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FILE COPY RE
VIEWED FOR zL 39 D&
CODE COIVIpuume c
MIAMI-ME ST• LUCIE C UNTY BO;ODU[��� MIAM-DARE COUNTY
CT CONTROL SECTION
7 I /�z 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) Miami, FL 33175-2474
BOARD AND CODE ADMMWSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.m1nmidade.eov/econom1
3780 W 104 Street
Hialeah, FL 33172
RECEIVED
is NOA is being issued under the applicable rules and regulations governing the use of construction
MAR 2 ���materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
St. Lucie CountProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Permit i`g 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
DESCRIPTION: Series "CGI Heavy Duty" 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, dated 08/19/11, with revision D dated 06/26/2020, prepared by manufacturer,
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# 17-0630.11 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 Sifang Zhao, P.E.
NOA No. 20-0406.08
DE COUNTY Expiration Date: May 26, 2026
08/20/2620 Approval Date: August 20, 2020
Pagel
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
1 through 25 of 25, dated 08/29/11, with revision B, 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51
Edition and with FBC 61 Edition (2017), prepared by manufacturer, dated 01/29/15,
signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement Letter conformance to FBC 5th Edition (2014) and with FBC 6th Edition
(2017), prepared by manufacturer, dated 08/29/17, 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.
3. Private Labeling Agreement document in conformance to Product Control guidelines
dated 02/15/16 signed by Mario Ferrucci III.
G. OTHERS
1. None. •
Wang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.08
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMTTED
A. DRAWINGS
1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor Calculations and Structural analysis complying with FBC 6t6 Edition (2017)
and with FBC 7t1 Edition (2020) and, prepared by manufacturer, dated 04/01/2020,
signed and sealed by Anthony Lynn Miller, RE
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
F.
1. None.
STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017) and FBC 71 Edition
(2020) and, dated March 30, 2020, issued by manufacturer, signed and sealed by
Anthonv Lvnn Miller. P.E.
2. Statement letter of no financial interest, dated March 30, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. This NOA revises and renews NOA #17-0630.11, expiring on 05/26/2021.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.08
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-2
UITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACTOR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE III ------OPENING WIDTH FOR VERTICAL MULL
MULLIONS I / SEEDETats I
T., A-0
SHEETS 2d
SEE DETAILS
ATHRUG;
SHEETS 2-4
I
III 1
II / III / II
VERT.
MULL LENGTH
41
/ I11
__III
I
/SEE DETAILS
ORIZONTAL A-D.G,H;
H
MULL SHEETS24
LENGTH HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL, [—OPENINGVADTH—I
—I LENGTH )`
OPENING
HEIGHT l
OPENING MULLlij
FO
LENGTH HORIZ.
L MUL
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE -
CODES !STANDARDS USED:
-2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
02017FLORIDA BUILDING CODE (FBC), 6TH EDITION
-ANSUAF&PA NDS-2018FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2016
•AISI S100.16
*AISC 360-16
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 OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLYTO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TG BE. 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 CUPS,. BUT SHALL
RECTANGULAR NOT HAVE GAP OF MORE THAN 114' FROM THE CLIP.
I ATHRUG:
/. SHEETS ne
HORIZONTAL
SEEDETAILE Mw'
-SHEETS
FENESTRATION
PRODUCTSMAY
CBE OF ANY TYPE
MUST BE
MANUFACTURED
BYCGI.
I—HORD- MULL LENGTH—j
OPENING WIDTH
)R VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
MULTIPLE MULLIONS
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1BO. THE U3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6LOAD 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.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP 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 SHALL 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-6443; ELCO ULTRACON, DEWALTTELCO AGGRE-GATOR DEWALT ULTRACON+NONS.
9) MULLIONS AND CUPS, HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PG71
FENESTRATION PRODUCTS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT) FOR THE OPENING USING THE ASCE-7'STANDARD.
2) CHOOSE A MULUON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND. LOADING IS"RECTANGULAR'OR-MIANGULAR/TRAPEZOIDAV.
GENERAL NOTES.......... ... .... m_._ 1
INSTRUCTIONS .__.............. ....... 1
MULL TO 2X WOOD .... ...........
__.. 2
MULL TO IX& MASONRY._._..._ 2
INSTALLATION NOTES ._._------- .. 2
MULLTO MASONRY............. 3
M ULL TO STEEL ST U D......._.......... 3
MULL TO MULL..........._....-...___..3
ALTERNATATE CLIPS.. .................. 4
BAY MULL INSTALLATIN..____._4
1 X 2 X.125 MULL SPECS...............5
1 X 2 X.375 MULL SPECS-...4.—6
1 X 2.75 X.375 MULL SPECS .......... 7
1 X 2.75 X .65 MULL SPECS .... _...... B
1 X 3.125 X.500 MULL SPECS_ 9
1 X 4 X .125 MULL SPECS ..... ...... 10
1 X 4 X.375 TUBE MULL SPECS.... 11
1 X4 X.375 T MULL SPECS._.._ 11
125 X 3.156 X.265 MULL SPECS...12
125 X 3.25 X.100 MULL SPECS.._ 13
125 X 3.26 X.624 MULL SPECS.._, 14
125 X 3.94 X.624 MULL SPECS.._. 15 '
2 X 4 X.25 MULL SPECS ............ 16
2 X 6 X.25 MULL SPECS._._.._..._. 17
126 X 2.11 X .125 MULL SPECS... 16
30' X 325 BAY MULL SPECS ...... 19
45' X 325 BAY MULL SPECS......._ 20
MUW ON & CUP DIMENSIONS...... 21-23
.EXAMPLES 1 & 2.......................... 24
LOADING EXAMPLES.__.____._. 25
4) FIND THE CHOSEN MULLIONS MULLION CAPACRY.(LBSIFP) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFM FOR THE OPENING OBTAINED IN
STEP 1).
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 WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBSIFPI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT.(LBS/FT') FOR THE
OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSlM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE 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.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA--No. 20-0406.08
Expiration Date 05/2612026
By Ua-
MIamFDade Product Control.
A(
4'��ON CEN F Mi4�
* No.58705
� tAATP
t7 LV��
OF
ONAL �N�•`•
A. LAN MILMA , P.E.
FL P.E.# 58705
J
DETAIL A. -
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
ETmERTHE
STANDARD OR
OFFSET MULL
CLIP MAY BE '
INSTALLED BY d
THIS METHOD. , e .
EXTERIOR e d
TYP. ANCHOR
'PER SUBSTRATE
SEE TABLES 1B-16B
FRONT VIEW
AND
A.25irM.MFOR
ULLION
EE SHEETS
3 FOR HOLE
OCATIONS
EDGEDISTANCEOR HOOCREW9
\ ALL MULLIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CUP SHOWN)
EDGE
INSTANCE
FOR
OFFSET CLIP IS
MASONRY
ANCHORS
MMENDEFORFWRAMED
FR-1"
DOWS,BUTMAY
O BE USED FOR
R FRAME TYPES
■ aGG
a 4a5
AMN
pp
3
BUCKSTRIP
TYP.ANCHOR
PER SUBSTRATE
®�
AND
ATTACHMENT
SEE SEE TABLES I&17B
BY OTHERS,
SEE NOTE 1.
SHEET 1.
•t.
.�•
CI
NIN 2.7 N9.
CONCRETE OR CMU' .'��.,
EDGE DISTANCE
EDGE
••DISTANCE,
SEE SEE TABLES
18.138
.J.I
S
SIDE VIEW
• e
ERHER THE
-
STANOARDOR
< A" ••
OFFSFTUULL
CUP MAYBE
' < e
INSTALLED BY
THIS METHOD
Vie. e
TYP. ANCHOR TYP. ANCHOR �Xt
PER SUBSTRATE, ER SUBSTRATE�8�
SEE TABLES IS
-16B SEE TABLES 1a-13B
EDGEA77D PRODUCT REVISED
DISTANCE as eomphriml with the Florida
SEE TABLES - AND Building o
18-138 T ,:, ;.:. _ ATTACHMENT NOANo. 20-0406.06
EtdBEDMENT-. �•7 `• BY OTHERS,
1 SEE NOTE 1. Expiration Date 0512612026
'•e �• I SHEETI.
" MIN 2.7 KSI CONCRETE OR CMU Miam a e Product Control
SIDE 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 OFFSET CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HS(IEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAILC. SHEETS.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACONFOR DEWALTIELCO 1/4• S.S.
AGGREGATOR MASONRY ANCHORS.
MATERIAL PRr7PFRTIFS• -
Metedal
MIR. Fy
Mln. F,
Steel Somw
92 ksl
120 ksi
18-8 Screw
60 ksi
95 kei
410 Screw
90 ksl
110 ksi
DeWalUElco AggreeGnto*
57 ksi
98 ksi
Elco UItmCotl®
155 ksi
177 ksi
3116' DeWe@ UltmCOn+6
117 kei
164 ksi
1/4' ,,It U11traCon*®
148 ksi
164 ksi
60Gi-T5 Akantnrarl
18 ksi
22 kai
A35 Steel
1 36 Kai
58 kei
Gr. 33 Steel Stud
1 33 ksi
45 ksl
aaa Mm,
* No.58705
TATEOF
t�ls •••RCOR.... •'G,�=�
'A Y,NON"A lIAR, P.E.
FL P.E.# 58705
PROVIDE
CLEARANCE
FOR MULL
I
�
d
ERHER THE
I''
d • d.
STANDARD OR
OFFSETMULL
CLIP MAY BE
INSTALLED BY
THIS METHOD
EXTERIOR
d"
4
EDGE DISTANCE
'
FOR MASONRY
ENT'•'. ��:
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
DETAIL E: e �
--i .12sMw. MULLION TO MULLION 8
DETAIL C: INTERSECTION NOTES
a c
MULLION DIRECTLY ATTACHED TO (U-CLIP) E
MASONRY STRUCTURE INMAY 8E INSTALLED IN •TEE" OR'CROSS"
INTERSECTIONS. Ell
(STANDARD CLIP SHOWN)
vaR,tEs
IIL 2) MAY BE INSTALLED HORIZONTALLY
' (SHOWN) OR VERTICALLY:
BUCKSTRiP 3) SEE UCLIP DRAWINGS. SHEETS 21-23
FOR CORRESPONDING MULLION. N
' I ITYRANCHOR
I a PER SUBSTRATE,
T I iSEE TABLES I&1JB
qI ppp
1f l I EDGE DISTANCE
1 FOR MASONRY
.4 I d d\
1 "od
.d
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-13B'
AN
T
4TTACHRTH
_---
BY
EE
SEE NOTE
E
EDGE
- • ' �DISTA
SEE T
MIN2.7KSICONCRETEORCNU 1B-13E
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 OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON, DEWALT ULTRACON+OR DEWALTIELC0114• S.S. AGGREGATOR MASONRY ANCHORS.
THEOFFSET CUPIS
RECOMMENDED FOR
FIN -FRAMED
WNDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
t
FRONT VIEW
EXTERIOR
TOP VIEW
VARMSt--�
LNTERSECRON
UCLP
FRONT VIEW
SMS
EXTERIOR \Y
SEE SHEETS 21-23 FOR
HOLE LOCATIONS
EDGE
DISTANCE
SEE TABLES
1B-13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH(
STRUCTURE
000
TYP.ANCHOR
PER SUBSTRATE
—PER
,
l
` MUWON
FOR STEEL STUDS THINNER THAN
16CAAND COMPLIANT YM THEFL8UII
CODE, A2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS SIDE VIEW
NOTES:
1) FOR 2X VMOD43ACKED STEEL STUDS. VWOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
PRODUCT REVISED
a6 Complying with the Florida
Building Oode
NOA-No. 20-0406.08
Expiration Date05/2612026
By
Miam1-0ade Product Control
uunT
ONY LYNq+,y1
�•'' LICENSE'•, CCU i
No. 58705
'ir
�0��• �Tnrt .• rj/:
AILL�'I�, P.E.
FL P.E# 58705
EXTERIOR
(D
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEDETAILSAO.
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES
SIDE VIEW
SHOWN VNTH P X P X.12r
NULLION
STANDARD MULLION CUP
INTOWOOD.STEEL. STANDARD CLIPTO BE
ALUM.CMU OR MASONRY MOMMEDINFIELD.
EDGE
DISTANCE
PERANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2(° X 2.11"X .125" MUWON.
2) SEE TABLES 1B-13B-FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) I (ANGLE CLIP)
30- OR 4S•
BAY MULL
vT0.\./IE.
O
O O
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1SB Oi 16B
)EXTERIOR
V"
T X V ANGLE CLIP•
2 PER MUW ON END, MUSTSE
. INSTALLED IN
OF BAY MULL
PRODUCT REVISED
as comp n with the Florida
Building a
NOA-No. 20-0406.08
Fxpintlon Date 05126/2026
By 0 d
Mlam ado Product Control
EDGE
O
DISTANCE
PER
ANCHOR
F
111111
NOTES FOR INSTALLATION OPTION G & H:
`��L ONY LYN/'T�'����
1) USE 2ANGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MUWON.
2) DETAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
:• No. 58705
LOCATIONS.
_
3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
'• ��
AT OF
LOCATIONS.
'O��s'•.;°C 0R10N •'G-A
", S'o �
A.NAL
MIIIIPA"L P.E.
FL P.E# 58705
TABLE 1A
Mullion Capacity Table
ANCHOR CAPACITY
Opening Width (for vertleally-spaMrg
mWlars) or Opening Height (for horimomaly-sperning mu6ors)
ADJUSTMENT FORMULA:
1 x 2 x.126
60 in
601n
701.
1 ea in
"In
1001n
1201n
140In
1601n
ANCHOR CAP.__1
(DP_) X ( /
MULLIONCAP.,,o,,,,
Rectegufa
Lo.&V
TFOpmg•
/M
L-ft
Reg4n04ar
L-Ing
7te/7t1 pag.
LoaSng
R-tsngular
L-Eng
T-W&.g.
I,o4dng
Rectangular
Loadng
Tmpltdxng•
Lnadn9
Rmiu gtder
Lonftg
Trapf .g.
Loading
Ror edengd
Loadng
TMWMmo.
LOadng
Rectangular
Loading
TmplMeng.
LOadbg
RmwgAnr
Lmdng
hepl111eng.
loedbg
Rect4nguier
Locdng
TmpRdans
Leadng
Alum Tube
Mulliona
:a
a
3
•d..•
FL �
�R gg9
r
R g
'L•
-gg
L
Tt
R
;
g
a�e
L
0
x•
r
r
A
She $
�'
2r
a
�_
a
v
..
�•
a
•..,
12�
2:
a
113
4. 1
f
r
a
2r
a
� �
s �
fir^
&
� g
g �
,8r^
��
�
li
E �,
•-.
� �•
� a
a
.1
.1
.,.
dF
12 as
� @
p
a
g
?
d� a
� a'�
z: €
;�..
A�
aF ¢
D
a
2 as
s €
2:
3
S�
$$
4
a
-ANCHOR CAP.�,
USE THIS FORMULA TO OBTAIN
REQUIR D"COR PACITY
REQUIRED" CORRESPONDING
ESPON
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
1119
408
129.5
332
932
408
115.5
J25
79.0
408
107.8
321
a9.9
as
104.4
319
ezi
40a
104.0
319
55.9
408
104.0
31 9
485
408
104.0
319
39.9
'408
lo4.0
- me
350
40a
184.0
319
481n
74.9
312
83.8
258
624
M2
73.4
252
53.5
312
87.0
248
408
312
612
246
41.6
3t2
61.3
.2"
375
312
61,0
244
312
312
61.0
244
28.8
312
61.0
244
23.4
312
61.0
244
OPENING, WHEN IT IS LOWER
50.625In
61.9
281
70.6
234
$32
281
61.5
ZM
45.6
224
39.9
281
52.1
222
35.6
251
50.1
22D
31.9
281
49.3
219
20.6
281
49.3
-219
22.a
281
49.3
219
20.0
231
49.3
219
THAN THE MULLION CAPACITY
THE
54.in
S2.6
247
575
207
419
247
49.8
202
37.6
199
32,9
247
41.5
198
29.2
247
39.4
194
20.
2247
38.4
193
219
247
38.1
193
10a
247
36.1
193
16.4
247
38.1
193
ULLE N. ITAI
SELECTED MULLION. IT WILL
SELECTED
e
601n
30.4
200
412
170
32.0
200
35.4
165
27.4
163
24.0
200
28.9
160
21.3
200
27.1
159
19.2
200
25.9
157
16.0
200
200
156
YIELD A MINIMUM ANCHOR
�
63 In
311
181
3"
155
27.0
151
30.3
152
23.7
149
20.7
181
24.5
146
18.4
161
22.8
144
106
181
21.7
143
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
f
651n
28.8
165
30.6
142
24.0
165
26.1
139
20.8
T139iT.5
136
18.0
165
21.0
134
ANCHOR OPTIONS FROM THE
72 in
222
139
,213
120
185.
139
199
11a
159
118
ANCHOR CAPACITYTABLE
76 in
16.9
125
19.7
Me
ts.7
125
18.0
107
,
I
HI
78 in
17.5
118
182
lot
TABLE 1 B
Sullu'll:
771, Cmemte
3k Cmcmle
ask 0b
W11-cmu
Fmed CMU
P7W00d
New
Anchorff0ist-ft.
Capacity
etlmTypO:
311E Eko
Ult-on
1l4'Eko
ulraeon
3116'DaWalt
uifnt m
1l4'DeWelt
UOmeom
5r1G El-
LAtman
3f16'F1en
Ubaon
IW Et.
utrmon
MirNWat
ullm
11IRr, It
LRmoOn.
114-S50co
Agy.(39 r
r.•16'Eko
Ubeam
114'GS Eko
Aggr.Gator
NIOMeel
Se IGS)
0126teel
S.-(G5)
912SIee1
S.-(W)
(Ibs)
st-Qnk
1'
2-1r2
1'
2.1W
1'2-1?
r
2-12'
3.11W
1'
2-tlr
'1'
2-tr2
1'
2.1?
T
2.1ir
r
3-lar
r
0.4r
0,W
0.32C
dnetn On):
1�f4'
tilC
1.T14'
13r4'
13r4'
1a14'
13'4'
1314'1=1/4'
1-114'
1-1f4'
1.1l4'
1-1/4'
1-114'
1-1f4'
1.1W
1-1/4'
1.1l4'
r
13l8"
13�6'
1IDIee2
AM" 0 4.75 Min. O.G I Standard
alp (Fig. 1}
390In.
390 Mn
450l s
8901bs
31011s
630 0s
2WInd
870lbs
1644Ila
270 01s
280 Ds
3541bs
7401bs
230IbS,
37010s
3201bsNs654.ID4
946 ft
341 ks
4421bs
5601W4
Anchas@1.1S Min. GG l Smndnd(orlip(Fig.
a
4801ba
700 ma
WA
WA
32D Us
12601b0
3701ba
WA
WA
WA
380b
WA
WA
WA
7401bs
WA
WA
WA
WA
WA
68211.
885lba
11201.
4Arlei - @ X Mh O.C. f(2)215Al (Fig. 31'
780lbs
78D 0s
680 Ns
1560lbs
6m lb,
12601as
4401bs
17401bs
189511a
5400a
560 to
WA
760 ks
45D ms
7401bs
6401bs
1160I6s
748 ms
880 lb,
112 an
6821bs
W51be
1120as.
2Anch- Q0.45htia O.G fUCep, Inton (Fig. 4}
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
715Its
1Anp (Flg. 5):
195lbs
19511s
2251b9
445lbs
1551bs
31516s
110lbs
435 ks
622 its
135 ms
140 �
177 ma
3701bs
115 �
1851b1
160I s
290 ms
1871bs
3 221b9
413Ila
170 ms
221 Ibs
28016s2
Amhds a 1.15'Mh 1iP 1E19. 67
2401bs
35D 0a
WA
WA
160Ib9
630 R.
185 ft
WA
WA
WA
190 V.
WA
WA
WA
3701bs
N!A
WA
WA
WA
WA
311 ms
6421bs
5W
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR
CUP.
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:F -* * 11 0 1
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21-23.
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 BE6063:M AND BE A MINIMUM OF AW
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" 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.
PRODUCT REVISED
as eomptyyinggvvlth the Florida
Building M910
NOA-No. 20-0406.08
Gxpiratlon Data 05/26/2026
BYJ.
M.-Dade roduet Control
LYNN��,,��'
Q�'•• �ICENSF ••, (�� '
y} : No. 58705
��O 6 ATE F
AL
A LYFIh)0111 P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table IbaMl7
ANCHOR CAPACITY
11[2k.376
Opening VWdth (forverfica*spartirg
minors) or Opening Height (for hDdzonto*sparting mlNars)
ADJUSTMENT FORMULA:
(DP_)XI.ANCHANCHONCAP.,,o,,OR CAP.,m,,,,, 1
50 in
Win
70In
se in
901n
106.In
7201n
1401n
1WIn
Reclanlllar
LOadN
TraP/Tdarg.
Loafingoafing
Rectargdar
L
TrWTdang.
Laadtn
Reetaguhr
Laadey
Tmprm..g.
Loadlrg
Rectargular
Loafing
TlaPrrdan9.
Loadhg
Reeloni;dar
Loam.
Treprldws.
Londrg
Rerlargbr
Loafing
TNprrdarg.
Loafing
Rectangular
laa0rg
TMprrdarg.
Loadlg
Reclargdw
Loader
Traprrdang.
L.aft
Raclwgdar
Loading
TraplTd-9.
l�lrg
Alum. Tube
MoODn,�
2
p
EQ
d3H
fr�
G` �
rfr��
g3fiX•
n'
.
d` �
n31si
t�
fig 9ne4
fib$
,Sdz3`•
"
L
p$d :e
rt3S, @ad+'.
fpdS•�
5a�Y
��3fr
�
rd7# e�
�3 �
$�ydd
3d�'
n_5@'
$
r3d�
'ar:75L �
a3dtyx e'a$e°r,
3a5g�t
ptdvyS1�
s5�a@
�au �E
�5��_.
a8 �
S
Ad• �rc
a§�
fivdR•
�x
=ANCHORCAP
FORMULATOOBTAIN
THE"ANCHORCAPACITY
REQUIRED' CORRESPONDING
TOANACTUALPRESSURE
42In
170.0
620
17a0
435
151.3
662
170.0
47B
129.7
682
170.0
506
113.5
662-
189.5
518
100.9
662
168o
517
90.8
562
lose
517
757
60
IM9
617
649-
682
168.9
517
56.7
662
16fl9
517
48 in
.121.E
Sal
136.0
419
101A
W7
119.2.
410
86.9
507
108.7
403
lee
507
1026
399
67.6
507
99.6
397
We
507
990
396
5a7
507
89.0
398
43.4
507
95D
396
Sao
507
99.0
396
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
W625In
.103.7
456
114.6
379
6fl4
456
99.9
371
741
458
90.5
364
64.8
458
Safi
360
67.6
456
81.3
357
51.8
456
We
355
432
456
80.0
350
37.0
456
80.0
358
37.4.
456
80.0
356
THAN THE MULLION CAPACITY
64In
'BS4
400
93.3
338
71.2
406
00.9
326
61.0
400'
72.7
322
Si4
400
67.3
318
47.5
400
64.0
315
477
400
82.3
314
35.8
400
61.8
313
30.5
400
01.8
313
20.7
400
61.8
313
(FROM THE TABLE) OF THE
$
60In
S23
324
66.9
276
51.9
324
57.5
270
44.5
324
61.2
264
399
324
4fl9
260
34.6
324
43,9
25T
31.1
324
420
255
26.0
324
40.5
253
22.2
324
40.6
253
19.6
324
40.5
253
SELECTED MULLION. )TWILL
YIELD A MINIMUM ANCHOR
S631.
_
Sao
294
67.4
252
448
294
49.2
248
3fl4
294
4a6
241
33.6
294
39.8
237
29.9
294
37.1
234
26.9
294
35.2
232
22.4
294
33.5
230
N.
19.2
294
33.4
230
10.8
294
33.4
230
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
FROM
661n
49.8
268
49.6
230
39.0
268
424
225
33.4
258
37.5
221
29.2
2M
341
218
26.0
260
31.6
21S
23.4
250
29.8
212
19.5
268
28.0
210
16.7
268
27.7
209
14.6
268
27.7
209-
-72In
3fl0
225
37.9
196
30.0
225
322
181
257
225
2fl4
188
7L5
725
256
185
20.0
226
23.5
182
1&0
225
221
180
15.0
225
20.3
177
12.9
226
19.6
176
11.3
225
19.6
176
ANCHOR OPTIONS THE
ANCHOR CAPACITY TABLE
78 kI
30.6
202
320
177
265
202
27.2
173.
21.9
202
239
1T0
18.2
202
21.5
167
17.0
202
19.7
765
15.3
202
ilia
163
128
202
16.7
10.9
202
159
768
B.6
202
158
i5B
78M
Za3
161
29.6
188
no
192
25.1
166
2a2
162
aD
162
17.7
192
19.7
1B2
1fl1.
157
14.2
192
-1fl8
155
71.8
192
15.2
152
10.1
192
144
150
'flB
192
142
150
90 in
1115
144
19.0
128
154
1 144
1&1
126
45.7
se in
15.2
127
15.6
113
TART P JR
Anchor
Capacity
(Ibs)
subsirale:
27NCawoete
3S Calcale
ask Cmt.
Hn2o•4.CMU
FI11W CMU
PTWOoO
Metal
Ahthorry�'
3nS Elco
Ultrdca4
1M•Elco
Unman
3N6'OeWat
Unra:om
1/4.0dVan
UhBconl
W6'Elco
Unman
3116'F74o
Unracon
1/4'EICD
UI112cm
3116'OeWan
uAnicm•
1/d'OeWdl
Unmm.
UC S6 Eko
A ggre(;ator
N16'Elco
Utracm
1/4'99 Boo
Aggecialar
riOSled
Scrav (G5)
ri2Sled
screw (I;g)
YI2 Sled
scow (C7
EdgeDlstaree(In):
1'
24?
1'
2-Ur
1'
2-tr2'
1-
24/7
3-VIr
1-
2-10
1-
24r!
r
2-1?
1'
2-10
7
3-V6
21
0.48'
0.54'
0.324'
Emtednerd(I.):
1.9r4-
1VC
1-`Y4'
1,Vr
1.N4'
1-W4'
M41
1a'C
7
1-114'
1.115
1.114'
141r
1-114'
1-1IC
1.1/4•
1-111C
1414-
1-11C
2'
I-w
1.318-
lanes.
2AI NNS @ 4.75- a1h. O.C. / Sternal
ar0546 COP gig. 1)'
390 Its
390 IbS
4m WS
8901ts
31D WS
63D IOs
220 ns
87011%
1644 On
2701m
280 W4
354Ila
740 MS
MOIDS
3701es
320116
580164
374 MS
664 Os
946 WS
34i1 IDS
442 WS
55D Ws
4AMMM ®1.15' fArt QC / standal.(OrOfRd)
CUP (Fig 2).480
gs
Tm WS
NIA
WA
3201Ds
1260 9a
3m Its
NIA
NIA
NIA
30) OK'.
NIA
WA
NIA
743 WS-MIA
WA
NIA
NIA
MIA
682 WS
Milos
1120118
4 AICh01S @ 3' Mn. O.Q / (2)2r5 Angle a Ps l (Rg: 5j
7601ss
780 WS
.see WS
1560 Ws
6M 1133
1260 1139
440 P.
1740 na
1e9s n5 -
540109
68) Ws
NIA
761 WS
46011S
740 Ws
640Ila
1161 Os
748 Os _
880 Os
1129211Z
682 Its
885 Ws
1120115
2Anchas@0.4TMIrt O.C./U-aiRtnto.12SAim1.(Flg.4j
WA
WA
WA
WA
WA
WA
WA
NIA
WA
NIA
WA
NIA
WA
WA
WA
NIA
WA
WA
'NIA
NIA
WA
NIA
71563
/ Antler/ FCPP ft 6):
195 Cs
195 ®s
2251D4
445 Os
155 Ws
315 Oa
110 WS
435lbs
822 I4s
13511s
140 WS
17716s
370 DS
1151ts
1651DS,
150IbS
290 WS
IF WS
332 W6
473 BS
170IDS
221 bs
200 to
2AICtoa ®1.iS Min, QC/ F-Mp M 6):
2401ts
350 DS
WA
WA
160 Os
63D WS
1S5 QB
NIA
NIA
NIA
19D IDS
NIA
WA
NIA
370 Ws
WA
WA
NIA
WA
WA
341 W9
dd2 Ds
5W 0s
NU I C: rUK I r'1c UrrAC I UU r, UAC ,I Kt SAllnt ANGKUK KA I 1 CKN ANU ANUKUK VALUCS AS 1 Kt J IANUIKU GUY.
FIGURE 1: FIGURE 2: TABLE NOTES:
• •_ •1111 • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
1111 -• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION. METHODS
FIGURE 3:
Fe--o1
• 01
ANGLE CLIP MUST BE USED IN PAIRS.
FGURE4:
FIGURE 5: FIGURES:
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 6063-75AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE): STRUCTURAL STEELTO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL. IB-SS.S.OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05126/2026
By
Miami -Dade Produet Central
t 111111f/
NY L.... 41
No.58705
• 7L _
V
O; •.: A OF •(1 j��
A LVNIVMILLER,P.E.
FL P.E.# 58705
TABLE 3A
Mullion Co ee Table alfe
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
9ning Width (forceteca"aning
mtfliors) or Opening Height (forhodzoNeAy-spamirg 7mNons)
t x2,75x
50 L.
6D In
70
80 in
tm In
lo0a
120 in
1401n
ISO in
ANCHORCAP.__
(0 :,)X (MULLION CAP.,A _J
Re4tul9ular
o
TFapROag.
tu.dre
tOtd" °
T1epRd4n0•
1.ordn0
Rectatpder
toadlq
en0.
fo.dlg
Redm0.18
t4.dn0
Tmp7Mnry.
t.oadn0
Reotalgda
to4din9
1}p/Mag.
t4.dn0
RedM®tdel
Loedn9
1i6plDlmg:
Lae6n9
Rectmglds
t4.dnp
4rP1Tda10-
l0ednp
Re4tai9Um
tne6n0
heplTdenO.
1Da6n0
Reeten9Ua
L44dn9
T'+p/ilten&
.375 Alam..
Tube
Mullion
4rc_..
c3�
p
r
�8�'
¢
r
r
a�
fig^
_
r
r
p
8
r
p
r
¢ •
dr
r
�
p
d
figg^
¢
dr
,9ry_
dp
��j
�.
2.
•3..
8
,dr^
dP
_
8
d
p
s �
r_
$
dp
r
_
d rc
-ANCHORCAP.,m
USE THISFORMULATOOBTAIN
THE ANCHOR CAPACITY
REQUIRED' CORRESPONDING
RE UI ACTUAL PRESSURE
REQUIREMENT FOR THE
4201
170.0
620
170.0
as
170.0
744
1700
478
170.0
ON
7700
506
170.0
992
1700
619
170.0
1116
1700
521
170.0
1240
170.0
521
1407
130I
170.0
521
127.5
1301
170.0
521
111.5
1301
170.0
621
48In
170.0
To
170.0
524
170.0
850
170.0
554
170.0
992
1".0
.630
1".0
1133
170.0
eel
1ef.e
1139
1700
en
iM.e
11J9
170.0
850
it].9
1139
170.0
8eD
BTA
11J9
17oA
e6o
e5.!
1W9
170.0
6w
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
1700
563
170.0
MIS
1700
031
167.8
1032
1".0
684
145.8
1032
17MO
723
130.5
1032
170.0
747
117.4
1032
17&0
750
979
lo32
/70.0
7w
639
1032
170A
TOO
73.4
f032
lmo
Ise
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
54 {n
170.0
707
1700
612
i6f.3
W?
170.0
891
1382
007
164.7
730
120.9
807
1525
720
107.5
907
145.0
714
WS
D07
141.1
710
00.0
907
140.0
TO
69.1
907
140.0
709
60.6
007
140.0
709
60In
'H7,1
735
161.5
825
117.e
735
130.3
Oil
1006
ttao
599
e92
779
f062
590
704
733
a93
ae3
745
736
85.1
5T8
Se.B
7]S
81.e
S74
50.1
735
91.a
674
I4.t
73S
91.8
574
YIELD A MINIMUM ANCHOR
s,AL
Fn
�
121.9
668
130.0
On
101.6
am
111.5
OR
98.9
547
792
ON
80.1
538
67.7
6W
53A
531
60.9
� eee
79.6
528
506
ON
75.5
52t
43.5
WO
75.0
521
35.1
am
75.6
521
CAPACITY WHICH MAY BE
USED
ANCHOR OPTIONS FROM THE
ANCHOR OPTION FROMTHE
9e1n
108.0
657
1124
622
55.3
W7
98.1
511
75.7
607
85.0
501
65.2
607
TTA
493
55.9
607
71.5
485
Si0
OW
07.5
451
442
ON
61.4
478
379
607
627
474
33.1
607
627
474
72In
01.0
510
85.6
443
65.0
510
73A
434
58.3
10
64.3
428
51.0
510
57.9
419
45.4
510
53.3
413
40e
510
50.0
408
34.0
510
459
402
292
510
44.4
399
25.5
510
44.3
M9
ANCHOR CAPACITY TABLE.
TO In
6A4
450
725
400
57.0
458
01.
33.92
49.6
458
64.1
385
43.4
458
48.6
37a
306
455
44.6
373
34.7
458
41.6
365
28.9
458
37.7
382
24.0
438
36.0
J59
21.7
158
35.7
355
78 to
642
435
67.0
351
53.5
435
Wa
373
45.9
435
49.8
WO
40.1
435
44.7
39Df35.7
435
-4"
355f32.1
435
38.1
351
26.9
435
34A
3"
229
435
326
341
20.1
435
32.2
340
911n41.8
327
43.1
290
34.8
327
=4
28S
29.0
.327
31.8
260
ffi1
327
203
275
327
25.7
271
327
23.7
288
17.4
327
21.0
232
14.9
327
19.3
255
98 N
34.4
287
35A
257
25.7
297
299
252
"24.6
287
28.0
248
21.6
297
23.1
2"
287
2"
240
2W
19.3
237
%4
237
18.0
Tit
103 in
2A.2
227
24.7
205
202
227
20.8
201
17.3
227
10.0
193
te.1
-
16.0
195
t11 N
a.3
215
227
194.
109
215
101
191
15.9
215
10.6
IN
1201n
1Le
164
179
167
TART C QR
Sub.bete:
27k C-to
3k C4romte
3.5k Coro.
H090a DAU
FWed CMU
PT Woad
M4W
Anchor
Capacity
ArohorryPa:
311a'Eko
tmsm
1/C Eke
ula
31fe•DeWet
LR--
V4'DeW."
t81m00m
N75'Ek0
tftt, a
311e'El.
tramm
1/Caw
I.M.-
Wr DeWA
Ut100om
1/4•D~
ule
114-SS EkO
AgWaGebt
5110'Eko
Ur=m
V4'SSEk.
ABgeGeta
a/09teel
Sm (G6)
01281ed
6e (115)
M2 St eel
Sner(G5)
(Iba)
Edp Die."MT
1-
2-172'
r
2.1rt
i'
2.1/7
10
2-trt
3-W
1'
2-VT
r
2.12•
1-
2-irz
1'
2.1/T
r
MW
2'
0.4e•
0.54'
I 0.324'
Elteedmad T
13V'
14W
1314-
t3W
1314'
7314'
14/4'
13/4•
7
1. r4'
1.1/11"
7-V4'
1-114-
1-114-
7.114'
1.114'
1•Ve
1-1/6'
1.11P
7
11w
1a1S
Yale6
2 Amh m 0 4.75- Min O.C. / Stendmd
a Met alp (Fig. 1T
390 MS
390 9a
450 In
8M rm
31011a
630 ft
2201E0
8701os
16441bs
270 5a
200 0a
3M bs
740 ma
23010s
370 d
32D ma
68q Da
946 h
317 We
412I54
awn.
4At- 01.15-Min: O.C./ SleMad
I. O5set) aip(R0. 2)
4600a
700 r.
WA
WA
320161
72601fa
370 am
WA
WA
WA
380 to
WA
WA
WA
WA
WA
682 ea
69S Da
11202.
4 Amh m 0 J' Min. O.0 1(T) W Arde Clgs / (Fig. 37
780 0a
780 �
680 tds
15M bi
620Ite
t250 ita
440 as
1740 m
1890ft
540 m
500 R.
WA
760 Ms
&O b3
880189
16920s
662toe
SBS Ita
11200a
2Arorom @ 0.45• PAM O.C.1 UCSA V0.125' Alm (R0. 47
WA
WA
WA.
WA
WA
WA
WA
WA
WA
WA
WA
WA'
WA
a
WA
M-A
WA
WA
WA
WA
7151Aroh�r/57
1951bs
1959a
225M
445 its
15511s
31504
17010s
4351M
ti?26n
135 g1
t4011
1770x370
ms
7W9a
3Mft
4730a
1709a
2211ta
2802An:h-
01.15` Mkt O.C! F1xP (R0. 67
2001Is
3=W ma
WA
WA
1601Cc
830 ms
1B51Os
WA
WA
WA
t90 0s
WA
WA
WA
WA
WA
941 ma
4021ta
560 m
1401 E: FUK 1 FIE UFFSE t UUP. USE 1 Kt SAME ANUKUK YAI I EKN ANU ANL:KUK VALUES AS 1 Mt,1ANUAK1JUUl-. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2:
FIGURE 3:
I * F
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE,: FIGURE5: FIGUREfi:
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/OR 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 C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55: ALUMINUM SHALL BE 6063-T5AND BEA 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 9 912 ANCHORS INTO WOOD MAY BE STEEL; 18.8 S.S. OR 410 S.S.
PRODUCT REVISED
as eompl ngg with the, Florida
Building de
NOA-Na 20-0406.08
Expiration Dam 05/2612026
By �J
Mlam a a Product Control
ITMIAM
Q�' •' •LICENSE'•. `�F
No.587D5
OF
ONAL
ALYNN;,�II111FR P.E.
FL REM 58705
TARLE 4A
Mullion Capacity Table
ANCHOR CAPACITY
ADJUSTMENT FORMULA,
t ANCHOR CAP.--.
(D'°)X\MULLIONCAP.,. -)
Opening Width (TorverticalVsperrirg
mtLlierl9) orOponing Height (Tot hoftortaDyspafvi g mlflions)
501n
So In
70In
m in
901n
1001,
120 in
140 Ln
too in
1 z 276 )1
ReetaltDular
TrnpMtwg
RMtenDiler
TtapTfing.
Rentanp5ar
Tre rifflO.
ReNmputar.
Trap/Tdeng•
Ra4MngNa
TlapipleM.
RB"Ww
Tmp/Rianp•
RKtaWM
TtapMVQ.
Iteetingdar
TlaplrA.9..
Rectangtdar
Tr4pRdang.
Loadtq
Loadrrg
L-bg
Lft
LoadinD
Loading
LoadinO
Ldadn➢
Loadibg
Laming
Loadrte
Loading
L4edtg
Loading
Loading'
Lusting
L sding'
Loading
.860 be
Tubs.
z•
S
x
r
r
a
r
a
Z'
a
x
a
a
gg
r
3•
z
;•
a
a
a
$
a
80
x
z-
�S
z•
a•
a
z>
n
, •^
7:
a•
$1
z•
11-
�•
27
a
=ANCHOR CAP.,m
Mulion
u
��
�
��
$
�.
o
Sg
'B
�B
,S
`
�
�o
O
§ �
o a
h
o
= �
u to
a
O
` �
O
z �
u
"�
O o
a
O
e
u a
,g
u
`
u
g
o
o �
u e
o
.0 o
a .
o
�
u
Is
u
`s'e'W
u
b �}
u
ti
1s
u
13
$
4T
5 £
u gg
u
1•s �
O
a
5
� �
uIg o
5
u
'�
u a
u
� �
O
5
USETHIS FORMULATO OBTAIN
THE'ANCHOR CAPACITY
g
�rc
f�
n�
g
g�
�a�
��
d`
s
�a
f�
�
s
d`rc
E�
�rc
2t
Qrc
fa
d`&
�rc
s
�d
REQUIRED•CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
41 In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
$68
170.0
SM
170.0
992
170.0.
619
170.0
1116
170.0
521
V0.0
1240
170.0
SM
170.0
1488
170.0
521
08.7
1320
IM.0
521
138.8
16M
170.0
621
48 in
170.0
708
170.0
524
170.0
ON
170.0
584
170.0
992
17D.0
630
V0.0
1133
170.0
SM
170.0
1275
170.0
677
170.0
107
170.0
650
141.7
107
170.0
680
121.5
1417
V0.0
830
100.3
1A7
170.0
SIM
OPENING, WHEN IT IS LOWER
50.025In
170.0
747
170.0
563
170.0
8%
170.0
831
170.0
1046
170.0
684
170.0
1195
170.0
723
162.6
1286
170.0
147
148.3
1286
170.0
768
121.9
1258
170.0
756
t04.5
1258
170.0
758
91.4
12N
170.0
758
THAN THE TABLE) CAPACITY
(FROM THE TABLE) OF THE
54 In
170.0
797
170.0
612
170.0
9W
170.0
691
170.0
1116
170.0
754
150.7
1130
170.0
OW
103.8
1130
170.0
07
120.8
1130
170.0
556
100.5
1130
170.0
001
W.1
1130
170.0
861
75.3
1130
170.0
$81
SELECTED MULLION. RWILL
601n
170.0
085
170.0
701
1483
915
1823
761
125.5
915
144.5
746
109.9
915
1323
7W
97.6
915
123.9
725
87.9
915
118.5
720
732
915
114.4
715
628
915.
114A
'115
64.9
015
114.4
715
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
63 to
151.5
830
761.9
710
128.5
8S0
139.9
894
108.5
030
1232
681
04.9
650
112.2
670
64.4
830
104.6
602
75.0
830
99.4
658
63.3
ON
94.5
649
542
B30
94.1
649
47.4
SM
94.1
849
USED TO QUALIFYADDITIONAL
L
jy
fi0N
1321
757
140.0
850
110.0
757
it0.6
838
94.3
757
105.9
624
82S
757
86.1
014
73.4
757
89.1
BOB
60.0
757
842
600
55.0
757
79.0
593
472
757
762
581
N.3
757
782
591
ANCHOR OPTIONS FROM THE
j
72 to
101.7
836
106.E
552
84.6
836
91.0
540
727
030
00.1
530
836
638
722
521
56.5
638
86.5
514
50.9
638
823
506
424
838
572
500
38.3
hie
55,3
2
197
ANCHOR CAPACITY TABLE.
70 in
88.5
571
90.4
496
771
571
76.8
488
61.
571
67.4
479
SCI
571
80.6
471
48.0
571
55.5
464
432
571
51.8
459
38.0
571
47.0
451
30.9
571
44.5
5
4407a
in
80.0
542
83.4
474
68.7
542
70.8
16557.1
542
621
AIN
50.0
542
55.7
449
44.4
542
51.0
442
40.0
542
47.5
437
333
542
42.9
420
28.6
$42
40.6
1
423e0
in
MI
407
63.7
361
43.4
407
45.4
355
37.2
407
39.6
349
326
407
352
30
28.9
407
MI
335
25.0
40T
29.6
3K
21.7
407
25.1
327
18.6
407
24.1
.0
31906
k1
429
358
44.1
320
35.8
3%
372
314
30.7
358
32.4
308
268
358
28.8
3%
23.8
358
25.1
300
21.5
3M
24.0
296
17.0
358
21.0
289
15.3
350
192
"571
103 in
30.1
213
30,8
255
25.1
213
2&e
211
21.5
291
22,5
2B
ta8
2B7
19.9
2M
10.7
283
18.0
240
15.1
753
16.5
237
111 M
27.8
267
28.3
242
23.1
207
M.5
238
10.8
287
20.0
235
17.3
267
1"
231
i5A
2B7
16.5
228
720 in
220
229
223
209
16.3
2M
183
205
IS7
229
1132
202
TARI F AS
- -- -
S bsinate:
2.7k Conomle
3k Concrete
3.51, Cono.
Win. CMU
Fined CMU
PT Yhod
Metal
Anchor
Capacity
ACnOrlype.
3/1EEko
Dt2Can
1/4'E710
L rd m
317E DeWaR
Uft-di*
1/4'DeWaa
LMIMOM
511E El.
Uttimon
311E Eko
Lumm
1/C Eke
Utmcanwn4
O.Wett
114"DeWalt
L1 az
1/4'SS Elan
AggeGaW
511E Eloo
Ubepbn
1I4•SS Eko
AggleGaim
9110 SIGN
SCW(G')
#12Stee1
SC"M)
012 SIMI
S."(G5)
(Ib8)
Edge Dis�noe fink
1'
2-I Z
1'
2.11Z
T
241Z'
V
2-1?
3.1/8'
1-
2-1/Z'
i'
2-1/22-1rX
1'
2-11£
2'
3-118'
2'
OAE
031'
0.324'
Embed-a(m
taro'
fa14'
1a/B
law
14w
14r4'
14'4'
I -we
2'
1.114•
1-1/4• -
1-1/4'
1414'
1.114
1-1/4'
1414'
I-Iw
1./1r
T
14V
1-w
testes
2Amro C 4.75' Mia O.G / StanOard
u Oe4et CUp (Rg.17
3901bt
390 0s
4500.
VMS
3101m
6301bs
22D ins
8701bs
160Ibt
2701d1
2DO M
3M On
7401M
KNIA
370 0*
3201bs
680 0a
3741M
W IM
9481M
341 IM
4421bs
560 fM
4 AMhM 0IAW Mtn. O.C.I Standard
(or Offset) CUP (Fla. Z7
4801M
7001ts,
WA.
WA
3201M
1250IM
3701M
WA
WA
WA
360 w
WA
WA740
We
WA
WA
WA
WA
WA
GB2Ibs
8551
1120 L.
4A.hl. 03' Min. O.C.1(2) 245Angte Cope / (Fig. -
780IM
780 Os
6801bs
15M On
620IM
12BO IM
440In.
17401M
18961M
540 ms
56016s
WA
760 Its740
0s
6401M
1160IM
748 ms
880In.
1892ms
1� IM
1121 bs
2Am om(M0.45'MinO.C.IUCOAbto.12S'Alum.(Fig.4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
715 an
1 Anchor/ F-CBP (Flg. 5):
7851M
iB5 0a
225 Ra
445IM
1551M
315 M-
110IM
4351ns
SM ms
135 ®s
1401M
177 Um
370 f�
185Ins
160Ibs
2B0 ma
187 @s
3321bs
473 2a
170 @s
221 IM
2801M2
Anchwe ®1.15 Min. O.C/ Ft1iP (F9. 6j
2401M
350 0s
NIA
WA
1801M
830 ms.
te51M
WA
WA
WA
180 ms
WA
WA3T0
me
WA
WA
WA
WA
WA
3/7 Ins
4421M
S60 me
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
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.
FIGURES:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE4: FIGURE 6'. FIGURE 6:
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 TOASTM C-9D. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM SHALL BE 6063-75 AND BE MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1' X 2.75' X .65T MULLION
PRODUCT REVISED
as comp
lDina with the Florida
Building de
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By 0/
litiam o Product Centro
pNy Lr!VfV 'le
a��', VICENSF'•fl��
/j No. 58705 '
A. LYNP MILK" P.E.
FL P.E.# 58705
TABLE 6A
Mullion Capacity Table se
Cponing WNdth (forveN1a0y4,yarrdllg
ni dliors) crOpening Haight (Tor harizorda*sparring mullions)
sour
mIn
70 in
80In
901n
10D In
1201n
1401n
160 in
1" t( 3.126" 1
ReetarwIar
Luedrg
TrwRdang.
Loadng
F-t-ii&r
Loafing
Trapr ..g'
Laadng
ReetallWlar
LmdM
TraprTdwlg.
LaadM
RacangYar
Laadn9
TrepRdeltg.
Loafing
Rectangular
Lbaft
Ttep/Tdar9.
Loafing
Redangllar
Loafing
TrpriltanO•
Loafing
RecWWIs
!awing
TFeN0lang-
Laadng
Rectangdar
Loafing
Trep/Td m
Loafing
ReclBnglar
halt
Traplydang.
Lowing
.600"Alum
Tuba Mull
a
o
it.
u
L-
o
_r
S
t
o
00
.2:
o
r
ua
I
x;
o
$
is
-am
u g
--
u
rio
u
cio
"
u
b^
o
a�
o
'2
uag
o
<'1c
27
u,o
1
z
u
2-1
8
ua
"
u
:1
8^
u•o�.
.1
m
li
2�
r_
as
4�
xit
u
g�
�
8
u
Q�
2?
u
I
8
uo
1�
u
�A
r
W8
it -
uo
r�
$
u
�A
a
&
o
�Z
421n
170.0
820
170.0
435
170.0
744
170.0
478
170.0
880
170.0
Se
170.0
992
170.0
510
170.0
1118
170.0
521
170.0
1240
170.0
521
170.0
14a8
17ob
s21
170.0
1735
170.0
521
154.4
1802
170.0
521
461n
170.0
708
170.0
S24
170.0
850
170.0
684
170.0
902
170.0
630
170.0
1133
170.0
661
170.0
1Z75
170.0
On
170.0
1417
170A
680
157.7
1577
170.0
680
135.1
1577
170.0
680
11&2
15"
170.0
680
50.825In
170.0
747
170.0
563
t70A
ON
170.0
631
170.0
1648
170.0
984
170.0
1195
170.0
723
170.0'
1345
170.0
747
170.0
1494
170.0
756
141.7
1495
170.0
756
121.5
1495
170.0
768
108.3
1495
170.0
756
641n
170.0
797
170.0
612
170.0
956
170.0
89f
170.0
1118
170.0
764
170.0
1275
170.0
8M
168.1
1401
170.0
W7
149.5
1401
170.0
856
124.8
1401
170.0
881
106.8
1401
170.0
601
93.4
1401
170.0
Sol
601.
170.0
ess
170.0
701
170.0
71D3
170.0
7W
158.5
1166
170.0
378
138.7
1155
167.0
93
123.3
1166
156.5
Oil
111.0
1158
149.7
910
925
1150
144.5
003
79.3
1166
144.5
DM
69.4
1156
144.6
on
63 In
170.0
930
170.0
745
159.8
1019
170.0
Wo
137.0
1019
755.5
860
119.8
1048
111.7
848
106.5
1019
1320
836
85.9
1019
125.5
626
79.8
1049
118.3
920
66.5
10/9
1188
819
59.9
1049
116.9
819
681n
166.8
955
170.0
789
139.0
955
'151.3
804
119.1
955
133.7
78a
1042
B55
121.4
T75
926
955
1128
765
03.4
955
106.4
757
69.5
955
09.8
749
59.0
955
96.7
748
$2.1
055
96.7
740
e
j
72 in
128.5
803
134.0
697
107.0
W3
114.9
682
1 91.6
803
101.1
670
8M3
BM
912
659
71.4
803
83.9
649
64.2
803
78.8
1 642
53.5
ISM
722
M2
45.9
803
69.5
GM
40.1
OW
69.7
827
76 In
1092
721
114.1
629
91.0
721
97.0
618
7&0
721
$5.1
605
6&3
721
78.5
14%
60.7
721
70.1
588
54.6
721
65.4
579
45.5
Mt
69.t
569
39.0
721
56.6
W4L
34.1
721
S&7
563
78 in
5A
599
642
654
89.4
587
722
684
78.4
SM
63.1
684
70.4
567
50.1
684
64A
558
50.5
084
59.9
551
42-1
684
64.1
FAI
38.1
684
51.3
538
31.6
664
50.6
534
90 in
.9
45854.8
514
57.3
4tB
IZO
614
50.0
/40
41.1
514
4{.e
433
30.5
514
105
42T
129
516
37.3
t21
27.4
5U
33.0
A2
23.5
614.406
20.5
611
29.0
403961n
5.7
404
45245247.0396'3&7452390319
452
36.4
384
30.1
452
32.9
373
27.1
452
30.3
373
226
452
20.8
385
19.4
452
24.2
359
16.9
452
228
355
108In8.8
M201
322
31.7
357
377
317
27.2
357
2&4
312
23.8
M7
232
308
21.1
35T
22.7
3M
19.0
357
20.8
299
15.9
351
18.0
293
13.6
357
11.9
357
15.0
283
111 hu5.6
308
292
338
30.1
301
25.0
338
28.1
298
21.9
338
2J.1
292
19.5
33B
20.8
288
17.5
338
19.0
284
14.8
338
1s.5
278
12S
338
U14.827
11.0
338
13.8
289
1201n11.2
283
23.1
289
Z3.T
259
10.8
289
20.5
250
17.3
289
111.1
252
15.4
289
16.3
249
13.9
289
14.9
248
11.6
289
12.8
240
9.9
289
&T
259
1 10.4
1 232
TARI P AR
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(Df?p) X ( ANCHOR CAP._,_%
``MULLIONCAP.,," -
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE'ANCHOR CAPACITY
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. rr WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
st0atrate:
2Tk Conueta
3k Corerete
3.6k W no.
wilaw CMU
FIOed CMU
Pr Wood
Meted
Anchor
Capacity
AnelnrType:
wig' Elm
UM M
IM Elm
Utrecan
311E DeWaR
ubam-
im DaWeR
Utra-
5/1S Elm
1.111 con
311E Elea
Uftm-n
1W Elea
12t1aeon
311E DewaS
Ult-
IW MWall
tM--
114 SS 0..611E
A ggreOstm
Sm
Ubacan
114'63 Elm
Ag9reGel4r
010 81W
Screw (GS)
M2 SIM
Screw (GS)
012 SW
Screw (G7i
(Ibs)
Edge Dht-fink
1'
2-1/2'
1'
24W
1'
I 2-IW
T
2.11r
3.7I0'
1.
2.1/2•
1'
2-117E460
2.IX
1'
2-1/T
7
3.1/B'
T
0.4W
Mw
0.324'
Ealbe&-4 (, k
1.3W
tal4'
1-&4'
1-3'4
13/4'
1.314
1a'4
1-W4'
Z'
1.114'
1.114'
1.1/4'
1.1/4
1414'
1-1/4'
1.1/9'
1.114,
i-im
Z'
1-val
1-w
mad®
2 Anctm Q 4.75- Min O.C. / Standard
or OOsd OIp (Rg• 17•
390lbs
390 as
45a ux
890Ibs
310lbs
610 tM
220IbS
670 06
164410a
270 Ms
280 Ds
WA ga
740 D
370IUS
320Ibs
580 0a
374 ms
664 ara
Ode ms
341 IM
4421ba
5W Ibs
4AW.hom C1.15Mum O.Q/ Standard
(or OBsv2) mp(Rg.$
480Its
70) as
WA
WA
3201bs
'1260Its
3M Ibs
WA
WA
WA
390 Qa
WA
WA740
Los
WA
WA
WA
WA
WA
682 ft
885Its
1120 lbs
4 Amhore Q 3' MBm O.C.I (2) 2r5Angla LSpa / (Fig. 3k
780 fbs
780 0s
690 lbe
15M Its
62D lbs
12M lbs
4401be
1740Ibs
18931b.
5401bs
5W P.
WA
79011
740 @a
640Its
1180fbs
T48 Ns
8801.
1892 ms
682Its
8851bs
1120 un
3Aneh- a OAS' MIn. O.4 / IFCBp. Wa.12S Al- (Rg.4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
10T3las
1Anchr/FW'P (F7g-bk
1951bs1851hs
225M
4451hs
1551ta
3151bs
7101ba
43510a
B22Ibs
1351ba
i40 i0a
1T70s
J70Ib
1551te
7601ha
29) @s
1B71M
S32 ots
OA Itxi
170 Oa
721IW
2m IDs
2 Anch.. 1.15-Min O.CIF-C9p(RO-Bk
2401bs
350Its
WA
WA
150lbs
830 @s
1851Ds
WA
WA
WA
1WmaWA
WA37010s
WA
WA
WA
WA
NIA
3401 @s
442 @s
6501bs'
NUIG:rUtt IrICUrr=l UUr',lJ.)C It1C .SHWC A1Vl:nVK YAI ICKN HNU Hrvl,.11Urt VHl1
FIGURE 1:
FIGURE 2:
E;�
FIGURE 3:
---]
F-oo
F 0 0
1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURE 5:
FIGURE 6:
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 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 NOTTO 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-9D. 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 BE A 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 & 41,12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S.
d
®V
PRODUCT REVISED
as comp In with the Florida
Buliding o
HOA-No. 20-0406.08
Expiration Date 05/2612026
By
Miami -Dade Product Control
�,,• : No. 58705
a *-
%�O�'.- YSTA OFF
/-',,, ONAL E1NG��
A. LYrft34I11 Fi, P.E.
FL P.E.# 59705
TA CI C Aa
Mullion Capacity Table (IbsW)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
/ ANCHOR CAP.,e,,,,,,
(D �)X \MULLION CAP.--]
Opening Width (for%elticaly-sper9irg
mi1flans) or Opening Haight (for horl2oMa4-spanning millions)
so in
s0 in
70 in
80 In
90In
too in
120In
14o In
160In
1 z4 z.125
Rtttan(Nlar
Loading
71apRdalg.
Laadm9
ri4ctenguar
L-&g
hep(Tdan&
I4edag
Reelangular
Laedm
71apWTUang.
Loadm
RecmrlgWar
Laadm
Tmplfderlg. -
Lcadng
RtttonptlrQ
I-vadog
ltapRdeng.
tnedn9
Redmpdar
Lna6n8
Tmpmlalg.[RIctangWa
L-Rm ijo."
Traplatmp.
Im&,g
Rectmt94ar
Loadng
TmpRdarr9.
I.oadna
Recten9dm
I
n9
Trep/Ofang.
raadn9
Alum.Tube'
Mullion�.
A.
F
s
IS
L
o e
o
o
�
,a
c3
�
is
L
0
yq
r3
q�
L
S
E
L
a
3
s
L
v.,
�.
L
'a
g
3e
��7
E
L
�
is
d�
�@
L
$
figk3
3
L
a
h
Fu....
f
$�.
8
b�
F
s
F
�.
r
E
r
�
S
`a ail
@
.SS
cS
a?
a
3
a
:.
c4
S
Li`USE
S
$`2
5!
r
�
h�b.
d"�
L
1s..
8
E
8�
z•
A
f
L
a..
q�
a,
gg�3
@
n
'5 ..
'g¢d
d.
=ANCHORCAP.o,
THIS FORMULATOOBTAIN
TE"ANCHOR CAPACITY
REQUIRED'CORRESPONDING
RE UTACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
6M
170.0
435
170.0
744
170.0
47a
170.0
8N
170.0
508
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
�170.0
521.0
1488
170.0
521
145.8
1459
1TO.0
521
127.8
1159
1T0.0
b21
481n
170.0
708
170.0
524
170.0
00
170.0
W4
170.0
992
170.0
MO
170.0
1133
170.0
661
170.0
1275
170.0
877
158.3
1303
170.0
660
130.3
1303
170.0
880
111.7
1303
170,0
690
97.T
1303
MO
680
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.a
W3
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
156.1
1235
170.0
747
140,5
1Z35
170.0
766
117.1
1235,
170.0
756
100.4
1233
170.0
756
87.5
1235
170.0
756
THAN THE MULLION CAPACITY
THE TABLE)OFTHE
54 in
170.0
787
170.0
612
170.0
955
170.0
891
170.0
1110
170.0
754
154.4
1158
170.0
803
137.2
115a
170.0
837
123.5
1158
170.0
858
10z9
1155
170.0
051
882
1155
170.0
661
T72
1158
170.0
061
(FROM
SELECTED MULLION. R WILL
60In
170.0
895
170.0
701
168.7
1042
170.0
T97
14z9
1042
ISM
832
125.1
1042
14a.7
615
111.2
100
136A
sm
100.0
1042
130.2
791
83.4
1042
125.1
7a2
71.5
1042
125A
782
8zs
1042
125.1
782
YIELD A MINIMUM ANCHOR
631.
170.0
930
170.0
745
1512
992
ime
81a
129A.
992
144A
799
113A
992
131.0
702
100.8
B92
MA
788
947
992
114.8
758
75.8
992
108A
745
64.6
992
108.0
144
50.7
ON
108.0
744
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
$
65In
165.4
947
170.0
789
137.5
947
148.0
766
118.1
947
130.3
765
103.4
947
117.7
752
91.9
947
105.7
738
82.7
947
102.2
727
68.9
947
95.1
713
59.1
947
94.0
711
51.7
047
94.0
711
ANCHOR OPTIONS FROM THE
c
721n
135.9
849
142.7
737
1132
849
121.6
722
97.0
849
106.9
700
84.9
649
96.4
696
75.5
849
88,7
6W
67.9
849
112.7
675
55.6
849
75.3
659
48.5
$49
72.5
652
42.5
$49
7z4
661
ANCHOR CAPACITY TABLE.
3
761n
116.5
782
120.7
W5
96.3
762
1M-6
OR
8z5
782
90.0
640
7z2
782
80.9
63
842
762
742
GM
57.8
762
692
613
40.1
762
678
602
411.3
762
59.9
597
36.1
762
59.4
695
�
781.
106.9
724
1/1.4
634
89.0
724
94.0
621
743
724
819
609
648
724
74:4
599
59.4
724
68.1
691
53.4
724
63.4
583
44.5
724
57.3
673
392
724
5/.3
567
33.t
724
63.5
665
901n
69.6
543
71.8
f83
58.0
643
60.7
474
49.7
5{3
5z9
466
43.5
543
47.1
458
38.6
543
42.8
452
34.8
543
39.6
446
29.0
643
34.9
436
24.8
543
3z1
430
21.7
643
30.7
425
961n
57.3
478
68.9
427
47.8
478
49.7
419
409
478
432
412
3i8
473
38.5
409
31.8
478
34.8
400
28.7
478
32.1)
395
23.9
478
283
386
20.5
478
25.8
380
17.9
478
242
375
108h
40.3
377
41.1
341
33.5
377
34.6
335
28.8
3"
30.0
MG
242
377
248
325
22A
377
24.0
=1
20.1
377
Z20
W16.8
377
19.0
310
14.4
377
iT.t
304
111 In37.1
357
37.a
323
3D.9
357
31.8
318
26.5
357
27.6
313
212
357
24.4
309
20.8
357
22,0
305
146
357
20.1
701
18,4
357
17.4
294
rl.--.l
29.3
3W
29.8
2"
24.5
3W
241
274
21.0
3M
21.7
ZM
1113
30a
112
217
16.3
3W
17.3
2.
1411n
17.0
212
17.2
198
Suinsbate:
z7k M.We
3k Concrah
3.5k (brw.
Fioilox CMU
Fliled CMU
Pr Wood
Metal
Anchor
Capacity
Arclarry�'
3ne'Eko
Ullman
1141EICO
LAtrawn
3f18'OaWaO
1lt-
1/4'O4Wag
tAftco l
5118-Ebo
Ulbacan
3H8'OW
Ullman
1!4-Eko
Illlmcan
&18'DeWae
UIImm
1f4'DeWan
uft.' n
1/T SS EIeo
Aggre-br
d16 Elco
Ultmcon
L4'S3 Ek:o
A99eWM
a1031ee1
3l (Z)
/r123ted
Scme(05)
a1231ee1.
a-(G5)
Obs)
Up Dist."(In7
V
2-1/7
1'
2-VZ
r
2.1/7
1'
2-1/7
3-116'
r
2.17
1'
2.1rZ
1'
2.1/7
1-
2-1tr
2
3.1Ar
r
0.48'
0.W
0.324-
E.Wd-dOni.
I-V4'
13WC
13WC
I-W
1-V4-
13r4-
13rC
13r4-
Z
1-1/4-
1.1/C
1.1/4'
1-1/4'
1.W
1.1C
I-IM
1414-
1-tw
1.1/4'
7
I -TT
I-w
®des
2 Archon ® 4.76'Min. O.C. / Smndard
orOeset Up (Fig. 1827
3901b3
390Ibs
450 6a
8901be
310lb5
6301ba
22D Ibs
8701bs
164416s
270l s
290 IIa
354 As
MR.
230I s
37MO bs
320 ins
Sao ins
374 4a
684 ®s
9460s
341 bs
4421bs
obs
4 Amhda @ z2S Min. O.O. / Standard (a Me) Qlp (Fig.4
70D Im
700Ibs
SM W
1410 M
020Ibs
1260Im
4201bs
1720 im
252 b9
WA
560 Os
WA
630 V.
390 Ds
740Ibs
510 ft
1080 ft
WA
aw 101
WA
662 Os
Mite,
1120 ins
OAmhm 4a 1.iS Ulm QC. I Wandad(or OBsel) Oip F447
9601bs
1400 its
WA
WA
6401bs
25201bn
740 ft
WA
WA
WA
760 bs'
WA
WA
WA
UMIbs
fA
WA
WA
WA
WA
IMI Ibs
177011s
2240 bs
4Amhom 3- MIa O.O 112) W Angle Clips / (ft 5t
7801ts
780 bs
660 Its
1560 0S
62D Ibs
12601bs
4401ts
17401bs
18981bs
540 MS
5501ts
WA
760 bs
460 is
740 ins
640 ft
11601ts
748 ns
8801bs -
1892 On
682 bs
885 ihs
1120 bs
6Anchom 3' Min. O.O. f (2'I2r5An& Cops / (Fg 67
1170 Ibs
11701ba
1LD Ibs
2340 bs
930 Rv
18901ts
650Ibs
2610 Its
2844 ran
8101bs
840 bn
WA
1140 bs
6M gs
11101bs
9M bs
17401bs
11221bs
1320 ft
28381bs
1022IM
1327 Ss
1680 R.
4 A.IM ® 0.45 W . O.G I LLCUp Nta -12r Ahm (Fig. 77
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
14301bs
2Arctms ®22S Mhs O.C/ F-DIP (Fg. B}
350 ins
350 bs
290 bs
7051bs
3100s
83010s
27010e
em m
4780s.
WA
2801ba .
WA
315 I0o
195 bs
3701bs
255 0s
b3D as
WA
440 0s
WA
34/.its '
4421ba
5W t
4 Arctss 1.15 Min. O.OJ F471p (Fig.97.
480Ibs
700 V.
WA
WA
3200s
12601bs
3701hs
WA
WA
WA
380 bs
WA
WA
WA
740 6s
WA
WA
WA
WA
WA
682 bs
BBS IDs
1120 ®s
NOTE FOR THE OFFSET CLIP, USE 711E SAME ANCHOR PATTERN ANU ANGHOK VALUESAS I HC S IANL/AKU CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2
• • •
FIGURE 3: FGURE4: FIGURE 8: FIGURE 9:
• • • • • •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
•
•
•
SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
•
•
•
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING VNDTHS 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
FIGURES'.
FIGURE 6: FIGURE 7:
SUGGESTED, APPROXIMATE HOLE LOCATIONS..
• • • •
SUBSTRATES: CONCRETE SHALL CONFORM TOSPECIFICATIONS. HOLLOW AND GROUT -FILLED
• • • •
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOO AST ASTM 490. WOOD SHALL BE PRESSURE -TREATED YELLOW
C
SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF.125"THICK STEEL
• •
STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK
ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS.
AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18A S.S. OR 410 S.S.
PRODUCT REVISED
as comp Ing with tha Florida
Building o
NOA-No. 20-0406.08
Expiration Date05^126/2026
BY 0 �/
Miaml-Dade ProductControl
1111111l/
�•� �e1Y LYNNM
NoN/o. 58705 �•
ir
�Q •• ST OF O_ lV��
'i�(�
S;S70NAL E:%, '
A. LYtSWMEEg , P.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table Ibs8t2
ANCHOR CAPACITY
Opening Width (forvedically-spaltting
muAlons) or Opening Height (for hodzontall"paming alL4gorts)
ADJUSTMENT FORMULA:
1 x 4x.S76
Alum. Tube
50In
80 in
701n
so in
901n
loom
12o in
140In
160 in
ANCHORCAP.-,-
(Df®)X( )
MU W ON CAP.s„°,
Rectanguiar
Loafing
T-Wrilen&
Loafing
Rectangular
Loading
TmpRdarg.
'L_bg
Rectangular
Loafing
TmpRdanO•
Loafing
Reotsltg,lm
loednD
TrepRlfeng.
Loading
Re0•Igular
Loading
Tmp/THang•
Lo>Q g
Rectmtgder
Loadug
Tmp7TAong.
-
Lsad-9
Rectangular
Loafing
-
7roplfdang.
Loafing
Rectanguor
Loafing
TraplOiang.
Loadt9
Rectangular
Loading
Tmprild .
Loading
a•T•
gee
i5
251
rg_
-91H
d'
2e
2e
€
g�
G
r
6�o
12j
a
g
G
19
2
a
M
a
5
1
aggg�r
$
fi
r
mSMullion
r
Lfi° b•
L�
fi'
21
z8
w
5
21
ae
3
8
21
�
2
�
=ANCHORCAP.-
_
USE THIS FORMULA TOOBTAIN
THEANCHOR CAPACITY
REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE '
REQUIREMENT FOR THE
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
so
170.0
508
170.0
992
170.0
5t9
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1933
170.0
521
481.
170.0
706
170.0
524
170.a
1150
170.0
564
170.E
9B2
170.0
630
170.0
1133
IM.0
661
170.0
1275
170.0
On
170.0
1417
17D.0
680
170.0
1700
170.0
680
170.0
1983
170.0
B80
151.0
2024
170.0
680
OPENING, WHEN IT IS LOWER
60.625In
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1046
170.0
G8/
174.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
75G
170.0
1793
170.0
766
150.0
19191
170.0
756
138.6
1919
170.0
756
TFIAN THE MULLON CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. R WILL
win
170.0'
797
170.0
612
170.0
956
170.0
fist
170.0
1115
170.0
751
170.0
1276
170.0
803
170.0
1431
170.0
837
170.0
1694
t7D.a
858
159.9
1799
I=
mi
137.1
1789
Ilea
Bat
U0.0
1799
1T0.0
$61
601n
170.0
885
170.0
701
170.0
1063
170.0,
797
17D.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
996
155.5
1619
170.0
1033
129.6
1819
170.0
IBM
111.0
1619
'170.0
100
97.2
1619
170.0
1083
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
B40
170.0
1403
170.0
iw5
156.7
1642
170.0
1678
141.0
1542
170.0
1122
117.5
1542
169.5
1158
100.7
1542
16L9
1157
88.1
1542
1979
1157
CAPACITY WHICH MAY BE
AL
'b
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170.0
1006
142.E
1472'
168.8
1148
120.5
1472
168.8
1130
107.1
1472
147.E
1108
91.8
1472
148.o
1104
60.3
1472
146.0
1104
USED TO661n
ANCHOR QUALIFY FROMADDITTHE
ANCHOR OPTIONS FROM THE
to
�
721n
170.D
1063
170.0
WB
17D.0
1275
170,0
1009
150.e
1320
1662
1701
1320
1320
119.9
1082
117.3
1320
137.8
1066
Toss
1320
128.6
tw9
68.0
1320
11Z0
10N
75A
1720
1128
1013
66.0
1330
1125
1w2
ANCHOR CAPACIT'TABLE.
761n
170.0
1122
170.0
937
/49.6
11w
159.{
1013
1282
1784
1799
9w
1122
1ie4
125.7
978
99.7
ttw
115.3
964
89.8
1194
107.5
962
74.8
1184
97.6
03S
w.t
1184
W1
927
58.1
1184
923
925
781n
160.1
1124
110.0
967
138.4
1124
147.0
965
118.6
1124
128.8
947
103.8
1124
923
1124
70.5.E
SIB
B3.0
1124
93.5
905
692
1124
89.0.
890
99.3
1124
84.3
881
61.9
1124
832
878
90 in
103.1
844
111.5
750
90.1
B!1
94.3
736
772
80
B27
72A
67.6
844
60.1
844
68.5
702
54.0
8"
61.4
693
45.0
944
54.2
S78
38.6
844
60.0
668
33.8
844
47.7
682
96 in
89.1
742'
91.5
663
742
742
772
652
63.6
742
672
941
55.7
742
49.5
742
54A
622
44.5
742
49.8
014
37.1
742
43.6
600
31.8
742
3A9
590
27.8
742
37.5
584
108In
62.6
586
.63.9
530
52.1
BOB
53.8
521
44.7
566
46.6
513
39.1
586
141,4605
34.0
68G
37.3
493
31.3
B86
342
422
20.1
58B
29.6
481
22.3
588
26.6
472
19.5
566
24.7
468
Ill In
67.6
555
53.9
503
48.0
555
49.5
495
412
555
429
487
36.0
555
32.0
555
34.2
473
2&8
555
31.3
467
Uo
555
27.1
457
20.6
555
24.3
"0
18.0
655
224
442
120 In
45.6
475
46.4
433
38.0
475
39.0
428
328
476
33.7
4m
28.5
475
25.3
475
26.
4409
22.8
475
24.5
4w
19.0
475
21.1
395
18.3
475
18.7
397
U.3
I75
172
381
144 in
28A
330
29.7
3D5
22.0
330
224
301
19.0
330
193
297
16.5
330
TARI F 7R
Suhsbele:
271, Cbnemle
3k Cms,ete
3.5, Cars.
Hollow CMU
Filled CMU
PTWood
Metal
Anchor
Capacity
aeMrTYPa:
3nB'Elco
unacen
1/4'Fae0
Unicon
3/78'DaWall
Lnlm
1l4'DeWall
UtrazoeM
5/16'Elca
Ullmon
3/i6'Eko
lAtr9ean
114'Eko
tKnicon
3I18'O¢Walt
LAaueM
1!4'DeWal
Utawne
1!d'SS 6eo
AggleCeW
511E Eleo
UOecon
1/4'SS Eko
A99MCM
it10 SIMJ
Somw(G5)
tH25lee1
Se"(G5)
8125'leel
60ew(0)
(Ib6)
Edge Distance Qn):
1'
2-iR'
7'
2.12
1'
2.1W
1'
2-1Ir
3.1/8'
1'
2.10
1'
2.17
1'
2-lAr
7'
2.72
T
3418'
Y
OAr
0.54'
0.32T
Embedment MT
l V4'
1-3l4'
7.Vr
vwr
i-wr
7'N4'
I-T4'
I V4-
2
1-1/4'
1.1/4'
1-1/4'
1.1/4'
1.1/4'
14L/
i-114-
1-1/4-
1.1/4'
1.114-
2'
I-wr
1.3v
s fiee
2Anthem ® 4.75' Min. O.C.I Standen!
w Offset Cap (Fig. 182):
390 lbs
390 its
450Ibs
890 nn
310108
630Its
22D lbs
9M Be
1644lbs
Z701ts
230 be
3541to
740 Its
230lbs
310lbs
320 ®s
5501ts -
374 lbs
6641bS
948 as
341 lbs
442 Me
560 O9
4 Anch n; 0 22S Min. O.C.! Standud (C Offset) Wp (Fig. 3T
700lbs
70D Ibs
580 Its
1410 Me
6201bS
1260 as
42D [be
1720Its
Mies
WA
550 0n
WA
630 IDS
390 Rel
7401bs
510 %9
10M Ibs
WA
BOOM
WA
B82 The
11BS IDs
11201bs
B Arehart @ 1-15' LAn O.C. / Standard (0 Client) Cop pig. 47
BOB lbs
1400"
WA
WA
WA
WA
6401h.
2520 IDs
740 ins
WA
WA
WA
7601bs
WA
WA
WA
1480 its
WA
WA
WA
WA
WA
1363 ins
7Tm lbs
22401bs
wa Q� 4 AlehTM.O.O./(2) 2,5 Angle Clips/(Fig.4
780lbs
7801be
1560 On
620aa
12601te
440 an
174DIW
1696Its
540 lbs
560 bs
WA
760IU
460li
7409s
640On
116011.
7481ba
613011.
1892Ibs
6821bs
885 foe
1120let.,
6Antlno,e®3'MIn O.C. /(2)2a5 Angle Cops!(Rg 6}
117016s
t77D ins
10200i
23401M
93D Ihs
18900s
6601Ds
2B101M
28441bs
810 ins
6400s
WA
1740IM
6901W
1170Iba
9600a
1740 Ns
1122 as
73201bs
28389s -
1022IDa
1327Ibs-
188016s
4 AncMm � 0AT Min. O.C. / UClip, bdo .l2S Alert pig. 7k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
1430 as
2 Anchom ® 226' Min O.CJ F42p (R9 B}
3591bs
Ill
Ill
71 m4
Ill 1
610Ibs
21010s
860 IOe
476 Os
WA
280 its
WA
3/S ids '
795Ibs
ma's
2S5 ins
530 Os
NIA
440I6s
WA
341 los
442 ma
f`s0 ins
4 Alctnm Q91.1S Min. O.C/F43P 1R9. 97
4801b9
7001ts
WA
WA
320 ft
12W Oa
370Inn
WA
WA
WA
390 its
WA
WA
WA
740 ins
WA
WA
WA
WA
WA
Ba21be
885 m9
7120 fts
NU tt: FUK I Ht V"Uh I L:LIP. USt I Ht SAMt ANL:KUK NA I I hKN.ANU ANUHVK VALUtS AS I Ht S 1ANUAKU t,;I-I .
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9
• • • • • • • • • • • •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 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 AC1 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 BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALLANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 
ANCHORS INTO WOOD MAYBE STEEL, 18.8S.S. OR 410 S.S.
a �
HIS
®U^
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Data 0055112}612026
BY -
MlamhDade Product Control
AsrA/
-CAP
IS
No.�5588-f7p0-5
� �' =, Fs ........ G
`S'ONAL aN
A. LY14N MIILLEt3, P.E.
FL P.E.# 58705
TABLE SA
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X (ANCHOR CAP.,,a_%
`MULLION
=ANCHOR CAP.,m
USE THIS FORMULA TO OBTAIN
THE •ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENTFORTHE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WALL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TART F AR
Anchor
Capacity
(Ihs)
Subshate:
27k 04mrete
3k C.—le
3.5k Cat.
-
FAUM CMU
oiled CMU
P7 WOOd
Metal
/utcMrTypr
3/16•Eko
Ul.—
1W Ek4
Lilt—
3116'DeWA
Un..w
1/4'DaWan
llihar
5116'El-
u- -
311W El.
1r--
1/4'B.
lgirac4n
3flir MWa'
Ut.—
1W DeWalt
ur--
1/4-SSElw
AggiaGabr
511VEW
Mir—
1/4•SSEk4
AggeGad.,
R10Sleet
S—IG5)
W2 Steel
13—(GS)
612Steel
S—(GS)
Edge Dlstame Mk
1'
2.Or
V
2.10
1'
240
1'
2.1/Z
3-110'
1'
2-1/r
1'
2-lrr
1'
&Vr
1'
1 2-112'
r
3.1/B'
r
0.487
0.54'
0.324'
53dnnnt(h),
1.3W'
1-3/4'
1,V4'
1-31P
1.V4'
13/C
1,V4-
1,V4'
2'
1-VP
1.11r
1-1/4'
1414•
1414•
1.14'
1.1/4'
1-1/C
1-1W'
1.114'
2•
13'e'
1-W
soles
2 Amh— 0 4.75 MIA O.C. / Stallard
a Otset OIp (Fig. tk
3901hs
390IM
450 ths
8901hs
3101ha
63010s
220Ih3
8M Ihs
1644 Ito
2701hs
260 lee
354 lea
7401hs
230 tha
370 Es
320 2a
580 gn
374 an
664 r.EWA
tla
341 P.
4421hS
550 a4
4 Ammm 0 1.15- MhL QQ / Slandsd
(W 0&0) Clip (R9.4
4801es
700 ma
WA
WA
320 Ifa
126011n
3701hs
WA
WA
WA
380 fh9
WA
WA
WA
740 ®1
WA
WA
WA
WA
682Iha
0851hs
1120ba
4Amhare037 Min.O.Q/(2)2t5Atgle Clips/(F143k
780 Ns
780M
6800a
15601h1
6201to
12601Rs
4401hs
1740@s
m%its
54o its
S601ha
WA
7601ha
460 ma
7400ts
6400a
11601tn
748PM
Bao msr.
682 ma
8850n
11201a4
Ah.. Q 0.46'MA O.C. / UCIA hd4.12S Alm1 (Fig. 41
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WAA
WA
WA
1430 to
1 Amhal FCMp(Fig. Sk
195 an
1951hs
225 DS
4451a5
1551Ds
315m➢
1101hs
4331hS
82204
135Ito
1401hs
177Ihs
370�t
1151s
10.10s
1.115
2901ts
11.
3321Da
0a
170@a
2211hs
2501hs
2Amhaa 01.15 MIA O.CI F{Ulp (Fig. 6p
240 ft
350 H.
WA
WA
1601re
6301he
I 1851hs
WA
WA
WA
1901ha
WA
WA
WA
370 0s
WA
WA
I WA
WA
I WA
3411ha
442Ihs
560 Ns
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDAROCUP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
• •
• •
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
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/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
6053-TS AND BE A MINIMUM OF .125' THICK. STEELSTUDS TO BE A MINIMUM GRADE 33AND
.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 & #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S.
PRODUCT REVISED
an complying with the Florida
Banding Code
NOA-No. 20-0406.08
Fapiration Date 05126/2026
By
Miaml-0ade Produet Control
LYNN
7
411
�,.• LICENSE••,Z i
No. 58705
/7/ L D
5 AT OF
O
'',S/NAL �.•
A. LANMI 1( W2N, P.E.
FL P.E.# 58705
real roe
Mullion Capacity Table pbse)
ANCHOR CAPACITY
Opening Width (forvereca*spanning
muMcr e) or Opening Height (fcr hodmlia0y-sparring mtlilonv)
ADJUSTMENT FORMULA:
125.325
It
50 in
50 in
701n
801.
so In
login
IZ01n
140 in
160 to
(ANCHOR CAP.,",,,,a,
(DP,e)X `MUWONCAP._,_/
Rod 9u'ar
Losdrg
4ap'111.9.
Loading
R. n8�+r
Lairs D
TreplTdarig.
La4diag
Rectatpufor
Leading
Tra M
M M•
Loading
ReetaopAsr
Leading
TreWTdarg
Loadig
ReelelguW
Loading
TrsplHerg.
Loading
Raenngt6r
Laadrg
TreplTdmg.
Loading
Rocmigrdar
Imdng
TrepT6anp.
Leading
R4olmguW
loading
TreprTdmq
Loading
R4e14�guter
Loading
Traplydeng.
Lowing
.100
Alum. Tube
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tzgs•_
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'IDS_
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=ANCHOR CAP
USETHISFORMULA TO OBTAIN
USE
THE "ANCHOR GIPACTTY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 k1
170A
620
170.0
435
IMO
744
170.0
418
170.0
888
170.0
Sob
7T0.0
992
170.0
Sig
170.0
1116
170.0
521
153.3
Ilia
170.0
521
127.7
ilia
170.0
521
1D9.5
Ilia
170.0
521
95.0
1118
170.0
521
4e In
170.0
708
170.0
524
1Ta0
WO
n0.0
554
167.6
978
170.0
030
f4e.7
97e
va0
Got
120.4
978
17a0
6T7[17
on
170.0
680
97,8
Wo
170.0
860
N.B
07a
170.0
860
7S3
97e
+70.0
sac
REQUIREMENT FOR THE
OPENING, WHEN ITIS LOWER
50.625 In
170.0
747
170.0
563
n0.0
996
170.0
631
160.7
927
170.0
684
131.0
927
160.5
708
111.2
027
MA
699
9»
168.3
696
87.9
927
158.3
615
75.4
927
156.3
695
659
927
1583
695
THAN THE MULLION CAPACITY
Sd In
170.0
797
170.0
812
154.5
869
nao
691
132.5
esg
1319
693
1119
BBa
141.8
669
103.0
869
134.0
660
969
129.e
854
77:3
860
128.e
652
682
e69
120.e
852
57.9
889
126e
652
(FROM THE TABLE)OFTHE
60 In
1432
746
153.
634
119.4
746
620
102.3
746
117.8
608
68.5
748
107.8'
S99
79.0
TO
1D1.0
592
746
08.6
537
59.7
749
93.3
583
51.2
740
M.9
553
44.6
74e
913
553
SELECTED MUWON.ITWILL
§
e3k
ffi1.7
6»
1920
579
1031
8»
yeti
BBA
8»
100.4
555
»2
6..
91A
540
06.7
5»
e52
379
817
81.0
534
81.6
8»
».0
529
M2
6»
76.7
629
Sal
677
78T
Sze
YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAYBE
SBBM
107.E
677
1U.1
530
89.7
617
619
T69
617
88.3
509
872
61T
79.3
500
69.8
817
726
484
6f7
68.7
659
44.8
817
8/.4
483
39.6
617
83.7
482
33.6
817
817
482
USED TO QUALIFYADDI710NAL
721.
82.9
518
97.1
450
69.1
518
440
592
518
662
432
51.8
618
58.8
425
48.1
518
54.2
419
file
50.7'
4t4
34.5
518
48.8
408
29.6
518
45.0
405
25.9
518
45.0
405
ANCHOR OPTIONS FROM THE
yC
E
761n
70.5
465
73.7
406
587
485
[37.0
398
50.3
465
54.9
390
44.1
465
49A
38d
392
465
45.3
378
352
465
422
374
29.4
465
383
387
252
465
38.5
354
22.0
465
382
363
ANCHOR CAPACITY TABLE.
rein
65.2
441
68.0
387
64.3
441
379
48.8
441
50.6
372
40.8
441
45A
386
38.2
441
41.6
360
326
441
30.7
350
27.2
441
34.9
349
232
441
33.1
346
20.4
"1
32.7
345
901.
42.4
332
419
295
3S4
M2_
259
30.3
332
323
281
285
332
MS
280
23.6
332
281
Z76
212
332
24.1
272
17.7
332
21,3
268
152
332
19.6
282
113
332
18.798k
35.0291
35.9
x6e
29.1
291
256
25.0
291
T84
252
21.9
T91
23.5
248
19A
291
21.3
Tdb
17.5
291
19.5
2H
14.6
291
77.1
238
125
297
75.6
232
108 In
24.6
230
2&1
208
20.5
230
21.1
205
175
230
183
20f
154
230
16.2
798
Illin
22.0
218
23.1
197
10.9
218
19A
194
102
218
18e
197
141
218
14.9
lea
1201n
I7.9
107
18.2
170
74.9
797
15.3
f57
9Wsbale:
271, Concrete
3t Concrete
3.5k Co..
"coca CMU
Fired CMU
Pr Wood I
Metal
Anchor
Y16•1.
1/4' Eleo
Laozon
311E DeWatt
Lfftmone
1/4` DeMt
1111-on.
&IS' Elco
Utreean
WS'Sco
Un-on
tl4'CapacityUnreeoe
Macon
urns...
Utraeon.
Aggregator
Ulhaeon
A9greColar
Solar+(G5)
S-(GS)
a --(GM
()l5)
E-(inl
1'
2±1
1'
2-t2'
1'
2AW
1'2.1/r
3-W
1•2-i7T
1•2.117
t•2-1rr
I'
2-1(l
r
3.118•
r
0.48'
0.54-ed(Inr
UTC
1314'
I3'4'
I-T4'
13I4'
1314'
I-Y4'
13I4'
2
1-V4`
1-V6'
1-114•
1.1/4•
1-114•
1.114•
1414'
1414'
1•V4
1.7/4
r1318
13w2Amheia
® 4.75MIn.O.C.I Stmrdard
or O04M 77
390 ths
3901b1
45D lea
690IDa
3101bs
630lba
22D 1oa
870 go,
1644It.
270 Ds
280 m
35416E
740Ire
2301ta
3701bt
3201as
5m rm
374 Ns -
684 0e
MO.
341 Im
4421bs
580 ms
4 Anchors Q 1.15' Mtn O.C. I Stadd
ffarTypc
(or C(Fig. Zr
4801bE
7001bs
WA
WA
3201bs
126D Ds
37D Ibs
WA
WA
WA
380 6s
WA
WA
WA
740 ns
WA
WA
WA
WAWA
ee2lbs
085 ms
1120Ibs4Ammrs
Q3•Min. O.G/(2) 2t5 Anf(Fg. 37
780lbs
7801bs
6901ta
1560 fbs
6201fa
1260�
4401bs
17401bs
IBMlbs
540 Es
560ba
WA
76DIbs
46011.
7400E
&06s
11600E
748 Me
88010E
16926E
6826E
802E
11201bs
3 AmMIs C0.5V Min O:C./ U471p. Ido.1(Fig. 43
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
9500E
1 Anct(ft 53
1951bs
195 the
21a Its
445I1m
1550E
315Its
1106E
435 lbs
8728a
735 as
1406E
7ITan
37010s
115Its
1851bs
IIDIbs
2906E
1870a
3121bs
47310E"'a'.Ibs2Anchore®1.1S
Min. 0.(Fla. B):
24010E
3500E
WA
WA
1600E
630 Oa
1850e
WA
WA
WA
190 Es
WA
WA
WA
3100E
WA
WA
WA
WA
WA
3411h1
4421Rv
SfiD 6s
HI'S
23 �
PRODUCT REVISED
85 eemplyin with the Florida
Building Code
NOA-No. 20-0406.08
Expiratfon Date 05126/2026
By l
Miami -Undo Product Control
nVIC:t-UK 1MU UrrbCIUWV,VAC 1"M JHNIC AN -UM t•MI t CM" 7lnU Mnvnum V-0M rnC �rrvavernvv -
FIGURE 1: FIGURE 2:
TABLE NOTES 1.25V r1 250"�i
I
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
L}'N
FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" 3.250°,`�ON.....,.!V
`
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS � ..•'' �LCENSF ••, (� �
CUP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BE USED No. 68705
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND'
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL _ C 3T
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE •- ,� •Z0
6063-T5AND BEAMINIMUM OF.100"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND �O�•,. A OF
• .045"THICK(1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125"THICKANDA36.ALL .100" .100" i '•,F20RIDP;,. •'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL 1.25'X3.2r X.100' 1.2SX 326' .100' 1-1
#10 & 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. MULLION FOR MULLION FOR
• FIELD -MULLED UNITS FACTORY -MULLED UNITS A L'I'NNIMIuuc7S P.E.
FL REA 58706
TABLE 10A
Mullion Capacity Table (Ibaffe)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,,,,,,,,
D
( ) X MULLION CAP.,,,,,,,
Opening Width (7orveRkallyMmming
m181ons) orOpening Height (for hoil2or1aff"panning mdgors)
SE) in
60 in
70 in
00 in
90 in
100 n
120 in
140 in
160 n
1.26.624
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Loading
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Loodng
Taprildang.
1aa01rg
Rectangular
Loading
Trap/Irkmg.
Ina4ng
Reclanguin
Load'ag
Taplydarg.
LoadYg
Reclarguler
laadmg
TmpTdang.
Lmdng
Reclanguta1
loading
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Rectan9Wa1
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-ANCHORCAP.,o
USE THIS FORMULATO OBTAIN
THE"ANCHOR CAPACITY
REQUIRE[" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
62D
170.0
435
'17U
744
nD.D
470
1I.0
060
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
621
170.0
INN
1701
521
1I.0
1480
tI.O
521
170.0
1735
1740
521
170.0
1983
170,0
521
494n
1I.o
708
170.0
624
170.0
ISO
VILE)
684
170.0
992
170.0
630
170.0
1133
170.0
661
1T0.0
1275
170.0
677
170.0
1417
170.0
680
170.D
1700
170.0
600
169.7
1979
170.0
600
140.5
1979
170.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.681.
tI.0
747
170.0
563
170.0
895
170.0
111
VIA
1046
170.0
694
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1783
170.0
756
1625
1gT7
1I.0
T66
133.6
187T
170.0
766
THAN THE MULLION CAPACITY
S4 is
170.0
797
170.0
612
170.0
956
110.D
691
170.0
1116
ITQD
764
1700
1776
170.0
113
170.0
1434
ITCA
037
170.0
1594
170.0
856
15SA
1769
I70.0
III
134A
1111
170.0
111
117.3'
ITO
M.0
III
(FROM THE TABLE)OF THE
60(n
1I.0
CBS
170.0
I3
170.0.
10M
V0.0
79T
170.0
17AD
170.0
078
170.0
1417
tID
944
161.1
1511
1I.0
9S6
145.0
1511
170.0
1033
120.8
iSit
170.0
1063
103.6
1511
170.0
1063
906
1511
170.0
1063
YIELDAMINIMUSELECTED ON. ITWILL
YIELDA MINIMUM ANCHOR
631n
170.0
930
170.0
745
1I.0
tii6
1701
060
170.0
1D02
IT0.0
940
156.6
1370
1I,0
1015
1392
1310
1I.0
1075
125.3
1370
164.D
1092
104A
1370
155.9
1072
895
1370
155.3
1070
78.3
1370
1563
1010
CAPACITY WHICH MAY BE
$0
66in
170.0
974
170.0
I9
VI.0
1169
170.D
903
1S5.6
1248
170.0
1002
'1362
1248
158.6
1013
121.1
1248
147.1
1000
1089
124B
139.0
989
90.0
1248
130.4
9I
771
1248
129.0
975
68.1
1240
129.0
,975
USED TO QUAUFYADDTRONAL
m
.J
72in
I67.0
1049
170.0
010
139.9
1049
1502
892
119.9.
1049
132.1
875
104.9
1049
119.1
650
932
1049
109.7
848
03.9
1049
102.7
WB
699
INS
94.1
021
11.9
1111
11.2
120
52A
1049
91.1
820
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
e
761n
142.7
941
149.1
822
118.9
941
126.9.
605
1019
941
111.2
791
89.2
941
I00.0
7TT
793
941
91.7
76S
71.4
971
85.6
757
595
941
77.6
744
51.0
911
74.0
737
44.6
941
73.3
736
Al
78 in
132.0-
894
137.6
783
110.0
694
116.9
767
94.3
ON
1024
763
825
894
91.9
740
73.3
694
84.1
736
66.0
894
I,3
721
66.0
894
70.7
707
47.1
881
67.0
I1
413
SH
66.1
6%
901,
85.9
671
88.7
5%
71.6
fill
1 74.9
585
1 61A
671
653
575
537
671
68.2
1 666
47.7
671
52.9
SSB
410
671
48.8
551
35.8
671
All
539
30.7
671
39.7
531
269
671
37.9
526
%In
70.8
S90
72.8
627
59.0
590
61A
510
50.6
59D
S3A
509
443.
590'
47.6
502
39.3
590
43.0
4B4
354
590
39.6
498
29.5
690
367
477
26.3
530
31.6
469
227
SM
29.8
464
108 in
49.7
486
SOLO
d21
4I.A
466
429
414
355
466
37.1
400
31A
466
329
402
2T.6
466
29.7
395
24.9
466
27.1
391
201
466
23.6
382
17.8
466
21.2
376
755
466
19.6
370
III in
45.8
"1
45.7
400
382
441
393
393
32.7
441
34.1
387
28.6
441
30.2
1 382
25A
441
272
376
22.9
441
249
372
19.1
4a1
21:5
363
16.4
4d1
193
356
143
441
13.8
351
1201.
35.3
378
369
3u
3D2
376
31.0
339
25.9
378
28A
334
22.7
378
217
729
20:1
3T8
213
325
18-1
319
19.5
321
15.1
3I
16.7
314
Ind in
21.0
1 262
212
2A2
17.5
262
V.8
239
IS. 0
262
153
239
TARI F 10R
Anchor
Capacity
sub*.1.:
Wk Co
crole
3k Corwrele
3.51, Cmm,
in0aw CMU
F®ed CMU -
PT
Wood
Metal
ArchNryPe
3'1(i Be.
Unratorl
1/4'Eko
ulwalr
3116•DeWalt
UOT400n+
1/4'Dwall
utrdcom
5/16'Men
Unntcon
311WElea
11r=m
11SEko
UDracon
3II6'DeWalt
IAtmC
I/4•DaWalt
UaraeoM
V4'SS EIeo
A ggmGator
51/GFJco
llluaeon
.IIVSSEko
AggeGatm
6IOSteel
Screw (G5)
012Steel
Screw (GS)
#12 Steel
Screw (GS)
((b9)
Edge Distance M}
1'
2-V2
1'
2-iR'
1'
2-12'
1-
2-172
3-IW
1'
2-12'
1'
2-1Q'
1'
&V2
1-
2.11Z
2
3.1/8•
2•
0.48'
0.54'
0324'
Ernbed-d(in):
1-3/4'
1.3r4'
I -TV
1.3r4'
1.i14'
I-W
134'
/ W
?
1.1/4'
1.114•
1.114'
iA/C
1-114'
1-VC
1.114'
1-V4'
1. W
1.1/4'
2'
I-w
11w
W.
2Anchors Q 4.75• Min O.C. / Standard
or Offset CBp (Rg. tk
390lbs
3901b
4501bs
ISO lb
31011.
6301b
2201b
670 Me
164410a
270 Ms
2601b
354lbs
740lbs
2301b
3I Ws
3201bs
5501b
374 Ins
654 ft
04a In
3411b
4421bs
6601Ds
4 AncMas C 1.15 Min O.C. I Standard
(or 09set) Qp (Fig, 23
480 ms
7001bs
WA
WA
320Ib
12601bs
370 Ns
WA
WA
WA
380 ft
WA
WA
WA
T40I n
WA
WA
WA
WA.
WA
6521bs
so Ibs
112D ns
4 Anchors C T Nn. O.G l r4 2a5 Ar4e Cops / g-Tg: 31,
780 ms
780 In
680lbs
1560lbs
6201bs
1250 ma
440 Ms
17401bs
IBM 1b
5401bs
56D Is
WA
760lb
4601b
740 ns
640 0s
116D Its
748 fins
aso Ihs
1892 to
682Ib
685I n
11201b
3Amhors Q0.WMin. 0.0./1J.04, Irdo.100•Ahma(FIM 4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
950 ft
1 AmborI F-C9p (Fig- 67
195 Ms
1051b
225lbs
445 as
1551b
376 tos
M ms
4351b
8721bs
135 Os
140 a4
1771b
3701bs
1151ba
18510a
160l s
29011s
167 ka
332 ns
473 ms
tI Ib
2211b
280 ms
2 Arch- 01.16' Min. O.CJ F-C9p (Flit. O7
2401b
3501b
WA
WA
i601b
630Ib
185 os
N1A
WA
WA
190 Ibs'
WA
WA
WA
3701bs
WA
WA
WA
WA
NIA
3411be
442 rss
860b
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESANDSHEET25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEENMULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
CLIP MUST
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.
USED IN
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
FIGURE 4: FIGURE 5:
•
FIGURE 6:
•
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF.100'THICIC STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' 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.
1.25'X 3.26' X.624'
MULLION FOR
FIELD.MULLED UMTS
PRODUCT REVISED
as comp nitg with the Florida
Building de
NOA-Ho. 20.0406.08
Expiration Date 005/2612026
13Y v ---
Mlam Dade roduct Control
1111I1111//
LICENS
No.58705 •�
0:kN A pF0•����
A. LA I ldI R, P.E.
FL P.E.# 58705
TAG? C 4 4 A
_ Mullion Capacity Table ObafR1)
ANCHOR CAPACITY
12
624
Opening Width (forvadica0yspaming
mLEons) orOpening Height (fiorhorizorila9pspanr6ig ro dflors)
ADJUSTMENT FORMULA:
(ANCHORCAP.,o.,
(OP-) X \MULLION CAP.--)x.
so In
Bolin
70 in
so in
90In 1
100 in
1201n
140 to
160in
Reclamlaar
Loading
Trap/id 9.
Loading
Rectongo.
Landing
hapfldang.
Landing
R.,?anSO.
Loading
TrapTd g.
Loading
Rectangular
Loading
Tiaprruang
Loading
RadenSolar
Loading
Tnpfrdang.
Loading
Red nular
Loading
TapRdarq.
Loading
Renmqular
LoadingLaLoadingng
TnplRLno.
ReaengolaI
Loading
Tap/Tdang,
Loading
Re<erqular
Loading
TrapRriang.
Loading
.024
Alum. Tube
Mullion
Mu1Bon
S
o
E
as
gg
i•o�
PT.
9
u
...
as
�'�
�
u
s
�.
as
si
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o
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o yy
<•P
u
_
XL.
ai3
u
_'�
3
0
3
Its
A
��
ra
S>
�
a
.o`
A 1:
:�.
�$'�
'�
A
S 4
�@.
r
'8
Q
3 e
5 1:
o�
u e
=`o'er
.�
o
-8 �
>�
o
2
S
u'
E s
S�
to
5
3
5
as
u e
��,
a
u
.';c
s
.. ...
>�
u g
�•P
9
a
u
s
3..
as
u
t
5
a
u
@
8 .-
�@•
1i
_'�.
5
a
u
''y
9 ..
d@•
o g
�•
u
5
a�
u
g
-ANCHOR CAP
�°°
USE THIS FORMULA TO OBTAIN
THE 'ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
42 in
170.0
620
M.0
435
iro,0
744
170.0
470
170.0
868
V0.0
S
1ro.0
992
170.0
519
170.0
1116
iro.0
521
170.0
1240
170.0
621
170.0
1489
IM.0
521
170.0
1735
170.0
521
tro.0
1983
170.0
521
49 in
170.0
709
170.0
S24
1T0.0
650
170.0
684
170.0
992
170.0
630
170.0
1W
170A
661
170.0
1276
170.0
677
170A
1417
170.0
689
170.0
1700
170.0
6I0
170.0
1983
170.0
680
170.0
2267
170.0
680
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
563
170.0
896
170.0
631
tro.0
1046
170.0
684
170.0
1185
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
759
170.0
2092
170.0
756
170.0
2391
170.0
756
THAN THE MULLION CAPACITY
641n
170.0
797
170.0
612
170.0
966'
170.0
691
1ro.0
1116
170.0
754
170A
1275
170.0
903
170.0
1434
170.0
837
170.0
1594
1700
856
170.0
1913
170.0
861
170.0
2231
1ro.0
B61
1602,
2403
1ro.0r1M2
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
60 in
170.0
655
1ro.0
rot
1ro.0
1063
170.0
79T
V0.0
1240
170.0
978
170.0
1417
1ro.0
9S4
170.0
1594
170.0
996
170.0
1771
170.0
1033
17D.0
2125
170.0
1063
148.3
2163
170.0
1053
USX
2163
1ro.0
YIELD A MINIMUM ANCHOR
a
63 in
170.0
930
1T0.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
i70A
1488
iroA
1016
170.0
1673
170.0
1076
V0.0
MISS
170,0
1122
156.9
2060
170.0
1169
134.6
2060
1To.0
1171
117.7
2060
170.0
CAPACITY WHICH MAY BE
USED TOQUAUFYADDITIONAL
ANCHOR OPTIONS FROM THE
Solo
170.0
974
170.0
789
110.0
1169
170.0
903
1710
1364
170.0
1002
170A
1SM
iro,0
1026
170.0
1753
170.0
1155
1T0.0
ISU
170.0
1210
143.0
1966
170.0
UT5
122.6
1966
170.0
1286
107.2
1966
170.0
c
j
72in
170.0
1063
170.0
870
1TD.0
1275
170.0
1009
1ro.0
1488
170.0
1126
170.0
1700
1ro.0
1228
154.1
17M
1TD.0
1315
138.7
1734
169.8
1386
115.6
17M
1S5,9
U84
99.1
1734
150.4
1352
86.7
1734
150.2
ANCHOR CAPACITY TABLE.
0
76 in
170.0
1122
170.0
937
170.0
1346
17D.0
IGSD
1685
1556
170.0
1209
147A
15%
1652
1285
131.1
1556
ISIS
1266
1179
1566
141.3
1251
SU
1566
128.3
1229
842
1659
122.3
1219
73.7
1656
1212
T6 in
170.0
IHil
170.0
967
17T.0
1381
1T0.0
1116
1559
1477
169.3
1245
1364
1477
152.0
1=4
12l2
1417
U9.1
1205
109.1
14T7
129.5
1191
90.9
U77
116.9
1169
77.9
1477
11D.8
1158
682
11477
1109.3
1154
s01n
L20
1110
U55
986
111HA
1110
123.9
968
1014
1110
107.9
951
88.0
1110,
9S3
MS
78.9
1110
875
S22
71.0
1110
ea.1
910
592
11110
713
891
50.7
1110
65.6
978
44.4
1110
62.7
8Tg
So in
117.0
975
1203
B72
975
91`5
101.5
966
1 83.6
975
08.3
812
732
975
78.5
829
6S0
975
712
817
50.5
975
65A
807
4Q8
975
5TA
ro9
dt.d
9T5
523
7/6
]6.6
9T5
493
787
1081n
822
7/1
64,0
696
68.5
771
70,7
771
613
674
St.4
771
54.3
OR
457
771
490
655
41.1
771
dd-4
647'
343
771
38.9
'632
M.4
771
35.0
6t1
25.7
771
72.4
612
1111a
75.7
730
773
661
63,1
730
65.0
T�.21.'.
730
56.3
640
47.3
730
49.9
631
42.1
730
45.0
622
37,9
77g
41.1
6U
315
730
3S6
600
7T.0
730
31.9
689
?3.7
730
19.5
581
120 in
69.9
626
61.0
669
49.9
624
612
624
44]
S52
37.5
624
39.2
544
33.3
624
35.]
537
]0.0
624
322
531
2S0
624
27.7
519
tt.d
624
24.6
509
18.7
621
22S
501
1441n
36.7
433
]6.1
400
In
433
29.4
433
25A
1 "0
1 11.7
d3]
224
385
193
433
20.0
381
17.3
433
182
376
TAG? c 440
Anchor
Capacity
substrdc
27k CaeRte
3k Cmcrele
3.5KC--
HWW CMU
Filed CMU
PT Wood
Who
ArctorTy(?E
2?IVEko
ulfracm
114'Eko
Unrdm
3/16'DSWZR
UnrdCml
V4'DeWan
UMnon.
5MG'Eko
Unrdcon
&16'Eko
Unrdm
Ur Eko
Ugr4:m
3/16'DeWaII
unman.
94'DeWal
Unracml
1/4'SSE1cD
AggrtS3aQ
5r16'Etco
UO2con
VTSSEko
ArgleGlmr
IHO Stec
Screlr(GS)
912Stee1
Sc?ea (05)
e12Sled
Scree (GS)
Obs)
Edge Obtance imp
t'
2-UT
1'
2-1rT
1'
2-Vr
1'
1 2-1/2
3-1/0'
V
2-t7
'1-
2-12
V
2-10
V
2-12'
2'
3110'
T
Qa8'
QSS
032d'
Finbeaoer4 (In)
I-W
1S4'
IWO
131C
13/4'
13/4'
I-W
i V4'
2'
1-114'
1-11r
1. 14'
1 1-V4'
1-1/4'
1.1/4'
1.1I4'
1.11C
1.1/4'
1-1/4'
T
1�6'
1-"-
cedes
/5tardd
2Afctol5 ®4.75- Ra Or-a
or 01Cop (R9. 1):390
6ef
on
300Its
450 IEB
890 lie
310IDS
f W
22D Ib5
870IM
164410s
27D VS
250 B3
354 IDS
740 Qe
23016s
3ro IDS
=IbS
580 IDS
3741le
6641bs
916 IDS
3d1 @5
50 W
4A?Ch= @ 1. W Mlrt O.C./ 5ta?dad ootOfsef) COP p1g.23
48D IDS
7(10 55
WA
NIA
3M Its
1750105
3701b5
WA
WA
WA
380 0s
N/A
WA
NIA
740109
NIA
NIA
NIA
NIA
WA
�2 m5
1720IIa
4 A.Ids ®T MIrL O.G / (2)2c5 AMje C9ps /(Rg.37
Too rzs
7801Ds
680 ins
15M 1os
GM M3
1260lbs
440 m!
1740 log
1816 ins
540 ES
E60 =
N/A
760 to
461 Its
7401M
Galilee
1160IDB
748118_
BED M;
/Stall!
682 Be
mmn�*
11211r6
4 Andras 63 QW Mtn. O.Q I UZW Wo.1m' Ala .(So.4J
N/A
WA
N/A
N/A
NfA
WA
WA
WA
WA
WA
NIA
NIA
WA
NIA
WA
N/A
WA
NIA
N/A
WA
WA
1267 tM
1 AmIn / F4;Ip (g79. 67
196 M
195105
225 ins
4450e
165lbs
315 be
110I1s
4351bs
822 ins
135 Ds
140 g5
177.fDs
370 Ms
115 us
1851Ds
1601bs
293 MS
187I15
332105
4731m
170 0a
280 �
2Amhas Q 1.15' Met O.CJ F4Sp (Flg: B)
2d01bs
390 fbs
N/A
NIA
1m Ms
630 gs!
1851Ds
WA
N/A
WA
190 Me
WA
WA
WA
3ro I09
N1A
N/A
NIA
NfA
WA
341 ffi
5601o!
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANGHOK VALUtti AS Itit S IAINUAKU L;UK
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
e I
I Is e �
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
M
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR 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 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 A00' 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 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
125' X 3.84' X .624'
MULLION
§
PRODUCT REVISED
as cocaid rile
the Florida
Building Code
NOA4M*. 20-0406.08
Expiration Date 05/2612026
By l
MlemI- ade Product Control
� 0NT L111..
i
No.587C5 •�
��0� • �STAT OF0
% :��''•F<OR.DP•.•'• ,
/'ONAL L,,
A. LYNN MILLER, P.E.
FL P.E.# 68705
Mullion Capacity Table (Ibse)
Opening Width (fortertlmgy-sparining
mullions) or Opening Height (for horizontally -sparring mullions)
s0 in
601n
70In
SO it
90 in
100 in
12D in
1401n
160n
2 R4X.25
Rectangular
L..ft
Tra"ong.
Laadiry
RL-d0ar
twdng
Trap/R+ang.
LOaang
Rectonguu
Laedrg
Topliaaig.
loading
Recangular
Loadrg
T.WrISM.
Loading
Rectmpaar
Loading
4"prill .
LDadrg
Rectangular
Loafing
Trepmian9.
Loading
Rectatgtda
Loa&g
Rt Wdang.
Loading
Redengol
Loadng
Tfeprrdona
Loadng
Rtttergtlar
Lo46ng
TraplManp.
Loodnp
Alum. Tuba
Mullion8
s
s
2
a9
��
S
a
.�
��
P
zgse
£e
�a
Al
$�
5
A�
,�
.§�
d
jP
��•
r
�c'.
j
o�-.S
6�
r
,F
6�
Al
is�
>c
A•
6�
r
i
8
6�
8
IS
r
8
€^
tip$
r
r
8
r
8
r
��
r
�,
42 in
170.0
620
170.0
435
170.0
7"
170,0
478
170.0
$68
170.0
506
170.0
992
170.0
Sig
170.0
ilia
170.0
521
170.0
1240
170.0
521
770.0
1488
170.0
521
17a0
1735
170.0
521
170.0
19M
170.0
521
48 in
IM.0
7C8
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
127E
170.0
SFl
170.0
1417
170.0
69D
170.0
1700
1".0
680
170.0
1983
170.0
680
170.0
2W
170.0
080
50.625In
170.0
747
170.0
553
170.0
8%
170.0
631
170.0
1046
170.0
684
170.0
119E
170.0
723
170.0
1345
170.0
747
tro.0
1494
170.0
756
170.0
1793
170.0
758
170.0
2092
170.0
756
170.0
2391
I)0.0
756
54n
170.0
797
1M.0
612
iro.0
958
iro.0
691
1T0.0
1118
170.0
)54
170.0
/275
1ro.0
803
170.0
1434
170.0
B37
1ro.0
1594
170.0
858
t10.0
1913
7ro.0
a81
1ro.0
2731
1ro.0
861
1ro.0
2550
170.0
%1
601n
170.0
665
170.0
701
170.0
1083
170.0
797
170.0
1240
170.0
578
170.0
1417
170.0
90
170.0
1594
170.0
M
170.0
1771
110.0
1033'
170.0
2125
170.0
1083
170.0
2479
170.0
1053
160.8
2650
170.0
1DS3
63 In
170.0
930
170.0
74S
170.0
1116
17Do
850
170.0
1302
170.0
940
170.0
1455
17MO
1015
170.0
1673
170.0
1078
170.0
1959
170.0
1122
170.0
2231
170.0
1169
166.7
2553
170.0
1171
145.9
2553
170.0
1171
661n
170.0
974
Into
769
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
155a
170.0
1038
170.0
1753
170.0
1155
170.0
I946
170.0
1210
170.0
2338
170.0
1275
151.9
2437
170.0
1288
Me
2437
170.0
1236
c
7zn
170.0
1061
170.0
eve
1ro.o
1275
no.o
logs
170.0
I480
no.o
1+2e
1ro.o
1700
tro.o
1226
tio.D.
1913
no.D
1ms
1ro.o
zlzs
nD.o
13e7
145.6
2ta4
170.0
1468
124.e
21e4
1ro.o
1529
109.2
2+e4
no.o
1530
70n
170.0
1122
170.0
937.
170.0
1340
170.0
taco
170.0
15M
170.0
1209
170.0
1794
170.0
13T2
165.1
196D
170.0
1421
148.6
1960
170.0
ISM
123.E
1960
181.e
150
106.1
1960
154.0
1535
92.9
1960
1S2,7
1531
i
van
170.0
1151
170.0
967
1110.0
1781
170.0
1116
170.0
ielt
170.0
1250
170,0
1842
170.0
1369
152.7
1881
170.0
1474
737.4
1801
163.1
1500
114.E
1861
1l7.3
f173
962
1801
139.8
1459
65.9
1661
137.E
U51
90n
170.0
1328
176.0
1IN
149.1
1396
156.0
1219
127.8
1398
136.0
1198
111.8
1393
121.3
1179
99A
1398
tIO2
1162
99.5
1398
tol.6
1147
74S
1398
69.5
1122
63.9
I=
927
1105
55.9
1399
78.9
10%
08b
147.4
1229
151.5
1098
122.9
1229
127.a
lave
105.3
1229
1112
1061
92
1229
98.9
1044
01.9
1229
89.6
HIM
73.7
1229
82.4
1016
61.4
1229
722
993
62.7
1229
65.9
an
46.1
1229
6LI
997
108 in
103.E
971
105.0
an
66.3
971
69.0
882
74.0
Ill
772
$49
61.7
971
68.4
817
57.5
971
61.8
025
51.8
071
56.5
815
43.1
971
49.0
7%
37.0
971
N.0
7�
32.4
671
10.8
771
111 n
95.4.
919
97.3
832
78.E
919
8'.9
819
6&1
919
70.8
808
59.
919
629
791
53.0
919
56.7
7M
47.7
918
61.8
774
39.7
919
N.8
750
34.1
919
40.2
742
20.3
019
37.1
732
120n
75.5
768
78.8
716
BL9
788
81.5
7D5
53.9
786
55.8
695
.47.2
T88
49.4
685
41.9
766
N.4
67v
37.7
786
40.E
666
3I.6
7%
31.g
R3
v.o
786
31.0
841
23.8
786
26A
631
1N in
43.7
54a
442
604
30A
546
37.0
4%
312
518
31.9
491
27.3
US
282
485
21.3
S46
25.3
tro
21.6
5/6
229
174
10.2
5/6.
19.6
484
15.8
618
472
455
13.7
546
15fi
Na
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(OP-) X / ANCHOE CAP., „ )
ULLION CAP„e-
=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 MUWON. fr WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Stlostrde
27k Cmerete
33 Catcrele
351(Cam.
Holm CMU
Filled CMU
PT ooeI
Metal
Anchor
Cepoelly
AfeiorTyPe
S16-EICo
Unman
114' Eko
u0rsm
316'DNVaO
Unrams
W'DeMl
UDracm+
5116'Eko
Ulbacon
316-Eko
umacon
1/4'EkD
1111=m
3MEDMa0
Ullman+
V4-CeWdt
ullmon.
ICD
or
5/1610-
Ueracon
V4'SSEICO
AgpGgor
#IDSIed
StMVIGS)
M2 Steel
SCM(G5)
012Stea
Su (G5)
Qbs)
Edge Dstatce(ny
1'
2-V2
1'
2-1f2'
7'
2-1?
1'
2-1?
3-18'
1-
2-V2
1'
2.1?
t'
2-1?
1'
2.12'3-1/6'
Y
0.43'
DLW
0.324'
Fj.tcdltlett (Inv
ITM'
1,V4'
l3fa•
134'
1-Tr
1.3f4•
I-T4•
Lind•
2•
1-114-
1-114'
1-114'
I-t/4'
1-114'
I -VT
1-114'
1.114''
1-114'
2'
13fe,
I-W
Ulm
2 AmloE ® 4.75' MIn. O.C. / Stardan/
or Oesel Cap (Fg. 182)
300IDS
3901Ds
450 IDS
69006
310 Ds
630 DS
220 ills
8ro DS
16" IDS
270 DS
MO 0s
W bS
740Ibs
2301Ds
3ro IDS
32011a
59] Dss
661 IDS
9361DS
311 IDS
442IDS
O10S
4Ancb= Q 2.68' MIA O.C. / Stabile (orOesel)Cnp (Rg, 3y
740IDS
740IDS
Gal DS
1485lbs
62D 105
125010E
430 DS
173) IDS
1424 DS
WA
560 Me
NIA
605 DS
425IDa
740 Ds
5751M
11101DS
ago IDS
WA
682 es
80 DS
11901be
6AncDas Q 1.71' Min O.C. / S1andind (or O65d)Qlp (Rg. 47
885 DS
OM
755 IDS
1946 DS
705IDS
189DIls
600 DS
25M IDS
NIA
WA
M5 DS
WA
799 DS
6M IDS
1110 Ds
6191ba
14781te
Im
NIA
WA
1022 Ds
1327IDS
16M IDS
4 Amtors 3-MIn. O.C./(2) W Angle COPS I(Rg. 5)
TSD IDS
78
680 DS
15W IDS
620IDS
126011E
44D IDS
174D IDS
1895D5
5601Rs
WA
76D IDS
460IDS
74D IDS
64016E
1160Ibs6
Sea IDS
1692 DS
682 D3
6S5 Dg
11201b0
6AMm5 ®WMn. QC/(2) 2t5 Angle Clog I(Fig. 6)
1170 IDS
11ro Ds
1020ID5
2340IDS
930IDS
189D Its
66D IDS
Z6101D5
CDs
el Ds
830 We
NIA
1140DS
69D Its
111DDS
960lbs
1740 IDSE
13M DS
28M Ds
10220E
1327 IDS
16801be
3Anch=@?1.34'MIn. O.C./UCON D4o.125•A)um.(Fg,7y
NIA
WA
NIA
NIA
NIA
NIA
WA
NIA
NIA
WA
NIA
NIA
WA
WA
WA
NIA
II/A
NIA
WA
WA
NIA
0731
6AnchmQ C64'MI&0.O,/ UClip. Into .125'Appn.(Rg. 8y
NIA
WA
NIA
NIA
NIA
N/A
WA
WA
NIA
WA
NIA
NIA
WA
MIA
IUA
NIA
WA
NIA
WA
WA
NIA
21 IDS
2Amr- Q 2.W MD3 O.GJ FCnP (R9.9y
3ro 1D5
370Its
315 DS
743IDS
W IDS
93) DS
215IDs
865 DS.
112 DS
WA
280 De
NIA
348IDS
2131ts
370 DS
2881M
555 M
4401D5
WA
311 DS
442 Ds
5W DS
3Anchpls Q 1.71•M1n. O.C1 FC6P(FI9. Icy
443IDS
525 Me
379 IDS
973 Ds
353 DS
945 Ds
303IDS
127D IDS
NIA
WA
353Its
NIA
9991t5
25310s
S551Ds
3191Ds
739Ib5
NIA
WA
511 Ra
66316s
840 DS
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARU CUP. ice'\ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Fxpiratlon Date0512612026
By v J-
MIam1-Dade Produet Control
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4:
• • • • • • • •
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR
Z,000•
//1111111 !!/
`� NLYNIV
.........
• •
• •
GENERAL INSTALLATION METHODS.
FIGURE 5:
FIGURES:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
Q, •'.� %
• •
• •
4.00T
_ * ; No. 58705 '•:
• •
• •
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
-
/mac/�,•v��,,�
•
•
LOCATIONS.
��O '• L : •�[(I�
FIGURE 7: FIGURES. FIGURES: FIGURE 10:
ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
WITH AN SG OF 0.55.
Al��bc'F
i�� .'•.s'10RIOOI`. •' N\ `
S'S • •"""' �G
• •
(FIGURES 5&6)
MUSTBEUSED
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE
ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.125"THICKSTEEL STUDS TOBEAMINIMUM GRADE 33AND.045'THICK (18
TX4•X.25'MUWON
��111 ONAL1S�
\
®
•
IN PAIRS.
GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
LER, P.E.
A. LYNN My) �E
•
THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1S-8 S.S. OR 410 S.S.
FL P.E,#
TABLE 13A
Mullion Capacity Table sate
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
/( ANCHOR CAP...,.,..,
(DP_) X `MULLIONI.AP.,,,,,,,,,�
Opening Width (for vertica%,spalr9rg
mUlion9) or Opening Hight (for horimrtally-spaltirg mu0iona)
50In
W in
701n
W in
W in
100 In
12D'nr
140 in
160 to
2XSX,25
Reetengoler
L-dn9
Trap'idang.
Loading
Montagular
Loading
TmpRrteng
Loaft
Re-tmgWn
Leadng
Tre"ang.
Leading
Roe ngdar
Leading
Traprni n9.
Loading
Reclangutar
Loading
Leadingding
Trap77darig.[17
angal
T.Wrr it.
L."
Reetengdar
Loading
Tapfniang.
Laadna
Rectangular
Loading
Traplidang
Loading
Rectangular
Loading
TmpRdmlg.
iaadirg
Alum.Tube
Mullen
2-
a
i5
z
A ..
r7 a
r
9
ti
p
X�
ci
`ra�
r
S
u
�8
z.
a ..
$
cia
fi$
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<i
��
�.^
ra.
73 a
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r
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o
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r
m w
@
y
'so-
Z•
cicggi
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i
a
5�
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E
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a
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a
tR
n
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fi o
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ci
a
z ..
8
ci
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z`
ci v
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2a
0
acaacvuucr8
a
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a.�
2.
a
s�
a
z ..
:s$
d
a
z
�i
s
r
o
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d
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sa
r_
r
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sa
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a
d¢
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s31
n
53
d`a1
=ANCHORCAP.,r,
THEANCHORUSE THIS MCAPACITYULATO BTAIN
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
62D
170.0
43s
170.0
7"
170.0
478
170.0
868
170.0
WB
170.0
092
170.0
619
170.0
1116
170D
521
1240
170.0
521
170.0
1488
170.0
521
170.0
I73S
17oa
521
170.0
1933
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
5"
170.0
GM
170.0
630
170.0
1133
170.0
e8t
17n.O
1275
170.0
an
1417
170.0
OW
170.0
1700
170.0
6eo
170.0
1933
170.0
no
170.0
22U
170.0
NO
OPENING, WHEN iT IS LOWER
50.64In
170.0
747
170.0
583
17D.0
ON
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0'
1345
170.0
747
1494
170.0
756
170.0
1793
170.0
756
170.0
2O92
170.0
758
170.0
Z391170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170.0
612
170.0
- 956
170.0
601
170.0
1118
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
1137
1594
170.0
MG
170.0
ID13
170.0
eel
17D.o
2231
170.0
881
170.0
2550
170.0
$61
(FROM THE TABU OF THE
SELECTED MULLION. IT WILL
60 in
170.0
885
170.0
701
170.0
1003
170.0
797
170.0
1240
170.0
076
170.0
1417
170.0
044
170.0.
1594
170.0
Wa
1711
170.0
1033
170.0
2125
170.0
1053
17a.0
2479
170.0
1063
170.0
2W
170.0
1083
YIELD A MINIMUM ANCHOR
63In
170.0
MO
170.0
745
170.0
1116
170.0
8%
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
te73
170.0
1078
11159
170.0
1122
170.0
2231
170.0
1169
170.0
2603
170.0
1171
170.0
2975
110.0.
1171
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
66In
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
IW2
170.0
1558
170.0
1086
170.0
1751
170.0
1155
1048
170.0
12tO
170.0
233a
170.0
1275
170.0
2727
170.0
1288
'170.0
3117
170.0
12M
ANCHOR OPTIONS FROM THE
S72N
170.0
1063
170.0
878
170.0
127s
170.0
tOW
170.0
1488
170.0
1128
170.0
17W
170.0
1228
"'..0
1913
170.0
131E
170.0
212E
170.0
1367
n0.0
2550
170.0
14ee
170.0
297E
170.0
1529
170.0
74W
170.0
153D
ANCHOR CAPACITY TABLE.
781n
170.0
1122
170.0
M7
170.0
1340
170.0
1080
170.0
1570
170.0
1209
170.0
1794
170.0
Im
170.0
2019
170.0
1421
170.0
2243
170.0
150E
170.0
2692
170.0
Ian
170.0
3140
170.0
1694
170.0
3589
170.0
1705
M
78M
170.0
1151
170.0
997
170.0
13S1
170.0
Ilia
170.0
1611
170.0
1250
170.0
1842
170.0
1369
170.0
2072
170.0
1474
170.0
2302
170.0
1564.
170.0
2763
170.0
1700
176.0
3223
170.0
1777
170.0.
3883
170.0
1798
Win
170.0
1329
170.0
11"
170.0
1594
170.0
1328
170.0
1859
170.0P
1498
170.0
2125
170.0
Ilan
170.0
2391
170.0
1793
170.0
2658
1 170.0
1 Isla
170.0
3188
170.0
212E
156.0
3413
170.0
2Z73
138E
3413
170.0
2381
98 in
170.0
14l7
170.0
1232
170.0
170D
170.0
1434.
170.0
f083
170.0
1622
170.0
ZW
170.0
1794
170.0
2550
170.0
1952
170.0
2837
170.0
209E
1 160.0
3199
170.0
2338
137.1
3199
168.E
2470
120.0
3199
15IL1
2428
108 in
1709
1594
170.0
1409
170.1)
1913
170.0
1847
170.0
2231
170.6
18M
170.0
2550
170.0
2D7e
164.E
27at
170.0
2Z71
148.3
2781
181.9
2n3
123.6
059
Z781
125.9
2234
92.7
7781
116.0
2190
111 in
170.0
t838
170.0
1454
170.0
1968
170.0
1700
170.0
2253
170.0
1932
170.0
2621
170.0
2149
151.8
2SU
162.3
2245
136.E
2832
148.4
2215
1131
7.6
2632
115.1
2126
85A
2632
1083
2W6
120 In
170.0
1771
170.0.
1S68
170.0
212E
170.0
1859
154A
2252
159.9
1ae1
135.1
2252
141.4
1964
120.1
225Z
1272
1938
108.1
2252
116.1
1915
90.1
M-..7
772
2252
88.9
1a36
07.8
2252
81.4
1808
I" In
125.1
1564'
126.8
144E
104.3
IW4
iMl
142E
BSA
1564
91.E
1401
782
I564
60.7
13W'
69.3
1564
72.3
1373
628
1514
fi57
1311
52.1
44.7
1581
492
130E
39.1
1584
44A
1 129E
ABLE 138
SOasbata:
27t Oonerate
3i Carorete
3.5t Coro.
Fel=ZMU
FlUed CMU
PT Woad
Meb1
Anchor
Capacity
An4horTypa:
3116' dco
UK-
1/4' Elco
IIONcon
3116' DeWelt
l�mcom
114, Dowell
Uftraevnl
511E Hen
Ult-
311E Men
Lot-
1/4' FJco
t baeun
wis, Daw at
Unseen+
1/4' D.Wall
Lana
IW SS Ebo
AggieGaW
5//9' FJco
Ultmeon
1/4• ES.Eico
A ggnK9atar
#108tee1
8erar (G5)
t112 Steel
Screw (GS)
#12 Steel
$crew (GS)
(Iti3)
Edge Dislence Qn7
7'
21?
I'
2.72
7'
2.1?
7'
2-1?
3118'
1'
2-10
1'
2.112•T
2-7/2'
1'
2-112'
Z'
310P
7
0.4C
0.54'
Q324-
En4feMlentOnY
1-314'
13I4'
13f4'
13'd'
1.Y4'
1�14'
-VC
"4-
2'
1.1/4'
1-IW
1.114'
1.114'
1.1/4•
1-VC
14W
1-1/4'
1-1/4'
2'
I-w
1.N8'
smte5
2 Arotam ®4.75 NIrt O.C.I SmrNaW
Cr Oleel CID (Fig. 182):
3W 15v
3W lbS
4501bt
8901as
310Ibe
630 Too
2201as
970 to.
16441bs
270 ms
2W Ibs
354 to$
7401oo
3701bs
3201bs
5W les
374 OS
6a4 as
946Ios
341 Ina
442 ms
5W ms
4 Archma® 4.687 Min. 0.111 Standard (or Onnet) CUD (Rg. 3):
7W Ibs
7801b5
WO lbs
1780 bs
62D Ma
1260 be
44016E
1740lbs
3232ins
540 Ms
5W Iba
7W Its
1480 03
T4016s
040 b5
1160 Ibs
748 mi
1272100
1892 Ds
68216e
885 bs
1120 lb.
8 AMh= 441.71' Min. O.G / Standam (or Onset) Clip (Fig.4Y
11 W Ds
14DO bs
1010 ft
2595lbs
94D Ibs
25M l s
8101bs
34101as
WA
WA
940 ft
WA
1055 Cs
480 U
84 mS
1970 %3
WA
WA
WA
13M my
1770ItS
Yt4016s
4 AMhom 0 7 Mtn O.C. / (2) WAngb Cips / pig. 57:
7W to.
7W Ica
Sao Ibs
1550 an
62D bs
1260 ft
440 bs
1740IbS
18W ft
540IbS
560 my
WA
760Ibs
74D Iba
MOM
1160 rm
748 an
80 Ib5
1S921bs
682 to,
WS M.
1120 M
8 Arohde ®S Mlrt O.C.1(2) 2a5 Argte Cips / ft. 4
1560 los
1560 P.
1360 Os
31201bs
1240 Oa
2520 Me
8W Rs
348D Ibs
3792lbs
10801bs
1120 to$
WA
15M ba
14W ba
128D bs
2320lb5
1498ms
17W IM
3T841bs
1363 too
1770 bs
22401bS
12 Anchors Q 1.S' W. O.C. / R) W Angle CIW / (Rg. 77
16801bs
21 W bs
1440 ms
3780 ms
1260 ga
3780 Ibs
1200 Ibs
51WIbs
WA
WA
13201os
WA
15W bs
20 M
11401M
2880 ft
NA
WA
N/A
2045 Qm
23M be
3360 to,
4A.h-C1.WMin. O.C./ILC11p• INo.12SAlan(Fig. 4
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NA
WA
WA
WA
WA
1430 MS
BArorom�0.84'MFS O.C. /ILCIip, Imo.ITS AImrt (Fig. 9):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
Wq
WA
TB611dc
2Arohxs ®4.08' kirt O.CJ F-Up (Fl¢ 107
3W Ibs
3W las
4501bs
eW Ibs
3tD IDs
6701be
2201bs
670 bs
161616s
27010s
7801bs
3%Ibs
7401as
Z30ID9
37a lbs
3201os
SW ms
374 ms
636 bs
8481Rs
3611bs
4421bs
5W Bs
4 Arcbare 4�1.71'LOn O.CI r-Olp (Fl911):
6W Las
7W Ibs
WSlts
1298bs
470 ias
12W ba
4051bs
17051be
WA
WA'
4701bs
WA
53316E
338Ios
7d01bs
473 cos
985 ft
NA
WA
NIA
1Iftb
685Ia5
11201as
Ur c. rvn rnC-r-i-l', Ua¢InCJ EANCHVR YAI TERN AND ANCHOR VALUES AS THE S 1ANDARD k;uP.
TABLE NOTES: .250'
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURES: FIGURE 9: FIGURE IO: FIGURE II:
• • • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000'
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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 6.000'
21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES.SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • ' • • • • CLIP 4) SUBSTRATES: CONCRETE.SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
• • • • • • • • 5 (FIGURES 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 BE6063-T5 AND SEA MINIMUM OF.125°
MUST BE
USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE). STRUCTURALSTEEL TO
• • • • • • • •
PAIRS. BE ATLEAST.125 UU °THICK ANDA38.ALLANCHORSINTOME(ALSF.LEXTENDATLEAST3SCREW
THREADS BEYOND THE MATERIAL #10 8, #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S. 7 X 6'X.25' MUWON
PRODUCT REVISED
ae oomplyln9 with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/2612026
By 0�a
Miami-Dade Product Central
��pNV L......
`
.: No.58705
%�O •�• STATE OF
T� ••' FLORID P.•••� \�:.
ZONAL
A LYIJNMILALO.E.
FL P.E.# 68705
Y fA-.11=aFl-1
Mullion Capacity Table 63At=
ANCHOR CAPACriY
ADJUSTMENT FORMULA:
(ANCHOR CAP.,a„v,
(DP-) X `MULLIONCAP.,a,�,�
Opening Width (form icallyspanrirg
mullions) or Opening Height (for hod2onla*spamhg mW ons)
501n
60 in
701n
So In
901n
100 in
1201n
140In
1601.
138" x 211"
Redallqular
L�rg
Treprl".
Leadug
Rectangular
L.oaArg
-TmprTdan9.
Lo9ain9
Rectary}da
Loa®ry
Tmprrdorg.
Loadrg
Rectangular
UedN
Ttep'freng.
L02 g
Rectwpler
Loedag
Tmp/TAan9.
L.-ft
Rectanguar
Loznfliq
TmprMarg.
Londlro
Reotanguls
I. -Unit
Tmprrdorg.
Loading
RmI
LLoadrg
mprrderg.
R•okngu12,
L-dbg
Traprrllf-Il.
Lmdl,U
x.126'Alum
TubeMuB!S�
•^
r
�•
_
r
x
r
a
r
r
r
_
r
r
r
2'
r
3•
_
r
_
�8
_
36 fiL7t
��REQUIRED"CORRESPONDING
r
-ANCHORCAP.-
THE"ANCHOR CAPACITYUSE THIS FORMULA TO BTAIN
121n
144.2
528
167.11
428
1.
516
1..
419
10all
525
13&9
414
90.1
SM
134.6
411
00.1
62S
134.1
411
721
528
134A
411
Sal
06
134.1
411
51.534A
411
4&1
Sal
134A
41748
in
96.6
403
10&0
333
80.5
403
04.7
325
69.0
403
85,4
320
6a4
403
81.4
317
$3.7
403
79.1
315
48,3
403
7&6
314
4a3
403
78A
314
34-5e
314
302
403
lag
314
EQUIREMENTFORTHE
OPENING, WHEN fi IS LOWER
THAN THEMUWONCAPACITY
SO.W51n
823
392
91.0
301
S&6
382
79.3
294
5&8
382
71.9•
289
51.5
362
97.2
2e8
4&7
3fi2
US
284
41.2
302
Me
283
34.3
382
6d.5
283
29.43.5
283
2&7
3M
6L5
283
511"
67.8
311
74A
217
5S.5
318
64.2
261
48.5
318
57.7
256
424
318
53.5
253
37.7
318
50.6
250
33.9
318
49.5
249
28.3
318
49.1
249
N2&1
240
212
318
49.1
248
(FROM THE TABLE) OF THE
SELECTED MULLION. R WILL
80 in
49.5
258
53.1
219
41.2
258
4&7
214
3&3
268
40.7
210
30.9
256
372
207
27.5
258
34.9
2D4
24.7
258
33.4
2M
20.6
25a
32.2
201
17.722
201
1&5
258
322
201
YIELD A MINIMUM ANCHOR
64 in
427
234
45.6
200
35.6
234
39.1
195
XLS
234
34.7
192
2&7
234
31.6
189
23.7
234
29.4
106
21.4
234
2110
154
17.8
234
26.6
183
15.3&5
183
13.A
234
20.5
183
.CAPACITY WHICH MAYBE
asIn
37.2
213
39A
183
31.0
213
33.7
179
28.5
213
29.8
178
2d2
213
27.0
173
20.6
213
25.1
170
18.6
213
23.7
169
15.6
213
22.2
167
13.320
160
11.5
213
270
160
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
72 In
2&6
179
30.1
155
23.9
176
25.6
152
2(X4
179
22.5
149
17.9
179
20.3
147
15.9
179
1&7
145
1
ANCHOR CAPACITY TABLE
781n
24.3
161
25.4
140
20.3
167
21.8
137
17,4
181
19.0
134.
7&2
181
17.0
133
Te In
225
152
233
133'
111.8
j 152
19.9
131
1&7
1 152
17.5
128
Subatmte:
27k C=mle -
3k GonaNe
13.5k Cmc.
1 H.151W CMU
I Filled CarU
PT WoodI
Metal
Anchor
Capacity
AmtgrType:
3116'Emo
Ulm1.
114" Ico
Ulb.em
3116'DeWa11
0tme.rl•
IW DeWea
UOmeon.
SIt9' El.
Ultm4efl
3119-Elco
Utmeon
1W O.
Uaracen
Wit'DeW.II
Utraeam
1".m"elt
Ultracom
1/S S9 E1-.1.E-
AgpraGely
Ultmeml
1M'SS EIco
AgpeGatW
Y/OSte11
Senw (G5)
Y12 Steel
3uma (GS)
912 Sfeel
Setew (115)
(Ibs)
Edge patent. My
1"
2-1?
1`
2.12'
1`
2.117
T
I 2.1/2`
1 3-170'
1`
1 2-1?
1 1'
1 2-Irr
I /'
I 2-Irr
I 1'
1 2-lrr
I 7
I LIE
7
0.48`
0.54`
0.324'
Embedment fn7
iJl4'
131P
1.3/4'
1J14'
13/4'
1JI4'
I -WC
1.Y4'
2'
1-.1/4'
1-1/4'
1.1/4'
1.114•
1.1/4'
1. M-
1.11T
1.1/4"
1.1/4'
1.",
Y
13�a'
1JIS'
%wea
4 Anollam ® 3' a78t.O.C. / (2) 2t5 Angle Cun / (Fig. 1),
7802.
7801tn
680 an
1590 ma
820 ms
12601W
410159
1740 ma
18981ba
510161
560 me
WA
T60Ibs
480 ars
7/0 es
B401bs
1160 Ns
74B I0.
a60IM
788215a
6a21Rs
SSS @a
112010a
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1:
3) MULLION AND MULLION CUPS SHOWN ARE NOTTO 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 CUP MUST BE USED IN PAIR& 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 BE6063-TS 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.125' 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, I" S.S. OR 410 S.S.
PRODUCT REVISED
as eomplying With the Florida
Building aCode
.-No. 20-0406.08
Expiration Date 0512612026
By L�-
Miemi-0ade Produet Control
• L,10EN,SF'••��� i
No.58705 •P
=-)3 z0 Qf
%�+(�•• A OF • w
��''siS��NAL1 so
�,o
A. LYNN MILLER, P.E.
FL P.E.# 58705
TARLF 15A
Mullion Capacity Table (Ibse)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
Opening Width (fon kcal Sparvtingmulliore)orOpeningHaight(forhorimorda*spar7irgmullions)
3.26' 30
So in
601.
70 in
so In
90In
lo01n
1201n
140in
160 in
r( ANCHOR CAP.,e,,,,,
(� )X`MUWONCAP.-,-
Rectm�gLar
Loadtq
7teplTdelg.
Loedto
Raetan0lter
Lowing
TrapRM1ettg.
Laedng
Rectmlgul4r
Lowing
Tr�lTdang•
laedim
Reetangda
Loadn9
Trapll5eng.
Loed-9
ReclalgNr
Loaft
4ayT4ang.
Loafing
ReclanWar
Loadng
TmpRrbrq.
Loat&9
Rectanpua
Lcedtp
TreprToatg.
toadn0
Rtttangder
Loadog
72pRAanq
L.&M
Reotenguler
Loedn9
Trapri8arlg.
Lnadng
DEG.AL
BAY MULL
p
a
K
8
6-
g
p
A
�,
a
a
3
15
6
f 6
r
TLS
3 `
a
S
8
6
F S
r
$8
a e`
e3$
d¢
a
>i
3
5
g
a
3�
c9
I
3r
R
rY
6
g-
a
.�
a E
a
$
3
5 g
f f
p
S�.
6 �
4g
d
x
IL
a
6
f
r
�,
u o
gy` •e�E
d@
B
a
6
g
r
SS
ci !
d�
n•
v
g
t3
6
g
a
3�,
cS
e
x
U
t� _
6
s
a
z .-.
S�
ci
a
a..
R
o`
6_
g�
g�
c�
Is
�•
$
ti
6
E
a
•a ..
B�
S $
a't
a
a
3
ti _
�
r_
8�
S E
d c
r
(�
3
5
f
r
z .-.
g�
3 $
a
ay
r
•a
g
3
6 iy
f g
_
o E
a�
A
1i
6)�
a�
_
to $
$
a
6
�'
�•
a .-
c�
a
d
2>
v
�
6 L•
2
a
v ..
A
c�
rc
-ANCHOR CAP
USE THIS FORMULATO OBTAIN
THE'ANCHOR CAPACITY
TREQUIREIr O AN ACTUAL PRESSURE
REQUIREMENT FOR THE
42In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
W6
170.0
M
170.0
519
170A
111E
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
170,0
1735
170.0
621
140.1
1740
170.0
521
481n
170.0
708
170.0
524
170.0
850
17&0
584
170.0
GM
170.0
630.
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
1522
IS=
170.0
SOO
130.6
1522
170.0
680
114.2
1522
17Oe
680
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
170.0
W3
170.0
8%
17&0
631
170.0
1046
17&0
684
170.0
1195
170.0
723
170.0,
1345
t70.0
747-
164,2
1443
1".0
756
IW.9
1443
170.0
758
117.3
1443
170.0
768
102.6
1443
170.0
756
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
54 in
170.0
797
170.0
612
170.0
9S8
17a0
691
170.0
111E
170.0
754
'170.0
1275
170.0
Boa
160.4
1353
170.0
837
144.3
US3
170.0
858
120.3
1353
170.0
861
103.1
135b.
170.0
881
902
1353
170.0
561
SELECTED MULLION. IT WILL
601n
170.0
885
170.0
701
t70.0
1063
170.0
797
167.0
1218
170.0
878
148.1
1216
170.0
944
129.9
1218
159.5
eM
118.0
1218
1521
924
97.4
1216
146.1
913
83.5
1218
148.1
913
73.1
1216
MI
913
YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAYBE
53 in
170.0
930
170.0
745
170.0
1116
170.0
SW
1502
1150
16&8
933
131.4
1150
153.0
914
118.0
1160
141.9
898
105A
1160
1342
885
67.6
1130
12&7
871
7&1
1150
1282
870
65.7
1150
1252
870
USED TO QUALIFY ADDITIONAL
68 in
170.0
974
170.0
789
1524
tab
16&8
881
130.6
1048
146.E
084
114.3
104E
133A
550
101.6
1048
123.4
839
01.4
1046
116.6
830
76.2
1048
109.4
821
65.3
1048
1082
810
57.1
1048
1092
818
ANCHOR OPTIONS FROM THE
c
721n
140.5
060
t47.9
764
117.4
880
120.0
748
100.6
ON
110.8
734
0&0
860
100.0
722
782
800
920
712
70.4
860
862
703
58.7
880
792
693
50.3
800
76.5
W8
44.0
eao
76.4
me
ANCHOR CAPACITYTABLE
76 in
119.7
790
125.1
680
99.8
790
106.4
676
85.5
790
93.3
BB3
74.0
790
83.8
652
86.5
790
76.9-
643
50.9
790
71.7
WS
49.9
790
65.1
624
42.8
790
621
619
37.4
790
61.5
S17
78 In
110.8
750
1155
657
S23
750
9&1
044
70.1
750
85.9
632
69.2
750
77.1
621
61:5
750
70.6
612
55.4
750
657
605
46.2
750
59.4
594
39.6
750
$6.2
588
34.6
750
55.5
SB
901n
72.1
50
74.4
500
60.1
583
ate
491
51.5
563
54.0
483
45.1
50
4a.9
475
40.1
SM
44A
468
30.1
563
40.9
4B2
30.0
50
352
452
2&8
50
33.3
44S
22.5
M3
31.6
442
961n
39.4
496
61.1
443
49.5
495
51S
435
42.4
495
44.a
427
3m
495
39.9
421
33.0
495
39.1
415
29.7
495
332
409
24.5
495
29.1
400
212
495
26.6
394
18.6
495
25.0
390
its In
41.7
391
42.8
353
34.8
391
359
3411
29.8
391
31.1
342
20A
391
27.6
337
232
391
24.9
333
20.9
391
228
328
17.4
391
19.7
321
14.9
391
17.B
315
III in
30.4
370
392
335
32.0,
370
33.0
330
27.5
370
28.6
325
24.0
370
25.3
320
21.4
370
22.8
316
19.2
3M
20.8
312
i&0
370
18.1
305
12MO In
30.4
317
30.9
2119
25.3
317
20.0
284
21.7
317
22.5
280
19.0
317
19.9
2T0
16.9
311
17.9
27J
14417
17.8
1 220
17.8
203
substrate'
77k Concrete
3k conewe
35k Co..
Fn-CMU
Rkwc4U
PT Woes
Meial
Anchor
Capacity
AncbuType:
3119' Eleo
f ft-
1w Eleo
III -
3r16' OMea
Uitm -
114' DBV M
UDmcona
N16' Boo
Ulmcen
3116' Eleo
Utraoon
114' Ek:o
Ua.-
3116• NMI
Utmconl
1I4• At
Ubecom
IW SS Etc.
Ag"G*w
5I19• Beo
LAI-
V4• SS 6eo
AggmGebr
c10 steel
ScmwM
012 Steal
Sci-(G5)
012 SIee1
Sc-(G5)
(Ibs)
Edge 1)(Matxe 0ntff1*24r-r
1•2-t/T
1'2-1rz
1•2-1?
3.1/8•
1'
t2
3tB
2
04E
064
0.324'
Embedntld ft
1314•
14W
1-W
1-3W
1314•
I-YV
2•2A.r-
Q S'Mo. O.C. /(A
AS Angle pips1(F.g. 1
450 ms
890IOs
3101bs
63010E
2201ts
8701ts
1T00Ibs
2701ea26016s
3571bs
7401b4
Anchors Q 3S' Mkt. O.C. I(2) 2c5Angle pips I(FlO-
79010s
76rOms
EA Ibs
1260 On
440IRti
17401bs
2525 ms6
Anctom a 2.71' Mh O.C.f 215 Angte pips / (Fig.
958Im
2246Ihs
83010s
i8W IDs
6481bs
2598Ibs
2254 10s
WA
B4010B
WA
10591bs
648I0s
1710 0s
879Its
167E os
WA
1320Ida
WA
1022 Ds
132710a
1®0 ms
FIGURE 1:
FIGURE 2:
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 SHEET25 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. HOLLOWAND 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 606345 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.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 1S-6 S.S. OR410 S.S.
30• BAY
MULLION
PRODUCT REVISED
as compw= with the Florida
Bullding Code
NOA-No. 20-0406.08
Expiration Date 05/2612026
By
Mlaml-Dade Product Control
,11u111rrr,
ANY LYNIII�'�%,
i
C1't .•'• 1•ICENSF •''/�C�
* : No. 58705
�b
� O;kN' Tq OF
CSS,:c�ORID
'.,, ONAL 1\�
A. LYNNr MILLL P.E.
FL P.E.# 58705
50In
3.2r 45M2�
DEG. ALIAYMULL
5
In
in IaO
In IIn
t001n I
120 tt 1
140In
RaltitlpWar
Lmdag
Twill ni.
Lowing
Rect•pd•
Lakdi m
Tte IMSM•
lAffiry
FWWOa
Loaf
Tmolitm9,
Lowing
Ralwlgufar
Laadmg
14WId•m.
1.01,111
Reotapdv
Lowing
TWI111um•
Londng
Rnhiroita
lawdum
TwIllug). I
toadng
mdeold-0
Ratmer
Losdrm
Tr
Lmdrm
Rah
let
4
r�
-11
faI
r
R!
r
x
g�I
r
r_
ICI
�
_
��
r
_
�
r
��
r
���
_
��
r
r
��19
r
0'e
ffl
III
oil
laoin
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
FD :,)X (ANCHORCAP.__N
`MULLION CAP_//
=ANCHOR CAP.—
USE THIS FORMULATOOBTAIN
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 MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Stltbl
27k Cerxeta
3ko—"Ie
35k Caro:
HWuw CMU
Feted CNU
PT Weed
Metal
Anchor
Capacfly
AnctvxType.
3HE Eke
ur—
t/f Eko
Ultraeon
311E DaWen
Uareeam
lw morel
tk.a
511a' Elea
Um—
&1E 11"
Utra-
1W E1co
Unaeon
311E DeWat
M."Uo
1/f DaW"I
.
1/f SS Mm
Aggr&G o
511E Eko
Ukacon
1/f SS Etco
Aoc.Gebr
fH0 Steel
Scma•CGS)
e12Sted
Scm eGS)
612 Steel
Somw(G5)
(Iha)
Edge Dstmce onk
1'
2 W
1
2-1/7
T
2.1/7
T
2.12'
3.11ir
1'
2-1/7
1•
2-117
1•
2.1R
1'
2-VZ
7
3-116'
7
0AW
0.5f
0.324•
EmeedIeud 071
1-
1-W
1.3w
1.Nf
1J'f
1AIf
ldif
IJtf
7
1-Vf
1-1/f
1.1/f
141C
1-Uf
1•t/f
1.1M'
1•W
1-Uf
1-1/f
7
1�B'
1a18'
wla
2Arorora ®5' Min O.G / (2)2rs
Ariya am / (Fig. 1k
390IM
390115
450 ms
Bm me
310 M3
53o Ea
220 as
aro M3
limits itt
2ro Iro
Za0109
334IDe
T40 ar
230 F.
370 ma
3201ee
6®Ita
374161
I 720Ice
man
311 M
4421tti
5o0lca
4 Anrlme C 35• Mtn O.C.1(2) 2.5 Anpe Clps l (ft 4MO
IM
7aD lte
7m Iro
1670IM
t12I1 fm
1250Ifx
4401ts
1740 M
252s Me
S/OIDe
SaOIro
WA
1120 Ra
460Ins
74o ID9
84o ID9
tIfi01W
748 mti
am tta
18M ft
M 0a
ties ma
1/20 tte
6 Arclaro ® 271• Min. O.Q 1(2) W Almta Clips I (Fig. 3):1120
am
1110 M
958IDw
224BM
Im ms
lem M
"a its
2m tes
12541Ds
WA
I 61010s
WA
105g Ins
6e61te
WA -I
13M as
-WA
Iona.
132r 161
16a0 Ee
FIGURE 1:
FIGURE2:
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 SHEET25 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 TOACI301 SPkCIFICATIONS. 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 606345AND BE AMINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 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 S #12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR 410 S.S.
PRODUCT REVISED
as aompiyIng with the Florida
Building ad'
NOA-No. 20-0406.06
Expiration Dab 0512612026
Mroduct Cootro
LYN�V,�;''.
No. 58705
y/��0 '
I f ONAL eN.�`
A. ONNIMILLtA, P.E.
FL P.E.# 58705
-i 1.OD0' r-
.125'
2.ODO"
.125
f
1'X 2"X.125'MUWON
6053-T6 ALUM.
XSECTION
-i
.125'
2.000"
L 3T75"
I
V X 2' X :375 MULLION
6063.T8 AM.
XSECWTION
�{ )--125"
STANDARD CUP
2.ODD*
I
606376 ALUM.
XSECTIBN
-125
q
3.125 CUT HERE TO
.375' _ CREATE FCUP. SEE
MIN. DETAILF.SHEET4
.375
MIN.
r--------
r-------I
[I I I
I
I I
A
L- STANDARD CLIP
6063TSALUM.
ZENTER OF ANCHOR HOLE MUST UE TppVIEw
ffHIN THE DASHED BOUNDARY. SEE
SHEETS 5.17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER+ 1116'.
.375
.375' I MIN.
MIN.
t-----------�
I I I
I i I I I
I I I
I I I I
i
--� 1.000" f•-
125"
2.750"
•-3-7�•5'
I
1' X 27S X .375` MULLION
6063-T6 ALUM.
XSECTION
I
2.12W
U-CUP
I 6063TS ALUM.
XSECTION
125"-T I �
.740" F--
i I
.330" MIN.
A I U-CLIP
6063-TB ALUM.
TOPVIEW
Z
NTEROF ANCHOR
LE MUST UETHIN THE DASHED
BOUNDARY. SEE
SHEETS 5,17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1M6'.
TABLE B
V X 2.75" X .650' MULLON
6083TO ALUM.
XSECTION
}I--1 1--.125-
2X5 ANGLE CUP
6063-TS ALUM.
2, 00 XSECTION
.125
I �5.W0
I .375" MIN.
-----------------
2X6 ANGLE CLIP
6W3•T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.16 FOR THE
ANCHOR O.C: DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER ANCHOR DIAMETER+ 11161.
Mull Dimension (sheet i8
PGT Pan#
Mullion
Sid. Clip
Offset Clip
U-Clip
Angle Clip
V X2" X1125-(5)
66605
666113M
666111BM
666243M
666511M
1" X2" X.375' (6)
666006
668114M
6MIJ19M
666244M
666512M
1" X2.75' X.375' (7)
66607
666115M
6661120M
666245M
666513M
1" X 275" X.650' (6)
666M
666116M
6661121 M
666246M
666514M
1" X3.125' X.500" (9)
6607M
6WI116M
6661114M
666242M
666515M
1.25" X3.188" X.266'(12)1
66641
1 6661117M
I 6661113M
I 666241M
668516M
1.2WX2.11-X.126'(1B)
1 69370
1 WA
I WA
I WA
666517M
OFFSET CUP NOTES
6063-T6 ALUM.
TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9, 12 & 10 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
r-1.266"-.1
1 .125'
2.116"
t
.125"
.900" T
1.20" X 2.11' X .125" MULLION
8063-T6 ALUM.
XSECTION
TABLE A
Dimension
Value On)
For Mullion:
A
1" X2' X.125'
Aiumtnum
Tube Mullion
B
C
D
P2404
A
1"X2'X.376'
Alum num
Tube Mullion.
B
C
0.490
1.875
V X 275" X
375 Aluminum0757 'Ibbe Mullion1.118
3000
MB
1.312
1" X2.75" X
.65V
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.000
1"X3A25'X
.500' Alum
Tube Mull
B
2.637
C
0.863
D
1A37
A
2.625
1.25' X3.188"
X.285' Alum
Tube Mull
B
3.262
C
0.862
D
1.762
A
1.813
1.26' X2.11"
.121" Alum
Tube MWI
C3
T
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No: 20-0406.08
F.xpiratlon Date 05/2612026
By 71- .
Miami -Dade Product Control
`�.,\rp ...... NAJ,��'
` �Cl.•.•. VtCENSF''•�C� ��
. { No.58705 •13
Q STATE OF (V
i �S ••.R(ORIDP.. Z
A. LyhouIL6Eyl, P.E.
FL P.E.# 68705
1.26'X325"X.100' 1.25'X 3.25* X.624'
MULLION MULLION
6005-T5 ALUM. 6005•T5 ALUM.
XSECTION XSECTION
I r
I
.125
125"-
30'
3.25V45" BAY MULUO
30' BAY MUWON 60B3-T6ALUM.
6063-T6 ALUM. 1 XSECTION
XSECTION.228'j
d
1e( q
�.125
.125' STANDARD CLIPSIIIr
2.000' 6063-T6ALUM. I „ U-Cup2.00D" 2X5 ANGLE CLIP ®�
XSECTION I 16063.TSALUM. I fi06SE ALUM.
-11I L XCnoN 125
.125 XSECnON
N
Z
' X.37S
5.50D' ^{
"r-MUON
W
CUTHERETO
6053•TB AL
063
.375"
3.12E j CREATE FLOP, SEE •375'
-
XSECTION
MIN
I DETAIL F. SHEET
--_-_--_S-_TA-_N-_D_-A_
2875'
t.[--!TI
F
a0'
r
R�JDIIIII1II1II
CLIP
CENTER OF ANCHOR, HOLE MUST LIE 60ITOT6��M•
--1 .820' F-
WITHIN THE DASHED BOUNDARY. SEE
1.25' X 3.94' X.624'
SHEETS 10.17 FOR THE ANCHOR O.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
6005-T5 ALUM.
�DIAMETERANCHOR
DIAMETER + 1116".
XSECTION
T
•226" I--.981"-I
.375
MIN.
I I
1 1
1 I
2.250"
I I
I I
50" I I 1
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10,11. 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
CENTER OFANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+1116'.
MIN.
.375"
CENTER OF
r_________ ___________�
.371
ANCHOR HOLE
I I
MIP
I
MUST LIE WITHIN
THE DASHED
I
BOUNDARY. SEE
I I
F
SHEETS110.17
I I
FOR THE F
j--------j
rt
ANCHORO.C.
I I
DISTANCE
I I
MAXIMUM
ANCHOR HOLE
I I
DIAMETER:
ANCHOR
L_____________________�
DIAMETER+1l16".
375"
I
I
I
I I
\ I
/ I
I
I
OFFSETCLIP
6063•T6 ALUM.
TOPMEW
U-CUP
6063-T6ALUM.
TOPVIEW
TART P f!
Value (In)
For Mullion:
3. 7
1'X4-X
Low
.126'
Aluminum3000
2.680
P
Tube Mullion
3.187
1" x4' X0.757
.375'
Aluminum
7430
I
3.000
Tube & "r
F
22W
12SX325'
G
0.750
X.100'
Aluminum
H
,.500
1
3.250
Tube MulEon
TART F C CENJT
Dimension
Value On)
I For Mullion:
f
G
la938
0.500
1.25' X3.25
X.624"
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
2-625
1.125
12SX&W
X.624"
Aluminum
Tube Mullion
H
1
1.500
3.250
F
2813
130' B Muff
F
2875
4S Ba Mull
2X5 ANGLE CLIP
6083-T8 ALUM.
TOPVIEW
Mull Olmend a
(sheet#)
PGTPadIP
Mullion
Std. Clip
Offset Clip
U-Clip
Angle CUP
1'X4" XA2S (10)
6 "
666111M
6661122M
-666241M
66fi515M
1"X4'X.375'(11)
65810
M112M
6581123M
656242M
666519M
1' x4'X.37S r (11)
1.25 X 32S X.100" (13)
1.25"X3.25'X.624'(14)
66853
2016 1220312
20161/20315
666112M
6661127M
6661128M
MOI123M
6661124M
6561125M'
666242M
6662410M
6682411M
666519M
6665115M
6565116M
1.25 X3.94' X.624' (15)
20162
6661117M
W61126M
656241M
666517M
30 Degree (19)
66649
WA
I WA
WA
660110M
45 Degme (20)
1 66650
WA
WA
WA
6665111M
PRODUCT REVISED
as eomphrin .wHh the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By !/
Miami -Cede Product Control
N0.58705
c�=�30� •. Sirz
TATE OF 44)
AL E ♦♦
A. LYTNN16ilILLER, P.E.
FL P.E.# 58705
TABLE E
r�6 S. 1u" ,�• �„�lieOX
Z
DARD CLIP I -CLIPL
346AUM.!Lam
6083•TBALUM.3-TB ALUM.NOTES 2125' I XSECTION y000"SECTION
1N1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 5• .125' 125• 4DIMENSIONALRESTRICTIONS GIVEN ON THIS SHEET'L W .SN2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE I--1 490"--I OHOLE LOCATIONS. "3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
5.500" - to
CUTHERETO
3.500^ REAM F-CUP, 5.600" o
375" W O2'�•.375" C 1 _SEE DETAIL F,MIN. r SHETT4 MIN. .375' MIN. F ZO m (wW Z
r-------- --------------- -- j Z Q
------------
--------- 1 Z W$2U tO4.00V ZI QI F-2'Xa•X2S 3.438° rY + 3.438' rt i-------'ZMULLION 3AW I I Q Z6083T6 ALUM. Q "000XSECTION I 375• ZI' ------ -i ---------J-- --LL----�MIN. O
J W to
STANDARD CL� U ❑ QU-CUP, 6063-TB ALUM. 260 ANGLE CUPZCENTEROFANCHOR HOLE MUST UE 6083•TB ALUM. CENTER OF ANCHOR HOLE MLLST UE 6063-T6 ALUM a Z 0) co.250" WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW SEDFORYTD VUtoN.SHEETIB EVVWITHIN THE DASHED BOUNDARY. SEE TOFVIEW S 60
SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 18-17 FOR THE ANCHOR O.C. 0_'DISTANCE MAXIMUM ANCHOR HOLE WITHIN HE ANCHOR HOLE MUST UE DISTANCE 117 FOR T ANCHOR HOLE 1
DIAMETER: ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER+1l18'.
SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED
5.500"� DISTANCE MAXIMUM ANCHOR HOLE aseomplyyi1ngg with tho Florida
CUTHERETO DIAMETER:ANCHOR DAMETER+1/16'. SO00gulldingCotfeCREATE F•CUP,•375• 'S D^ .375•NOA-No. 20-0408.08
SEE DETAIL F,MIN. r-SHEET4 MIN• rt MIN.Expiration Date0512612026
______ _______� .375 g O_ }1--_---� MIamF-Dodo Product Contro
I.250• 6.00o• E - ;— - —� - - — 4.688•.� +5.438" F +--------5.438° 5.436° A 111111 z x s•x z5L.....MULLION6063-TS ALUM.XSECTION I 11 11 No.58705
.375 ---------J,MIN. --OZ
-------�L------------
LYTE F.25a' STANDARD CUP U-CUP 2X5ANGLECUP �C•�'t ORID6063-TBALUM. s0e3•TBALUM6os3-T6ALUM•�ONALTOP VIEW USED FOR 2• X 8• MULLION. SHEET 17 TOPMEW /raPVIEw a 'fF 41tlAl IL �tP.E.
FL P.E.# 58705
Mull Dimension PGT Part
#(sheetsMullion
Std.Clip
NJ;Iip
Angle Cllp2°
X4'X.25°(16)
66802688281M688271M8882'
X6' X.25(17)
68604
686262M
668272M
688
EXAMPLE
1: SINGLE VERTICAL
MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-19". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF.
1) INITIALLY ASSUMING THATA VWIDE MULLION IS SUMABLETHE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 3Y+32+1'-65". REFERENCING SHEEf25, THE COLUMN USING
C
�0�8
E
NO ANCHORS
---
IN HEAD,
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24W AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01.60.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE, USETHE NEXT LARGER SIZEAVAILABLE
�s
SEE
FROM TABLE 3A. SHEET 7, THE 1" X 2.75' X MULLION (LENGTH = 72, OPENING WIDTH = 70-) MEETS THE DEPTH REQUIRED; HOWEVER THE DESIGN PRESSURE IS +h5412 PSF AND WOULD
s
` g
FENESTRATION
PRODUCTS
.375"
NOT BE SUITABLE FOR THIS APPLICATION.p
MPROVAL
MID
FROM TABLE 4A SHEET 8, THE 1"X 2.75- X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
a
7Y
OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHE ANCHOR CAPACITY REQUIRED OF 636 LBS. "
MULUON
4
LEN(iTFT
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5
'
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL
z
I
�/
DETAILS
3) VERIFY THE DESIGN. PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION.PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
-T
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
:3
IN THIS, EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF S36 LBS. ALTERNATIVELY,
WO]
I~ NO ANCHORS
UJ WINDOW SILL
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
DO
(60 PSF) X (6 Lam) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
uLL VNDTH
OPEN03G
72.7 PSF
Z_
WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES A
DESIGN PRESSURE OF-50.0155.0 PSF.
J
1) INITIALLY ASSUMING THAT A I" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+7Z'+1t105' AND THE OPENING WIDTH IS 36"+36"+1"=73. REFERENCING SHEET 25,
Q Z �3 Z&
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-31W AND WILL
to j a O
OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.OPSF. IFTHETABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.to
UJ o
EXAMPLE 2: MULTIPLE MULLIONSMEET
LLI Q-
SEE DETAILS,
FROM TABLE 3A, SHEET 7, THE 1' X 275' X .375" MULLION (LENGTH =108", OPENING WIDTH = 801 MEETS THE OEM REQUIRED, HOWEVER THE DESIGN PRESSURE LS+/-mi PSF
MULLWIDTH _ SHEETS 2-3 I I_
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
U
-
FROM TABLE 12A, SHEET 16, THE 2" X 4' X 250• MULLION (LENGTH -108', OPENING WIDTH - 8" HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
Q
d Z y y
FOR THE OPENING AND. MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
m `^
. SEE SEE
3Y FENESTRATION DETAILS,
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'+2'=74', NOT 73' AS PREVIOUSLY
o-�-�
PRODUCT'S SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
PRODUCT REVISED
APPROVAL 2•+
THE 73"DIMENSION (35-iQ"+35.10+2"=73-).
an complying with the Florida
AND CLIP TYPE REQUIRED.FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY A
ding
NOAlNoCode
DA o. 20 0406"OB
VERTICAL �
CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
-
MUWON —SEE SEE
USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1Q" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
Expiration Data 05126/2026
LENGTH -
DETAILS, DETAIL E.
OPENING SHEETS 2-4 SHEET3
THEREFORE SUITABLE, FOR THE. REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
By
MIam1Dade Product Control
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250" MULLION, IN THIS. EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
H OR2
MULLION 7Y
MULLION TYPE COULD EE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2"=10T. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2' X 4'X .250' 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 APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
SHEETS
WIDE. IF THE MULLION CLIP WERE TO. BE CENTERED WITHIN THE S•, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH
2-3
(4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LEIS WHICH M GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
L 1 I I ! !
ANCHOR CAPACITY OF 521 LBS.
��
()NY LY..jv ,
W. HORZ �� 3et HOR¢�
4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE I2B FOR THE U-CUP SHOWS THE ANCHOR
SE'•����i
u
Ilh`--MuLENGTH MULLHC=
CAPACITYIS 1074 LBS WHEN USING ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
— OPENING WIDTH FOR VERTICAL MULL
ANCHORTYPE IS A#12 STEEL SCREW.
_�y��•'•�10EN
NO.58705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1.64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU;
- •O l/I _ �`
'•, '��yy/"-Z O—
+/.170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
: n'•, ATE OF lV�:
THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
�`S'-. F<ORIDh-. •'G?�
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. F1AL DESIGN PRESSURE REQUIRES THAT THE BOTH,THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A LI�f�M MILLt"I�, RE
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 58705
EXAMPLES
poll's.,
10010
t
PA'�
%�l1 !
- -�_-
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICALMULLION
ED
R
EXAMPLES OF TRAPEZOIDALJIRIANGULAR LOADING:
%11
� a
SGD
LOADING OF HORIZONTAL MULL[(
PW / PIN
LOADING OF (2) HORIZONTAL MULLIONS
I
I
I PW
I
I
I
1
I
1
1
PW 1
PW �
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
I
I
I
I
I
LOADING OF VERTICAL
MULLION
HINGE
..._.
LOADING OF HORIZONTAL MULLION
�I
:
it
I
I /'Ij%
di�l
0 I
�I
III/
LOADING OF VERTICAL MULLION
P
W y N Z m
L] co in
Z O O
o
SHIDH14�
H � �
�j PRODUCT REVISED
aatomplying with the Florida
/ Building Lode
NOA-No. 20•0406.08
Expiration Date 0512612026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
By
Miami -Dade Product Control
1).DRAWINGS ARE
RERESENTATIONS OFTYPICAL
PW CONFIGURATIONS.
" CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
��Y LMN
BE DETERMINED. . USE
_ PV11 RECTANGULAR LOADING.
�� �,0,,....,, 4f
a�; • LtCENgF•'•���'i
3) SEE PRODUCTS? APPROVAL FOR
No. 58705
ACTUAL ANCHOR LOCATIONS.
-
WAO
F
FS' ."LORION
LOADING OF, HORIZONTAL
lS.E.
A. jY4 WKE
A LFL
MULLION
87
FL P.E.>g.58705