 An0has 0 3'Mn. 0.C.I R) 235ClIp3I AM 3k
780 D3
TOO M3
WO Rw
15GW 103
18360u
540 b3
580 ma160Ve
74em3
880 Ds
1802 m3
a82 m
ass m3
1120 ms
2 Amltom001 Mb. O.C, 1 U4mp, I01n.12Y Akm.(Fla. 4k
WA
WA
WA
NIA
NIA
WA
WA
WA
WA
WA
WA
WA
NIA
715It's
1 ArcnOf I F-M (Fig. 6k
195 m3
1951ts
225 ma
N5 D+
022ms
133 Ea
140 m3
a
310 and
167 ms
3321as
4791U
1702.
221 W
26D W
2 Amt m A 1.16• Mtn. O.CI Flat)(Fig. 6k
249 ms
350 F3
WA
WA
WA
WA
100 In
WA
NIA
WA
WA
WA
Sst 9n
142.
5'm m3
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
e ANCHOR CAP.,„
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES:
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.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE5: FIGURE&
IN 1[ 11 0 1 1111 • •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT
LEAST .125• THICK AND A3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL f110 6 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
LYNN 4 11"
nn No. W705 7r`
:C5T, 1 F6 IUU,
C9 �
A. L' NN MU4Eti` P.E.
FL P,E.# 58705
TABLE 3A
Mullion Capacity Table bsW
Opening Width porwNcally-spanning
m illam) or Opaning Haight (for horlmNata-spurWlg m Wons)
so In
60MJ7.
70In
6oIn
9010
f00(n
12oh
140 in
160 in
1%2.76X
Rmtwwu
vartded9.
boons
Reculwar
Wang
7 i'ma1g.naum
Lo.Ndignp
T1epwwo
here
Rbdulafm
Leadnp
Tmp7Ta*
Losdnp
Reofsnp dr
W&V
71ep1TNV
Losdep
Redw4dm
Ladnp
Tnp77dmg.
Leaft
Reats.0m
Wang
7epnlisg,
loufnp
ReuanpAw
Wang
Tnprtdan9.
LaaM
ReeWWAr
Lasdn9
onB
-nilm.376
Wang
Alum.
M�bO°
gLoadkg
CIS
�42in
170.0
8M
170.0
435
170.0
7N
170.0
4788MM
170.0
608
170.0
992
170.0
510
170.0
1118
170.0
521
170.0
1240
170.0
521
148.7
13Dt
170.0
52I
127.E
1301
170.0
521
111.6
1301
170.0
62f40M170.0
708
170D
624
170.0
650
170.0
5%992
170.0
030
170.0
113!
170.0
Gal
151.6
1139
170.0
071
138.E
1139
170.0
OU
113.9
flu
170.0
Bea
07.0
1139
1TD.0
1190
BOA
1139
170.0
We
5MG251n
170.0
147
170.0
563
110.0
eN
170.0
a311012
170A
Ba{
146.8
107!
170.0
723
130.0
IM
110.0
7N
117.4
9032
170.0
750
Or.9
I=
170.0
758
519
1032
170.0
7rb
73.4
1032
V0.0
756
Min
170,0
707
170.0
512
f61.3
907
170.0
89f907
164.7
710
120.9
907
162.3
720
107A
007
145.0
714
D0.5
9V
141.1
710
00.6
007
140.0
700
00.1
007
140.0
70J
60.6
NY
1410
709BOM141,116f.0
WS
1f7.8
735
130.3
811735
110.0
699
682
73S
100.2
690
70A
7S5
DB.6
687
70.5
733
95.1
87a
68.0
7J!
01.8
6T4
SOA
T35
818
67{
44.1
735
918
5T4
03In
121.9
ON
130.0
510
101.6
BBb
111.5
667668
90.0
647
782
WE
90.1
53a
67,7
QBe
a3.0
531
60.9
666
79.a
528
50.8
660
75.0
U1
43.5
666
75.6
621
3a.1
6W
75.0
621
For
68h
108.0
607
1124
672
a8,3
60T
98.1
611OG7
03.0
601
68.2
607
77.1
493
60.8
60T
71.5
4B8
63.0
607
81.8
40I
442
607
8].{
478
37A
607
8L7
474
311
607
B2.7
414
.5
72h
81.8
510
852
N3
65.0
510
73.0
43410
W.3
4"
51.0
510
67.9
410
45A
510
53.3
413
40.0
610
50.0
408
34.0
510
45.9
402
202
510
44.4
399
25.5
510
44.3
3"
19 k1
69.4
456
72A
400
57.5
l58
01.7
312
I9A
455
64.1
355
43,4
458
45.0
'37a
38.0
458
MA
373
34.7
455
41.6
30
20.9
458
37.7
302
24.8
458
36.0
369
21.7
455
39.7
me
7a k1
642
433
67.0
281
53.6
433
50A
373
45.9
435
49.0
We
40.1
4"
4CT
IN
35.7
435
40.9
355
32.1
435
=1
351
20.8
433
34A
344
Z29
435
32.0
341
20.1
435
322
310
so in
45
SIT
43,1
290
Re
377
3a.4
263
29.0
327
31.5
280
28.1
321
20.3
2711
23.2
327
25.7
271
20.2
32T
217
264
17A
327
21.0
262
14A
327
19.3
268
Mi.
34A
2a7
35.4
257
28.7
237
20.9
282
24A
28T
26.0
245
21.5
287
23.1
244.
f9.1
207
-20.9
N0
17.2
267
1IL3
237
14A
2a7
A5
2D2
_
103M
24.2
2ZT
Z4,7
205
20.2
227
20.0
201
17.3
227
10.0
193
JIL
227
18.0
10
111 M
22A
215
Td7
1D1
fe.e
211
19.1
191
16.0
215
10.8
168
#]#=
120M
17.0
1 184
117.9
t 107
1
.
I
,
,
TABLE 3B
Ane
her Capacity
Table Ib4
AnchorCllpPaKCma
aube11e1[
2.7k Commie
3.bk raw.
I
Hdimc u
Fled=
PTWobd
Mtlsl
AK1wrTypa:
311rEkoUbxon
1N'EkoUNreean
6nr Eke
muKa
L16•EkoUWaa
tN•EkoUkeem
Iles Eko
Agwvrabr
511ram
U4ncm
114'a8Ek0
AWreGalnr
a106ful
Scmw(05)
H261eel
Scmw(G5)
4128ted
Se (05)
Edge c1sumo on):
I'
2-vr
1•
2-1?
3-IA'
1'
I 2.1rr
I.
2.12•
Y
3.11r
r
0AV
0.5M
0.324•
Embeavent (In
1.3.'4•
1-314'
14W
1SN•
T
1414•
1.1N•
Mir
I-ve
1.114'
1.1N'
2•
1Af8•
1Jle'
leaea
2 Anchors A 4.75' MM. O.0 I StaMrd
a471set Cop (FW. 1T
39020
390 IN
450 W
890 W
1644 bs
270 W
2a01b0
351 b
740 bs
374 w
684lbs
are W
341 Rs
442 ws
560 6s
4Amhm@LIP Mh0.C.ISWWwd(cr0F3en
C4p(F9. 4
460bs
700Ibs
WA
WA
WA
WA
3001b3
WA
WA
WA
WA
WA
6820n
585 Re
112DW
4 Ambers 07 Na. O.C. 2(2)WAnglo CAPS l n. 37
700 bs
750 be
660W
156D ft
IBM les
540 ba
5601bs
WA
760 be
740b3
swim
ts92bs
682W
805 Me
112063
2 Aa1wrs 0 0.45• Mh O.C. I UOm. kU.125• AkAm (Fip. 47
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
MIA
715 W
I Amhof/F4M f1ro, 5k
195 W
195 PA
225 W
445 W
822 M
135 We
140101
I77 bs
3700w
I87 be
332103
4T3 Ws
170 to-,
?2f lba
280 bs
2 Anchors®1.15• Mh O.CJ F421p nir.
249 We
3W bs
WA
WA
WA
WA
1BOIW
WA
WA
WA
WA
WA
S11W
NZ Ws
6606a
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (Z) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2:
FIGURE 3:
1 0 F9- 01
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE5: FIGURER:
m 11-11�J UF* •
ANCHOR CAP...
THIS FORMULA TO OBTAIN THE'ANCHOR
4CITY REQUIRED• CORRESPONDING TO AN
JAL PRESSURE REQUIREMENT FOR THE
4ING, WHEN IT IS LOWER THAN THE MULLION
ACITY (FROM THE TABLE) OF THE SELECTED
UON. IT WILL YIELD A MINIMUM ANCHOR
4CITY WHICH MAY BE USED TO QUALIFY
ITIONAL ANCHOR OPTIONS FROM THE
HOR CAPACITY TABLE.
TABLE NOTES:
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) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OROPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWNARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAYBE STEEL. I" S.S. OR 410 S.S.
PRODUCI'RBVISED
as complying with the Florida
Building Cale • _„q an
LYNN
• 'LICENSE' • `.r i
PID. 00705 ' it
�r
ER,'P.E.
7
FL7 P: .# 58705
TARI F AA
Ma111011 CIP20HV Table &W
OponlnBWidth ((6r%vfflcaIVspwvfrgnvAlons)orOp4ningH0lghl
(for ho6vorb Dperrirgmullions)
50In
00In
70In
DO in
➢0 in
10D In
120In
1401n
login
1X2.76X
RKUnWar I
Laft
Traprdeg.
ad
Lng
RoatdnWar
Luang
hept0(an0.
L-bv
RmtoguW
ludo➢
ThIpTdang.
Luang
Radvale I
Luang
71aprrdang.
Loo tq
RKtmgd
Laaag
TIWTdtap.
LuangLaWng
Rea a
Tmprrdang.
Luang
RKIanWe
Ladtre
71apRdan9.
Luang
RaotanWe
Luang
TeppTdang.
Lade➢
RKtenPAR
Luang
TrepRdeng.
LWtq
.660A1um.
Tube
M011lon
1
H
III
i
111111
���
I
I
��
I
�$•
I,
if
I
g
g
�g
I1.
a
'if
uif
�$•
�$•
all
i
11
if
11il
421n
170.0
O20
170.0
435
170.0
1"
170.0
478
170.0
ODD
170.0
SM
170.0
9B2
170.0
Big
170.0
1110
110.0
521
170.0
1240
17aO
521
170.0
1468
170.0
521
15a.7
1020
170.0
621
U&S
I M
170.0
521
4a In
170.0
703
170.0
524 1170.0
850
170.0
584
170A
992
170.0
030
170.0
1133
170.0
681
170.0
1276
1170.0
87T
170.0
1417
170.0
6O0
10.7
1417
170.0
650
121.5
1417
IMO
OBO
10&3
1417
170.0
680
60.07S➢I
170.0
747
170,0
567
170.0
O➢0
1T0.0
O3i
170.0
10W
170.0
684
I70.0
1195
170.0
w
1810
12D5
170.0
747
146.3
12D8
170.0
765
121.0
12D8
170.0
758
104A
1255
1791
T50
CIA
1285
170.0
750
54 k1
170.0
701
170.0
612
170.0
955
170.0
621
170.0
1116
170.0
754
150.7
1130
170.0
SW
133.0
1130
170.0
837
120.8
1130
170.0
055
100.5
1130
170.0
061
80.1
1130
170.0
851
75.3
1130
170.0
681
601.
170.0
555
ITO.0
701
146.5
CIS
102.3
701
125A
016
14C5
740
109.9
INS
1313
735
07.0
915
123.9
728
$7.0
915
110.5
720
73.2
CIS
114.4
716
02.0
CIS
114.4
715
64.9
915
114A
715
BJ to
161.5
D30
181.9
710
128,5
630
13&9
801
f05b
I'-
1273
801
91,9
530
1122
lin
01.4
830
f04A
682
75.0
030
00A
858
813
030
94.6
849
61.2
830
04.1
849
47A
870
94.1
619
WIn
1311
767
14D.0
O50
110A
757
119.E
O38
04.3
T67
105,0
024
02b
767
08.1
ON
73A
757
0.1
ON
MG
757
$4.2
60C
55.0
767
70.0
693
47.2
757
75.2
691
41.3
757
T&2
591
e
3
729t
101.7
030
108A
552
84.0
aS8
Oto
SIO
717
875
80.1
630
63A
WB
721
621
5&5
830
60.6
611
WA
830
02.3
508
111
630
67.2
600
35,3
03B
55.1
497
31A
078
SSS
497
761n
6E3
571
ODA
408
1 7L5
671
70.6
40
6.
511
STA
479
164.1
571
D0.0
471
40.0
671
404
43.2
671
$1.8
450
38.0
671
47.0
451
30.0
671
44.a
40
27.0
671
44.5
446
78In
60.0
6/2
814
474
58.7
542
70.0
455
57.1
542
02.1
454
50.0
542
55.7
449
44.4
S42
442
40.0
U2
47.5
437
33.3
641
419
429
US
642
40.6
425
23.0
542
411
423
901n
511
407
63.7
351
43.4
407
46A
355
37.2
401
WA
349
32.5
401
35.3
343
2&9
407
338
20.0
407
20.0
3M
21.7
407
21LI
327
IDA
407
24.1
022
103
407
23.0
319
00 In
410
358
44.1
320
3&0
358
372
314
30.7
350
32A
309
20.0
350
20.8
3H
23.0
358
f
300
21.5
US
24.0
290
17.9
355
21.0
78➢
15.3
368
192
254
108 k1
30.1
283
30.8
265
25.1
283
25.0
251
21.5
283
22.5
247
15.0
283
10.9
244
18.7
2e3
240
15.1
253
I&6
231
EPT-
t ll In
27.5
267
202
242
23.1
287
23.6
238
19.5
287
20AI
235
17.3
267
1D.3
2M
15A
267
228
1201n
210
229
229
200
18.3
229
15A
20!
1&7
229
10.2
202
TARI F AR
An
horCapaclty
Table b5
Substete•.
2.1k Cwtet5
3.6k Cps.
I HopbraCMU I
F1144 CMU
PT VAIod
M61.1
Anchor Clip Pafl6mB
4inaMn'pm
3118'Eka NUeeon
1N'Eko UluKpt
611TEko
UUma
YtB'Eko Ullraeon
v1'Eka IllYacbn
111'89 EM
Ap3regala
SIMEtco
U6nea
114'S8EBo
pOpaOalar
/10SIed
6ctaw (OS)
012St9a
Earax (GSj
012Sted
Bcnm (05)
Edge 01stttme OnL
V
21r'r
P
2.1re
3-Vr
1'
2-1re
1'
2-trl
2'
3-vS'
r
0.48'
0.54,
0.324'
Embedment 6nl:
1,V4'
WI4•
1.114-
1.YA-
r
1-IM'
1.114'
1.114'
1-v4'
1.114'
I-Ite
r
I-Ir
I-T
win
2AKhom 64.75'MIn. O.C. ISlandpd
dl Cruel Oip pig. fi:
39oms
3WIn
509
M
1 4M
270M
ME
354M
74023
314M
eW la
048M
341M
aw Its
4Anaham@ .15'MIn. 0.0.15tgged
(p 031N)C6p (Fip.2k
480 b9
TODM
WA
WA
WA
WA
3501h4
WA
WA
WA
WA
WA
852M112DM
4 Anchors®3. Min O.C. 1(2) 2 A-n*pipsI ft. 37
780M
T80M
SM Inc
1580M
1890 bs
340M
5801be
MA
760 D3
743bs
0801be
10921D1
SB21M
f4m.
1120 bs
2 Amhm (4 0.4Y WL O.R r UCnp. Mto.12S Aker. (Ft0. 4k
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA7151bs
1 AmW l F-Mp OV. i7
HIS ba
195M
2259u
445M
622Re
1351bs
140 lbe
177M
3WM
ISTM
3UM3
413M
170M
280 bs
2Anchm Q 1.15'MYL 041 F421p 04 OT
240 W
350M
WA
WA
WA
WA
1001ba
WA
WA
WA
WA
WA
341 M
6BOM
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHUR t-AII EHN ANU ANUNUM VALUCSAt, I t=a rANUAKU cur. K,-�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
AUauaisncm rutem.-.
CAP.,_,_=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE *ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES:
♦ 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.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: jFIIGGU7RE5: FIGURER:
♦ II II � •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE•
3) MULLION AND MULLON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM CF.12W
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (1 B GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 SS.
V X 2.76' X .050' MULLION
.......... ....
T��t. �-10ENSF'' .• T
v'•�� `n -
rm
•.•�U`'
;��.S•• FLORI9P.•`N
/;S�UNA� E11�
A. LYNN MILLER. P.E.
FL P.E.# 58705
TABLESA
Mullion Capacity Table fbslrt
Opening Width (for varbca% spallrlrg
mul9an) or pining Height (for Wzorte9l sparlrfrlg mullions)
501n
GO in
70N
00In 1
9010
1001n
120In
149h
ISO in
1"x3.125"x
Rod-W or
Lawn9
IkWM.V.
Ladnp
R-W Wu
tmdiag
TrwMmq.
Loadrq
RrrefmWr
Luft
Th"&V
Ladng
Rnlanp a
Loft
TwIldsm.
L.*ea
R4etwaft
Loadna
Tnf1 MNW
Lo"M
FicbrgWr
L-ft
TOOMM.
Loafna
fteetwWw
Loadrq
MWMNq.
Loadrq
R4etang.Ur
L90dn0
TmwdmB.
Wadna
RSobnWtsr
Loadna
77ap115mB.
LaedaB
TubeM n
I�
I
fill,
I
a
la
Ia
1,
1
1
f�
Ia
n
a
I
�
I
•
a
11
a
a
42In
110.0
OW
170.01
05
1?0.0
70
110.0
476
170.0
16S
1170.01
S06
170.0
BB2 1170.01
6111
170.0
1116
170.0
621
170.0
11240
1170.0
521
170.0
1465
170.0
621
170.0
InS
170.0
621
IRA
1602
170.0
521
40h
00.0
708
17MO
B24
170.0
ON
I70.0
604
170.0
OPL
1170.01
WO
IM.0
1133
170-01
081
170.0
1275
170.0
077
IT0.0
1417
I 170.0
OSO
157.7
1577
I70.0
500
135.1
1577
170.0
6w
11S2
1571
Vao
No
50.S251a
170.0
747
170.0
W3
170A
096
170.0
031
170.0
1o4a
I7a0
W4
170.0
1195
170.0
723
WOO
1345
170.0
747
IT0.0
140/
170.0
750
141.7
1495
170.0
70
121.6
1495
170.0
766
100.3
1495
170.0
756
54h
170.0
797
1TO.0
612
170.0
OSa
170.0
691
170.0
the
170.0
764
170.0
1276
170.0
603
IS0.1
1401
1T"
837
149.5
1401
170.0
056
124.0
1401
170.0
aOI
100.5
1401
170,0
S01
a'
1401
770'0
Silt
60h
170.0
865
170A
701
i70A
1069
170.0
707
160.5
1166
170.0
678
139.7
1165
167.0
Old
123.3
1166
160.6
917
117.0
i15a
IW.T
9f0
026
1f66
IN.S
00J
T0.3
1f68
144.E
003
00.4
1165
t/{5
4q]
03In
170.0
99
170A
745
159A
1049
170.0
ON
137.0
t01B
I55.5
SOD
119.5
1049
141.7
S49
108.5
NO
I=
636
95.2
1049
125.6
as
79.9
1040
110.3
MO
655
1040
115.9
610
69.9
1049
116.0
619
f.
Soh
166.5
955
170A
769
JUA
O55
151.3
604
119.1
055
133.7
766
1042
055
121.4
715
926
955
I12A
765
S3.4
00
100.4
767
00.5
055
99.0
749
SOS
855
OLT
748
52t
955
0a.7
740
9
72b
1265
803
1349
6DT
IOTA
503
114.9
OS2
91A
600
IGIA
070
SD]
603
91.2
OW
71A
603
63.9
049
04.2
603
78A
W
$16
SW
722
632
45.9
ON
69.6
OM
40.1
SM
60.7
027
aTOh
10D2
721
114.1
ON
D1.0
72f
97.0
610
70.0
721
65.1
60S
05.3
721
75.5
95
60.7
721
70.1
655
64.0
721
65./
S7B
/SA
721
59./
609
29.0
121
50.a
6M
31.1
721
55.1
603
70In
101.0
692
S42
SU
e9A
557
722
064
76A
676
63.1
861
70A
5W
60.1
064
OfA
556
50,6
66{
60.9
551
12.1
681
64.1
641
38.1
001
51.3
S3S
3/A
061
60.9
531
90N
OS.S
456
6f5
611
67.3
MS
{7.0
6f1
60.0
MO
N.1
614
{I,0
133
30.6
611
{05
427
329
6I1
37.3
/21
27./
614
33,0
112
2f.6
61/
30A
814
2BA
403
BON
64.2
404
152
152
4L0
3BS
30.7
ISi
40.0
790
33.8
/52
30.1
361
30,1
/62
320
�1e
27.1
IS2
30.]
370
229
132
2SA
365
f0.{152
242
4S2
226
3SS100h
35.1
12uia.2
222
31.7
367
02.7
317
27.2
357
20.4
312
23.5
351
252
30S
21.1
351
22.7
303
10.0
NIT
20.0
29B
1S.0
337
1S.O
203
13.S
357
102
t4M21,.O
351
15.0
253
Ill In
SS.f
305
292
3JD
30.1
J01
25.0
376
25.1
290
21,e
378
2],1
202
19.6
JJD
20.E
75S
17.5
33D
10A
251
14.5
376
10.6
276
125
3J6
14.5
37S
U.S
259
1201n
27.7
293
23.1
259
2J.7
2S6
I0.S
268
2B5
255
1T.3
260
15.1
252
15.1
2S9
iS.9
249
UA
280
14A
246
11.5
ZSB
12.6
240
9.0
260
11.4
236
S.7
268
t0A
232
TAR[ _E SR
AncharCs
■
TableUbe)
SMU2ta
2.7x Caerde
.15kCoK.I
MWrr CMU
FMWCMU
PTWOOa
Mdel
AnchorCllp Psttems
Ancnorlypd
3116•eto 110rsm
yr EkoUWaton
UfrecD
uaum
8!16•eco Ulraeon
1f1•EleoUngeon
v4•SO Et
AggWator
dIVEto
UIRMon
v4r.Sefo
AB9MWCF
0081eel
StMw(M)ScrW035)
W2SHEI
012SW
99MN (OS)
E0W 13510=0
in
2•11r
1•
I 2-or
3.1f r
i'
1 2.112-
1•
2.9r
r
3.10
r
D.484
0.6P
0.32P
FM2Mcn1 n
1-314•
1314•
ISV•
MIr
r
1•YI•
1•vP
1.114.
I.94•
I•IN•
I-1/4•
r
145•
I�
Zws
2Artron 04.79' NA O.C. I SIM
ad or 0=1 Clip(Ra
3W b!
3WCB
4•0 D1
500bS
1644 Ds
270Ws
250 bS
304 Ws
ROM
374 IDS
664M
040a8
341 aA
44203
Moto
IARhors®1.15•Mh O.0 /91a�N(af0I5N)
4RD 27
100d
70D Its
NA
WA
FitA
H7A
BW Ws
WA
WA
IHA
WA
WA
WID3
685 Ef
112310s
4AIcMe 03' MIr1. 0.0. 1(2) W AM18 COM I(F7g 31
?BOWS
780 me
650 bs
15®b1
1W6WS
640bs
560bs
NA
?SOMS
749 Bn
SSO Im
IBM-
E52bs
B0.SI06
1120 as
3A¢tvnp0.45•MkL O.C.lUCSP.M.120'A4m. ff1DR
WA
WA
WA
WA
ILA
WA
WA
WA
WA
NtA
WA
WA
NM
WA
IOA as
1 AW"IFIMCRO4
186 Ws
IN MS
�M
N5 to
ONE
13Sbs
140 Wa
177 bt
3701�
157 WS
332 U9
413IOa
1TObs
221m
280 b1
2Antr0o4B1.15.69110.CTF•C 05'7
2ODS
dWft
NIA
WA
HA
NM
1B0 Wit
NM
WA
HA
WA
WA
Sit bs
1125e
Sw1w
I avi c: run t rlc l/rr3C 1 uut-. u= r 11c opmc IW Nnun rA t t cn1V mu I1r -m vnLU W ro t tic o t --mu -r,
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP I X / ANCHOR CAP..e,,,,.> =ANCHOR CAP...
MULLION CAP. -,-
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURE6' FIGURES:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 610. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM SHALL BE6063•T6AND BEAMINIMUM OF.126'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 010 b 412 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
with fho FIKIft
fp21
��• pc�........ ..
���ti'�.••voeNSF''•,F,1' '�
No.50705 ,
LU
Ayr-
.A;OC
ON
,,
A. LYWO ILLER, P.E.
FL P.E.# 68705
TART F RA
Mullion Capacity Table Mille)
Opening Width (farvartlea*spanri g
mullions) orOpar11ng Haight
(fortieftomalyspllrini g mdllore)
50 In
601n
701n
49 in
901n
IOO In
120In
140 in
160 in
1 n4 t1.125
ReetsW* I
Loe6q
TWft%rS
Lcadry
Mdarwir I
laadn9
TrePfMang
Loadn9
Reclanp.4er
Loadn9
TWMary.
L6edry
fWvw
Loedn9
TraNm+nO.
Lowing
RectmOtlr
lnadiq
11.P`7tlery
Lo6dry
Redwptler
Loedna
Tlpitletp.
L.%An
RwIm9Nu
loedeg
77 end.
leadry
Redower
Lwdn9
TnNillnp.
Lwdn9
Roolnyiu
labry
TW111uq.
losdry
Alum. Tube
3
d
B
Z
I8lill$1
119211
n111[11111
&
�
I
a
�
� �
�
� �
�
� �
�'
6
a
s
a
42N
170,0
820
tT0.0
175
170.0
744
170.0
478
170.0
568
110.0
60a
170.0
992
110.0
519
110.0
t116
170.0
021
170.0
1240
170.0
521
170.0
1458
170.0
521
145.E
1459
170.0
521
1Z7.8
1459
17"
621
48h
170.0
70a
170.0
W4
170.0
550
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
t70.0
1275
170.0
677
15a.3
1300
170.0
660
130.3
I=
170.0
680
111.7
1303
170.0
SM
67.7
IXI
170.0
NO
50.OMIn
170.0
747
ITOA
503
170.0
ON
170.0
631
V0.0
1046
170.0
684
170.0
1193
170.0
723
IMI
1235
17D.0
747
140.E
1235
170.0
758
117.1
1235
170.0
768
100A
1235
170.0
784
87.5
1235
170.o
768
54In
1".0
797
170.0
012
MO
956
170.0
891
170.0
1116
170.0
764
154.4
1158
170.0
603
137.2
Me
170.0
837
123.5
1155
MO
058
102.9
1168
170.0
001
W1
Me
170.0
651
T71
1160
170.0
561
60In
170.0
US
170.0
701
168.7
1042
170.0
797
1420
ICU
181.1
632
125.1
1042
148.7
515
1112
1042
139.8
501
100.0
t042
130.2
791
e34
1042
1231
752
71.5
1042
125.1
702
62.0
1041
123t
782
W in
V0.0
OW
170.0
745
1512
02
163.6
516
129A
992
144.4
799
Ii34
992
131.0
702
100.E
992
121.4
760
00.7
992
1f4.e
765
75.6
992
1084
745
64.8
992
108.0
744
50.7
002
1030
744
s
68In
163A
947
170.0
709
137.E
247
148.0
765
118.1
947
130.3
760
103.4
647
117.7
752
01.9
047
tOL7
M
02.7
947
1022
7Z7
68.9
947
95.1
713
69.1
047
94.0
711
51.7
90
91A
711
Fsn
72h
1339
a{9
1/27
737
1132
049
121.8
722
07.0
849
100.0
70e
04.0
949
NA
696
76.5
840
88.7
NO
67.2
849
017
675
WO
849
752
650
4t1.6
049
72.6
662
42.6
040
72A
651
78In
116.E
782
120.7
655
66.3
762
102.6
S52
026
702
00.0
640
722
752
M9
629
642
702
742
020
6i,6
702
092
613
48.1
762
62.8
602
41.3
702
619
697
30.1
702
59A
US
Si
rein
100.9
724
iltA
634
89.0
724
94.6
021
76.3
724
a"
609
fi9A
724
7M
699
59A
724
65.1
591
62A
724
03.4
583
44.6
724
07.3
673
33.2
724
64.3
587
33A
724
63.0
585
BON
00.0K
71.8
483
630
50
60.7
474
49.7
$43
62.9
4W
43.0
543
47.1
458
3"
543
42.6
452
34.8
613
a6
448
RBA
SN
34.9
436
24.0
543
32.1
4"
21.7
50
W.7
426
9aN
57.0
SeA
42i
1T.0
UO
49.7
119
10.9
4M
432"412
35.8
47d
336
408
JL6
478
34.8
400
283
478
320
395
23.9
476
21.1
356-
20.5
478
26.6
380
17.9
.478
242
378
1W In
40.3
41A
311
33.5
J77
34.8
333
21,6
317
30.0
330
28.2
377
28.0
325
22A
377
24.0
321
20.t
377
220
3f7
16,0
377
10.0
310
I4A
J77
17.1
J04
Ill In
37.1
37.6
323
US
J57
]1.6
316
20b
357
27.6
313
33.2
367
24A
309
20.5
SS7
22.0
SOS
10.6
357
20.1
J01
ISA
357
t7A
204
120In
212
29.0
279
24.6
306
20.1
274
21.0
300
21.7270
14J
JOe1N
In
17A
172
I.
Anchor
Carclac1tv
Table Iba
6ub3heta
27k Cencreto
3.61c Cox.
HWa1CA1U
Fled OMU
P Wood
I metal
Anabor Clip Patterns
3116 EkoUhOeon
111'EkoU eeq
5/16'Eko
UOrtlem
y16'EkoUNaon
1/4'EkollLdem
114'S9 Elm
9re6e1lneon
A9a
0118'Eleo
U
IIC 88 Eke
A9grefieter
9108t6e1
scow (6(0
1N28W1
Seme(OS)
filleted
Barn 071
Edge Distance rya
1•
24W
1'
1 2-tw
3•115'
1'
2-IIr
1'
I 2.1rr I
r
3.118'
2'
SAW
0.6C
0.32C
Emb=On)
1.31C
1-3/C
1.314'
1.81C
r
1.11C
1.114'
I•ife
1.19,
1.114,
1.114'U
Ia1a'
I"
we"
2Anchaa(M4.T6•MN. .Q/flUndard"Oaset
COD (F{9. 162E
390b3
3909u
450 a16
0900e
1644 rbe
2701w
2801bs
3M k6
740 b3
374 b3
b3341MI
442Ib3
66014
4 Anchdm ® 225 Mh 0.0.1 Standard (a 0600 010 (Fig. 3Y
700 be
Too be
560 9n
14101be
952 b3
WA
5W Ib6
WA
630 ba
WA
eao lbe682
W
W51ts
1IN be
8 AnOM0IAV M61. O.C. 161•dsd(aOEM) Cip(Fq, 47
M ObS
1 OMS
WA
WA
WA
WA
Mlbs
WA
WA
WA
WA13Wb6
17M ke
2240 be
4 Arktsma So Me. O.C./(2)2r8Aryb Caps I ft. 5k
Mks
7001ee
600In
15601b3
1995 bs
MObs
WO Ibe
WA
760 R*
74a Ib0
5801W652230
Anchn ® 3' Kn. O.Q / Cq 215 AT•k cops l (R9.61
1170 be
11701bs
1021) bS
2340b3
2344 Me
810 to$
840lb3
WA
1140M3
1t22bS
1320Ib31022
9s
I327 Ibs4
AnChm0OA6'IN61. O.11/UC0%. h1o.125•A:IM.(F1g. 77
WA
WA
WA
WA
RR
WA
WA
WA
WA
WA
WAWA
WA
14302Anchar®22SMN.
O.CJFLry(FI9.ak
350b4
3W IN
290M
703IM
476b3
WA
280M
WA
31Sbe
WA
440 be3412a
442 WS4
Anehere@1.15•Mh O.CJ F-00(RD. 9Y
480ft
TOD M&
WA
WA
WA
WA
350M
WA
WA
WA
NIA862
bs
6aS lbs
1120 b6
=ANCHOR CAP.„e
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABL E-
NV I I' I'VK I rm 47Yrat I e:UP, Wt I na OMmt ANlil-IVR rMI 1 CRIY-Ou.- ---- rnr=.a rrv1- w.ir.
TABLE NOTES:
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
• • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEESHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
FIGURE5; FIGURE6: FIGURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• • • • • • C SUBSTRATES CONCRETE SHALL CONFORM TO O AST C-90. WOOD S S. HOLLOW AND GROUT -FILLED
• • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126' THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK
ANGLE CLIP (FIGURES 5S8) MUST BE USED W PAIRS. AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 8
#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S.
with dm Flbricla
w)(o-b21$, 0
OGCNSp
No. 56705
a. i b x'
�� � STATE F :•.�-
SSIo 'L le;; 'c
A. LYNN IWI�.LLER. P.E.
FL P.E.R 58705
TABLE 7A
MuI80nCapacity Table Ib1sm3
Opening Width (for LefOcally-spmr ing
InU6ons) or parting Hight
(tor hofl7ontaly-spalWng minors)
501n
60h
70 in
80 in
coin
100 In
Min
14014
1601A
I It 4x.376
Rectenpular
loading
TrapMana
Lcedfn9
Ractmpuler
Loading
TrepRden9.
LoaNtg
Ralenp9er
tm&g
TepRdma
Lading
RatatgJer
Landing
TreplTduq.
L-dn9
Reelmputm
LaaM
TreplMery.
IoedFlg
R4otenp/er
'Lading
Tnpinferp.
Lading
RttUg41v
Loedin9
hep/MenO•
loading
RaelengLLa
LoeMp
TnpRderp.
Reclelpuier
L4•dino
7)adidala
no
Alum, TubO
Mullion
II
I I
II
i I
I!
11
12,
1
if
if
11
1
5
1
121
if
g$lottding
if
it
151
421n
170.0
620
170.0
435
170.0
744
170,01
47a
170A
068
170.0
I sm
170.0
992
170.0
619
veo
111a
170.0
621
170.0
S240
170.0
521 1170.0
IRS
170.0
a21
I V0.0
1735
1T0.0
521
170.0
1963
170.0
521
481.
170.0
708
170.0
524
170,0
050
170.0
664
170.0
902
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
87T
f70.0
1117
170A
a80
1T0.0
1700
170A
500
170A
1983
170.0
660
181.8
2024
170A
660
60.625In
170.0
747
170.0
503
170.0
898
170.0
631
170.0
100
170.0
ON
1T0.0
INS
170.0
723
170.0
1345
f70.0
747
170.0
1494
170.0
768
170.0
1793
170.0
766
150.0
1919
170.0
736
136A
1918
17o.0
768
641n
170.0
797
17w)
612
170.0
ass
17o.0
691
170.0
1118
170.0
764
170.0
1275
170.0
$03
170.0
1434
170.0
83T
179.0
1594
170.0
ISM
109.0
f729
17oo
e6f
137.1
1709
170.0
e81
120.0
1799
170.0
66f
601.
170.0
665
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
615
170.0
1417
170.0
0M
U0.0
1594
170.0
M
155.E
1619
170.0
1M
129.6
1619
170.0
1063
111.0
1510
170.0
1053
97.2
1619
170A
1053
831n
170.0
070
170.0
745
170.0
1116
170,0
050
1T0,0
1702
I70.0
910
170.0
1166
1T0.0
f018
166.7
1W2
170.D
1078
141.0
1842
170.0
1122
117.0
1W2
169.E
1168
100.7
1612
167.9
1167
60.1
1612
107.9
1167
{
09In
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170.0
1050
142,0
1472
166A
1140
125.6
1472
160.E
1130
107.1
1472
147.E
1108
01.0
1472
140.0
U04
M3
1472
145.0
1104
721n
170.0
10M
170.0
870
170.0
1275
170.0
1009
150.8
1320
IM2
1101
132.0
1320
149.8
1082
117.3
1320
137.6
1068
105.6
1320
120.E
1040
99.0
1320
117.0
1024
75A
1320
112.6
1013
80.0
1320
112.5
1012
TO In
170.0
1122
170.0
937
159A
1013
1282
1184
139,9
991
1122
tta126.7
97a
98.7
1f84
116.3
W4
09.8
1184
f07.5
952
14A
1164
97.a
935
64.1
1184
BA1
9A
60.1
1184
7a In
168.1
1124
170.0
907
1124
147A
965
1162
1124
120.9
547
103.8
1124
115.0
931
92.3
1124
105.5
918
WA
1124
90.5
9m
1192
I124
a8,0
890
59.3
1124
51.3
861
81.9
1124
532
076001,
109.1
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111.6
790
044
6L3
730
772
0M
021
724
61.6
e44
732
712
00.1
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G0.5
702
64.0
00
61.4
693
45.0
8M
642
078
30.6
044
Me
Ml33.a
80
47.7
6112
981n
60.1
742
91.0
663
d149A11a4
742
77.2
652
63.0
742
47.2
841
55.7
742
69A
631
-40.5
742
54.1
622
44.6
742
49.8
614
37.1
742•
43.6
600
3f.8
742
39.6
600
27.0
742
37.6
OR
62.0
688
63S
530
5a8
63.8
621
44.7
688
40.9
613
30.1
Sell
41.4
508
34e
688
37.3
495
31.3
5W
34.2
492
28.1
me
29.8
4a1
Ml
688
26.0
472
19.5
558
24.7
460
57A
555
55.8
603
655
49.6
495
41.2
555
420
487
3a.0
US
30.0
490
32.0
555
342
473
28.0
555
W.3
407
24.0
650
27.1
457
20A
555
24.3
M6
15.0
556
224
M2
W
45.6
475
45.4
433
476
39.0
426
32.6
475
3V
420
n.0
475
29.8
4%
MA
476
26.6
409
n0
475
24.6
4D4
19.0
476
21.1
795
15.3
476
la,7
3e7
14.3
476
17.2
351
28A
330
0.7
305
220
330
224
301
16.0
330
la3
297
ICA
330
17,0
291
TALI C 70
Anchor
Ce ae
Table ba
Sub7Uota:
2.7k Carcrelo
3.5k Can.
I H04m Cmu
FOW CMU
PTW00d
MCUI
AnehorCOpP6ttema
Anctafiypc
31IB EkoUOecm
1M'EkolBbncm
Slur Eko1/4•BSEko
Ouaem
WIC'EkoUbmanKIM"U9racm
AgamOata
UtVElco
U3ncm
1H'USEko
A001oGeta
9106teel
Semv(OS)
8t2Sted
Scr (GS)
a12Sted
SamCGS)
005 Ofslenae If#
V
2•trr
1'2.12'
3.118'
1•242-2.12•
2'
3•fl6•
2•
0.4r
OAI•
0.324-
Em6edmmlon.
1.3M•
I-V4•
14W'
1.V4•
r
SAW
I -Ile
aw•
1.114•
1.114•
r
tma'
I.Ve'
auks
2 hm 04.7V MIn. O.0 l Standuda
MCI CDP(Fig. 162k
3901W
390 kn
450 Ws
001a
1414 Ib6
210 M+
250lbs
7401ba
37 0E
(bs
9480.
3411bS
442lb1
5601bb
4 Anchors ® 22V MN. O.C.I Stendad (or Met) Cfp (Flom 3):
700 em
TOO On
590 As
1410Ib4
957fad
WA
5601bs5101bs
WA
600 (ba
WA
68210E
US lba
1120 Re
8Anchm01.15• MM. O.C. lSimderd(of Obe9 CIP fff0, 4k
0501W
ROOM.
WA
WA
WA
WA
Too IN
WA
WA
WA
WA
13831be
1TNIna
2240m4
Anc om 0 r Ain O.C.1R) 215 Angle C6pS ! (FI9, 6k
7a0 be
760 •e
650IN
15601bs
189Om+
5401b3
5WIbs78o
In
740ID3
660 Ma
1892 Ws
682 ra
US Me
11201De
6Anehae C 3• Mh O.G 1 R12t5Argh m f (Fl0.8k
117o @3
A Ns
I. De
T31 .
2044 W
810 As
UOlbs
WA
11401bo
1122 nS
13201a
20381D3
1022Ib3
f3A lbs
IWD IDS
4 Archas 0 0.45• Min. QC.I UCip, hto.12VAlum. (Fig. 7k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
IWA
1430 •e
2Afth m02.25-Min. O.C/FOIP(M. 8XI
35009
3W I.
Mr.
7030a
476 Poe
NIA
2801b3
WA
315 WS
WA
44DIDS
1 WA
1 341103
1 44Z=
BW MS
4 Arclon ®1.15' Mh. O.CJ F4WA ft. 87-
480 Ds
I 700 VA
I WA
I WA
I WA
I WA
I M lb,
r WA
IWA
WA
WA
I WA
I ae2 W
1 ae5lbs
mom
NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
.ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT 1S LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
FIGURE I: FIGURE2 FIGURES FIGURE4: FIGURE FIGURES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • • • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 596) 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 C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .126• THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICK ANDA3& ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 02
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
PRODUCTREVISED
m complying with dtc FLO M&
Building Coda
Aeaeplanca No 16-0218
ByPIntlOn I]910
0( VfNN dl/z��
mil" .............. + i
� NG.58T05yc
ITS
IF 0..
A. LS NNIMILLtk P.E.
FL P.E.# 5B705
TABLE SA
Mullion Cq acl Table ro
Opening {Meth (br11Bl5ee*sponing
mullons) or Opening Height (tor fW41mielyapalWng MLOO11S)
501n
60in
70In
601n
901n
I00In
1201n
1401.
160E
126" %
ealw916u I
Loading
TnplMutg.
Loading
RagnOut
Loafing
ThpAHa,g.
Loading
Ratlenplsr
Loadap
7rapIT6n0.
Ud's
Recl-wm
lading
11WRtang.
Loading
Radn94u
tosdng
1laprfllsng.
L-*o
Retlanp4or
Loading
Tr4pmfsn9.
Loading
Rwargular
Lwdirp
Trmirdang.
Loadingloodrq
Raetaaiar
w7dang.
Loading
Retinvasr
L4adin9
Tw4sna.
Loading
3.165' x
Tuba Mull
I I
i
1111
421
1
111
1
111
it
I
III
II
III10
11
11
1
ll,
jiI
I
I
111
itniIT
111,
1
1 a
111
111
42le
00.0
S"
170.0
435
170.0
744
170,0
478
170.0
US
170.0
5Oa
1170.01
092
170.0
510
170.0
1110
170.0
521
170.0
1240
170.0
521
170.0
1403
170.0
621 1
170.0
$735
170.0
521
161.6
1769
t70.0
521
45 In
170.0
708
170.0
624
170.0
650
170.0
664
170.0
B92
170.0
630
170.0
(133
170.0
081
170.0
1276
170.0
677
170,0
1417
170.0
680
134.5
1540
170.0
080
132.7
1648
170.o
NO
11a.1
1545
170.0
US
SU251n1102,4
747
170.0
563
170.0
8D5
17010
831
170A
1040
170.0
ON
170.0
1195
170.0
723
170.0
1345
170.0
147
1e7.0
14a
170.0
758
092
1456
170.0
768
I/9A
1408
170.0
7W
IUA
1461
170.0
755
141,
797
170.0
612
170.0
055
170.0
691
170.0
1118
170.0
IM
MIT
12r5
1TMO
803
103.1
TWO
1711.0
837
146.E
1370
170.0
US
12z3
1376
170.0
eat
104.E
1370
1T0.0
WI
91.7
1378
170.0
9B1
601n
635
170.0
701
17U
1063
170.0
707
158.9
I155
VITO
078
130.0
1168
197.4
ON
123.0
MIT
150.8
019
1112
1159
IWO
012
PG7
1158
HCO
90S
70A
1156
144.8
005
09.5
Me
144.5
905
930
170A
745
iWA
1051
V0.0
850
137.2
TOM
155.9
602
120.1
1051
142.0
845
109.7
1051
132.3
837
OLI
10S1
125.7
00
MI
1051
119.E
Ott
GSA
lost
119A
52t
80,0
1051
119.1
e21
957
170.0
7e9
139.3
957
161.0
US
119.4
937
131.0
790
,OIA
937
12fA
7T7
92,1
937
11?11
7e7
63.8
957
10e.8
"IT
89.8
057
100.0
760
68.7
857
D5.9
7/5
822
951
98,9
7/5
804
1352
59a
107.3
804
1162
854
OLD
ON
101.3
671
60.4
604
01.4
WO
71.6
004
84.1
650
04.4
504
70.8
643
63A
804
72.3
633
40.0
604
602
e29
402
ON
69.8
628
S
r78.
722
114.4
830
0f2
722
972
610
70.2
722
65.3
600
65A
M
70.7
698
00.5
722
70.3
US
64.7
722
65.5
060
45.0
722
69A
t>70
30.f
722
6G7
515
31.2
722
682E
685
106A
600
04A
us
02.0
us
72.3
US
78.5
577
033
US
70A
588
50.2
US
O4.5
NO
50.6
We
60.1
553
42.2
005
54.3
043
38.2
655
OIA
537
31.0
655
50.7
US
515
ea.0
457
St.0
516
57.5r3tO
47.1
615
60.1
441
41.2
615
44.7
434
30.0
616
40.8
428
33.0
616
37A
422
27.5
515
33.1
415
23.5
616
30A
497
20.0
515
20.1
404
453
55.8404
46A
463
47.1
35.6
453
41.0
391
33.9
453
39A
366
30.2
453-
33.0
379
27.2
453
30.4
- 374
22.0
453
26.0
-360
IDA.
453
24J
36D
17.0 .
453
2Z9.
350
1001a
370
39.0
323
31.0
358
32.0
272
368
28A
313
23.6
354
252
308
212
350
22.7
304
19.1
358
20.8
300
15.9
354
10.0
293
III h
335
J5.6
306
20.3
336
=1
25.1
338
20.1
297
22.0
339
23.2
293
19.5
338
20.0
260
17.8
330
10.1
285
200
28.3
254
23.2
290
23.8
19.0
200
20.6
250
17A
290
182
243
1&4
290
1&1
249
1Nti
16.1
201
I"
lea
TABLE 8B
AnchorCO
acl Table (lbsF-
Subsimla
zAamrds
ask Cede.
I Hallow GAU
F110CMU
PT Wood
I mda
MChOrCOpPatMma
Anchartlpa
3/IPEttouersan
LICE%oulrJen
d16. 19ro
vOrJcon
9116owUSran
1/eFJeoUerxon
v4•s9 Eko
Ap9te08lOr
Oran
UOlotolt
114•330co
A07mGdor
MOST etl
scree(F/S)
IN2SIae1li
acrtwTo5)Edge
0121me On)
1'
2.1r!
1•
2`1/r
3u9'
1•
2-vr
f•
240
r
3.118'
r
OAV
06C
rmisAnml n
WC
tac
taw•
tsc
r
1•V4'
1. M
W14•
1.v4
MI4•
14W
r
1a'6•
1'1a•
2Arktm ®4.7t: LIIrL O.C.I Statt0all
d Oeut cap Mg 1k
SO Es
I 3M Sn
45o tea
590 ae
160 IDS
210tos
28016
W4 to
740 EO
374IDS
1 664 to
946rA
341 Es
4a to
ITAo m
4 AWM 0 I.W MILL O.G I SIaM1Id
W aW)C9P 09. 9)
480 ES
70DIts
NIA
WA
NIA
IUA
350 to
NIA
WA
NIA
WA
WA
®2ms
865Es
I 1120b
4AmtW®3•ME. 0.0.1632t5An91e CVs1(F1a 3)
lag to
7W Its
SOD IDS
15MIA
IaOms
54ows
50 me
NIA
7SDEn
748 Es
aw Its
18229a
652CS
055 So
112DES
4AkW300.45•Mh.O.C.l U43p.Into.12t7MoMgFU4k
NIA
IUA
WA
WA
NM
NIA
WA
NIA
WA
IUA
WA
ILIA
NIA
WA
f130 Ell
t AMIWIFCap0106)
1950s
195 m1
715 Ds
446 Ell
622M
135DS
140 Re
I?? RA
3701te
187 On
932101
4131a4
ITOTA
2210n
2Wm
2Anctoe ®1.19 MIA O.CI F4: 6)
7AD lD]
MO Es
NIA
ILIA
tW
WA
1110 Es
NIA
WA
NIA
IUA
WA
341I1)s
14Q to
660 �
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2
FIGURE 3:
FI*
•
FIGURE 4: FIGURE5:
M
•
ANGLE
CUP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
•
•
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,,,) X (_ANCHOR CAP. , , ,,\ o ANCHOR CAP.-
MULLIONCAP.
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
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) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T6AND BEAMINIMUM OF.126•THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.OW THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 6 #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S,S. OR 410 S.S.
tx
PRODUCT REVISED
as complying with tho Fluti&
BuildngCode �6..0216.03
Acceptance No
Ca 1 'U�t�.4,Ad62By
Mle
NN
....... Mize
��`���•'�LGFNSF� • F'P
IN
~ 7`e Mo. 587G5 •. �c J
AMU1111 P.E.
FL P.E.N 58705
TARI P QA
Mullion Capactly Table 11;&
Owing Width (Wr96r9a01.1padro
mullions) drOpenin0 Height(kr
horizontel7.6ps" m161on9)
W In
60In
70In 1
Win
90 N
I in
1101,
140N
too In
1.26X3.26
X.100
Rectmgdar
lo.dkw
TnpRduq.
L..dro
R.oi.no&r
IN**
MWaang.
Losd150
R.etwauw
t0.dsq
lori7dup.
loadnp
Reclagckr
Ludnp
TnplR44
La.aq
Rut Ur
Ladro
ToWnlan9.
Luft
ReeWW-
LNft
R.pinkm
L..ft
lbchrqu4r
LadnO
TapRAup.
LadnO
Rwl4npur.r
+o.dlq
TnNmrop.
L0k*q
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t.o$"
Tryrdwq.
Ludd9
Muclon
g
I
a
@
1
1
1
1
1
I2 N
170.0
620
+7a.0
4s6
nag
T44
17a0
47e
170.0
eM
170.0
5N
1100
092
170.0
6to
170A
1118
170.0
521
1813
1116
t70.O
621
127.7
1115
IMO
521
109.5
1116
170.0
521
95.8
1111
110.0
621
4aN
ITOA
700
1T0A
$24
170.0
650
W0.0
5M
167.E
91e
170.0
630
14a1
970
170.0
MI
130.4
9111 1
170.0
an
117.3
918
170.0
6W
97.E
Wa
170.0 1
6W
03.0
018
iT0.0
eeo
713
978
11Q0
060
6a625N
110.0
747
Rob
WS
110.0
ON
11110.0
e31
160.7
021
17Q0
6"
131.61
927
t00.5
?as
In2
.927
1159.1
199
IOU
927
1W1
496
81A
927
156,3
693
76.4
121
10a3
695
019
027
16e.5
005
31N
1T0A
707
1T0A
6/2
154.5
0a9
170.0
691
1226
BW
163.0
63
1169
89
14LO
089
1WA
M9
124.0
6W
92.7
W9
09A
eM
71.3
e39
t266
652
60.2
M9
12La
832
57.0
®9
12a6
W2
W N
1112
746
1618
67{
t10.4
i46
132.3
620
1M.3
rto
111.5
W6
B13
740
1D1.0
589
i8A
746
101.0
W2
71.6
110
90.6
601
e9.7
716
D13
667
612
746
93.3
SM
44B
740
93.3
5e3
MN
123.7
en
132.0
510
103.1
en
1132
6W
e8.4
en
10a4
BSS
71.3
n7
91A
e40
68.7
671
e52
539
61.9
en
$1.0
634
31.6
On
77.0
621
M.2
en
70.7
329
31.7
Oil
It?
6N
BON
107A
617
111.1
6W
89.7
BI7
97.6
519
7a1
017
663
60D
07,3
0/7
78.3
600
HA
317
72.0
4M
SU
517
6a1
4W
"A
617
84A
433
3a4
617
83.7
412
31B
611
$3.7
402
C
721,
82.9
515
07.1
450
69.1
616
742
UO
692
615
652
432
511
610
55.6
426
40.1
61ar2f.3
419
41A
510
50.7
04
HIS
615
45A
403
29.6
816
43.0
405
26.0
018
46A
405
B3
?a in
70.5
465
727
M6
6V
495
02.6
398
W]
M
61.0
390
44.1
495
49A
384
31.2
I55
318
332
465
42.2
374
29.4
465
3S3
387
232
465
MIS
SM
22.0
46S
12.2
3W
ro In
45.2
441
Sao
367
54.3
441
57.1
Sn
48.0
441
WA
3/2
4Q0
441
45.4
386
362
441
300
32.6
441
38.7
358
272
441
34.9
349
23.
441
33.
348
20.4
441
32.7
345
90N
42A
332
418
195
314
332
37.0
2W
30.3
332
37.3
2M
ta.5
111
2ao
2W
23.0
332
27a
21.2
322
24.1
272
17.7
032
21.3
260
152
3n
10.6
262
I13
332
/a7
290
go le
33.0
221
33.0
260
21.1
p1
W2
216
25.0
nI
211.4
752
21.9
201
All
243
19A
2e1
2/1
17.8
291
10,6
241
/46
201
IT. t
230
12b
201
15.0
232
100In
24.0
2W
211
208
2a9
230
21.1
200
17A
230
16.3
701
15A
270
1I
198
111N
2to
218
211
107
1d9
216
10,{
101
f0.2
216
10.E
101
14.1
218
14.
IW
120N
11.9
887
18.2
ITO
14.9
11,
11.3
187
AnehorC6 x Tablo Ibs
Anchor Clip Patterns
eUwlNo:
276 Cmc.We
3.5k Cow.
F4M CMll
FiledGU
PTWWd
M"
""a^a'T1a
116'EkalAD.cm
U/'EkoNOocon
3116' Elm
Uueeon
3IIrEkoUbncm
IIVElcoUtomn
5flr Eko
Ultrecm
IIC SS Eko
A99re05kw
eto sled
M8(05)
612 Sled
Sarn9(GS)
012 Steil
GGMW G5)
Edge Ohldlae any
r
2.11r
I.
2-Ur
3•iR'
r
2.112"
r
2.11r3.118•
r
0.4W
o.a•
0.324'
Emtcdnenl N
1arP
1drP
t•vP
fali'
r
1•IN•
1.1q•
1•ir{•
1-tq•
t•U4'
r
1. V
lar6'
10h.
2 Amho6@4.75• M.1. 0.Cr SIWKWd
W 076cl 01p 010. 1k
3a0b
-IN
4501m
690Its
IM4IN
2/0b
280W
354IN
140IN
r374MS
6641b2
940lb5
341b
442
5Wto
4 Arwha.®1.15' MN. O.G I SIMdxd
fer Men Gli tFp. 2k
490IN
700 Ws
WA
WA
WA
WA
3Win
WA
WA
WA
WA
652 Im
W51M
1t20b4
Anatwn®3•MN. 0.Q/ t2) 215 An94 Gips llFq. 3k
7Wb
7B0 Ws
BaOW
166ab
1896b.
540 b.
SW WS
WA
7W Ib5
$00b
1802b
082b
11351b.
1120IN
3 Anchn ® 054' Min. O.M I U4:llp, NN.100• Alan. (F1L 4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
050 D.
I Anclwr/F47fp (Flp. 6k
1BSb
105W
215b
415b
012 W7
17583
140b
1771a
3701m
932b
413b
1)0W
2ZI la
2Wb
2Ancbas ®1.15• Mh O.CI F00 (Fla. ar,
240 b
350IN
WA
NA
WA
WA
fog be
WA
WA
WA
WA
WA
.1 D.
MR.
Be b
FIGURE 1: FIGURE2:
FIGURE 3!
ANGLE
CLIP MUST
BEUSED
IN PAIRS.
FIGURE 4: FIGURES: FIGURE6:
M
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
-ANCHORCAP...
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O.90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM SHALL BE
6003-T6 AND BEA MINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND
045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12W THICK AND A38. ALL -
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, I S.S. OR 410 S.S.
1.26W
3.250'
-T' .100'
125'X325•X.t ' 1
MULLION
PRODUCT REVISED
m comah ina with the Florida
Oj
av-VNN
•'4LCENS4r '• ;F� i
.err i
allo.58705 _
b Na
U1
A. bw'44L.Leh, P.E.
FL P.E.# 68705
TACT C 4nA
Mullion Cepe6ltyTable 6b$Af)
Opening IRId81(forgedkeByspaIvft
mdiOnl) orOpening H11pht
(forbagroda"paming
Im9Rom)
601n
go In
TON
80 in
Sol.
foci.
I In
140In
160ta
12SX329
X.024
RecteOgLim
Lading
Tfapmtang.
Leading
Ractangdar
LOW&V
T.pRdang.
Loafing
Win pder
Lotdnp
Tnplydmp,
Loadng
R4elmgdar
Los"
Tmpftlang.
Lmdlg
Radanplfar
Ladino
7YapRdmg.
LOadnp
Radan9dH
Leading
TnpTdaeg.
Loading
Rqupwt
L066n4
TnlYfdaop
Leading
Radanpuiu
Le3d4
TnpTdanp.
Lading
Reelanpdrr
Ladnp
714pinleng,
lnadk,g
Alum Tub
h
Qcl
h
11u
4a1
u
�aa
S
I
3 9
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u
o
f
t3
d a
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u
as
s
u
d
fa
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as
o
u
u
u
d
u
sa
u
I
n
�cl
t3
0
c?
421n
110.0
IiM
170.0
435
170.0
744
1".0
418
110.0
ON
170.0
616
1700
992
170.0
Sit
flog
life
170A
621
110.0
1242
170.01
621
170.0
14a
110.0
621
1f0.0
1735 117001
621
110.0
1l51 1170.01
QI
401.
110.0
701
UOA
U4
170.0
AS0 1110.0
SIN
170.0
912
00.0
630
170.0
1U3
170.0
661
170.0
1216
17CO
677
170.0
1411
170.8
600
170.0
1700
1700
660
199.7
1979
170.0
CBS
14S.6
ISIS
170.0
650
SOMS in
170.0
747
170.0
563
f70.0
all
1110.0
631
170.0
tO1S
170A
6"
In.0
Ills
17o.0
720
170.0
1345
170.0
747
110,0
14M
110.0
766
170.0
1193
110.0
766
162.E
1171
In.0
786
ins
ley?
110.0
166
54 in
170.0
721
170.0
612
I10.0
e5i
.170.0
691
170.0
1116
170.0
151
1104
1276
170.0
$03
110.0
1434
110.0
BN
110.0
1594
IfOA
058
1SGA
1769
W0.0
061
134.1
1159
t70.0
291
117.3
1TS9
170.0
K1
SO In
ITO.0
a5
170.0
701
170.0
J063
110.0
791
170.0
1240
170.0
01e
170.0
1417
170.0
944
ISM
1511
1T0.0
055
145.0
1611
110.0
1033
120.e
1611
tic.*
1061
1016
1511
17oo
100
90.6
t511
1T0.o
im
631n
110.0
539
170.0
745
170.0
Ills
1r0.0
860
170.0
1302
170.0
a0
156.6
INN
INN
1016
1392
1370
170.0
Ion
126.3
1310
164.0
1082
ta.4
U10
1S5.3
1072
52.5
1370
16s3
1070
783
1170
1653
f070
661n
110.0
IN
170.0
789
1".0
1169
1".0
903
1SSA
1240
1TO.0
1002
1362
1248
168.6
1013
/21A
1241
147.1
1000
W8.9
124a
131.0
!J9
90A
J248
130.4
9T8
77.6
1241
121.0
973
68.1
1a0
129.0
975
„j
12M
167.E
1049
170.0
ITO
1399
INS
1502
892
119.9
1049
132A
ITS
IRS
tag
119A
ISO
932
f01!
1097
9//
07.9
1D19
102.7
978
6!9
tag
913
825
599
Iola
9t2
820
62A
161!
91.1
920
.2
161n
142.1
at
149.1
022
1U9
941
12S.0
90S
IOf.$
041
1112
791
622
917
150.0
777
793
041
91.7
768
71.4
941
65.5
767
59.6
941
17.6,
TN
61.0
941
74.0
737
44.6
S41
733
739
9
7810
132.0
194
137.6
183
I10.0
124
116.2
747
142
694
102A
753
MIS
194
11.9
740
73.3
al
a.1
730
68.0
t9a
78.3
Mt
65.0
891
7D.7
707
I7.1
141
fi7.0
701
/I.)
9a
66.1
q8
901n
N9
6T1
90.7
W6
71.6
611
7/.1
615
NA
671
653
S76
517
671
60.2
656
47./
671
629
659
ISO
671
48.0
�1
76.1
871
411
679
30.1
6/1
J!]
531
26.9
WI
37.0
626
eeln
70.9
590
72.8
627
611.1
590
61.1
61/
S0is
S91
53.4
$09
44.3
690
47.5
602
393
690
410
494
35./
690
39.8
NI
295
690
71]
177
tS3
690
31b
469
Zit
690
29.8
la
466
60.8
421
41A
466
42l
If1
GSA
466
3LI
NI
71.1496
319
Of
21.6
E17
441
46J
400
382
N1
79.3
313
32.7
Ni
31,1
M
L.fi
411
102
382
26A
]Tf
]6.1
3N
70.2
378
31.0
339
25.9
318
26.1
UI
22.7
3/8
21.1
329
20.1
779
213
926
10.1
]T9
19.5
]21
15.1
262
21
2242
17.5
262
11,8
2%
16A
262
15.3
236
An9horCepaeity Table (IDS)
swmt to
2.71imefda
15k CHIC.
HUIow4MU I
FMWCMU
PTWOed
I Mdel
AnehorCllp Petteml
�
Stitt Elto WtOcm
Vf FXOUNaton
di6•Eiw
UAW"
Sr18'EICO UAraem
V4'EkoUrtmcon
UP 68 EJeo
� a
&IS'Eleo
Ulmcm
thr SS EIto
A99MOda
et081ed
8tmw(C5)8emt(05)
In281eel
W2 SM
rcmw IGS)
EOge Distance OM
1'
2•117
1'
2-vr
3410'
V
2.11r
1'
2-Ur
r
3-im
r
OAV
0.04'
03W
Emneamtnl n
7JIP
1.N4•
44'
Me
r
1.114'
i-UV
1.114'
1-114'
1.1/P
1.14'
r
1.N0'
14W
106ea
2Antten Ig 4JW MIn O.4
HOW 1X
MU D7
No ee
4:003
000 Me
1644 Bs
2101M
280 tM
354 D3
7401M
374IDS
661 Ob
9180
Sit 11d
442Im
!SO Pat
4 ArdwsQ 1. IF Min. O.C. I Stan03N(or
Ofhegd (902X
480 DS
T000s
WA
ILIA
NIA
NIA
IUA
NIA
WA
WA
6521n
055�
MOW
4ArcM0®3-MI7. O.C.l M21SAFG10CIp1/MOX
7BO D9
700 R0
GDO gn
15M eD
1Bsibs
NU
TOMS
745W
DOOim
1692IM
6B21d
805 US
11201ts
3fthm00,54-MD.O.C./U4:1p, Inlo.100'Mrm. OF44X
NIA
WA
NIA
ILIA
NIA
�NOIA380
NIA
WA
WA
WA
WA
HIA
WAIAr4:1nrI
FC1P fT19 63
I05 DI
105 Rt
225 Ds
445108
8221n
WDs
3701M
ley 0s
332 ex
4131102Antllos@l.t51WnO.CJP
6T
210D7
35000
NIA
WA
WA
tlU
WA
WA
WA
WA
SIt 1q
442 Rd
fi600t
FIGURE 1:
FIGURE 2:
FIGURE 3:
E*
FIGURE 4: FIGURE 6:
Me
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP, ANCHOR CAP.,,,,,,,,,\ o ANCHOR CAP..,
\MULLION
USE THIS FORMULA TO OBTAIN THE %ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OFTHE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE
SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF W%ALUMINUM SHALL BE
6063-TS AND BE A MINIMUM OF .100' THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND
045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A30. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
N10 81112 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
125' X 325' X.624'
MULLION
PRODUCT REVISED
a comnl9ing with Ueo FIWI&
v t\LI IIIIl1
No. soles r '
,0�1 a Ir
1D; -
TE
TC'•.. �CORIO ..•• C'9
q.
A. L� NNIMfILLR, P.E.
FL P.E.# 68705
TARLE 11A
Mullion Capacity Table (lb11IP)
Opening Width(forlledicalY3p91WnOmWam)orOpining
Height
0Drhollmdetyspannlrp nulgdm)
SON
601n
76N
1 so in
90In
t00in
120N
1401n
160In
125,13.94
X.824
Rath, lw
Loading
7np111up.
U.44
Rechviu
Leadrp
L. no.
loading
Radmgdar
LoWing
TrapRdup.
Losft
Raely olar
Lnadup
TnpRdug.
Loading
Rsdupdar
Ladiup
Tlaprtdmg.
Lame!
RenuvL1.
Loading
TIapRrlmg.
U ding
FddwWlu
Lmmo
740116 rO.
Loadieg
RedmgdN
Loading
Trepirdsog.
Luang
Raelaogdar
Luadop
TNpUm9
Lusd3p
Atum.Tube
Mullion
��
t`
?�p3
fc
R
7��
P {$ug1
�n
'6-.
ey1�¢a.
�d
•!
a-y,}
� g
..
P�
1
w 6
'e-
i@
19
a
$
'r-,
� �p&.
i' c
't
;
cz
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i`
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;
er.
pH
is
a
g� yy
�
'�..
gS15
�a
'�
£a
'�
gg$ @
a
�
aS2$71
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'�
R1
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iX .l
g
E
�
•�..
� �
�
�
�-..
��
•-'
�
i�-
1 yA
id
f
ayg
8
'�.,
$ �
k
'�
•S-.
421n
170.0
620
00.0
435
170.0
744
170.0
478
170.0
068
170.0
U6
110.0
992
110.0
519
170.0
t116
110.01
521
170.0
t2AO
110.0
$21
170.0
1408
1170.0
62t
1170.0
V36
17"
S21
170.0
1133
00,0
621
do In
110.D[IM
170.0
624
110.0
S50
170.0
6M
170.0
992
170.0
He
ma
1171
170.0
601
110.0
1216
170.0
ITT
110.0
HIT
170.0
600
170.0
17M
170.0
UO
1TO.O
1133
170.0
UO
110.0
2267
170.0
UO
60.625N
170.0
170.0
60
170.0
896
170.0
631
170.0
tUS
t70.0
684
1".1
1125
170.0
723
00.0
1345
110A
147
170.0
1494
1100
7S6
1TOA
1793
170.0
IS$
170.0
2002
170.0
756
110.0
2391
170.0
135
Gil.
111!
170.0
612
mo
SSG
170.0
651
M.0
1116
1TO.$
764
170.0
1276
110.0
103
170A
1434
170.0
837
170.0
1594
170.0
1S6
170.0
1313
170.0
U1
174.0
2231
170.0
got
f60.2
2403
170.0
all
60 in
170.0
170.0
lot
Jima
tO63
1T0.0
79T
170.0
1240
170.0
879
110.0
f417
110,0
944
170.0
1594
170.0
996
170.0
1711
170.0
1033
170.0
2125
110.0
1063
140.3
2163
170.0
1063
129.0
2153
17D.0
%63
63 is
170.0
Inc
745
170.0
1116
170.0
$50
170.0
D02
170.0
BU
VO.0
1480
170.0
1015
00.0
1913
110.1
1016
170.0
1859
V0.0
1122
tU]
2060
170.0
1169
IN
2060
1T0.0
1t71
11L7
2060
1".0
tim
69In
f10.0
170.0
769
110.0
1169
170.0
903
110.0
1364
170.0
IOU
I70.0
1S5e
170.0
1088
110.0
V53
170.0
1165
170.0
1945
170.0
t210
100
IRS
170.0
1276
122.6
196E
170.0
1226
IOU
1966
ITD.O
1266
•�
Min
170.0
170.0
818
170.0
1275
170.0
1009
1/0.0
145E
170A
We
1TO.0
1700
170.0
IM
164.1
1734
tlO.0
1315
138.7
1734
169.0
1386
116.6
1734
ISL9
ION
".1
W4
1SOA
1352
SL7
1734
160.2
1352
Y
761n
170.0
170.0
937
170.0
1346
170.0
low
16aA
1556
170.0
INN
147A
t556
1652
THIS
At.t
1SS8
1S15
1266
117.9
15SS
14L3
1261
983
1556
124.3
1229
042
1556
1223
1219
117
15%
111.2
1216
711n
170.0
imo
set
170.0
tTot
170.0
1116
155.9
1477
169.3
1246
136A
1471
152.0
tud
12L2
14►7
139.E
1209
IOU
14"
129.5
091
BoA
1477
116.9
1169
71.9
Nil
1t0A
1169
64.2
1VT
109.3
11N
901n
N2.0
14S.5
9U
118A
file
t11!
268
101.6
11f0
107.9
951
p0
1110
IBA
936
TO!
IUD
47.6
022
71.0
1110
90.1
910
692
1110
71.7
831
51]
till)
6L6
070
44A
H10
62.7
Ito
961n
117.0
120.3
0T2
97.6
ITS
101.6
666
!3.6
975
00J
812
732
976
16,6
129
65.0
916
71.2
all
985
976
65A
807
40.8
976
61A
799
41.8
975
523
its
306
576
49]
767
04.0
696
69.6
771
70.7
6115
68.7
711
51.1
074
61A
171
64.3
VA
45.7
ITT
49.0
065
41.1
nlL441
547
34.3
711
3L9
612
29A
771
35.0
621
IL7
771
32.4
ell
11.1
730
71.3
691
63.1
730
6SA
650
54.I
730
66.3
640
4T]
130
418
631
42.1
730
45.0
622
37.!
730
814
31.9
730
35.6
600
27.0
730
7I.9
569
23.1
T3D
29.6
gal
VON
693
62A
81.0
SW
d9A
C64
61.2
560
42.0
624
44]
6S2
37.5
624
39,2
644
33.3
624
35.3
6P
30.0
U4
631
25,0
62A
27.7
6f9
21A
021
2/8
509
187
fi24
22.6
601
id{in71.7
177
35.t
400
209
433
29A
395
24.a
4"
25A
390
21.7
433
22.4
395
19]433
20.0
391
17.3
U3
318
TARI r I I R
AnchorCepaclH Table fibs)
Sutauata
27k=196
3.61t Canc.
HOW CMU
FD0d CMU
FTWood
Mdd
AnehorCll Pattema
P
yftt oeowraeI
Vr EkoUameon
QH9'Elto
unmon
3'1C9coll1racen
Vr Ekoumum
VOSS EYo
Ap(TOGafor
5110EkO
UMdtm
14'SS Elto
Aggld3alOt
610 Sled
Stn:w(06)
812 Steel
SctNr la7
W2SION
8[r6w (GS)
Ofalmce
1'
247
1.
2•V7
S1ta•
1•
2-V7
I'
1 2.117
2'
3-1/C
7
0.48•
1 11,54'
DMC
Embeenanl 60
I&V
ta74r
19/4-
1314'
2'
I-V4'
1414'
1N4•
1 17tir
1.114-
1-1/4"
2-
1318•
1tye'
saws
2Aacron0 .71t MIa O.C./Staromeroa
lrAp 411
3mibs
3go10a
45009
B00m
f6d40s
27ob1
200 Re
354 D5
74010a
374 We
664 Ito
946to
341 WS
44210+
5601s
A Arcla s 01.15' MIA O.C. I8urlaaN
(Of CIVeOtIp b
son Ds
70D as
NIA
WA
NU
NU
300 Ro
NIA
WA
NU
WA
WA
682512
8a506
1120 DC
4ARMr603'Mil O.C.I )216MpNC1ps/pid 31
TOO Its
780 Me
61101a
15W 16
19M 103
54003
ISM [o
NIA
TSOIte
74565
SW D7
181120a
652ms
808to
112D Me
4Arcroe 00.54- MID. O.C. I UG,p• IWOADD-AlumM 41
ILIA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
WA
WA
261 ke 1
1 Arctnrl F47pg4l; 4
105 Ws195MO
225m
445Re
822 DI
1352"
140Ita
17rm5
31011a
18T Ds
332 On
413 Me
170D4
22118
21B0Its
nMoe 2A® LIY MIILO,CjF
240 Ds
35D 05
WA
WA
NO7
NIA
lmlts
NIA
WA
MIA
WA
I WA
341 Ds
d1206
r6010a
FIGURE 1:
FIGURE 3:
FIGURE2:
ANGLE
• • CLIP MUST
BE USED
1N PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
1) SEE SHEET f FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-110. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
0063•T5 AND BE A MINIMUM OF .1D0' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.046- THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 d 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
.ANCHORCAP.-
THIS FORMULA TO OBTAIN THE 'ANCHOR
4CITY REQUIRED' CORRESPONDING TO AN
JAL PRESSURE REQUIREMENT FOR THE
4ING, WHEN IT IS LOWER THAN THE MULLION
4CITY (FROM THE TABLE) OF THE SELECTED
-ION. IT WILL YIELD A MINIMUM ANCHOR
4CITY WHICH MAY BE USED TO QUALIFY
ITIONAL ANCHOR OPTIONS FROM THE
HOR CAPACITY TABLE.
1.25' X 3.9r X.624'
MULLION
PRODUCT REVISED
0 mmplyim with Cho Fkft
Building Cads ai _.,•m
1111 I1111/,�
�Ir dV I.YNrV
3. N0.58705
1 ;:It
:F1 srACO• c7.
A. LYPIN?MIR, P.E.
FL P.E.0 58705
TABLE 12A
Mulllon Capacity Tabb Panel
Opening Width (for valloallI spalring
mtl0ons)orOpening Hotght (forhodzgnlaN-spanning mutlom)
60 in
BO In
Iola
so In
1101n
too in
f20N
140In
18DIn
2x4x.25
Reetenadw
Loeanp
V WNv4
L-ang,
Rectangular
Luang
Tnp/Msnp.
Loedin9
Recteagulsr
LOeanp
hJpnxw.
Loading
HeetsWAN
Loading
TISPIrdstg.
Loeanp
Roctrnp.ir
toaft
TreWfamp.
loeare
ReolsnDrisr
Laanp
71spIT0enp.
LOSOV
R4ctmgAsr
Loean9
hgYMsng.
lneding
ReclsrlQ.4a7
Lo4fp
TopIRU01
Ladng
flsetingWv
loading
Trsp/frin11.
Laaalp
Alum. Tube
Mullion�9I�ff
42N
110.0
620
170.0
435
170.0
744
170.0
470
170.0
68a
170.0
SOB
1170.0
992 1
170.0
619
1170.0
1118
170.0
621
1170.01
1240
170.0
521
170.0
14881
170.0
5291170.01
1735
170.0
521
11"
1903
110.0
621
4914
170.0
708
170.0
S24
170.0
050
170.0
664
170.0
992
1704
630
170.0
1133
170.0
661
170.0
1275
170.0
On
170.0
1417
170.0
060
170,0
1700
170.0
Wo
170.0
1913
170.D
ON
170.0
2207
170.0
Boo
SOMS la
110.0
747
170.0
WS
170.0
e96
170.0
931
170.0
1D48
170.0
B04
170.o
1195
t7o.0
In
17o,0
13/3
170.0
747
170.0
1494
170.0
758
170.0
1723
170.0
760
470.0
2092
170.0
750
170A
2391
17"
750
64In
INA
797
1TO.0
612
170.0
ON
170.0
691
170.0
f116
170.0
734
1".0
1276
170.0
603
170A
14U
170.0
837
170.0
1691
170.0
e58
170.0
190
00.0
Sal
170.0
2231
170.0
861
170.0
2650
170.0
6B1
60In
1710
US
170.0
701
170.0
1063
170.0
707
170.0
1240
170.0
070
V0.0
1417
170.0
044
170.0
is"
170.0
9B0
170.0
1771
170.0
1033
170.0
2125
170.0
tO03
17110
2470
170.0
1063
160.6
2850
170.0
1083
03in
170.0
030
170.0
745
170.0
1116
170.0
950
17MO
I=
170.0
BID
170A
1454
170.0
1015
170.0
1873
170.0
1078
170.0
1859
170.0
1122
170.0
223f
17MO
INS
160.7
25M
170.0
1171
145.9
2653
170A
1171
68In
170.0
➢74
170.0
769
110.0
1169
170.0
903
170.0
IVA
170.0
1002
170.0
IWO
170.0
1086
170.0
1753
170.0
1153
WO.0
1945
170.0
1210
170.0
2338
170.0
1215
l5f.8
2437
170.0
1296
132.4
24]7
170.9
J288
T2N
170.0
IOW
170A
ere
170.0
1276
170.0
10D0
170.0
1183
IlO.D
112e
170A
1700
170.0
1220
170.0
1013
170.0
1J16
I70.0
2125
f70.0
1387
IISA
2164
1T0.0
146e
124A
2101
170.0
162D
1092
2184
170.0
1630
78N
1T9A
I122
Ito.0
077
170A
1318
170.0
1000
f70.0
1670
170.0
1209
170,0
1T91
170.0
1322
f00.t
1000
170.0
U21
140A,
1980
170.0
t606
it3.I
1060
1819
150
100.1
1060
131.0
1639
1R9
1060
1627
163f
781n
17MO
1151
170.0
987
170.0
1381
170.0
1118
170.0
1511
170A
1250
170.0
1542
170.0
1369
162.7
1881
170.0
1474
137A
1681
1611
1500
t14.0
1581
147.3
1473
282
1881
139,E
1459
80.9
1861
137'.6
1454
901a
110.0
I.
170.0
itH
14D.1
1398
100.0
1219
127.8
1300
130.0
1100
11f.I
119e
111.3
1170
09.4
1796
1102
11ee
00.0
74A
1396
09A
1122
8].D
1790
027
1f03
039
13BD
TI.O
iDtIBDBN
111A
1229
161.8
1096
122,9
1220
127.E
10J8
f05.3
1220
1112
tOBI
92.
122D
OeA
tON
01,9
122D
69A
f020
7J.7
18
61A
122D
122
9g]
62T
1228
BS.O
077
I6.1
1279
82.1
007
100N
IOU
971
105A
877
88.3
971
00.0
602
74.0
071
77.2
840
04.7
071
68A
837
57.5
071
61.6
025
51.8
5
4A1
971
49.0
706
37.0
971
MA
782
32A
971
40.1
771
IIt N
03.4
010
9T.3
B]2
70.6
Bi0
e1.9
019
60.1
910
JD.O
e0B
69
f9
829
701
030
910
58.7
704
41.7
X101.8JINT17
4
J9.7
919
a.a
706
31.1
BI9
402
742
20,0
910
37.1
732
110In
75.6
768A716
02.8
708
81.6
705639786
65,0
685
472
780
40A
608
41.9
7e8
MA
617
37.7
O
31.6
788
34.9
663
21.0
786
31.0
$41
23A
766
20AB46
MZ
501
361618
J7.0409
312
M
319
491
27.3
648
262
465
24.3
die
23.3
470
21.6
4
10.2
646
18.6
464
16A
648
172
460
13.7
6{6
18,8
4/B
TAR[ F 19R
AnehorCa
.city Tobla ha)
SobaOale
2.714 Conerde
35kCou.l
How cmu
Fme0CM11
PTWocd
I Mffat
AnehorCllpPatlems
Ancia Type
311e Elco Ulrncm
UOExoUlmcon
N1S EIt0
Mixon
3116'EltO un=cn
9M ElcouOmcon
tIeSSEx0
AgWeC74or
urtrumSt"(W)8cfesO35)
ID1CFJCORWA
8108tea
WSW
1f2810e1
sue9(O6)
Edge UstameOn)
I.
2-0Z•
1'
2.9?
MV
1•
2•U7
1'
2.112•
2
3.IfR0.40'
oAP
o"
Embc*nenl
l-T4'
I314•
low
1.Y4'
Y
1-W
1.114'
I -IN'
INC
1.11C
14I4•184'
t-wer
%3*9
2AncBon ® l75' N1A O.C. / 5101Aa0
orow Csp 1% %2)
mo an
Dn
45D its
6s0 x0
16M E
DODs
230ILa
354Its
7401b3
at41t1
Go's two
341 Rn
442 to
560 Its
eArcnan 492.68•M9LO.C.!91mOaN(arOB'O)MT113
740 ms
740 to
BJO bs
1455 R0
1424W
NIA
6B0 re
NIA
MS lot
NIA
800 of682Cs
BBSD1
1120ts
O.a/txBef)clppp4)
tIB51D!09
750 to
10161bs
NUL
WA
7081ot
NIA
7091t6
WA
WA10721M
19271ta
ifd0re4AlxlOIS!1
'A1BLaO/Tg21.n,OeCV"I(FI0.
7B0 ma
7
650•s
15m its
low Et
ODs
560 ro
NIA
7601bs
740m3
Boo t0
IBM1121MAKI0n
®7Mh O.C.I 38 Arole Clot I OT067
1170W
117010o
f0201tt
2340 mt
2BM IOs
81
840 mt
NM
114013
1122tn
132D Its
10221be
1327 Rx
166D Rn
3ARhNS@I 1' MLL O.C. I If CIO. Nt0.125-AhMM 4
NIA
ILA
MfA
WA
IIIA
NIA
WA
NIA
WA
NIA
WA
I WA
WA
ILA
o79
6Arc10136064'1410 O.C./U421p,Info,129ALm O'I96)
NIA
WA
NIA
IBA
NM
111A
WA
WA
ILA
MIA
MIA
I WA
WA
WA
21 tDa
2AncMMOR6C MIrL O.CIF-MOng. 41
370®s
1 310 to
3151os
1 743 Re
712t8
NM
201D R6
NIA
3481115
WA
46D to
I ILA
3411a
442m
66D Ih
SAM103 tp 1.71-MN. O.CLI V0P (Flg.IOj
4430,
1 625 ms
37005
1 073I06
NIA
NIA
3W.
WA
I WgIlO
I WA
I WA
I WA
1 511 mat
6Wm
&D Mf
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.
AMCHUR CAPACITY AUJU9TMEN7
.ANCHORCAP.-
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLIM
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
�Y
PRODUCT RBVISRD
as carnolvinx whh dw Flurifi
'OS
.0'a l
FIGURE I: FIGURE2: FIGURE3: FIGURE4:
• • • • • • •
• •
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
2.000'
uT
MI DOdI h0duel05111
1111 /II
M�
GENERAL INSTALLATION METHODS.
��� \�01; .....
FIGURE 6:
FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
%IGE
• •
• •
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO eE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED. APPROXIMATE HOLE
'2�•
%f r.
•: 0
•
•
LOCATIONS.
•O
•, � "l/z
•., S i E OF 01
FIGURE 7: FIGURES: FIGURE 9: FIGURE 10:
• • • • •
ANGLE CUP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.
V •'•. ..........
{ORIUI, Cj•
'ilCs�t ' •• • ••..
(FIGURES 588}
ALUMINUM L BE 6063-TS AND BEA MINIMUM18
2'X4'X.25'MULUON
�vlz
III�1Gt�
••
MUNPAIRS.�
GAUGE). STRUCTURAL STEEL TO BEAT 25'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEASTSCREW
A. LYt��I MILLER, P.E.
•
• • • •
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I8-8 S.S. OR 410 S.S.
FL P.E.A 58705
TABLE 13A
Mullion Capacity Table WAtt
Op•nin Width((orvatUm*,spwdrlgrm/Ilan)or0paninpHdBlit(forhodmldef)rispernirgonflors)
SON
6014
70 N
SO N
go in
100 In
t201n
140 N
Sao N
2x8x25
Reclenplu
L"ft
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170.0
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170.0
930
170.0
145
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170.0
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170.0
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170.0
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170.0
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170.0
1573
170.0
1076
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1550
170.0
1122
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2231
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1160
170.0
2603
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1171
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3117
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ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP )X J ANCHOR CAP.,,•",•„\ ANCHORCAP...
\MULLION CAP.,e_
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1-2.000•----1
.250•
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE3: FIGURE 4: FIGURE & FIGURE 9: FIGURE SO: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
• • • • • • . • • • 21.23. HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 6: FIGURE 6: FIGURE?: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED
• • • • • • • • 6-71 YELLOW SOUTHERN PINE WITH AN SO OF0.55. ALUMINUM S14ALLBE6083-T6AND BEAMINIMUM OF.125
MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO
• • • • • • • • USED IN BEAT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS. THREADS BEYOND THE MATERIAL. MO & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. 2'MULLIION
AA
FRDDUCr REVI68D
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(forh9dzaVatysparcing mullions)
W In
601n
701n
60 in
901n
100 in
1201n
140In
160 h
1.26"x2.11"
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49.1
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53.1
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214IN
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37.2
207
27.6
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3L9
204
24.7
258
23A
203
2&5
2SB
322
261
17.7
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322
201
1&6
268
322
201
6310
427
234
45d
200
35.6
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30.1
1054.7
192
23.7
234
31.6
189
237
230
29.4
186
2L4
234
2$0
184
17.8
234
29.8
153
16.3
234
26.8
183
114
234
20.6
183
68In
37.2
2t3
39A
1B3
31.0
213
33.7
179.8
170
21.2
213
27.0
173
2a6
2t3
25.1
170
%8
213
2V
169
15.5
213
722
187
t13
213
270
158
1t0
213
220
1110
72N
2&6
179
30A
155
23.9
ITS
2&0
1522.0
149
17.9
179
20.3
147
150
179
18.7
MS
70N
24.3
101
25.4
140
2a3
1B1
T1.0
137.0
1251&2
161
17.0123
78In
226
152
23.6
123
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131.6
128
Anchor
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812SIW
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Eq)eartMo(In)
P
2.12
1•
2-VZ
3.118'
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1•
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2•
5416•
2'
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0.5/•
0.32r
Embouffa 03
1S'r
1Srr
137r
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1-v1•
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1•Vd'
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1•vr
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660116
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100
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760 Os
743 m1
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1 min
I BRIMeB6Im
1130m
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
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
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 60MT6AND BEAMINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST A25 THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL,1M S.S. OR 410 S.S.
.ANCHORCAP._
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
r-1.28It'-»-I
1
r.125'
1.26' X 2.11' X .126' MULLION
(INTEGRAL FIN MULLION)
Oil
PRPA).UCr REVISED
of complyitt5 with Yoe Florida
Building CadO 1 c �.nr e
1621
�i 1111II111
1..Y N 4f/�
1�: p1o.5t3705 rr
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Mu18on Capactly Tabt• $W
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501n
Win
70N
flow
"In
100 in
120In
140In
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32r30
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1,03 m
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DEG. AL
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42In
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620
170.0
433 1170.0
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110.0
066
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1".0
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170.0
519
170.0
It75
170.0
521
170.0
1240
170.0
521
170.0
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170.0
521
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1735
170.0
621
149.1
1740
1".0
521
48w
170.0
703
1709
624
170.0
6W
170.0
SM
170.0
692
170.0
ON
170.0
1733
170.0
681
170.0
1270
170.0
677
170.0
1417
170.0
680
1522
IBM
170.0
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130.6
1622
170.0
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1142
1522
170A
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7709
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170.0
683
170.0
695
170.0
631
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1049
170.0
681
170.0
1105
f70.0
723
170.0
1348
170.0
747
164.2
1443
170.0
756
OU1
HA
170.0
768
117.3
1413
f70.0
TSB
102A
1443
170.0
760
64In
170.0
797
170.0
812
170A
08
170.0
691
170.0
I115
170.0
764
170.0
1275
170.0
803
160A
1353
170.0
617
144.3
1353
170.0
856
1202
1353
f70.0
581
103.7
1353
170.0
$51
902
1353
170.0
66t
Wh
110.0
583
t70.0
701
170.0
1053
170.0
7W
107.0
1218
170.0
U78
148.1
12ta
170.0
944
120.9
1218
U9.0
9W
It8.8
INS
1521
924
07.4
t21a
146.1
913
63.5
1218
14a.1
913
1&1
1218
USA
913
631n
1709
ON
170.0
745
170.0
1119
170.0
B50
1502
1150
168.9
033
131A
1160
153.0
914
116.8
1150
14"
890
106.1
1150
13U
BUS
5b0
1150
12&7
571
75.1
1150
1202
1170
6S.7
116D
126.2
670
So In
170.0
974
1T09
789
152.4
1042
165.6
651
130.8
1a9
14a.6
004
Ila
1045
133.1
650
101.6
1018
123.4
039
91A
1048
f16.6
630
752
1048
109.4
821
65.3
1045
1082
Bill
67.1
104e
109.2
a1a
c
72 t1
140.0
B60
147.9
784
117A
880
129.0
740
100.6
O80
410.e
734
0&0
NO
Iwo
722
78.2
850
O20r4l
70.4
NO
K2
703
50.7
ON
792
093
603
800
78.5
60
44.0
660
70.4
68a
'
781n
110.7
790
125.1
690
09.0
790
f00.4
076
85.5
700
03.3
603
74.8
790
53.9
552
60.5
790
709
59A
700
71.7
635
499
790
65.1
024
420
M
OLI
6t9
37.4
790
61.5
617
78In
110.0
750
115A
657
923
7W
911.1
aM
70.1
750
0&0
632
�.2
750
77.1
621
81.6
750
70.6
65.4
750
65.7
600
4%2
750
59A
491
39.6
7W
6&2
5M
34.6
7W
55.6
5M
Sow
72.1
563
74A
$00
W.1
6W
029
491
61.6
60
64.8
483
45.1
5M
489
476
40.1
683
MA
38.f
603
40.0
462
30.0
6W
38.2
452
25.3
563
37.3
445
22.5
SM
31.0
442
011
69.4
40
aM
443
19.5
IDS
51.6
435
42A
495
4/.a
42r
37.1
493
39.9
421
33.0
IDS
36.1
29.7
495
332
409
24.6
495
29.1
400
212
495
Za5
394
16A
405
25.0
390
103w
41.7
391
129
3S3
31.6
321
35.9
34a
29.6
391
31.1
342
264
391
27.6
337
23.2
391
249
20.9
391
22.0
328
17A
391
19.7
321
14.9
331
17.8
315
111 N
S6A
370
392
331
32'0
370
33.0
330
225
370
28.0
325
24.0
370
25.3
320
21.4
370
22A
310
192
370
20.9
312
%0
370
18.1
305
1201n
30A
317
30.9
289
25.3
S17
20.0
284
21.7
317
22.5
280
19.0
317
f09
27B
10.9
717
17.0
2/J
1MN
17.0
=0
17.5
203
Anchor
Capacitv Table ha
su5.uet0:
2.7k Ce Me
3.5k Cane. I
fkiow c mu
Faad cMU
PT Wood
MAIN
Anchor COpPattcme
Anckorlypa'
911aEkotlSmeon
1l4•EkOUlUeean
5118' F2co
Inatton
SIIB'EkaUWttaa
1A'EkoUaaean
11489 Eke
A�eWtor
Y15' Ek0
Wream
1/4' 90 Eke
Appre0ehr
610 81eai
6cmw(05)
a12 Bled
8a (05)
012 Bled
9eraw(G5I
Edge f3.fanes (•3
t'
2-1rr
1'
2.1!!'
Ylle•
1'
2.11Y
1'
2.7f!
2'
3.1ir��2'0AW
0.64'
0.324'
mlkdT01 T
1311
fdr4'
1,1l4'
1.31P
2'
1.1W
14r4'
1.11P
1.1R'
1.1q'
1•irr1-Tir
ma,
v0da2
Anehd.®6-Min215
t2ip R-,I7
b
390 Wa
450b
ego Ra
17Wb
2101es
250 We
354 ma
740b
3T416d
72010.
541 na
44223
680b
1Anehaa®3b'Mn C.0.1(2) 20 Angle OPS r ff .23
7Wb
7a0 pa
790b
1870b
2525b
540b
56011•
WA
11201M
74823
6110Ib3
16921M
682 Wa
6651M
1120 WA
6 Anotau®271`MIa O.C. /(2)7.5 Argh Cfya lff4. 0t
11201W
1f20lF>ti
955fes
1 224611,3
2254M
WA
54DIb3
WA
I 10591ha
WA
1320b
WA
f022 Wa
1327b
1680b
FIGURE 1:
FIGURE 2:
0
C�
FIGURE 3
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF .126'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .12b' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 070 & 012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S.
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
30' BAY
MULLION
gY
PRODUCT REVISED
1t11111111�
• ��GEWS/_ I
5871055 if
tJ �• 1O
p'fE�0F em :u
A. LR, P.E.
FL P.E.# 58705
TALI F 4AA
Mullion Capacity Table lilr
Opining Width (for veNcaVepentri
mVlons) crOpenlnOHeight
(forhod20nlelyapwrf indlons)
so in
win
701n
BON I901n
f00In
120in
140in
loom
3.25" 46
RwWwdu
Losdro
TlWMmg.
Looting
Reetonoft
Looting
TuplTdarn
Looting
Re/langOr
looting
TrWMNV.
tooting
Radesgtiu
Looting
Thprrdm
Looting
RatanpAr
Loading
TWIVIsno.
Losang
Rmtrgier
Luting
T14JTdam
Looting
Reelen9ul
Loading
TlgdTdup.
Looti'nggg,
Wdonpllr
Looting
Ttaplltlalg
looting
nP4r Rxh
looting
he♦ODIwo.
Looting
DECLAL
BAY MULL
421n
170.0
620
1TOA 1
434 1170.0
744
170.0
478 1170.0
8a8
170.0
S0a
170.01
022
170A
619
170.0
1115
170.0
621
170.0
1240
170.0
521
i?DA
1488
170.0
521
170.0
1735
170.0
521
160,3
1871
170.0
621
40In
170.0
708
170.0
624
170.0
850
170.0
584
170.0
292
170.0
830
170.0
1133
170.0
651
TT0.0
1275
17"
677
170.0
1417
170.0
no
JUT
1937
170.0
e80
1401
107
170A
650
122.E
1037
170A
500
seAtsin
170.0
T47
170.0
6e3
170.0
590
170.0
W1
170.0
1048
170.0
084
170.0
1195
170.0
723
170.0
ISIS
170.0
747
170.0
1494
17D.0
760
f47.1
1552
t70.0
Me
120.1
1552
170.0
768
110.4
1652
170.0
750
64h
170.0
707
170.0
612
170.0
me
170.0
691
170.0
JIM
170.0
751
1T0.o
1276
170.0
US
170.0
1434
170.0
037
1552
14SS
170.0
ON
129,3
1456
170A
861
110.8
1455
1- -
Bel
OlA
459
170.6
861
soh
170.0
to
170.0
701
170.0
1083
170.0
707
170A
1240
170.0
117E
157.1
1309
170.0
9M
139J
1300
U0.0
DID
12&7
1200
167.E
294
101.E
1309
157.1
962
89.8
000
i67d
0a2
78A
13M
157.1
982
W N
170.0
WO
170.0
745
170.0
1116
170.0
650
182,9
1247
170.0
940
142.E
1247
181.E
683
12&7
1247
1628
905
114.0
1247
144.3
952
95.0
t24T
100.2
936
51.4
1247
135.7
935
71.2
1247
135.7
- WS
{b
DO In
170.0
974
17D,0
709
ilOA
110g
170,0
9W
14e,4
1f00
1657
g65
429A
1Joe
147A
915
118A
1190
1366
g28
100.9
4100
125.1
014
OO.E
1190
119.E
090
T12
1190
110.1
QW
O4A
1190
1f0.1
e93
e
TtN
IOtA
IofO
fe0,5
877
131.7
1010
144.8
559
115A
JOfO
1272
812
1M.0
I.0
111.7
ers
6&5
1010
IOSS
017
60A
1010
95.9
ODi
a7A
1010
90A
7B5
57.7
1010
0T.8
ig0
505
1.0
D7.T
759
uTON
137.4
ON
143.E
T92
114.5
ON
122.0
775
0&1
9W
107A
761
85.9
/00
982
749
7&3
ON
582
738
68.7
900
023
720
57.3
005
74J
718
40A
905
71.2
71D
42.0
003
70A
700
75b
127A
am
132.E
764
103A
WI
112E
M
00.8
$01
08.0
725
79A
051
55.E
?13
70.0
BBt
al.0
act
75A
094
6So
Bat
63.1
get
45.4
a81
04.5
a76
39.7
Ilat
W.7
072
90In
82.7
040
55.4
574
0&9
046
721
561
59.1
045
no
554
51.7
a46
5&1
545
45.0
so
50.9
848
47A
SW
34.5
60
41.5
519
20.5
640
3a.2
all
25A
045
30.5
607
gal,
aa.2
668
70.1
608
58.5
Me
59.1
499
46.7
W8
MA
491
42.6
500
15,E
183
31.0
SN
MA
We
3&1
470
28.4
S08
33A
459
24.3
He
3AS
452
21.3
N8
20.7
447
1WN
47.9
449
48.8
405
39.9
440
412
3B9
342
442
35.7
393
20.9
449
31.7
367
28A
449
28A
$47634.1
449
28.1
377
20.0
440
227
We
17.1
449
20.4
3e1
15.0
449
10.0
350
Jilin
44.1
425
45.0
305
30.E
425
37A
379
31.6
423
32A
773
T7A
/2S
29.1
307
24.6
425
202
425
24.0
3W
18A
425
20.7
330
15.8
I25
18A
313
20h.9
361
35.6
331
29.1
364
20A
328
24A
364
28.E
321
VA
301
22.8
317
10.4
3H
20.5
354
10.7
209
141N
20.2
253
20.4
233
IDA
251
r17.1
230
TAtll F 1R I
Ana
her Ce
ct Tablefibs)
811a31110C
27k laCll me
Ilk(km.
Rogowcmu
Feed C4U
Pr Nb00
Mehl
AnehorC6p Pahema
AnChOr
Y18 Eko UMCM
11PEke U6 eeon
tine' Eko
IOvacoo
Yt6' Eko UO xw•
1M Ekq U teem
Eko
eon
1l4.88 Eko
Aggieft1w
51081ool
Sennr(05)
81281ee1
8eroe (G5)
W Sted
Suow(a5)
Edge Dhktxe{h7
V
2-1r2'
1'
2.1rY
3.1f8'
1'
1'
2.1wla'
r
0.46'
0.54'
0.324•
EmOec"mtml
1-Y4-
11�1'
1-Y4'
1.314'
r
1.1f4'
41V
1.114-N•
Wftm
r
IJlB•
1-YM
wka
2AwbM05' N& O.C. l L2)
295Arok CIPs fffq. l):
390 Rn
39a tos
450 Da
e9015a
17001M
TlO roa
E
351 Igo
7101*1oe
0451oe
341 Ibs
44211
Amewe ®33'INn O.GfR)216
An9k 13ip9 ! ffq• 27
Too Rs
780 W
T80@s
18700•
7575k9
540 M
WA
11206s16s
fa92 goo
®21bs
08516a
1120 bs
6 AIklwa 271'Mn O.G/Ig)7s5 AI•lo f3hs/ q. 7T
11101as
1120M
9SBW
224016i
22541q
WA
WA
1a59IM
WA
13206u
WA
1022IR
1321 an
i660 Rr
FIGURE 1:
FIGURE 2:
0
0
FIGURE 3:
ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES'
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26FOR INFORMATION ON LOADING,
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSOR(: -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-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
LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULUOp
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
a complyin8 arllh dl• Fladcla
I4aitding Code s0 __.,a
2021
1YIJN dfq
- �' 140. CiF.T05
Tc •.. Fl.olTlvr•'�.G
A. Ll NN)Iy1,1�42R;b.E.
FL P.E.# 58705
-) ,.DOD` r
.125`
2
r .125'
1
1' X 2' X .126• MULLION
6063•T6 ALUM.
XSECTION
.376'
MIN.-
126•
2..0'
L 376'
1• X 2• X .375• MULLION
6003•TBALUM.
XSECTION
iSTANDARD
CLIP
5.500•
CUTHERETO
37
3.125• -'1 CREATEF-CL1P.SEE
MI
� DETAIL F. SHEET4
r-------�
r------ET4
1 I
I
I I
A
�- STANDARD CLIP
6083•TS ALUM.
Z.1TER OF ANCHOR HOLE MUST LIE TOPVIEW
HINTHE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1H8•.
5.500` .375'
.375' MIN.
MIN.
_-__---1------------y
I I I
1 ---I -- I
D I B
1 I � 1
I I I I
-1 1.00m I--•
a126V2.760'
6'
7
V X 2.7W X .376' MULLION
6003•TO ALUM.
%SECTION
2.125"
U•CLIP
I 6063•TO ALUM.
L XSECTION
.126`1 I Q
-+I .T40' F-
F I
.338` MN.
A I U-CLIP
6083-76 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST UE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 6.17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER +,/1S".
TABLE R
,`X 2.7W X .85W MULLION
6063-T6 ALUM,
XSECTION
-"I I�•126'
2X5 ANGLE CLIP
8003-T6 ALUM.
2.Ow X-SECTION
1 .126'
1.25` X 3.16V X .265` MULLION
0003•76 ALUM.
X-SECTION
5.000'
.375' MIN.-
----------------------
2X5ANGLECLIP
8063•T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ IIIV.
Mull Dimension (sheet#)
POT Part 0
Mullion
Std. Clip
Othet Cllp
u Cllp
Angle Clip
1' X2' X.125'(5)
66605
666113M
686111BM
666243M
666511M
1' Xr X.376" (6)
686008
668114M
6661119M
666244M
666512M
1' X2.75' X.375° (7)
66607
SW6115M
6661120M
666245M
666513M
V X2.75' X.650' (8)
66M
666116M
B661121M
BM46M
SW514M
1' X3.126' X.500' (9)
66637M
666111116101
6W1114M
666242M
666516M
1.25" X3ABB•' X.285' (12)
66641M
6661117M
6661113M
666241M
666516M
1.26'X2.1VX.126•(18)
69370
WA
NIA
WA
BM17M
OFFSET CLIP NOTES:
6063-T6 ALUM.
TOPVIEYV 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP.
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8: ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE A
1--,.266•
.126'
2.11G
1 .,25
.90D• F
1.28` X 2.11' X .,25 MULLION
6083-TO ALUM.
X•SECTION
Dimension
Value pn)
For Mullion:
A
1.625
1' X2' X. IV
Aluminu m
Tube Mullion
B
2.054
C
0.895
D
0.740
A
1.126
1X2' X.376•
Aluminum
Tbbs Mullion
e
2.404
C
0.836
D
OADO
A
1.876
1' X2.76- X
.376AIunAnu
Tube Mullion
B
3.000
C
0.767
D
1.118
E
.450 Mln.
A
1.312
1' X 2,76' X
.65M
Aluminum
Tube MuIODn
B
3.000
0.476
0.836
2.0002
1'X3.125'X
•� Alum
Tube Mull
tC
637
0.883
1.137
A
2.625
1.25' X 3.188'
X.285'Alum
Tube Mull
B
3.262
C
0.852
D
1.762
A
1.813
1.26' X2.11`
.121' Alum
Tube Mull
.0oucr RBV440D
canplyinn{{ with 00 F►ft
iildi-HCodu - --.-
cx
�`���;�y 1l'NN
��`i`�.•`�GrIJSF•• . 4' �i
^LY
-�!L
UZ
•.. S. A C U • S�/•:
A. LY441140R)� E.
FL P.E.# 68705
-{ 1.000- tow
4.000' 4.000'
.126'
A25'
.126
.�{376'
t'X4'X.125'� i'X4'X.37S 1
MULLION MULLION
6083-T6 ALUM. 6061T0 ALUM
X-SECTION X-SECTION
1.250'
3.250'
.100'
-T Aw
--4 .820' 1-- I
1.2S'X 3.25' X,100'
MULLION
600546 ALUM,
X-SECTION
30' BAY MULLION
6003-T6 ALUR
X-SECTION
228'J { .981'+4
1'X4'X.376' '
'r-MULLION
6063-TO ALUM.
XSECTION
--1 .820' h- --i .820" I--
1.25'X3.25'X.624' 1.2WX3.04'X.624'
MULLION MULLION
6005•TS ALU M. 6005•TS ALU M.
X-SECTION X-SECTION
5' BAY MUALI01
6D83-TSALUM.
XSECTION
,376'
MIN.
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY, SEE
SHEETS 6.20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER • U18'.
61-r.126' I MIN• t\ I
.220'T i--.9B1'4
� f
225('
3.25V L
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
7rt
40'
{
.125' STANDARD CLIP 1
2.000' 6063-TBALUM. I 2.126' 2X6ANGLECLIP
I %SECTION I 6063•TOALUR I U-CLIP 2.000' 6063•TSALUM.
.726' X-SECTION L XSECTION
Aw-
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 6.20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER,, V18'.
CUTHERETO 375'
CREATE F-CLIP, SEE
DETAIL F. SHEET 4
-------
4.
I 1
1 1
y I
� � F
STANDARD CLIP
6003-TB ALUR
TOPVIEW
I-T
I
II .376'
PZOFFSFT
PM. TOPVIEW
376'
CENTEROF
ANCHOR HOLE
MUSTLIEWITHIN
THE DASHED
F
BOUNDARY. SEE
SHEETS 6.20 FOR
: 'HE ANCHOR D.C.
DISTANCE
MAXIMUM
ANCHOR HOLE
I
DIAMETER:
ANCHOR
DIAMETER # 1N6'.
U-CUP
6063-T6 ALUM.
TOPVIEW
TART F r.
Dimension
Value (In)
ForMulllon:
7
L4'
0
t000
.126•
Aluminum
H
2680
000
Tube MuSbn
F
3.187
1'X4'X
G
0.757
.375'
Aluminum
H
2430
1
3.0W
Tube & r
F
1 2260
126' X3-. V
0
0.760
X.100'
Alumitelm
H
1.600
1
3.250
Ttbe Mullion
TAR! F r1
MIN.
-------
I I ti
I 1
I 1
I 1
I i
2X5 ANGLE CUP
6003-T6ALUM,
TOPVEW
TARI F r r:r1MT
Dimension
Value (In)
For Mullion:
0
1-OW
0.50
125 ' ,2S
X.624•
Aluminum
Tube Mullion
H
1
1.438
3,260
F
G
2.625
1.126
1.2W X3.94'
X.624'
Aluminum
Tuba Mullion
1
1.6D0
3,250
F
2.811
30' Be My
F
2875
45' Bay Mi
Mull Dimension
(ehaetY)
POT Part/
Mullion
Std,Clip
OUeetCllp
U•Cllp
Anglo Clip
P X4- X.126' (10)
69W4
666111M
6661122M
866241M
NW10M
P X4' X.37W (11)
66610
686112M
W81123M
666242M
6W519M
1' X4• X.376' T (11)
66653
666112M
66om3M
666242M
806519M
1.25'X3.2VX.100'(13)
20160
6601127M
6661124M
65MIOM
6665116M
1.26' X3.25' X.62A' (14)
20161
6601126M
801125M
6882411M
6B651116M
1.25 X0.94' X.624' (16)
20i62
;W.
6881..7M
6601128M
68B241M
666517M
30 De9no(19)
WA
WA
WA
6965110M
45Dogma (20)
1 66M
WA
WA
WA
6685111M
"[ ilcr REVISED
au cemplyin6 with We Hari&
Uaildlog Cods
Accept,,. M 16-07.18 .03
Blplmtiyn INGUM12=)
140.50705 is
7 .0
'A 01Y f I44GR,`��E.
FL P.E.# 58705
TARI F F
Mull DlmonNon
(sheatM
PST Pert#
Mullion
Sid. Clip
U•Clip
Angle Clip
2' X4' X.26' (16)
68602
OB6281M
666271M
6665112M
2" X6' X.25' (17)
66604 T666262M
666272M
6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. .
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
)"--2.000•--i
2'XS'X.26'
MULLION
6083•TO ALUM.
X-SECTION
.376'
MIN.
£-
i
r
i r
r
i r
i
r r
i
i
r
r �
•:I
5.500'
CUT HERE TO
3.500'---� CREATE F•CUP.F�:
ti l SEE DETAIL F.
r-SHEET4
_ 376'
MIN
r------------
F --
-------�
1
i
I
I
-�-^
---
I
--�
3.41
I
I
I
1
L- STANDARD CLIP
�cn vrwi�nvn n..�c m�.o, ••-
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 6.20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER * 1110'.
5.500'
3.500' -1 CUT ARE TO
CREATE FCLIP,
.376' SEE DETAIL F. •376'
MIN. E-sweerA MIN.
£-
r----- --
I
I
-------
I
------- -
I
1
I
�
I
I
I
I
I
1
I
I
I
4.688"
I
I
I
I
I
I
1
I
I
I
1
I
I
1
I
I
1
I
1 `-
STANDARD CLIP
0003•70 ALUM.
TOP VIEW
U•CLIP n
0003-TO ALUM, 6083 TO ALUM. Ste'
2.1I26' J4W-.4
XSECTION Z,ppp• XSECTION
L.126' 126'i�-•1T O
I MIN.
-- --
I
I 1
£ + 3.438"
£
I I
3.438'
.376'
Ao
L--------------------- j- _rMIN
U•CLIP, 8083•TO ALUM.
2X5 ANGLES CUP
SEO FOR 2' X 4' MULLION. SHEET 18
CENTER OF ANCHOR HOLE MUST UE 6063•T6ALUM,
TOPVIEW
NOTHINTHE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C.
CENTER OFANCHOR HOLE MUST UE
DISTANCE. MAXIMUM ANCHOR HOLE
WITHIN THE DASHED BOUNDARY. SEE
�DIAMETER:ANCHOR DIAMETER 41110'.
SHEETS 5-20 FOR THEANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER. 1/16'.
£
375'
I
I
1 I
1 I
I I
I --'MN.
ritODUCTREVISED
I I
0complyingwith"171 tdil
I I
I I
Bnlldit. code
Aeeeplen.Nolb•OQ,1B.03
mlioo,Date $Ox 1
j
Dy
£ t 5.438'
£ - - - - - - - - -1
Mien rmaua
1111111t1/
8' I
5.438' I I
qN '
`
I
; No, 58705 S.
-- ---
L--------------------- jJf
MN.
%A J;
SY)C1E r� ((j�
•
U-CLIP
2XSANGLE CLIP
'•.CORfOP;.•' T
80TOPpEWVIM
��
USED FOR 2' X 6TMULLION, SHEET 17
MR',
TOPVEW
A. Ati �i P.E
FL P.E.4 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS W HEAD
SEE 9EE
FENESTRATION OETARS,
PRODUCT'S SHE
APPROVAL,---
24
Tr
MULLION
LENGTH 4 Q
DETAUL6,
BHEE75
2.3
NO ANCHORS W WINDOW 611E
3P—^I 3T
---I MULLWIOTH
PENING WIDTH
EXAMPLE 2: MULTIPLE MULLIONS
MULL WIDTH--U•
MULLION `
—` SEE
-SEE
LENGTH
A
DETAILS.
DETAIL E.
OPENING
SHEETS 2-3
SHEET 3
HEIGHT
FOR
MRrL
OUR. 71.
HULUON
SEE
DETAILS.
SHEETS
2.3
36%
WIDTH FOR VERTICAL
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4•. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0460.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32•+32+1'=6V. REFERENCING SHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT` LARGER SIZE AVAILABLE.
FROM TABLE 3A. SHEET 7, THE 1"X 2.T6• X.375' MULLION (LENGTH -72', OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 41.58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A. SHEET 8, THE 1- X2.75- X.650• MULLION (LENGTH-72'.OPENING WIDTH - 70') HAS ADESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS.
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)(112 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
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.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/•60.0 PSF. THE OVERALL MULUON SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF)X 6387PSF = 524.8 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 23/8-. THE OPENING REQUIRES
DESIGN PRESSURE OF +60.01-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1' WIDE MULUON IS SUITABLE, THE MULLION LENGTH IS 32-+72'+1'-IGVAND THE OPENING WIDTH IS 3V+38'+1' -73. REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8' AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF *60.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A, SHEET 7, THE 1- X 2.75-X .376- MULLION (LENGTH =106', OPENING WIDTH - 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+!-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2-X 4- X.250- MULLION (LENGTH a 108, OPENING WIDTH a 80') HAS ADESIGN PRESSURE OF 4/•64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36•+36'+21a741• NOT 73•AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 73• DIMENSION (35.1/2-+35.113-+2--7n
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8- WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 0, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 911 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .250• MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36- AND THE OPENING HEIGHT IS 32'+721+2• =106-, REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRI NGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2- X 4- X .260- MULLION (® LENGTH - 42•, OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
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 a -
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH
(4) 3116- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS. '
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH 1S GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
ANCHOR TYPE IS A 912 STEEL SCREW.
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS 41.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM.THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL 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.
oY
PRODUCT REVISED
um I wish me Fhxlds
Building code '16.021 S • o
AcccDlmm
w ., I4D. !i0%OS
S* A r 0 <u,
fis'• r��
S'/ONAI-
�c��'
A. LYNN MIULL, P.E.
FL P.E.# 68705
EXAMPLES OF RECTANGULAR LOADING:
PW
ma
1
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
Fry 1.014
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION
—I
P
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLION
EXAMPLES OF TRAPEZOIDALITRUWGULAR LOADING:
WLTZZM�ffiomli,w
ADING OF HORIZONTAL MUI
LOADING OF (2) HORIZONTAL MULLIONS
Im
o0
�II//
�
/
/%I//
/I//
�,I/M
�►
1�
J
I//
LOADING OF VERTICAL
MULLION
cc
HINGED
DOOR
�I{
II Ij�/
II/
I I/
LOADING OF VERTICAL MULLION m I I fm
LOADING OF HORIZONTAL MULLION Q J V
a
yo
o�
PW
co
0
4
30:10
�
�
SHIDH
�
mOf
4�
/
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
;RGULICTREVISED
7)DRAWINGSARE
as comPlyhis „uh Ym Flodds
Dulldinp Cuda
RERESENTATIONS OF TYPICAL
AcaMuko No
PIN CONFIGURATIONS.
E fmt' Dale Qp
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
By
Ml- [4odaq
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
W
���LYiJN !!��
BE DETERMINED, USE
RECTANGULAR LOADING.
`�� j$i���•......•.fCCC.��i,
a� . ' �ICENI3E '•. Ep
3) SEE PRODUCTS' APPROVAL FOR
No. 50%0r,
ACTUAL ANCHOR LOCATIONS.
T'j, -OF
LOADING OF HORIZONTAL
A. L'Y
W'F� ANf�I@.E.
MULLION
FL P.E. 58705