HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionMLA.MI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
BOPARTMENT OF ARD AND CODE ADMINISTRATIRY ON DIVISION D VIS ONNIIC RESOURCES (RER) ®�"®��a®�1�ia75-2474
�L386) 315-25 9
NOTICE OF ACCEPTANCE (NOA) CODE C��r��"�Qaa M•� conomy
PGT Industries, Inc. ST. LUCIE COUNTY
1070 Technology Drive
North Venice, FL 34275 BOCC
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami- co
Product Control Section to be used in Miami Dade County and other areas where allowtlwty
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 requiroments of the applicable uilding code.
This product is appr as described herein, and has been design the da Building
Code, includi a High Velocity Hurricane Zone.
DESC ION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPRO DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum T Mullions",
sheets 1 through 25 o manufacturer, dated 08/29/ ' 'on dated 06/26/2020,
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# 17-0630.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E. \
NOA No. 20-0406.03
Expiration Date: May 26, 2026
08/20/2020 Approval Date: August 20, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6` Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20,2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS .
1. Drawing No. 6300JR, titled "Impact -Resistant 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 verification calculations and structural analysis, complying with FBC 6"
Edition (2017) and with FBC 71 Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-61h Edition (2017) and FBC-71h Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
11/09/17 and expiring on 05/26/21.
G�
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE[ —OPENING WIDTH FOR VERTICAL MULL
MULLIONS / -� SEE DETAILS
A-O,G,H:
SHEETS 2-4
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 PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTOBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBEDINSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED O THE MULUON CUPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CUP.
SHAPE
SEE DETAILS
I/
\
ATHRUG:
/_
I \
SHEETS 2-4
I
SEE ILS
\ ATHRU ;
SHEETS
\
2-0
OPENING
VERT.
MULL
HEIGHT
FOR
LENGTH
HORIZONTAL
SEE DETAIL E, MULL
SHEET3
FENESTRATION
PRODUCTS MAY
BE OFANY TYPE.
LZ
MUST BE
1IP-y
MANUFACTURED
BY CG1.
MULL
'1 LENGTH r
OPENING
HEIGHT
\ /SEE DETAILS
HORIZONTAL LA4),G.H;
MULL SHEETS 2-4
LENGTH HORIZONTAL
MULL
LENGTH
WP A�MUFIGURANS:
F—OPENING VAOTH—i f—HORIL MULL LENGTH—(
I '-� I
SINGLE MULLION
ILL d N
GTH
L Y /
\ SINGLEMULUON
SEE CORRESPONDING I
FROM FIGURE 1 ABOVE.
CODES / STANDARDS USEI
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP O 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, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON+ NONS.
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
.CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI
FENESTRATION PRODUCTS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION 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 "iRUWGULARn-RAPEZOIDAL".
GENERAL NOTES ........................... 1
INSTRUCTIONS ............................... 1
ELEVATIONS.: ................................ I
MULL TO 2X WOOD ........................ 2
MULL TO 1X & MASONRY .............. 2
INSTALLATION NOTES ................... 2
MULL TO MASONRY .............._.._._ 3
MULL TO STEEL STUD ............ .... 3
MULL TO MULL...............................3
ALTERNATATE CLIPS ............... ..... 4
BAY MULL INSTALLATION ......... .... 4
1 X 2 X.125 MULL SPECS...............6
1 X 2 X.376 MULL SPECS ............ _.6
1 X 2:75 X.375 MULL SPECS......._7
1 X 2.75 X .65 MULL SPECS ............ 8
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 X 4 X.375 'P MULL SPECS ._..... 11
1.25 X 3.188 X 265 MULL SPECS...12
125 X 3.25 X.100 MULL SPECS..... 13
1.26 X 3.25 X .624 MULL SPECS..... 14
125 X 3.94 X.624 MULL SPECS..._15
2 X 4 X .25 MULL SPECS......_._..... 18
2 X 6 X .25 MULL SPECS................17
1.20 X 2.11 X .125 MULL SPECS._. 10
30' X 325 BAY MULL SPECS__..... 19
45' X 3.25 BAY MULL SPECS......... 20
MULLION &CUP DIMENSIONS...... 21-23
EXAMPLES 1 & 2..............._..._._..._24
LOADING EXAMPLES .......... _.......... 25
PRODUCT REVISED
as eomplyIng with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By f/
Miami -Dade Product Control
orenlNc
HEIGHT
4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSIFT2) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
VERTICALLY OR HORIZONTALLY). THE
NO
THE MULUON TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULUON IS SPANNING
VERT. MULLION CAPACITY (LBS/FT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FM FOR THE OPENING OBTAINED IN
MULL STEP 1).
LENGTH
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE
N
REPRESENTS THE WIND OADTRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
111 I I 1 1 I I I1j ,
e202O FLORIDA BUILDING CODE (FBC), 7TH EDITION
*2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
9ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
GALUMINUM DESIGN MANUAL, ADM-2015
41AISI SIOO-16
OAISC 360-16
OPENING WIDTH
DRVERnCALMULL
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
OPENING WIDTH
ANCHORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FOR VERTICAL MULL
CAPACITY IS MET.
MULTIPLE MULLIONS
7) IF THE MULLION CAPACITY (LBS/F M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT2) 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 MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIM 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 NOA TO APPLY FOR A PERMIT.
No. 58705
�C), STAT OF (V`
i��s •'•F/ ORIDP• • •' GN
0N!AL fEN\\.
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
SIDE VIEW
FRONT VIEW
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOVJIN)—
EXTERIOR °
EDGE 4r
DISTANCE
FOR
MASONRY
ANCHORS
AND
%T7ACHMENI
BY OTHERS,
SEE NOTE 1.
SHEET 1.
lie
I
S o
TYP. ANCHOR y PER SUBSTRATE, g` w`
SEE SEE TABLES 1 B®•13B K
MIN 2.7KS1. •; •. .-,y� ,•) EDGE
CONCRETE OR CMU' '1 I DISTANCE,
F--t-SEE SEE TABLES
EDGE DISTANCE 1B-13B
- FOR MASONRY
ANCHORS
SIDE VIEW
ERHERTHESTANDARDOR
Y�j
OFFSET MULLCUP
MAY BEINSTALLED
BY
THIS METHOD.
TYP. ANCHOR
PER SUBSTRATE.
SEE TABLES 18.13B
BUCKSTRIP
AND
ATTACHMENT
,
END BYOTHERS
EDMENT• ,•,' `'x}' SEE NOTE I,
. �. • �� SHEET I.
MIN 2.7 KSI CONCRETE OR CMU
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 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 DEWALT/ELCO 1/4" S.S.
AGGREGATOR MASONRY ANCHORS.
MATFRIAI PRY]PFRTIFS--
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
18-8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
DeWalt/Elco Aggre-Gator®
57 ksi
96 ksl
Elco UltraCon®
155 ksi
177 ksl
3/16" DeWalt UltraCon+®
117 ksi
164 ksi
1/4" DeWalt UltraCcn+®
148 ksi
164 ksi
606&715 Aluminum
16 ksi
22 ksl
A36 Steel
36 ksi
511 ksi
GT. 33 Steel Stud
33 ksi
45 ksi
PRODUCT REVISED
as Building ae eompl ngyn with the Florida
NOA-No. 20-0406.03
Expiration Date 05/2612026
By
Miami -Dade Product Control
�\���` . • �ICENSF �il�F
T� No.58705
%TT4E?F___
Cc •'•F<ORIoF, •\���
, NG
ONAL tE
A. LYNN MILLER, P.E.
FL P.E.# 58705
NOTCHEDTO
PROVIDE
CLEARANCE
FOR MULL
CUP.
EITHER THE
1
I
I
STANDARDOR
I
OFFSETMULL
d 1
CUP MAY BE
INSTALLED BY
a y 1
THIS METHOD.
d 1 I .
.°
I i
EXTERIOR
da " 4;.
4
EDGE DISTANCE
FOR MASONRY
ANCHORS
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
I TYP. ANCHOR
PER SUBSTRATE,
E TABLES 18.138
I
I
EDGE DISTANCE
a. _eno ueenuov
II P \
a I
I'
d 1
AND
ATTACHMENT
BY OTHERS,
SEE NOTE 1,
SHEET 1.
DETAIL E:
—If- 129'MIN MULLION TO MULLION
INTERSECTION
(U-CLIP)
vartlEs
L
TOP VIEW
VARIES
THE OFFSET CUP'S
RECOMMENDED FOR
FIN -FRAMED LINTERSECTION
WINDOWS, BUT MAY U-CLIP
ALSO BE USED FOR
OTHER FRAME TYPES.
FRONT VIEW
4
TYP. ANCHOR
TYP. ANCHOR PER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 1B-13B
SEE TABLES 18-13B
BUCKSTRIP
AND
ATTACHMENT
BY OTHERS, ----
EMBEDMENT'' SEE NOTE I, '
{ . ' •. - SHEET I. .�'. .
EDGE
.DISTANCE
MIN 2.7 KSI CONCRETE OR CMU SEETABLES
MIN 2.7 KSI CONCRETE OR CMU 1B-13B
FRONT VIEW SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW
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 EXTERIOR
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 MV1M1-DADE COUNTY APPROVED
ELCO ULTRACON, DEWALT ULTRACONt OR DEWALT/ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS.
NOTES:+
I^
g
1) MAY BE INSTALLED IN "TEE" OR -CROSS"
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
N
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION.
012 STEEL SCREMS,
SELF -DRILLING OR PRE -DRILL
MULLION AND USE SMS
EXTERIOR \Y
SEE SHEETS 21-23 FOR
HOLE LOCATIONS
EDGE
DISTANCE
SEETABLES
1B.13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
C PER SUBSTRATE,
`SEE TABLES 18.13B
SEE SHEETS
21-23 FOR
HOLE
\� LOCATIONS
MULLION
FOR STEEL STUDS THINNER THAN
18 GAAND COMPLIANT WITH THE FL BUILDING
CODE, A 2K WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
EDGE
DISTANCE
SEE TABLES
1B-13B
SIDE VIEW
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Mlamt-Dade Product Control
��• O\W u�Y/Y ,11�/
No.58705
=�0 u Gth OF
/()NAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
0
N
mg O
O Z
Q O
J
J
1 VIEW
16B
D. MUST BE
OF BAY MULL
b Building PRODUCT REVISED
�TYP. ANCHOR
PER SUBSTRATE, as aompNadeIng With the Florida
SEE TABLES 18-13B NOA-No. 20-0406.03
INTO STEEL. ALUM
INTO WOOD, STEEL, STANDARD CLIP TORE EXTERIOR OR MASONRY
Expiration Date 05/26/2026
Y EXTERIOR
ALUM, CMU OR MASONRY MODIFIED IN -FIELD. \\ By
Mlaml-0ade Product Control
EXTERIOR
O oze' 'A R
® FT
INTO STEEL, O
® ® ALUM, CMU OR MASONRY � EDGE H
DISTANCE
PER
EDGE _ AN � OR ,1111111 ill,,DISTANCE
PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: L10ENs•'
OF �... ,
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MUWON. - Q,: '•,�
NOTES FOR INSTALLATION OPTIONS F: _ No. 58705
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.1 N. 2) DETAIL G: SEE TABLES 1 B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS. - -O ram/ ,
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE •.• STATE F :.•(vim`
LOCATIONS. OR
i •, ( `
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. i iss�
TONAL
A. LYNN MILLER, P.E.
FL P.E.# 68705
TABLE 1A
Mullion Capacity Table IbsV
ANCHOR CAPACITY
Opening Width (for vertiral"arrtrg
muViols) or Opening Height (for horizentaliy-sparrti g mullions)
ADJUSTMENT FORMULA:
50 in
601n
70 in
.80 in
90 in
login
12D in
140 in
160 in
ANCHOR
Reeten9ular
Treplrrleng.
Rectangular
RapRrtang.
Rectangular
Tmp1111ang.
Rectangular
TmpRdang.
Ratan9dar
Trap/liimg.
Rectangular
T2pRdang.
Rectangular
Tmp/Riarg.
Rectariguiar
7tap/illeng.
Rectangular
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loading
long
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Loafing
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Loadng
MULLION CAP.,.,,�,�
Alum. Tube
•
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g
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11
o
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s
s
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og
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fig
;
y.
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8THE
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a
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s
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s
"ANCHOR CAPACITY
� �
� @
f
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2 �
a
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f
� �
� A
� rc
f �
� �
�
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f
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REQUIRED" CORRESPONDING
a` a�
d`
+
a
a` z`
d` a�
d�
d� rc
d`
d�
d�
rc
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
42 in
111.9
408
129.5
332
93.2
408
115.5
325
79.9
408
107.8
321
69.9
408
104A
319
62.1
408
104.0
319
55.9
408
104.0
319
46.6
408
104.0
319
30.9
408
104.0
319
35.0
408
104.0
319
48 in
74.9
312
83.8
268
624
312
73A
252
516
312
67.0
246
46.8
312
632
248
41.6
312
61.3
244
37.5
312
61.0
244
312
312
61.0
244
26.8
312
61.0
244
23.4
312
61.0
244
OPENING, WHEN IT IS LOWER
50.625 In
63.9
281
70.6
234
532
281
61.5
228
45.6
281
55.7
224
39.9
281
621
272
35.6
281
50.1
220
31.9
281
49.3
219
26.6
281
49.3
219
228
251
49.3
219
20.0
281
49.3
219
THAN THE MULLION CAPACITY
THE TABLE) OF THE
t
641.
52.6
247
57.5
207
43.9
247
49.8
202
37.6
247
44.8
199
32.9
247
41.5
198
29.2
247
39.4
194
26.3
247
38.4
193
21.9
247
38.1
193
Me
247
38.1
193
16.4
247
38.1
193
(FROM
SELECTED MULLION. IT WILL
m60
In
38.4
zoo
412
170
32.0
200
35.4
160
27.4
200
31.5
163
24.0
200
28.9
160
21.3
200
27.1
159
192
200
25.9
157
16.0
200
25.0
156
YIELD A MINIMUM ANCHOR
J
�
63 in
33.1
181
35.3
165
27.6
181
30.3
152
23.7
181
26.9
149
20.7
181
24.5
146
18.4
181
22.8
144
10.6
161
21.7
143
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
66In
28.8
165
30.6
142
24.0
185
26.1
139
20.6
165
23.1
136
16.0
165
21.0
134
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
72In
22.2
139
23.3
120
1&5
139
19.9
118
15.9
139
17.5
116
761n
189
125
19.7
109
15.7
125
16.8
107
78In
17.5
1 118
182
104
TABLE 1 B
Substrate:
27k Concrete
3k Concrete
3.5k mnc.
Hollow CMU
ROed CMU
Pr Wood
Metal
Anchor
Capacity
AncFrorryPa-
TW Eko
Ultrecon
1/4' Elcro
UI1racon
3/18' DeWalt
U918conh
1W DeWall
UltRaoM
5r1E FJco
uleaco.
3/16, El'.
Ulbec..
1W Elco
Uftwon
3/16' DeWalt
111--
V4' DeWalt
Ultacorw
1W SS Bca
AggeGator
5119' Oco
Ultrawn
IW SS E(co
AggraGator
4110 Slael
Screw(G5)
012 Steal
Scn-(G5)
012 Steel
Se-(G5)
(lbs)
Edge Distance (in):
1'
2-1/2'
1•
2-12
1•
2-1/2-
1'
2-1?
3-118'
1'
2-112'
1'
2-VT
1'
2-1/Y
7
3-1/8'
2
0.48"
0.54'
0.324'
Embedment pn'
1214'
13r4"
1314'
1314"
1-W
1-&4'
1-T4"
I-N4'
7
1-1/4'
1-1w
1-1/4'
1.1/4"
1.1/4"
1-Im
1-1/4'
1-114"
7
tale`
tam'
vmies
2 Anchors @ 4.7T Min. O.G. / Standard
or Offset Clip (Fig. 1r
390 lbs
390lbe
450 lbs
89D lbs
310lbs
63D lbs
220lbe
870 lbs
1644lbs
270 lbs
740 0s
2302.
370 lbs
320Ibs
5801bs
374Iba
664lbs
946lbs
341 ibs
442lbs
560Ibs
4 Anchors @ 1.15' Mln. O.C. / Standard
(or 0155et) Cep (F19. 2X
480 Ibs
700lbs
WA
WA
320Ibe
1280 Its
370 We
WA
WA
WA
WA
WA
740 Ibe
WA
WA
WA
WA
WA
6821be
885lbs
112D We
4 Anchors @ 3- Min. O.C. / (2) 2r5Ang e, Clips / (Fig. 3):
780lbs
780Its
680lbs
15W W
6201bs
12601be
440lbe
17401.
19961bss
6401hs
138DIbs
IWIA
76D ft
460IW
740lbs
940 ms
1160lbs
7481be
880 the
1892 ms
682 ms
W5 Ds
1120 lbs
2 Anchors @ OAT Min, O.C. I UCOp, into .125Alum (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
715 Ibe
1 Arwlwr! F-ap (Rg. 5}
195lbs
195 iba
225 lbs
4451be
1551be
315lbe
1101ba
435 [be
8221bs
1351bs
3701be
1151be
185 ms
1601bs
290lbs
18711ra
332lbs
4731hs
170Ibs221
lb.
280 lbs
2Arxhors @ 1.15Min. O.C./ F-Cep (Rg• 6y
240lbs
350 me
WA
WA
160lbs
6301be
1851bs
WA
WA
WA
WA
WA
3701hs
WA
WA
WA
WA
WA
341 ms
442lbs
5W be
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE& FIGURE6:
1011 • •
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. --1 1.000" �--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
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. 2.000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED t
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12&' I
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .125" MUWON
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 910 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as eomplyyingg with the Florida
Bellding Codo
NOA-No. 20-0406.03
Expiration Date 05/2612026
Sy I 1%(
Mlaml-Dade Product Control
1111I1III!//
LY�rN�71��,�
i
'�� •' LICENgF'•
No.58705
F • Q;
�0NAL� `EL5NG�`•
A. LR, P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Ibsife
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,m,,,,,
DP_
( ) X MULLION
Opening Width (forverfically-spanning
mullions) or Opening Height (for hedmntaliy-spare ing mUlions)
50 in
60 in
70 in
1 80 in
90 in
100 in
1201n
140 in
160 In
1 X 2 x.375
Rectangular
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Reclargular
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Loading
Tm ri
Lo�� .
RL ftg r
TLoadin g.
Rung
Tm ddg .
R Loadingar
T Loading .
R Loadingar
�Long .
Alum. Tube
Mullion
�LEr
fG
a
a
dr
�,.
a
drns
y
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y.
d`
a
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a
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a
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a
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r
6�
£
8
g
d�a
5�
g$
`q ..
is
d`ct
=ANCHORCAP.,,"
USE THIS FORMULA TO OBTAIN
THE 'ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
620
170.0
435
151.3
682
170.0
478
1129.7
682
170.0
506
113.5
662
169.5
518
1100.9
682
169.9
517
90.8
662
168.9
517
75.7
662
16a9]V.
64.9
W2
168.9
617
567
682
16a.9
517
48 In
121.6
507
136.0
419k..4
5D7
119.2
410
sail
507
108.7
403
76.0
W7
1026
399
e7.6
507
99.6
397
60a
507
99.0
396
50.7
507
99.0
43.4
507
99.0
396
38.0
507
99.0
396
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.6251n
103.7
456
114.8
379
455
99.9
371
74.1
4%
90.5
364
64.8
458
84.6
360
67.6
456
81.3
357
51.8
458
80.0
355
43.2
456
80.0
37.0
456
80.0
356
324
456
80.0
356
THAN THE MULLION CAPACITY
54 in
85.4
400
93.3
336
400
80s
328
61.0
40D
72.7
322
53.4
400
67.3
318
47.5
400
64.0
315
427
400
623
314
35.6
400
61.8
30.6
400
61.8
313
26.7
400
61.8
313
(FROM THE TABLE) OF THE
EO IO
623
324
66.9
276
324
57.5
270
44.5
324
61.2
264
38.9
324
4a9
260
34.6
324
43.9
257
31.1
324
420
255
26.0
324
40.5
222
324
40.6
253
19.5
324
40.5
253
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
�e
Win
53.8
294
RA
262
294
49.2
246
3a4
294
43.6
241
33.6
2S4
39.8
237
29,9
294
37.1
234
25,9
294
35.2
232
274
294
33.6
19.2
294
33.4
230
16.6
294
33.4
230
CAPACITY WHICH MAY BE
661n
46.8
288
49.6
230
268
424
225
33.4
268
37.5
.1
29.2
268
34.1
218
28.0
268
31.6
21s
23.4
268
29.8
212
1s!i
2B8
29.0
16.7
268
27.7
209
14.6
268
27.7
209
USED TO QUALIFYADDITIONAL
721n
36.0
225
37.9
198
360
225
32.2
191
25.7
225
2B.4
188
225
225R25.6M20.O2256
182
18.0
225
221
180
1S0
225
20.3
129
225
19.6
176
11.3
225
19.6
176
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
781n
30.6
202
32.0
177
25.5
202
27.2
773
21.9
T02
219
170
19.2
2027
165
15.3
202
104
183
128
202
19.7
10.9
202
15.9
158
9.6
2022
15.8
158
781n
28.3
192
29.6
166
23.6
192
25.1
165
20.2
192
220
102
17.7
1921
157
%2
192
11.8
192
152
152
10.1
192
14.4
15D
8.9
1M
14.2
150
90 in
18.6
144
19.0
128
164
144
16.1
126
#56
86 N
15.2
127
15.6
113
TAR[ F 9R
Substmle:
2A Calcn:te
sic Concrete
ask Conc.
Hou" L74U
Bled CMU
PT Wood
Metal
Anchor
Capacity y
AdchorryP
311EmMco
Ultcon
1/4'Elco
Ullman
3116'DeWal
Ull=-.
1W DeWalt
Uitracon+
6116, Eko
Ullman
WIG'Elco
UOmcon
1/4-Elco
Uazm
3116'DeWa
UQ
114"DWail
uft-one
1/'SS EIco
AgOMWorUOam
5116•EICo
1/4"SSEICO
AggreGalor
010Sted
Screro (G6)
012SIed
Screw (05)
012 Sled
9cnsfr (Cv7
0bs)
EogeDlstmeon)
1'
2-172
1'
2-42
1'
2-1 al
1'
2.1/2'
3-UB'
1'
2-1?
1'
-re
"
242'
1"
2.112'
T
3-Vir
T
a48'
0.54-
0.324"
EmEednent(ln)
15r4•
1.Vr
I-W
1-z "
.1
1.1
1.11
1.,
2
1-114-
1414'
1-1/4-
1-1/c
1-1/4"
1414"
1-1W
1-1/4'
1-114'
1-11hr
2'
I-W
1-SB"
iris
2 A.hM @ 4.75' MIn.O.C. / Staroam
oroma Cllp (Fig. 1):
ago Its
390 IDS
450 ms
890Ib5
3101135
6301b.5
22D ms
97011E
1614 OS
270lbs
2W ms
3541ts
740IDs
Z30lbs
370 MS
320lbs
We los
374 IbS
664 R
946105
341 ms
442lbs
56010S
4AnchOm @ 1.19- Min O.a 1 Standard (a Olbd) Clip (Fig. 2).
480106
700 ms
NIA
WA
32015E
1260 Ins.
370 MS
NIA
NIA
NIA
3W IDS
NIA
WA
NIA
740 MS
N/A
WA
NIA
NIA
WA
682 IS
88510E
11201bs
4 Arr110S @ 3" Min. O.C. / t2)2r5Angle dips / pg. 3):
780 9s
7801DS
6801bs
115601hS
620I35
128D Ibs
44D its
1740 8s
169610s
5401bs
5M MS
NIA
7W IDs
460lb5
740113S
6401bs
118D InS
74815E
Sao MS
1992ID5
682 mV885
1120lb1
2Amhos@D.45"Mtn O.C./U-0ipInto.l2YAI rn. (Fig. 4):
WA
WA
NIA
WA
WA
WA
WA
NIA
WA
NIA
WA
N/A
WA
NIA
WA
NIA
WA
NIA
NIA
NIA
WA7151bS
1 Arelsr/FCIip (Fig41951'S1115
Ins
2251bs
4451b5
15595
315IbS
110 IDS
43515E
822 OS
1351bs
140 IDS
1771E
37OOS
1151bs
185IDs
160lbs
29DIbs
187IS
332IEs
473Ibs
17010
28011S2AW11).@1.15'Min.O.C/
FCUp (Flg. 67
240.
35D 01s
WA
NIA
160als
WO IDS
185 OS
WA
NIA
WA
190 ms
WA
WA
NIA
3701M
N/A
NIA
NIA
I
NIA
341 ID
560IDs
Nu1C:- 1-Vrracr t ur, UAC 1Nc AAMC MNGMUK rAl 1CKNANUANUKUK VALUCJAS IKCSIANUAKU(;LIP.
PRODUCT REVISED
as complying with the Florida
Bullding Code
NOA-No. 20-0406.03
Expiration Data 05/26/2026
By
Miami -Dade Product Control
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. 1.000" r-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. `7111 I I 1 1I11 rI7
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ` �'� ,•• %,%GENgF •, ��
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL .375"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED -T �• : No. 58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"-
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2"X .375' MULLION
LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O•• 5AT afo ?•[(I��
• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. T '•.
�{ems' •.;`<OR(DH. •''G\?:
''i'T'1
ONAL e'��\•
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 3A
Mullion Capacity Table (Ibse)
Opening Width (for vertically -spanning
mldfiorls) or Opening Height (for horizontally -sparring mufliens)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
So in
60 in
70 in
80 in
901n
too in
120 in
140 in
160 In
1 x 2.76 %
.375 Alum.
Rectangular
Loading
Trepmiang.
Loading
Rectangular
Loading
TrapRdarg.
Loading
Rectangular
loading
TraplTdang.
Loading
Rectangular
Loading
T-PrMang.
Loading
Rectangular
Loading
TraprBiang,
Loading
Rectangular
Loading
Treplriang.
Loading
Rectangular
Loading
Trap/IXang.
loading
Reclen ar
gut
Loading
Tre p/rrleng.
Loafing
Rectangular
Loadug
Treprtlfeng.
Loading
(OP-) i ANCHOR CAP„e,,-
( ) X \MULLION CAP.,,,,,, 1
Tube
Mullion
z
e
u
.�
ci `
2.
u
a
'a -.
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8
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n
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-ANCHOR CAP -
CAP -
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
620
170.0
435
170.0
744
110.0
478
170.0
868
170.0
6W
170.0
992
170,0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
148.7
1301
170.0
521
127.5
1301.
170.0
521
111.5
1301
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170,0
992
170.0
630
170.0
1133
170.0
661
151.8
1139
170.0
677
136.6
1139
170.0
860
113.9
1139
170.0
680
97.6
1139
170.0
680
SSA
1139
170.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
563
170.0
WS
170.0
631
167.8
1032
170.0
684
146.8
1032
170.0
723
130.5
1002
170.0
747
117.4
1032
170.0
756
97.9
1032
170.0
7W
83.9
1032
170.0
756
73A
1032
170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170.0
612
161.3
907
170.0
691
138.2
907
164.7
730
120.9
907
1525
720
107.5
807
145.0
Ifs
Bg:B
eD7
141.1
710
80.6
BD7
140.0
709
89.1
907
140.0
709
80s
907
140.0
709
(FROM THE TABLE) OF THE
631.
141.1
735
151.5
625
117.E
735
170.3
811
100,8
735
116.0
599
882
735
106,2
590
78.4
735
89.5
583
70.5
735
98.1
578
58.8
735
91.8
574
50.4
735
91.8
574
44.1
735
81.8
574
SELECTED MULLION. IT WILL
YIELD AMINIMUM ANCHOR
r
63 in
121.9
66S
130.6
670
101.6
668
111.5
557
87.0
666
98.9
547
762
SW
00.1
538
67.7
668
83.9
531
90.9
685
70.8
SM
50.8
Gas
75.8
521
43,5
666
7&6
521
38.1
666
75.8
521
CAPACITY WHICH MAYBE
Fo
c
681n
106.0
807
1124
522
88.3
807
98.1
511
75.7
607
85.0
501
68.2
607
77.1
4B3
58.8
607
71.5
488
53.0
607
67.8
481
442
BD7
e:i.4
478
37,8
807
627
474
33.1
807
62.7
474
USED TO QUALIFY ADDITIONAL
ANCHOR OF, FROM THE
72 in
81.B
5f0
85.8
443
B8.0
610
73.0
434
58.3
10
64.3
428
51.0
510
57.9
418
45.!
510
53.3
413
40.8
510
50.0
!OB
3/.0
510
15.9
402
-.2
510
41.4
399
25.5
510
44.3
399
ANCHOR CAPACITY TABLE.
a
761.
69.4
458
72.5
400
67.8t3273-6.4
392
49.6
458
54A
385
43.4
458
48.6
376
38.6
458
44.6
373
34.7
458
41.6
366
2a9
458
37.7
382
24.8
458
36.0
359
21.7
458
35,7
358
78 in
642
435
157.0
381
53.5
373
45.9
435
49.8
366
40.1
435
44.7
360
35.7
435
409
355
321
435
38.1
351
26.8
435
34.4
344
22.9
435
32.6
341
20.1
435
322
340
90 M
41.8
327
43.1
290
34.8
285
29.0
327
31.8
280
26.1
327
26.3
Z75
232
327
25.7
Z71
20.9
327
23.7
268
17.4
327
21.0
262
14.9
3Z7
19.3
258
96 m
34.!
287
35.{
257
28.7
252
24.6
287
26.0
248
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
14A
287
1"
232
1081n
242
227
24.7
205
2D2
201
17Z
227
18.0
198
15.1
16.0
195III
in
273
215
22.7
194
18.6
191
16.9
215
16.6
168
120 in
17.8
1.
17.9
167
TARI F RR
Substrate:
7 A Concrete
3k Concrete
3.5k Cone.
".I- CMU
Fined CMU
Pr Wood
Metal
Anchor
Capacity
AnchorType:
311W See
ullraeon
114' Elco
Ultracon
3116' Dewar
Ultrecorl�
1/4' DeWall
UNa..M
5118' El..
Ullracon
3116' Elco
Nuaeon
1W Sce
Ullrecon
3/16' DeWeR
utraconr
7/4• DeWalt
UlbacorM
1/4' SS Eico
AggreGator
6/16• FJco
Ntracon
7/4' SS Elco
AggreGator
q10 Steel
Screw(G5)
d12 Steel
Screw(G5)
#12 Steel
Screw(C7
(Ibs)
Edge Distance0
1•1'
2-1/2'
1•
2-1/7
1•
2-1/2•
3.//8•
1•
2-11z•
I-
2-I/Y
1•
2-112•
1•
2-1/P•
T
3-U8'
7
GAT
ob4•
0.32r
EarbeWnerd(In):
1.3/4•
13n4'
ta14'
13W
ta/4'
law
1a/4•
1a/4'
2'
1-11r
1-I/4•
1-114•
1-1/4'
1.1/4'
1-1/4'
1-114•
14W
1-1/4'
1-IW
T
1a/8•
1a/8•
lades
2 Anchors @ 4.W Min. O.C. / Standard
or Offset IMP (Fig. 1X
3901hs
390 Ite
450 Ibs
SW Ibs
3101bs
6301bs
220lbs
870 Has
1644Its
Z70 Ibs
260 Ibs
354 ris
740 Ds
23D Me
3701bs
3201ba
68016s
374Ihs
884 I¢s
9481bs
341 las
4421b5
5801Ea
4 Anchors @ 1.15 Min O.C. / Standard
(or Olbet) Clip (Fig. 4
400lbs
700 Ibs
WA
WA
3201b.
12W Ibs
370lb.
WA
WA
WA
380Ibs
WA
WA
WA
740Ina
WA
WA
WA
WA
WA
682 Ws
8851bs
1120 Its
4 Anchors @ 3' Min. O.C. / (2) 215 A.& Clips / (Fig. 3X
780lbs
780 lb.
68010s
i560 gs
62D its
1280 nes
440lbs
17401bs
18961be
540lb.
560 Ihs
WA
760 ins
460 Its
740 ins
W ins
11601bs
748 ft
8801bs
18M gra
6821as
88510s
1120 Ibs
2Anctew @ 0.45• Min. O.C. / Ul:Bp, ado .125 Alum (Flg. 4X
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
71516s
1 Anchor! F-dip (Fig. 5X
19516s
1951os
225 Ibs
4451hs
1551bs
315 Os
1101Cs
435 Ibs
B22 Iba
1351bs
140 ins
1771bs
370 ins
11510s
1851as
160 Ibs
790 ma
1871bs
33216s
4731bs
170 Ra
221 Ibs
280Ibs
2Amhom @ 1.iW Min O.C1 F-Mp (Fig• 6):
Nr)TF• Fr)R THE r1--r:l IP I ICF TfaF Ceaac earnuno
24014s
390 ibs
oe•rTcoar
WA
nun nwrn,_,ne..n,,,.-n
WA
Isola.
6301bs
... r,�..................,
185lbs
WA
...
WA
WA
190 ins
WA
WA
WA
3701bs
WA
WA
WA
WA
WA
341 Ibs
4421bs
lb0lbs
FIGURE 1: FIGURE 2'
FIGURE 3:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURES:
��CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
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 6063-TS 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 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as comp)yiCong with the Florida
Building de
NOA-No. 20-0406.03
Fxpirstlon Date0512612026
By_ 5i -
Miami -Dade Product Control
rn
:7
Of
O
2
U
Q
W
z
` N N '
+x No. 58705 _
�O� . tSATE F O: (V
S,;ONAL 10`� `�
A. LYNIIIILLER, P.E.
FL P.E.# 58705
TABLE 4A
Mullion Capacity Table bsife
ANCHOR CAPACITY
Opening Width (for verl ca*spanrii g
mt6ions) orOpening Height (for horimrda*spam[rg mtaions)
ADJUSTMENT FORMULA:
50 in
601.
70 in
80 in
90In
100 in
120 in
1401n
1601.
CAP.,,,,,,,,
1X2.75x
Rectangular
7repmiang.
Rectangular
Trapr7dang.
Rectangular
T p/Tdeng.
Rectangular
Trap/Tdang.
Rectangular
Tre9/Tda1g•
Rectangular
TrepRdanB•
Rectangular
TrepllHang.
Rectangular
Trep/Tdarig.
Rectangular
TraplTdang.
/ANCHOR
(DP,,,)X`MULLIONCAP.,,a,,,,,,�
.660 Alum.
Loading
Loafing
Loadn9
Loafing
Loading
Lmdng
Loadn9
Loafing
Loadng
Loafing
Lcading
Loafing
Loading
Loafing
Loafing
Loafing
LnadOhg
Inadng
Tube
•
•
a
�•
='
�•
a
a
.4
a
.'
a
n
zo
a
•d��
a
a
a
&
a
P`
r
a
a
e
a
a
zn
a
a
r
a
a
=ANCHOR CAP,
MullionS
ao
o
��
ii
��
a�
a�
a
o�
o
a�
a
>
g
W
a8
§
o�
o
3
t
08
o a
t�
o
t•
ci
o o
t�
ti
s�
o
iu
s�
<�,�
o
ci v
t
o
__
ci a
r-6
o
e
ri a
o
o
o
sa
$_
fii
O v
t
o
_£
O o
t
0
8g
o a
r•Xg
a
io a
o
O •e
��
o a
t
is v
0
0
t
USE THIS FORMULA TO OBTAIN
THE"ANCHOR CAPACITY
gg�
fo
f
��
go
REQUIRED "CORRESPONDING
�'�.
d`o:
��
s'
�a
��
dra
d`rc
3o°t
d`n�
�rc
err
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
620
170.0
a35
170.0
744
170.0
478
170.0
658
170.0
508
170.0
892
170.0
519
170.0
tIle
170.0
621
170.0
1210
170.0
521
170.0
1488
170.0
521
158.7
1820
170.0
szt
138,8
1820
170,0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
681
170.0
1275
170.0
077
170.0
1417
170.0
680
141.7
1417
170.0
660
121.5
1417
170.0
680
106.3
1417
170.0
680
OPENING, WHEN IT IS LOWER
50.625In
170,0
747
170.0
563
170.0
896
170.0
631
170.0
1048
170.0
684
170.0
1195
170.0
723
16A6
1256
170.0
747
146.3
=6
170.0
756
121.9
1288
170.0
750
104.5
1288
170.0
758
91A
1266
170.0
756
THAN THE MULLION CAPACITY
THE TABLE) OF THE
541n
170.0
797
170.0
612
170.0
D56
170.0
691
170.0
1116
170.0
764
150.7
1130
170.0
803
133.9
1130
170.0
837
12D.6
1130
170.0
850
10D.5
1130
170.0
861
86.1
1130
110.0
861
75.3
1130
170.0
861
(FROM
SELECTED MULLION. [TWILL
6o In
170.0
WS
170.0
701
146.5
915
162.3
761
125.5
915
144.5
748
109.0
916
1323
735
07.6
915
123.9
726
87.9
9t5
118.5
720
732
915
114.4
715
V-8
915
114.4
715
549
915
114.4
715
YIELD A MINIMUM ANCHOR
63 h
151.8
830
161.9
710
126.5
830
138.9
694
IMS
830
1232
881
94.9
SM
1122
070
84.4
630
104.6
882
7&9
830
99A
658
63.3
830
94.5
649
542
930
94.1
649
47A
830
94.1
649
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
f.
68In
132.1
757
140.0
650
110.0
757
110.8
wer30.7
757
105.8
624
e
025
757
Sat
614
73A
767
69.1
606
66.0
767
642
6D0
55.0
757
79.0
593
472
757
782
591
41.3
767
782
591
ANCHOR OPTIONS FROM THE
721n
101.7
636
108.8
552
84.8
6W
91.0
540
636
80.1
530
63.6
636
722
521
56.5
036
66.5
514
50.9
636
62.3
508
42.4
636
572
500
36.3
636
65.3
497
31.8
635
552
497
ANCHOR CAPACITY TABLE.
781n
86.5
571
00.4
498
721
571
70.11
48871
67.4
479
54.1
571
60.6
471
48.0
571
55.5
464
43.2
671
51.8
459
3&0
571
47.0
451
30.8
571
44.8
447
77.0
571
44.5
446
78In
86.0
542
83.4
474
66.7
R2
70.8
465
542
ev
456
50.0
542
55.7
449
44.4
542
51.0
442
40.0
542
47.6
437
33.3
U2
42.9
429
28.6
542
408
425
25.0
542
40.1
423
001n
521
407
63.7
361
43.4
407
45.4
355
407
39.6
349
325
407
35.3
343
2a9
407
32,1
338
26.0
407
29.6
3M
21.7
407
28.1
327
18.0
407
24.1
322
16.3
407
23.0
319
98In
429
358
44.1
320
35.8
358
372
314
358
32.4
309
28.8
358
28.8
304
23.8
358
26.1
300
21.5
358
24.0
296
17.9
358
21.0
2a9
15.3
358
192
284
1081n
30.1
283
30.8
255
25.1
283
25.9
251
21.5
283
22.5
247
18.8
283
19.9
244
16.7
283
18,0
240
15.1
28316.6
237
1111.
27.8
287
28.3
242
23.1
267
23.8
238
19.8
287
20.6
235
17.3
257
18.3
231
15.4
287
16.5
228
1201n
22.0
229
22.3 1
209
18.3
229
18.8
205 1
15.7
229
18.2
202
TART 1= AR
Anchor
Capacity
Substrate:
2.7k Concrete
3k Concrete
3.6k Carty.
Hollow CMU
Filled CMU
PT Wood
Metal
awnorrype.
3116• Elea
Uifracon
1/4' Elea
Ullraoon
3/76' OeWett
NUacom
1/4' DeWalt
Utmcon+
5118' Eleo
Utracon
3/16' Elco
Uaacon
1/4' Elea
u1bacon
DeWalt
Utracom
t!4' DeWalt
Ullacon+
1/4' SS Boo
AggreGatar
S11C Etco
Ulireaen
1!4` SS FJco
AggraGalor
010 Steel
Scnw(GS)
fr125teel
Screw(G5)
0725tee1
Scnw(G5)
(ibs)
Edge OisUrxe 9n):
1.
2-1/7
1'
1 2-11T
t'
2-ir2
1`
2-0?
3118'
1'
24M
1`
2-1/2
1'
2-112
1'
2-1/2
2
3 fir
7
0.48`
O-W
0.324'
Embedment 0n}
13r4-
13/4-
124'
1-3.1
1.3/4-
1d/4'
I-W
14W
2'
1-11e
1.114-
1-114`
1.1l4-
1-1/4"
1-1/4"
1-1/4'
1.1/4-
1-1/4'
1-1/4"
7
1-W
1.3/8'
"des
2 Anchors Q 4.75" Min. O.C. 1 Standind
wO6set Cap (Fig. Ir
3901W
390lbs
450 0e
89016s
310 He
63D fibs
2201bs
8701bs
1644lbs
270 Ibs
200 Ibe
3541bs
740 Ibs
230 Ibs
37o U.
32D Ibs
580 Ibs
374lle
664 04
9461bs
341 U.
442lbs
560 ms
4 Amn'ma1ATMIn. O.C./ Standard
(or Met) Cop(Fig. 2):
4801bs
700 Ras
WA
WA
32DIbs
12601bs
370lbs
WA
WA
WA
380 Ibs
WA
WA
WA
7401bs
WA
WA
WA
WA
WA
68216s
8851
11201bs
4 Anchors ®3" Min. O.G 1(2) 2r5Ar4e Cops / (Fig. 3):
7601bs
7601bs
6a01bs
1660 Oe
6201bs
126D ft
4401bs
17401bs
18%lbs
540 P.
560 0s
WA
7601bs
4601bs
740 0e
6400.
11601bs
748 %s
880Its
1892 ms
88216s
t12D Ibs
2Anchors ® 0.45" Min O.C. / U-Chip W .125 Alum (Fig, 47
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
A
715 We
1 Anchor/ F-ap (Fig. 4
195lbs
1951bs
29 0%
446Ibs
155lbs
3151bs
1101Fe
4351M
8721bs
135 br
140 r.
17716s
370 M
115Ibs
1851hs
1601as
2901as
1871os
332 �
47316s
1 1701bs
221 Ibs
280 IbS
2 Archon @ 1.16, Min. O.C/ F-Olp (Fig. 6k
2401bs
35D IDs
WA
WA
16D 16s
630Ibs
1&S lbs
WA
WA
WA
190 0e
WA
WA
WA
370 @s
WA
WA
WA
WA
WA
341 Ibs
4421bs
5801bs
,...,c....,. ,,,c.., ,.au .. , .�c,nc.�rv"rcw�VrlVR rRIrLR1V RI�V NYVr1VR Vru.VLJ RJ IRCJIKIVUNRU VUY. C ` CIRCLED VALUES ARE USED I N 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.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE.SHEETS 21-23.
•
•
• •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4:
FIGURE 5:
FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEATHE T.125THICK AND A36. ALL ANCHORS INTO METAL SHALL AT AST 3 SCREW THREADS BEYOND
MATERIAL #10 & # 2 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.D
S. OR 4
1"X 2.75" X .650" MULLION
PRODUCT REVISED
as eomplying with the Florida
Building Code
NOA-No. 20-0406.03
Explratlon Date /05�/2.�6./2026
By_ 11- -
Miami -Dade Product Control
LYN
k.
' OceNSF
No.58705
I&ATO�0 ("\
NAL
A. L1 NNiMILe�, P.E.
FL P.E.# 58705
TABLE 5A
Mullion Capacity Table IbsHt2
Opening Width (forver5caly-sparmirg
mullions) or Opening Height (fortlorimrtely-spartring mullions)
50 in
60 In
701n
60 in
90 in
100 in
120 in
1401n
160 in
1"x3.126"x
Rectangular
Loafing
TwPITIrl g.
Lcadng
Rectangular
Loafing
TmpRdang.
Loading
Rectangular
Leading
Tra"an9.
Leafing
Rectangular
Loadng
TraplTriang.
Lw fn9
Rectangular
Loafing
TmpfTdmg•
Loafing
Rectangular
Loadng
TrapfTrivrp.
Loading
Rectangular
Leading
TfWTdang.
tnadng
Rectangular
Laadn9
TrapRneng.
Lcadng
Rectangular
Loafing
TrapfTdang.
Loafing
.600"Alum
Tube Mull
a
U
a
O
s•
U
V
_�
O
o�
x
R-
O
s
a
R
o
z•
%-
r
=�
a
i
a•
R
8�
a
S.
r
a
R
S�
a
'-
g
a
R
og
r
t�
m
o�
a
�$
8�
n
O
��
a
'�
O
t�
n
a
$
a
R�
O
2:
R
O
a
DA
O
Al
O
2^
R-
Om
k
R
O
r
�
Uo
rs
a
O
S�
2:
a�
U
t&
a
�'
O
"�^
r
�
Uv
t9
a
�'
O
��
r
�$
ca
t�
a
M.
fJ
o�
Uv
too
421.
170.0
620
170.0
435
170.0
744
170.0
478
170.0
BW
170.0
We
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
621
170.0
1488
170.0
521
170.0
1735
170.0
521
164A
1802
170.0
521
48 in
170.0
708
170.0
624
170.0
&%
170.0
584
170.0
892
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
681)
157.7
15"
170.0
680
135.1
1577
170.0
680
1182
1577
170.0
680
60.625 in
170.0
747
170.0
503
170.0
896
170.0
631
170.0
1048
170.0
684
170.0
1195
170.0
723
170.0
1345
17"
747
170.0
1484
170.0
756
141.7
1495
170.D
766
121.5
1495
170.0
758
106.3
1495
170.0
756
541n
170.0
797
170.0
612
170.0
958
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149.5
1401
170.0
050
124.6
1401
170.D
861
106.8
140t
170.0
861
93.4
1401
170.0
661
601n
170.0
885
170.0
701
170.0
1083
170.0
797
158.5
1158
170.0
878
138.7
1158
197.0
928
123.3
1156
156.5
917
111.0
1158
149.7
file
825
1150
144.5
903
79.3
1156
144.5
003
69.4
1156
144.5
903
631n
170.0
930
170.0
745
159.8
1049
170.0
850
137.0
1049
155.5
860
119.8
1049
141.7
848
100.5
1049
1310
836
95.9
1049
125.5
828
79.9
1049
119.3
820
68.5
1049
118.0
819
59.9
1049
118.9
619
e
66 In
166.8
955
170.0
789
139.0
M.
151.3
804
119.1
955
133.7
788
W4.2
955
121.4
775
92,6
SW
1IZ8
765
83.4
955
100.4
757
69.5
955
99.8
740
59.6
fi55
99.7
748
52.1
fi55
08,7
746
72In
128.5
803
134.9
691
107.0
803
114.9
682
91.8
803
101.1
670
80.3
503
912
659
71.4
803
83.9
649
64.2
803
78.6
642
53.5
803
722
632
45.9
803
69.8
628
40.1
803
69.7
627
761n
1092
721
114.1
829
91.0
7M
97.0
610
78.0
721
85.1
'605
68.3
721
78.5
595
60.7
721
70.1
588
54.0
721
05.4
570
45.5
721
59A
E60
39.0
721
56.6
%4
34.1
721
56.1
563
78 in
101.0
684
105.4
599
$42
684
89.4
587
722
684
78A
576
63.1
684
70.4
597
56.1
130.1
684
64.4
658
60.5
684
50.0
551
42.1
684
54.1
541
38.1
684
51.3
538
31.6
684
50.6
534
00 In
65.8
514
07.9
456
54.8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.6
433
36.5
514
40.5
427
32.0
614
37.3
421
412
23.5
514
30.4
408
20.6
614
29.0
403
98 In
542
452
55.7
404
452
452
47.0
398
38.7
452
40.9
390
33.9
452
36.4
384
452
32.8
378
27.1
452
30.3
373
365
19.4
452
242
359
16.0
452
22.8
355
108 in
38.1
357
38.9
322
31.7
3;7
32.7
317
272
357
28.4
312
23.8
357
252
308
21.1
357
227
303
19.0
357
20.8
289
*14.5
283
13.6
357
10.2
297
11.9
357
15.0
283
111 N
35.1
339
35.8
300
292
338
30.1
301
25.0
338
26.1
296
21.8
338
23.i
292
19.5
338
20.8
268
17.5
338
19.0
284
278
125
338
14.8
273
11,0
138
13.0
269
1201n
27.7
289
282
283
23.1
289
23.7
259
18.8
289
20.5
256
17.3
289
18.1
252
15,4
289
10.3
249
13.8
289
14.8
248
240
B.B
289
11.4
236
9.7
289
10.4
232
TABLE 5B
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP )X(ANCHORCAP.,,�,,-)
`` MULLION CAP.,,o,,,,,
=ANCHOR CAP.®
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. R WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Substrate:
2.7k Concrete
3k Concrete
'35k Cone.
Hall- CMU
FlBed CMU
Pr Woad
Metal
Anchor
Capacity
p ity
ambr Type.
311E Elm
Ultracon
1W Elm
Ultmcan
311E DeWaB
Ulfram"
1!4' 1leWalt
Uitram"
5f1E Elm
Uliracon
3ltE Elco
Ulbacon
1!4' FJco
Ultramn
311E DeWeli
Ultramn+
1!4" DeWalt
Ultracon+
tl4" SS Elco
A ggre0atw
511E Elco
l6tracon
tl4' SS Elco
AggreGalor
#10 Steel
Screw(Cf)
#128teel
Screw(GS)
#/2 Steel
Scnw(cs)
(Ibs)
Edge Distance en):
V
2-172'
r
2-1rr
1'.
2-vr
1'
2-1re
3-1/8'
r
2•11r
r
2•11r
r
2-i/r
1^
2-Vr
r
3.1/9'
r
0.48"
0.W
0s24'
Embedment Link
1-T4-
1-&4"
1.3I4-
1-314'
1-T4'
13l4'
tal4'
1314'
r
1-1/4'
1.1f4'
1.1/4'
1.1/4"
1-1l4'
4'
7-1/4'
1-1f4^
1-i14'
r
1318'
131E
cedes
2 AnchoB () 4.75' Min. O.C. ! Standard
or Offset fSip (Fig. U
390lbs
3901b5
450 Ibs
6901hs
310lbs
630 Its
2201bs
870 Its
16441bs
270Ibs
260 ibs
35410s
740 @a
230 Ibs
lbs
580lbs
374 ma
664 Bra
946lbs
341 lb.
442lbs
560 IM
4 Anchors @ 1.1E Min. O.O! StandaN
(or Ousel) Clip (Flg, 2)
480lbs
7000.
WA
WA
320Ibs
1260lbs
370lbs
WA
WA
WA
360 Ms
WA
WA
WA
WA
WA
WA
WA
682 lbs
885160
1120 Ws
4 Amhara @ 3' Min. O.C.! (2) 2r5 Angle Clips / (Flg. 3):
780lbs
780 lbs
680 Ibs
1560 Ibs
620lbs
12M lbs
440lbs
17401bs
16961bs
540 ins
560 fbs
WA
760 Bra
460 Ibs
T740rbS640lbs
lbs
1160lbs
748 gs
Mo @s
18921bs
682 ins
8851bs
11203Anchors
@ 0.45'Min. O.C.1 UCllp, Into.125Alun. (Flg. 4)
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
10731
Anchm/ F47p (FI&Sr
1951bs
195Ibs
2251bs
4451bs
155lbs
315lbs
110lbs
4351bs
B22Ns
135ins
14010s
177IEs
370 lbs
115lbs
bs
290 lbs
3321bs
4731�
1701Ds
"o
221 Ibs
280Ibs
2Anchos@1.1EMfa.O.QIF-Clip(FI& 0):
240[be
350lb,
WA
WA
i601bs
8301bs
1&51os
WA
WA
WA
190 Ibs
WA
WA
WA
WA
WA
WA
NIA
lbs
44214a
5601bs
NU 1 E: I -UK 1 HE Ut•t•SE 1 L;Ut', USE I HE SAME ANCHUK PAT TERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURES:
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 ANDIOR OPENING WIDTHS IS ALLOWABLE.
3125"
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
.500"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
i
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
1" X 3.125' X .5' MULLION
LEAST.125" THICK AND A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
(1' VF MULLION)
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
PRODUCT REVISED
as comp)yin with the Florida
Building Coda
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By l/
Miami -Dade Product Control
,\"oO LYNN `
�✓i
, L1GENgF' • ��F
�. No.58705 •�
90
J3 TE%F�7
10NAL 'E:�•�•
A. LqO MILIk P.E.
FL P.E.# 58705
TABLE 6A
Mullion Capacity Table (lbsffe)
ANCHOR CAPACITY
Opening Width (fornertically-spanning
mullions) or Opening Height (for horizontally-spartr ing =Cons)
ADJUSTMENT FORMULA:
50 in
60 in
701n
80 in
90In
100 in
12o in
140 in
160 in
ANCHOR CAP.,,",,,,",
iX4X.125
Rectangular
i-oading
Trap/Tdang.
Lwcrmg
Rectangular
LoaSmg
Thp/Tdang.
Loading
Rectangulm
Loading
LaLoadn9
cta(DP,®)X
Loading
Loading
Lowing
Loedn9
Loading
Loamtg
ladng
Loading
Loading
Ladng
LoafingAlum.
MULLIONCAP.,a,,,��
Tuba�,
a;
a
as
a°9
@
��.a:
o
`§&
_^____
9
§
�y
3a
try5
��,
�o:
g
asp
�
¢
err
��'
�¢
E�
h
¢
o.
��.
a3
¢
a
�o
5a
d`Ie
f�.
,.
�3
�rc
ff
��,
s&
�¢
=ANCHORCAP.,e,
USE THIS FORMULA TO OBTAIN
THE"ANCHOR CAPACITY
REQUIRED"CORRESPONDING
1 AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
8M
170.00.0
I
992
170.0
619
170.0
1116
170.0
521
170.0
1240170.0
521
170.0
1468
170.0
521
145.8
1499
170.0
521
127.6
1489
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.00.0
1133
170.0
661
170.0
1275
170.0
677
156.3
1303
170.0
6M
130.3
1303
170.0
680
111.7
1303
170.0
680
97.7
1383
170.0
680
OPENING, WHEN IT IS LOWER
50.6251.
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1048
170.00.0
1195
170.0
723
156.1
1236
170.0
747
140.6
1235
170.0
766
117.1
1235
170A
7W
100.4
1Z35
170.0
766
87.8
1235
170.0766
THAN THE MULLION CAPACITY
54In
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.04.4
1158
170.0
803
1372
1158
1T0.0
M7
123.5
1158
170.0
858
102.9
1156
170.0
861
M2
7158
170.0
661
772
11s8
770.0
B81
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
6o in
170.0
885
170.0
701
166.7
1042
170.0
797
1429
1042
161.1
5.1
1042
146.7
815
1112
1042
'136,8
601
100.0
1042
130.2
781
614
1042
12&1
762
71.5
1042
125.1
782
MIS
1042
125.1
782
YIELD A MINIMUM ANCHOR
Min
170.0
930
170.0
745
1512
992
163.6
816
129.6
M
144.43.4
992
131.0
782
100.8
992
121A
765
90.7
992
114.8
768
75.6
892
108.4
745
64.8
S92
108.0
7"
56.7
992
108.0
744
CAPACITY WHICH MAY BE
MN
1M.4
847
170.0
789
137,8
947
148.0
786
11&1
947
130.3
768
1M.4
947
117.7
752
81.9
947
1oa.7
738
627
947
1022
727
M.9
947
95.1
713
59.1
917
94.0
771
51.7
947
94.0
711
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
rn
m
72ht
135.9
849
1427
737
1132
849
12I.6
722
97.0
849
106.9
708
84.9
B49
%.4
6%
75.5
849
88.7
688
87.9
849
827
676
66fi
849
75.3
659
48.6
849
725
652
425
849
724
651
ANCHOR CAPACITYTABLE
761n
115.5
762
120.7
665
96,3
762
1026
6W
825
762
90.0
640
722
762
80.9
fi29
642
762
742
520
57.8
762
692
613
48.1
762
628
602
41.3
762
59.9
597
36.1
762
59.4
595
78 in
1069
724
111.4
SM
89.0
724
94.6
621
76.3
72A
879
609
1 66.6
1 724
74A
599
59A
724
68.1
591
63.4
724
63A
5S3
44.5
724
57.3
573
382
724
$4.3
WT
33.4
724
5315
565
90in
69.0
543
71.8
483
58.0
543
60.7
474
49.7
543
6"
468
1 43.5
543
47.1
468
MIS
1 643
42.8
452
34.8
543
39.5
446
29.0
543
34.9
436
24.8
1 643
321
1 430
21.7
643
30.7
1 426
98In
67.3
478
58.9
427
47.8
478
49.7
419
40.9
478
432
412
35.8
478
38.5
408
31.8
478
34.6
400
28.7
478
32.0
395
23.9
478
28.1
386
20.5
478
25.6
38D
678
1A2
378
1081n
40.3
377
41.1
341
33.5
377
34.6
335
28.8
377
30.0
330
25.2
377
26.6
325r2?
377
24.0
321
20.1
317
220
317
16.8
377
19.0
310
14.4
377
17.11111n
37.1
357
37.8
37.3
30.9
357
31.8
318
26.5
357
27.6
313
232
357
24.4
309
357
22.0
305
18.5
357
20.1
301
15.4
357
17.4
294
:17.9
1201.
29.3
308
29.8
279
24.5
306
25.1
274
21.0
300
21.7
270
18.3
3%
19.2
2fi7
306
17.3
2M
144[n
ITT
212
172
IN
TAR[ F AR
Substrate:
27k 0-tit
3k Concrete
3.5k Core.
H.11" emu
Filled CMU
PT Wood
Mew
Anchor
CapactLy
(Ibs)
AnchorTyPa
3119• EIw
UI1lacon
1/4• Elco
Ultracon
311E OeWa3
Uffmcon+
114" DeWalt
Ultmcun+
5116" Elco
Ultracon
3`16 Elcc
IAlmcon
1/4" Elco
Ullratim
3116• D.Wait
Ullmcros+
114• DeWa11
Ultracon+
1/4• SS Elea
AggreGator
916• Elco
Ultracon
W SS EIao
AggreGater
410 Steel
Scm(135)
#12 Steel
Sc"(GS)
912 Steel
Scrm(G5)
FAge Dist -(in):
1'
2-1/2
T
I 2-17
1"
2-1M
1•
217
3.1/6"
1•
2.1/2"
1"
2.112
1"
&11T
1•
2-11T
2
3.1/8•
2
0.48"
0-14"
0.324'
Embedment(n}
1314"
1314"
1-W
1-T4'
I-W
13W
1314'
1314•
2•
1.114•
1414'
1.114"
1.114"
1-1/4•
1-IM
14W
1-1w
1-1w
1-114•
Z"
1318•
1-318"_
.6.5
A.M. 2 @ 4.75' Min O.C. / Stench
d or Offset C8p (Fig. 1&2j
390 His
390 rm
45011s
8901hs
310 his
630 His
2201bs
67016s
164416s
270 Ibs
280 His
354 Ibs
7401bs
230 Ibs
3701bs
320 Ibs
5W gm
374 Ws
654 Ins
94e lbs
341 Ilm
442lbs
6W ins
4 Amnon; @ 225• Min. O.C. / Standard (or Offset) Clip (Fig. 3x
7001hs
700 His
580 Ibs
141016s
6201bs
125D Ibs
4201bs
1720 ins
9521bs
WA
5110 Ibs
WA
We lbs
390 Ibs
T40 Ibs
510 lbs
106014s
WA
880 gs
WA
65216s
M Iris
1120 Ibs
8 Ar4h= @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4i
98D Ibs
14001bs
WA
WA
8401bs
25201bs
7401bs
WA
WA
WA
760 ft
WA
WA
WA
14801hs
WA
WA
WA
WA
WA
1363 Ibs
17701bs
2240 ins
4 Amho. @ 3• Mtn O.C. / (2) 2t5Angle Clips / (Flg. 5):
760lbs
7801bs
6110lbs
1660 @a
62016s
1250lbs
4401Ds
1740 U.
16%lbs
5401hs
5601bs
WA
7601bs
460 Ilia
74011s
6401b5
1160 Ibs
7481bs
MO lbs
1892Ibs
682 lbs
68516s
1120 ins
6Arohas@ 3' Min O.C.1(2) 2t5 Ang'.o CUP. /(Flg. 87
11701bs
11701bs
10401bs
23400s
93D IDs
18g01bs
6601bss
26io nn
211441bs
wo eta
840 ins
WA
'1140ibs
6901bs
1110 ns
ow Ibs
174010s
11221ba
132016s
Za38 ins
10221ts
132716s
l--
4 A,w ®0.45• Min. O.C. / UCBR Inlo.12F Alum (Flg. 7}
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
14301b9
2A.h- @ 2.25• Min. O.CJ F-ap (Rg. 8k
350IW
350 ft
290 lbs
705 Ns
310lbs
630 lbs
21016s
860 ins
476 @a
WA
280 ft
WA
3151bs
195 mt
370 r.
25.5 ma
5M ft
WA
4401ba
WA
341 Ibs
4421ba
5601hs
4Arlctlos @ 1.15• Min. O.C./ F-Qlp(Rg. 9}
4801bs
700IDs
NIA
WA
3IDIbs
126D Ibs
3701he
WA
WA
WA
360Ibs
WA
WA
WA
740 H.
WA
NIA
WA
WA
WA
652-
8851ba
1120Ibs
nut C: rvK tnc vrr-1.1, UOC IM=Q-ANV niJKrAl 1CKn AKUHIVLnUKVALUC3A.7 I M0 I MUAKUl:UK
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
• • • • • • • • •F • •
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 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
FIGURE 5:
FIGURE 6: FIGURE 7:
• • • •
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
• • •
CONCR• BLOCK UNIT O SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
GO)
SOUTHERN PINE WITH ANOF 0.55. ALUMINUM SHALL BE 06 T5 AND BEA MINIMUM OF12" THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045"THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.125" THICK
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
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.
--j 1.000" j-
4.00W
L-� .125"
7'X4'X.125r
MULLION
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 20-0406.03
Fapirotion Date 05/26/2026
By O:
MlamF-Dade Product Control
11111111i//
No.58705
,O� S OF
F
/ONAL �"G``•
A. LYNif MILLER, P.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table (lbsIR2)
ANCHOR CAPACITY
1 x 4 x.375
Opening Width (for verlically-spanning
mullions) or Opening Height (for horizontally -spanning mNlions)
ADJUSTMENT FORMULA:
(DP-) X jANCHORCAP.__j
MULLION CAP.,,a„
50m
60in
70in
80in
go in
100in
1201n
140in
160in
Rectangular
Loafing
Trapridang.
Loedmg
Rectangular
Loading
Trep/Triang.
L-Eng
Rectangular
Loading
Tmprtdang•
Imdng
Rectangular
Loading
Traprild na•
Loading
Rectangular
Loading
TraplRiang.
Loedag
Rectangula
Loading
TrepiTdang.
Loaning
Rectangular
Loading
TrepRdang.
Loafing
Reclangdlar
Inading
TrspRdang.
Loading
Reclangrrler
Loading
TrsplTdang.
Loafing
Alum. Tuubabe
_-
��.
�
mod'
a`a°'
`
_.
22�
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2�.
3
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9r
3
2�.
t
�'
��
ge
51
��
2a
Is
d`o=
59
�k
a�
s•
-b
arc
5f
8
2�.
NMullion
a'9
�
Iz
5ff
3g
err
t15�1
��'
1M
�8
��
t�
d`rc
ia
��
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b�
¢
5�
��
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a:
5�
��
2-
3e
bg
¢
3€tS
5a
�R
s-
a&
a
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8�
g'
rc
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a
z
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d
rc
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=g
ter✓.
is
as
p
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r=ANCHORCAP.®
ts_
�
USE THISFORMULATOOBTAIN
THE 'ANCHOR CAPACITY
REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENTFORTHE
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
865
170.0
5W
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
MI
170.0
1735
170.0
521
170.0
1980
170.0
521
481n
170.0
708
170.0
524
170.0
850
170.0
584
170.0
M
170.0
630
170.0
1133
170.0
681
170.0
We
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
1983
170.0
680
151.8
2024
170.0
beg
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
758
17D.0
1793
170.0
756
156.0
1919
170.0
756
138.5
1919
170.0
756
THAN THE MULLION CAPACITY
'
54 in
170.0
797
170.0
612
1.70.0
956
170.6
691
170.0
1116
170.0
764
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1694
170.0
it%
159.9
1799
170.0
861
'137.1
1799
170.0
$81
120.0
1799
170.0
861
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
60 in
170.0
885
170.0
701
170.0
1063
17D.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
098
155.5
1619
170.0
1033
129.6
1619
170.0
1063
111.0
1619
170.0
1063
97.2
1619
170.0
1063
YIELD A MINIMUM ANCHOR
631nn
17MO
9M
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
170.0
1488
170.0
1015
158.7
1542
170.0
1076
141A
1542
170.0
1122
117.5
1542
168.5
1158
100.7
1542
167.9
1157
88.1
1542
167.9
1157
CAPACITY WHICH MAY BE
ADDITIONAL
�
661n
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170.0
INS
142.8
1472
168.6
1148
128.5
1472
158.8
1130
107.1
1472
147.8
1108
91.8
1472
146.0
1104
60.3
1472
146.0
1104
USED TO QUALIFY
ANCHOR OPTIONS FROM THE
721n
170.0
1063
170.0
878
170.0
1275
170.0
1009
150.8
1320
168.2
1101
1320
1320
149.8
1082
117.3
1320
137.8
1066
105.6
1320
128.6
1049
88.0
1320
W.0
1OZ4
75A
1320
112.8
1013
66.0
1320
1125
1012
ANCHOR CAPACITY TABLE
761n
170.0
1122
170.0
937
149.6
1184
159.4
1013
1282
1184
139.9
994
1122
1184
125.7
978[4-9.5
e.7
1184
115.3
964
89.0
1184
107.5
952
74.8
1184
97.6
035
64.1
1184
93.1
927
56.1
1184
92.3
925
M
781n
168.1
1124
170.0
957
138A
1124
147.0
965
118.6
1124
128.8
947
103.8
1124
115.6
83123
1124
10S.8
918
83.0
1124
98.5
9W
692
1124
89.0
890
69.3
1124
84.3
881
51.9
1124
83.2
878
90 in
1061
044
11U
750
90.1
It"
94.3
736
77.2
844
821
724
97.6
844
73.3
7120.1
044
66.6
702
64.0
844
61.4
693
46.0
844
SU
678
38.6
844
60.0
668
33.8
8"
47.7
am
86 in
89.1
742
91.5
663
742
742
77.2
652
63.6
742
07.2
641
55.7
742
59.6
631
742
54.1
622
44.5
742
49.E
614
37.1
742
43.6
600
31.8
742
39.8
590
27.8
742
37.5
51081n
626
586
63.9
530
52.1
586
53.8
521
44.7
See
46.6
513
39.1
686
41.4
WS4.8
566
37.3
498
31.3
586
342
492
7E:1
WS
29.6
481
27-3
586
26.6
472
19.5
586
24.7
466
111in
57.6
555
58.6
503
48.0
555
49.5
495
412
50
429
487
36.0
555
38.0
4002A
655
34.2
473
28.8
655
31.3
467
24.0
555
27.1
457
20.6
655
24.3
418
18.0
556
22.4
442
120 in
45.6
475
46A
4M
30.0
475
39.0
425
326
475
33.1
420
28.5
475
29.8
4145.3
475
25.8
409
228
475
24.5
404
19.0
475
21.1
395
16.3
475
18.7
387
14.3
475
1 22
381
144 in
26.4
330
28.7
305
220
330
22.4
301
18.9
330
19.3
297
16.5
330
17.0
293
TARI F 7R
Substrate:
27k Concrete
3k Concrete
3.5k Cone.
Wum CMU
FOled CMU
I PT Wood
Metal
Anchor
Capacity
Meter Type:
3/16' Ow
Uilrecm
1W Ben
Uitracen
3116" DeWell
19Uacom
1/4' D.Well
Ultne. r
5116" Elco
Ultracon
3116' Elco
U11mcorl
1/4" Eico
UI12can
3116" DeWalt
Ultmco
1/4' DeWait
utmwn+
1/4" SS Elco
AggreGalor
5116" Elco
Ullmcon
1W SS Eico
AggreGalor
#10 Steel
Sonw(G5)
#12 Steel
Scmw(G5)
012 Steel
Scnm(G5)
(Ibs)
Edge Distance pn):
1'
1"
2.12
P
2-VP
V
2-U2
31/6'
1"
2-12'
1'
2-12'
1'
24W
1'
2-10
2
31/0'
2"
0.48'
0.5r
0.32C
Embedment (nK
14W
13r4'
13w
1314'
1-314"
1314'
1314'
T
1.1/4'rWA
1-1/4'
1-114'
1-1/4'
1-U4'
1-1/4'
1-1/4'
1-1/4-
1.114"
2
13B"
1.300'
lades
2 Anchors (8 4.75' Min. O.C. / Standard
or Offset Cup (Fig. 182):
3901b.
450lbs
690 On
310 rnd
630 ins
22016s
SM Ibs
16441bs
270 Ibs
3541ns
7401bs
2301b.
370 ins
320Ins
5W W.
374 ins
6641bs
9461hs
341 Ibs
442 M
5W Ib.
4 Anchors (8} 225" Min. O.C. / Standard (or Offset) Olp (Fig. 3).
700lbs
5WIbs
1410 Ns
6201bs
12601bs
420 ins
17201bs
952 ins
WA
WA
630Ibs
3901bs
740 Na
5101hs
1050 ins
WA
880 Ibs
WA
682Ib9
885Ibs
11201bs
8 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Flg. 4K
9601bs
r700ibs
WA
WA
64D ibs
T520Ns
74D 0a
WA
WA
WA
WA
WA
WA
14801bs
WA
WA
WA
WA
WA
1363Ibs
1770Ibs
22401bs
4Anchors ® 3"Min.O.C./(2)2a5AngleCops/(Flg.5T
780lbs
6801bs
15601bs
620lbs
12601bs
440lbs
1740lbs
18%lbs
5401hs
WA
760lbs
46DIbs
7401bs
64010s
11501Ds
7481bs
88DIbs
1892Iba
6821bs
W51bs
1120Ibs
6 Anchors ® TMin O.C. / (2) 2c5Ang%Cups / (Flg. BK
11701Ds
1020 lbs
23401hc
MOIbs
18% Ibs
660 Ibs
26101bs
28441bs
8101bs
WA
11401b.
6901bs
11101bs
9W Ibs
17401b.
1122 @s
1320Ibs
2838@s
1022ins
13Z71bs
168014Anchors
@10,45 Min O.C. Itl-alp, into.125Alum. (Flg. 7):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N.
WA
WA
WA
WA
WA
WA2
Anchors Q 22V Min. O.CJ F-C ip (Flg. BK
350lbs
290 Ibs
7os Ise
mo im
630 Ibs
210 Ibs
B601bs
476 Ibs
WA
WA
315lbs
195lbs
370 Ibs
255 ins
5301bs
WA
WO Ibs
WA
341 Ind4
Amhcm a 1.15' Min. O.C/ F-Clip (Flg. BK
4801bs
70016.
WA
WA
32) Ind
126010s
3701bs
WA
WA
WA
WA
WA
WA
1 7401bs
I N
WA
WA
WA
I WA
682 ins
BBS lbs
1120Ibs
PRODUCT REVISED
as comp Ing with the Florida
Building ode
NOANo. 20-0406.03
Expiration Date 05/26/2026
By l'.�
M[am]--Dade Product Control
NOTE: FUR IKt OH-bl:I GLIY, USt Itit: ;SAMt ANGKUK VA I I hKN AM ANGKUK VALUtS A5 T Hh S IANUAKU GUY. -� 1062- r.- --j 1000" I-^
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: 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.'I LYIV
• • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��\`'��.•' �10ENSFj�` �'
• • • • • • • • • • 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 4.000"a2T
4.000"a2T
_ . No. 58705
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7:
• • • ♦ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND Z 0 O
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE % ,(� : • ��
• • • • PRESSURE-TREATED3-T5ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE IFS •'•F<ORIDP.• •'G��; .
6063-T5ANOBEAMINIMUM OF.125"THICK. STEEL STUDS TOBEAMINIMUMGRADE33AND.045"5"5"O/VAL
THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ANCHORS I � ///71) 1t11111
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 1° X 4' X .375" 1" X 4° X .375' A. LYNN NII 1 R, P.E.
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 'T"-MUWON MUWON FL P.E.# 58705
TABLE BA
Mullion Capacity Table (lb9litz)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,,,,.,,",
(DP®) X (MULLION CAP..®,,,,
Opening Width (forver(ically-spanning
mullions) or Opening Height (for horizorlleliyspanNng mullions)
50 in
6D In
TO In
80 in
90 in
1001n
120 in
140 in
1601.
125" x
3.188" %
Rectangular
Loafing
Trap/rdang.
Loading
Realer ar
Adi
Loafing
Tia Tian .
ea g
Leading
Rectangular
in
Loading
Tra dan
ea &
Loading
Rectangular
in
loading
Tta don .
p/T g
Loading
Rectangular
Leading
Tre p/Thang.
Loading
Rectangular
Loading
TrapRdan9.
Loading
Rectangular
Loading
TraplTdan9.
loading
Rectangular
lancing
iFapRden9•
Leading
Rectangular
Loading
TrdplTdanB•
Loafing
J!85" Alum
Tube Mull
o
€�
��
�B
s
8�
��
B
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a=
a
5�'
sg
k
$
r
k
fi
s�
a
�G
89
r'
�'
err
$
€�
`9g
f�
P
A�
=e
`da:
£
A
5f
��
Al
Ae
z.g
d`rc
k
A
gg
'��
fr.
5
m
a
c
¢ie
i
8�
�'g
f�
r=
-&
d`�
i
§�
9`g
sue,
��
tR
�¢
d
S�
-��
E�
mG
Lin
d`
�'
d
§
g8
E�
8
gg
�rc8
r
o�
�&
��
r
��
8
��
�'
�¢
a
K
`�
��•
�
E�
r_
m�
8$
k.
g
d¢
a
8
5
58
E�
a
I$
b.�
£�
��
r
o�
s�
��
p
"�
s.g
-5
a`re
g
1's�
3&
��
a
i�
a.�
g�'
dirt
g
��
g�
x
R
bA
€Q
d`rc
9
='g
E�
t3
3
arc"
=ANCHOR CAP.,®
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
606
170.0
992
170.0
$19
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
151.6
1769
170.0
521
481n
170.0
700
170.0
524
170.0
B50
170.0
584
1T0.0
992
170.0
63D
170.0
1133
170.0
661
170.0
iZ/5
170.0
677
170.0
1417
170,0
680
154.8
1548
170.0
680
1327
1548
170.0
690
116.1
1518
170.0
860
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
60.6M 1.
170.0
747
170.0
563
170.0
896
170.Q
631
170.0
1046
170.0
684
170.0
1196
170.0
723
170.0
1345
170.0
747
167.0
1468
170.0
756
139.2
1468
170.0
756
119.3
1468
170.0
766
164.4
1466
170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170.0
612
170.0
SW
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
193.1
1376
170.0
837
146.8
1376
170.0
856
1223
1376
170.0
861
104.8
1376
170.0
WI
91.7
1376
170.0
Set
- (FROM THE TABLE) I THE
SELECTED MULLION. IT WILL
60In
170.0
885
170.0
701
170.0
1063
170.0
797
158.9
1158
170.0
878
139.0
1158
167.4
93D
123.6
1158
156.6
919
1112
1158
150.0
912
92.7
1158
144.8
905
79.4
1158
1".8
905
69.5
1158
144.8
905
.
YIELD A MINIMUM ANCHOR
63 in
170.0
930
170.0
745
160.1
1051
170.0
850
1372
10M
155.9
SIM
120.1
1051
1420
648
108.7
1051
132.3
837
86.1
1051
125.7
83CI
80.1
1051
119.5
822
68.6
1051
119.1
am
60.0
1051
119.1
821
CAPACITYWHICH MAYBE
ZS
dig In
167.1
957
170.0
789
139.3
957
151.6
805
119.4
957
134.0
790
104.4
957
121.6
777
S28
957
1128
761
83.6
957
106.6
759
69.6
957
100.0
750
59.7
957
98.9
748
522
957
98.9
748
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
m
m
72 in
128.7
804
1352
698
107.3
804
1152
664
91.9
604
101.3
671
BOA
SO4
91.4
660
71.5
804
84.1
660
64.4
804
7e.9
643
53.6
804
773
933
46.0
804
69.9
629
402
804
69.8
628
ANCHOR CAPACITY TABLE
cc
761n
109.4
722
1 114.4
63D
912
722
1 97.2
1 618
1 752
722
85.3
606
68.4
722
76.7
596
60.8
722
70.3
588
54.7
722
65.5
580
45.6
7M
69.5
ti70
39.1
722
56.7
W5
342
722
562
564
rm
76 in
101.2
M5
105.E
600
84.4
S85
69.6
588
723
685
78.5
5T7
63.3
685
70.5
.568
562
685
64.5
560
50.6
655
60.1
553
422
685
64.3
543
362
685
51A
537
31.6
865
50.7
536
515
68.0
457
54.9
515
57.5
449
47.1
515
50.1
441
41.2
515
44.7
434
36.6
515
40.6
428
33.0
515
17.4
422
27.5
515
33.1
413
23.5
515
30.5
407
20.6
515
29.1
404
54.3
453
55.8
404
45.3
453
47A
397
38.8
453
41.0
391
33.9
453
36A
385
30.2
453
33.0
379
Z72
453
30.4
374
22.6
453
29.6
366
19.4
453
24.3
360
17.0
45336.1
19065.9
358
39.0
323
31.8
358
32.8
318
27.2
358
28A
313
23.8
358
252
308
212
356
277
304
19.1
3M
20.8
300
15.9
358
18.0
293
35.1
338
35.8
306
29.3
338
30.1
301
25.1
338
26.1
297
22.0
338
23.2
293
19.5
Me
20.9
289
176
338
191
285
27.8
29D
28.3
254
232
290
23.8
260
19.9
290
20.6
256
17.4
290
18.2
253
15.4
290
W.4
24918.1
201
16.3
166
-
TABLE 8B
I
substrate:
27k Concrete
3k Concrete
ask Conc.
11011ow emu
Filled CMU
PT Woad
Metal
Anchor
Capacity
AnchOrT 7�
311E Me
UK--
114" Elco
Ulnacon
311E OeWelt
URracoM
1 114" 11-L
Nlencont
511E Elea
Ullracon
311E El..
Ulbacon
1/4' FJco
Ukracon
3116' DeWall
Ultr aant
1/4' D.Walt
UllracoM
1W SS Elea
AggreGator
511E Eica
Ultrecen
1/4" SS EIm
AggreGator
910 Steel
Screw((35)
612Steel
Screw((35)
912 Steel
80rew(G5)
(Ibs)
C-tlge Distance Qn7.
1'
2-1/7
1'
2-12'
1'
2-1/Y
1'
2-t/7
31/0'
1"
2.1IY
1'
2-112'
1'
2-1/2
7
31/8"
7
0.4E
0.54"
0.324"
Embetlment 0nl
1-TC
I-W
1-W4"
1-3/4-
13r4-
1,/4"
I-W4'
1.3rd'
7
1-1/4"
1-1/4'
1-1/4'
1-1/d'
1-1/4'
1-1/4'
1-t/4'
14W
7
13/E
1-3w
cedes
2 Archers ® 4.7E M r. O.C. / Standard
or Offset dip (Fig. p:
390lbs
390 Ibs
4501bs
8901bs
mo Ibs
630 Ibs
220lbs
870 I�
1644 Ibs
270 Ibs
74016s
230 Ib3
370 Ibs
320 lbe
580 Ibs
374lbs
664 Ibs
94816s
341 Ibs
44216s
560 ties
4 Anchors C 1.1E Min. O.C. / Standard
(ar Offset) CSP (Fig. 2r
480lbs
700lbs
WA
WA
32D lb.
12501trs
370 lb.
WA
WA
WA
WA
WA
7401bs
WA
WA
WA
WA
WA
662 lbs
8851bs
112016s
4 Anchers®3' Min O.C. 1(2) 2c5Angle Clips I(Fig. 3k
780lbs
780 lb3
68D Ibs
1560 We
620lbs
1260Ibs
4401bs
1740 Ibs
1896lbs
6401be
13BOIbs
IWA
76D ft
460 lb.
7401bs
640Its
1160 Its
7481bs
8801bs
18921bs
682lbe
WSfle.
1120 Ibs4A.h-(M0.4EMln.O.C./U.aip,Into.125Alan.(Fig.4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1430 Ibs1
Anchar/ F-6p (Fl9. 5}
t551bs
1951bs
2251bs
4451bs
1551bs
315 lbs
110lbs
435 lbs
822 ins
1351be
370 ins
1151bs
1851bs
1601Us
2901bs
1871b3
3321Gs
473lbs
170 Ibs2
Anchere®1.15' Min. O.CJ F-Mp(Fig, 6):
24D Ibs
3501bs
WA
WA
1601bs
6301bs
185lbs
WA
WA
WA
WA
WA
370 lb.
WA
WA
WA
WA
WA
3911b3
442Ibs
5�Ns
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE I: FIGURE Z
FIGURE 3:
ANGLE
CUP 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 AND70R OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS TOBEAMINIMUM 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 8 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as eomplyyiIngg with the Florida
Building i.`oda
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Mlamt-Dade Product Control
NY......
* : No. 58705 %
�o�•. STA E F ��
//"9 VAL EN.�`'.
A. LYNW Mk2ER, P.E.
FL P.E.# 68705
TABLE 9A
Mullion Capacity Table (Ibs/fe)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP ) X ANCHOR CAP.,m,,-N
MULLION CAP. --I
Opening Width (for vertically -spanning
mullions) or Opening Height
(for horizontak-spanning mulions)
501n
60 in
701n
80 in
901.
1001n
120 In
140 in
160 In
1.261 0
x .100
Rectangular
Loasling
TaprTdang.
Loading
Rectangular
Loading
Trapfrdang.
LnaT.9
Rectangular
Loading
Traprildaaf.
Loafing
Rectangular
loading
Trep/Tdang.
Loading
Rectangular
Loading
Trep'fdang.
Loadng
Rectangular
loading
Trap/Triang.
Lmdirg
Rectangular
Loading
TmpfTdeng.
Loading
Realengular
Loading
TraprTriang.
Loading
Rectangular
Loading
TaplTdan9.
Loading
Alum. Tube
Mu01oa
TH
Yi
8�
�
Tidy
�
8�
a
�
�
8
&
d^
11
B
$$
d
��,
8�
n
B
n
&
_3
gp
7L�
8�
�
8
3:�dF
�
�B
8��
q
8
1
iY
dam^
S
$
,;_.
8
�
88
_
s
a
p
�
g
E
r
�
8$ $
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE"ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
Me
170.0
992
170.0
619
170.0
1116
170.0
521
"1.,
1118
170.0
521
127.7
1118
170.0
521
109.5
1118
170.0
521
95.6
1118
170.0
521
48 In
170.0
708
170.0
524
170.0
850
170.0
584
167.6
978
170.0
630
146.7
978
170.0
661
130.4
978
170.0
677
117.3
978
170.0
680
97.8
978
vao
680
s3.9
g78
170.0
680
73,3
978
170.o
680
REQUIREMENT FOR THE
50.625 In
170.0
747
170.0
563
170.0
898
170.0
631
150.7
927
170.0
684
131.9
927
166.5
708
117.2
927
159.1
699
105.5
927
156.3
698
87.9
927
156.3
695
75.4
927
156.3
695
65.9
927
156,3
695
OPENING, WHEN R IS LOWER
54 n
170,0
797
170.0
612
154.5
869
170.0
691
1325
869
153.9
683
115.9
$69
141.e
669[40.1
869
134.0
660
92.7
869
129.8
054
77.3
669
129,8
652
88.2
889
128.8
652
67.9
669
12a8
652
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
6081
143.2
748
153.8
834
119.4
748
132.3
620
1.3
746
117.8
600
88.5
146
107.8
589
748
101.0
692
71.6
748
88.8
567
59.7
748
933
583
51.2
746
93.3
583
44.8
746
9,3.3
583
SELECTED MULLION. R WILL
93 n
123.7
677
1320
579
107.1
877
113.2
568
SB.d
87)
100.d
555
773
6T7
91.4
548
377
BS2
539
81.9
677
81.0
574
31.8
077
77.0
529
442
677
78.7
52B
3a7
677
78,7
529
YIELD A MINIMUM ANCHOR
BB in
107.E
617
114,1
530
69.7
817
87.8
519
76.9
617
86.3
509
67.3
617
78.3
600
617
72.0
194
53.8
617
88.7
4B9
44.8
617
84.4
463
38.4
617
63.7
482
33,6
617
63.7
4s2
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
72 In
82.9
518
07.1
450
69.1
519
74.2
440
69.2
518
65.2
432
51.8
519
68,8
125
518
54.2
419
41A
518
50.7
414
34.6
516
46.6
408
29.6
518
45.0
405
25.9
518
45.0
405
ANCHOR OPTIONS FROM THE
78 n
T0.5
465
73.7
408
58.7
465
62.8
398
50.3
465
649
390
44.1
465
49.4
384
465
di3
37B
35.2
485
422
374
294
483
363
367
25.2
465
38.5
364
220
465
362
363
ANCHOR CAPACITY TABLE
78 In
65.2
441
68.0
38T
54.3
441
57.7
379
48.6
441
60.6
372
45A
366
441
41.6
380
32.6
.1
30.1
358
27.2
"1
34.9
349
23.3
441
33.1
346
20.4
441
327
345
so in
42.4
332
13.8
295
35.4
332
37.0
289
303
332
323
284
28.8
2110
23.s
332
26.1
276
21.2
332
Z4.1
272
17.7
332
21.3
211
T52
=
19.6
262
13.3
332
18.7
250
9635.11
260
29.1
291
30.3
256
25.0
291
2SA
252
23.5
248
19,4
291
21.3
244
17.5
291
19.5
241
14.6
291
17.1
236125
297108
n
24.6
230
25A
208
20.5
230
21.1
205
17.5
210
18.3
201
t4RB441
162
198
22.6
218
23.1
197
18.g
218
19.4
194
16.2
218
16.8
191
14.9
188
:##
120 n
17.9
197
18.2
170
14.6
187
15.3
1674#
TABLE 9B
Substrate:
2.7k concrete
3k Concrete
3.5k Cone.
Hallow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
ArwhorType.
311E Elco
Ultmcon
1W Elm
Ullrawn
311E DeWalt
Ultr8com
1W D.W.lf
Ulbacon+
Sr1E Elco
Ntracon
311E Elm
Ullracon
1w Elan
Ultram.cor+
Oewelt
1W DeWalI
Ulm.."
1/4• SS Ek:o
AggafGatar
511E Elco
Ultramn
1/4' SS Eko
AggreGator
MOSteel
Screw(G5)
#12 Steel
Screw(GS)
#12 Steel
Screw(G5)
QbS)
Edge Met-(int
1-
2-12"
1"
2-10
1'
2-VT
1'
z-1-
--
1•
2-12'
1'
2-11T2-1/2
1•
2-11I
Z.
3118'
2'
0.4E
o.54•
0.324'
Embedment (Int
1-314'
1-3/4•
I-W
1-Wr
1.314•
1314-
1.314'
13f4•
21
1-7/4'
1-114"
1.1/4"
1-1/4'
1-111
1-1/4'
1-114"
1-V4"
1-114"
T
13/8"
1.3/0'
Was
2 AncMs 4.75 Mn. O.C. / Standard
or Offset CSP (Fig. 1):
3901bs
38016^.
450It.
890 gs
3 00lbs
630lb.
220lb.
8700.
1644Ito
2701bs
280Ibs
354ls
7401hv
R46lb
370 ID!
320 @3
580 We
374 Wa
664lbs
948 @s
341 Ibs
442 Ibs
560Its
4 Anchors ® 1.1E Min. O.C. / Standand
(or Offset) C6p (Fig. 2t
480lbs
7001bs
WA
WA
3201bs
1260 firs
3701ha
WA
WA
WA
38016s
WA
WA740
Its
WA
WA
N/A
WA
N/A
682It.
885 Ibs
1120Ibe
4 Anchos ®3" Min. O.C.1(2) 2r5Argle Cops / (Fig. 3t
790lbs
7801bs
6801bs
15601be
620lbs
1260lbs
4401ha
1740Ibs
18961bs
540 Ws
5601bs
WA
760Ibs
740lbs
640 ms
1160lbs
74816s
BW lbe
18M [be
682Ibs
685Its
1120Ibs
3Archas(d0.WMIn. O.C. I Ualp, Into,100'Alum(Fig. 4t
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
SM I�1
Anctcr/ �P (Fl& 6Y
1951bs
1951bs
2231bs
4451bs155lbs
315lbs
1101bs
435Ile
BP2Ihe
1351bs
1401bs
1T71S3
370 Ns1851hv
160 be
2901bs
187 ms
332lb9
47316:;.
170 ibs
221 Ibs
2B0Ihs
2 Amhara a 1.15' Min. O.C.1 F-ap (Fig.
2401bs
350lbs
WA
WA
160Ibs
6301bs
185lbs
WA
WA
WA
190 @s
WA
WA
WA
370lbs
I WA
WA
WA
I WA
I WA
1 341 Its
1 4421bs
1 5601bs
rvv r c: FOR r nE OFFSET CUP, USE I r1E SAME ANCHOR PA I I ERN AND ANCHOR VALUES AS THE STANUAKU CUP.
PRODUCT REVISED
as eomplving with the Florida
Building CCode
NOA-tto. 20-0406.03
Expiration Date 05/26/2026
By 0%�
MiamHDade Product Control
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1 250"
r -1,250"1
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
11 I I I l ! I
FIGURE 3:
ANGLE
CLIP MUST
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.
3.250"
3.250"
LYNN�i
.••• LICCNSF •'• lei ��
Q-: • •.
BE USED
.:• No.58705
IN PAIRS.
4) SUBSTRATES: CONCRETE.SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE YELLOW PINE WITH AN 0.55.
= •,� ltt _
-
FIGURE 4: FIGURE 5:
FIGURE 6:
-TREATED SOUTHERN SG OF ALUMINUM SHALL BE
606&TS AND BE A MINIMUM OF .100"THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND
O ••• 2p2 0 •;• �`
•
•
.045" THICK (18GAUGE).STRUCTURALSTEEL TOBEATLEAST. 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.
.100"
.
1�MULUON
.100"
12 D•
•'•."tORIDP•'•
i S............
'�'�S 01VA.1
OR
MULLION FOR
L`�E�'G��
FIELD -MULLED UNITS
FACTORY -MULLED UNITS
A. LYNN MILLtR, P.E.
FL P.E.# 58705
TABLE 10A
Mullion Capacity Table Obslftl)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,,,,, -
(DPm)X ( }
MULLION CAP.,,,,,,•„"
Opening Wdth(forvertira6yspanning
millions) crOpening Height(Whorizonta6yspannn9 i mtlliorls )
50 in
60 in
70 in
1 80 in
90 in
100 in
120 in
140 in
160 N
126X326
X,624
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trading
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oadieng.
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g
TrLoading.
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Beanog
g
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Tra prMang.
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i
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T
rLoadinng.
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Loading
AlumTube
>
�,
f @.
as
tP
d` r
o
s'
f A
as
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a
d` s
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E �.
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to
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a
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as
se
k nr
a
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Aa
oe
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m
oe
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a�
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.= Q
Q ¢`
m
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@.
.o m
i�
4`.2
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o
f �-
m
a.5
r
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us�
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g �
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e
..2
'�
t3 •
� �
t P
d` rc
,_�_'
f V-
m
om
,; P
d` 2
8
m`iu'USE
>3•zTHE
m -
_
d` ,2
=ANCHORGAP,,,,Mulion
THIS FORMULA TO OBTAIN
"ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
BOB
170.0
Sir
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
S21
170.0
1488
170.0
521
170.0
173S
170.0
521
170.0
1983
170.0
521
48 in
170.0
708
170.0
624
170.0
850
170.0
634
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
On
170.0
1417
170.0
680
170.0
1700
170.0
680
169.7
1979
170.6
600
148.5
1979
170.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
IM.0
663
170.0
896
170.0
631
170.0
1046
IMO
684
170.0
1195
1TO.0
723
170.0
1346
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
755
ISM
1077
1T0.0
756
133.5
18//
170.0
756
THAN THE MULLION CAPACITY
S4 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
17U9
1276
170.0
SM
170.0
1434
170.0
937
170.0
ISM
170.0
856
156A
1759
170.0
861
134.1
1769
170.0
061
19.3
1759
170.0
661
(FROM THE TABLE) OF THE
Win
170.0
685
110.0
701
170.0
1063
170.0
797
170.0
1240
1709
078
170.D
1417
170.0
944
151.1
1511
170.0
996
U5.0
1511
170.0
1033
1202
1511
11D.0
1083
103.6
1511
170.0
1063
90.6
1511
170.0
1063
SELECTED MULLION. R WILL
YIELD A� MINIMUM ANCHOR
CAPACITY WHICH MAY BE
631.
170.0
930
170.0
745
170.0
ills
170.0
850
170.0
1302
170.0
940
158.6
1370
170.0
1016
1392
1370
170.0
1076
1263
1370
164.0
1092
104A
1370
155.9
1072
095
1370
1663
1070
78.3
1370
166.3
1070
m
W in
170.0
974
170.0
789
170.0
1169
170.0
903
155.6
1248
170.0
1002
1362
1248
168.6
1013
121.1
1240
147.1
1D00
108.9
1248
139.0
989
90.8
1248
130.4
978
T7.8
1248
123.0
975
68.1
1248
129.0
975
USED TO QUALIFY ADDITIONAL
721n
167.8
I049
170.0
878
139.9
1049
1502
892
119.9
1049
1321
875
1049
1049
119.1
860
93.2
1019
709.7
848
83.9
1049
1027
838
69.9
1049
9d3
825
b99
7049
912
820
524
1049
91.7
B2D
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
0
76 in
14 .7
941
149.1
822
118.9
941
126.8
805
101.9
941
1112
791
W.2
941
100.0
T77
941
91.7
TOO
71.4
941
85.5
757
59.5
941
77.6
941
74.0
737
44.6
941
733
736
g
78 in
132.0
894
137.6
783
110.0
894
116.9
767
94.3
894
102A
753
825
894
91.9
740
894
84.1
730
66.0
894
70.3
721
S5.0
694
70.7
894
67.0
701
41.3
894
66.1
698
90 in
85.9
671
88.7
596
71.6
671
749
585
61A
671
65.3
575
S3.7
671
60.2
566
671
529
560
43.0
671
46.8
551
35.8
671
43.1
671
39.7
631
26.9
671
379
626
96in
70.8
WO
T2.8
527
59.0
590
61A
518
50.5
590
53A
W9
443
590
47.5
S02
:2-4
690
43.0
494
35A
59D
39.6
489
M6
SW
34.7
590
31.6
469
22.1
590
29.8
464
108 in
49.7
466
50.8
421
41.4
466
428
414
35.5
466
37.1
408
31.1
466
32.9
402
466
29.7
396
24.9
466
27.1
391
20.7
4W
23.6
13S316A
466
212
375
15.5
466
19.6
370
III in
45.8
441
46.7
400
3B2
441
393
393
323
441
34.1
317
-
441
30.2
382
441
272
311
229
411
24-9
372
19.1
441
21.5
441
193
356
143
441
17.0
351
12D in
363
378
36S
344
302
378
31.0
339
25.9
378
26.8
334
22.7
378
23.7
an
20.1
378
21.3
325
18.1
378
195
321
15.1
378
167
144in
21.0
262
212
242
17.5
262
17.8
239
16.0
262
15.3
236
TARI F 1nR
Anchor
Capacity
Substrate:
27k Comane
3k Concrete
3.5k Co..
Hwow CMU
FDed CMU
Pr Wood
Mehl
Anchorlype.
Me, FJw
Ultracon
I- Ell,
Ullrawn
1116' aft alt
LMracon+
IW DeWalt
UtracorN
511E Ella
Maxon
317E Ella
Ultracon
1/4' Elco
Ullman
311E DeWalt
Mail."
im OeWait
Uinta." r
1/4' SS Eko
Aggro r
511E Elco
Utracon
tf4' SS Oco
AggleGator
p10 Sreei
Sorew (GS)
A72 Steel
Screw (G7i
012 Sleel
Screw (( 5)
(lbs)
F-dge mstame pry
1•
2-1/r
1•
2-10
1•
2.1/2'
1•
2-1/2-
341r
P
2-Irz
r
24W
r
2-lfr
r
2-lr2•
r
3.11E
T
0.4E
0.54•
o.3za•
EmbeAmenl Qny
1314'
1314•
1�14•
1.3/4•
13146
1.3/4•
1314•
13/4•
T
1.1/4•
1-im
1.1/4'
1. W
1-1/4'
1.1/4•
1-114°
1-1/4'
1414°
1.1/4'
T
1-38•
1;)70•
vanes
2 Aatnrs a 4.75 Min. O.G / Standard
or Offset Clip (Mg. fy
3901bs
3901bs
4501bs
Mina
3101bs
6301bs
22D ma
870 Ihs
164i Ibs
270 Ion
280 ma
354 In,
740 lb,
23011a
3701W
320 ma
5801bs
374 @s
684 Ibs
8481bs
341 l s
4421bs
560 Ins
4 Amhara @ 1.16' Min. O.C. / Standard
(or OBaet) Clip (Fig. 2y.
480lbs
7001bs
WA
WA
320lbs
1250 Ibs
370lbs
WA
WA
WA
380 lba
WA
WA
WA
740 Ina
WA
WA
WA
WA
WA
682lbs
885Ina
1120lbs
4 Anchors @ T Mr. O.G / (2) 2x5Angie (lips / (Rg. 3y
7so ibss
780Ibs
68016s
15M Ras
62D Inn
1260 Ina
4401bs
17401bs
18961bs
6401bs
560 Inn
WA
7601bs
460 ins
7401bs
640 hbs
1160 Its
7481bs
880 Ns
/a92lbs
682 the
885Ibs
11201bs
3Anowrs @ 0.5V Min.O.C. I ILGIp, into .10E Alum. (Fig. 4y
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
950 lb.
1 Anchor / FCGp (Fig. 5y
1951bs
1951bs
2251bs
4451bs
1551bs
3151bs
110 Ibs
435Ibs
B221bs
135 In.
140 Ins
17716s
370lbs
1151bs
185 bss
1B0 rm
290 Ina
1871bs
332 Ina
473 an
wo ibs
221 ins
zeo Iba
2 Anchors @ 1.7E Min. O.CI F-Op (Fla. ey
7AO tbs
3501bs
WA
WA
I W Ibs
6301bs
1851bs
WA
WA
WA
790 ins
WA
WA
WA
370 ins
WA
WA
WA
WA
WA
3d1 ins
4421bs
b60 ins
NU r e: rUK 1 tie UrrSC I Gur, use I tits SAnnt- ANUKUK I -AI I tKN ANU ANGKUR VALUES AS THE STANDARD CUP.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1.250"
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
ANGLE
CUP MUST
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.
3.3.250"
t25O"
'
BEUSED
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALLCONFORM 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 BE4"
5ANDBEAMINIMUM OF.100"THICK. STEEL STUDS TOBEAMINIMUMGRADE33ANDE
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
.624"6053-T
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
126"X 325"X.624" 1.25"X325•X.624#10
••ANCHORS
8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
MUWON FOR MUWON FOR
FIELD -MULLED UNITS FACTORY -MULLED UNITS
PRODUCT REVISED
as eompl ng with the Florida
Building ode
NOA-No. 20-0406.03
Expiration Date 05126/2026
By
Miami -Dade Product Control
lulllfll
LYMV
:• /; No. 58705 •�
O� . S,TTATE bF (vim:
A. LYf {�llf�lyLL�2, P.E.
FL P.E-# 58705
TABLE 11A
Mullion Capacity Table 0bse)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
`
ANCHOR CAP.,,,",-/J
(DI, � X MULLION CAP., „
Opening Wdth (forvedically-spatning
mullions) or Opening Height (forhorizonlallyspanid mldliorte)
89
so in
60 in
70In
BD in
go in
100 in
120 in
140 in
160 in
12B
24
x.624
Rectangular
Loading
Traptr1mg.
Leading
Rectangular
Loading
Trapfni.ng.
Loading
Rectangular
Loading
Tmprr4mg.
Loading
Rectangular
Loading
Tmprrdang.
Loading
Rectangular
leading
Tmplydmg.
Loading
RecanSulu
Loading
Tiap/rriang.
Loading
Rectangular
Lending
Trap/rriang.
Loading
Rectangular
Loading
TmprWng.
Loading
Rectangular
Loading
Trsp/Triang.
Leading
Alum.Tuba
Mullion
,S
`'
t P
=' =
ci a
t>
ci
o
ci G
z.�
ci
-_
= P
e
-_
is a
t =
e
_
"'
�€
o e
r.P
_
m
o
�'
_
e
o
= 5
q
-_
ao c
-5 �
..
o
,° ,
f �.
o a
¢` rc
_
o
f
-
0 9
t.P
d`
_
i>
=
�.
_
o' `-
z P
d` n'e
_
U
o
f
o 9
L>
d` ¢
_
u
.g'
f
g
is a
t o
a
_
o
�'
f
o' a
r Q
8 rc
_
o
o
f
_
_''
d` a"
u
c
f 1
o
t.P
d` a
u
o <
f @
it a
t
d` 12
`•
E o
_
--
o a
.22
=ANCHOR CAR,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
620
170.0
435
170.0
744
170.0
478
1T0,0
8fi8
170.0
606
170.0
992
170A
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1468
170.0
621
170.0
1735
170.0
521
170.0
1903
170.0
521
48 in
170.0
708
170A
524
170.0
050
170.0
584
170.0
992
170.0
53D
170.0
1133
170.0
661
170.0
1275
170.0
617
1709
1417
170.0
680
170.0
1100
170.0
680
170.0
1983
170.0
680
170.0
2267
170.0
600
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
563
170.0
096
170.0
631
170.0
1946
170.0
694
170.0
1195
170.0
723
170.0
1346
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2,092
170.0
TSfi
170.0
2391
170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170,0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
83T
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
861
1602
2d03
170.0
Bfi1
(FROM THE TABLE) OF THE
60 in
170.0
885
170.0
701
170.0
ISM
170.0
797
170.0
1240
170.0
978
170.0
141T
170.0
944
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
148.3
2163
170.0
1063
129.8
2163
170.0
1063
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
63 in
170.0
930
170.0
745
170.0
1115
170.0
650
1704
1302
170.0
940
170.0
1480
170.0
1015
170.0
1673
170.0
1076
170.0
1659
170.0
1122
1569
2060
170.0
1169
134S
2060
170.0
1171
IIT7
2960
170.0
7171
CAPACITY WHICH MAY BE
m
661n
170,0
974
170.0
789
170.0
1169
17"
903
170.0
1364
170.0
1002
170.0
1650
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170.0
1210
143.0
1966
170.0
1ZT5
122.6
1966
170.0
1286
107.2
1966
170.0
ins
USED TO QUALIFY ADDITIONAL
nr
721.
170.0
1063
170.0
B78
170,0
1275
170A
1009
170.0
1488
170.0
1126
1ro.0
1700
170.0
122E
154.1
1734
170.0
1315
138.7
1734
1699
1386
115.E
1734
155.9
1364
99.1
7734
160A
1352
86.7
1734
1502
1352
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
0
76 in
1T0.0
1122
170.0
937
170.0
1346
1700
1080
1685ri5%
170.0
1209
147.4
1656
1652
1285
131.1
1S56
1515
1266
111.9
1S56
1413
1257
98.3
1556
128.3
1229
842
1212
1216
78 in
170.0
1151
170.0
267
170.0
1381
170-0
1116
155.9
1693
1246r21.7
14TT
152.0
1224
1212
1477
139.1
1206
109.1
14TT
1295
1191
90.9
1477
116.9
1169
77.9
471
1093
1154
90 in
142.0
1110
146.5
986
118A
1110
123.9
968
101.5
107.9
951
1110
96.3
936
TO9
1110
67.5
922
71.0
1110
90.7
910
592
1110
713
891
50.T
1110
62.7
670
96 in
117.0
9T5
120.3
872
97.5
975
101.6
B%
83.6
08.3
842
975
78.5
629
65.0
976
712
817
58.5
975
fi5A
807
46.B
975
5TA
789
41.8
975
493
767
108 in
822
771
84.0
fi%
68S
771
70.7
685
68.7
61.3
674
Tit
54.3
664
457
T71
49.0
655
41,1
711
44.9
647
343
771
38.9
632
29A
IlssS122.3
W73.7115%
771
32A
612
III in
75.T
730
77.3
651
63.1
730
65.0
650
SU
66.3
rA0
730
49.9
631
42.1[43
73#3.
622
37.9
730
41.1
614
31.5
730
35.6
600
27.0
730
29.5
591
120 in
59S
624
61.0
SM
499
624
512
560
42.8
44.3
552
624
39.2
544
33362
537
30.0
62A
322
91
25.0
624
27.7
519
21.d
62d
22,5
501
144 in
34.7
433
35.1
400
28.9
433
29A
395
24.8
433
25A
390
433
22.4
385
193
381
17.3
d33
182
376
TABLE 11B
Anchor
Capacity
Substrate
27K (brcrete
31C Concrete
3.5K Corc.
Mo00x CMU
Filled
PT
WooO
Metal
Anchor7ype
3?16' Elm
Ultmcm
1/4' Elco
UDmcat
311E De4Nall
UDracm.
1I4'DeWaft
Ullmm.
5116" Elco
Ullrecon
3/le Elco
UlhaCan
114' Elco
Ullman
3116, DeWalt
Uomm+
1/4' OeWall
UOm ono
1/4-SS Elco
AggreGaOr
5M6• Elco
Ullracon
010 Steel
Sc1ew(G5)
#12 Steel
SCtisa(G5)
012Steel
Scre4(G5)
Qbs)
Edge Distance QnY
1"
2-1/2
Y
2-V2•
1-
2-12
1-
2-112'
34W
i'
2-112•
1'
2-1/2
1'1'
2-t12'
2
31/8'0.48'
0.54'
0.37A'
EmOetlmea QnY
13r4'
13rT
13/4'
7.'J4'
7314"
7314'
13/4'
12f4"
2'
t-1/d"
1-1/4'
t-1/4'
1-L4'
1-1/4'
1.1/T
1-7/4'
1-1/4'
1-t/d'
1-1/4'13n8'
1318"
A.
2 Arctom Q 4.75' Min QC. / Standard
wOrW Cop (Fig. 1Y
390 lbs
390 lbs
4m ins
890 P.
310 On
630 lbs
2211bs
870 lbs
1644 be
270lbs
2BD 86
3541ns
740Its
2301ts
370 ins
32D I0o
580 �
3741ts
6641bS
341 Its
442NS
SW Me
4Anchas Q l.1TMin.O.C./ Standard(or011set)CUp(Fg.
2Y
460 lbs
700 Its
NIA
NIA
320 lbs
12601bs
2701Ds
WA
N/A
WA
Soo Im
NIA
WA
NIA
74D ins
NIA
WA
N/A
N/A6821ts
amlbs
11201bs
4 Armnors Q W Min. O.C./(2) 245 Angle Cops I (Fig. 3Y
7m MS
780 Me
6801bs
ism ins
62D Ib.9
imo Its
44D ins
1mam
1896ins
SW ins
5601bs
N/A
7m OS
4m IbS
740 =
64011s
11®IIS
7481ts
880mS
682 tas
BW Ibs
11201R4
4 AnchorsQ0.5C Mtn. O.C./ U-COp. nlo.tm' Alum.(Rg. 4Y
N/A
WA
WA
N/A
NIA
NIA
WA
WA
N/A
WA
NIA
N/A
WA
N/A
WA
NIA
NIA
NIA
N/A
WA
NIA
1267115
1 Anctnat F-COP (Fig. 01
195 Me
195 ME
225 MS
445 MS
155Ibs
315 ins
1101113
435IDS
8221bS
135 ins
140 @S
177Ibs
370 Ms
11511s
185 WS
1601ds
29D IbS
ISMS
332 mS
4731bS
170 its
221 Ibs
2m IDs
2ArChlrs Q 1.1S' Mln O.CJ FLllp (M 6Y
240 His
3501ts
NIA
WA
1m IbS
6301DS
1551DS
WA
WA
WA
1901bs
WA
WA
NIA
370 Ibs
N/A
NIA
N/A
WA
WA
341 ins
44205
56D Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
PRODUCT REVISED
as eomptyin9 with the Florida
Bull In g Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By 0/
Miamt-0ade Product Control
1.250"
FIGURE 1: FIGURE 2: TABLE NOTES:
• • i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t 1 i 1 1111 t t
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: \�
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94" �\�; •' 1,10ENS'F
CUGLE
P MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �'• No. 58705
BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ••.
IN PAIRS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - -0 '. �•
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL % � . ly ��,� �-
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE •' d r TE OF •(V\
• • 6063-T5AND BEA MINIMUM OF.100"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .6+4" ��
(�s'•.;c<ORIDi;.,•'G\��
• .045" THICK (18GAUGE). STRUCTURAL STEEL TOBEAT LEAST.125'THICK AND A36.ALL �i,�lj1�"""•�N ��
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL //, t NALt
• #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. 1.25"X 3.94'X.624" A. LYNIR. P.E.
MULLION FL P.E.# 58705
TABLE 12A
Mullion Capacity Table (IbsW)
Opening Width (for vertically -spanning
mWlions) or Opening Height (for horizontally -spanning mtlllons)
5D in
60 in
70 in
801n
901n
login
1201n
1401n
160 in
2 x 4 x 25
Rectangular
Loadn9
TmprTdarg.
Loading
Rectangular
Loading
Tmpleiang,
Loafing
Rectangular
Loafing
TraplTr[mg.
Loafing
Rectmgular
Loading
Treprrdang.
Loading
Rectmgular
Loading
-PIT-iang.
Loafing
Recfan_gWar
Loadn9
Traprrdang•
Loading
RectanSular
W.
TmpfTd g.
Loadng
RedangWar
Loadng
Tmp/iltan9.
Loading
Rectangular
Loafing
7fepridang.
Loadmg
Alum. Tube
MuOlon
r
3
€
5�
_r
�a
a�
-51
r
8
>i�
a
da
a�
'SS
r
3
g�
47
r
3a
ag
'�'
r
ri
6�
��
39
ae
yy
n
cR
=£
��
x
1Ta
to
Jt
6
`l�
�t5
r
Y�
re
r
-g,
8
S92
��
�o
r
ci
�i
dz
r
3
q�
so
r
t3a
s�
_r
3
S�
��
��.
r
tY�
��
X
drc
r
c9
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�$
n
r
r39
r�
"d-
¢`o:
r
€�
r3�S'v
sue.
r
��
cis
a
hoc
r
t3
5�
2�
_r
ci<
a
d`rc
r
3�
S�
sue.
ria
re
8
gp^
c9�
to
r
8
8
'-9 °,
F@
a
a�
8
€�
3a
s�
8
5�
8
to
3
gp
3a
t�
42In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
Sea
170.0
992
170.0
519
V0.0
1116
t70.0
521
170.0
1240
170.0
521
170.0
1488
170%.0
521
170.0
621
170.0
1983
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
680
170.0
2267
170.0
680
60.625 in
170.01747
170.0
663
170.0
893
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170,p
1346
170.0
747
170.0
1494
17MO
766
170.0
1793
170.0
768
170.0
756
170.0
2391
170,0
766
54 in
170.0
797
170.0
612
170.0
SW
170.0
691
170.0
1116
170.0
7541
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1694
170.0
856
170.0
1913
170.0
881
IM.0
0
124791M.0
S61
170.0
2550
170.0
861
60In
170.0
S85
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
a"
170.0
1594
170.0
998
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
0
10S3
160.8
26M
170.0
1063
63 in
170.0
930
170.0
746
170.0
1110
170.0
660
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1059
170.0
1122
170.0
2231
170.0
1169
166.7
0
1171
145.9
2553
170.0
1171
68In
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
10W
176.0
IWS
170.0
1086
170.0
1753
170.0
1155
170.0
194E
170.0
1210
170.0
2338
170.0
1275
151.9
.0
1.
132.9
2437
170.0
1.
721n
170.0
1063
170.0
878
170.0
1275
170.0
10D9
170.0
1488
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
145.6
2164
170.0
14M
124.8
2184
170.0
1529
109.2
2184
170.0
1530
.0
_-
76 in
170.0
1122
170.0
937
170.0
1348
170.0
1080
170.0
1570
170.0
1209
4
170.0
1322
16S1
1960
170.0
1421
148.6
1960
170.0
IW5
123.8
1960
161.6
154E
108.1
1980
154.0
lW5
92.9
1960
1527
1531
78 in
170.0
1151
170.0
967
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1369
152.7
1361
170.0
1474
137.4
1861
163.1
15M
114.5
1SS1
147.3
1473
982
1661
139.6
1459
85.9
1661
137.3
1454
90In
170.0
1328
170.0
1144
149.1
1398
156.0
1219
127.8
1398
130.0
1198
8
121.3
1170
99.4
1398
110.2
1162
89.5
1398
101.6
1147
74.5
1398
89.8
1122
63.9
1398
82.7
1105
65.9
1398
78.9
1096
961.
147A
1229
151.5
1698
122.9
1229
127.8
1079
105.3
1229
1112
1061
9
$47786
98.9
1ON
81.9
1229
89.6
1029
73.7
1229
S24
1016
61.4
1229
722
993
527
1229
65.9
SW
46.1
1229
82.1
967
108 in
103.5
971
105.8
877
863
971
89.0
862
74.0
971
77.2
849
08.4
837
57.5
971
61.8
825
51.6
971
56.5
815
43.1
971
49.0
796
37.0
971
44.0
782
32.4
971
40.8
771
Ill In
95.4
919
97.3
832
79.5
919
81.9
819
68.1
919
70.9
me
62.9
794
53.0
919
56.7
784
47.7
919
51.8
774
39.7
919
44.8
750
34.1
919
402
742
29.8
919
37.1
732
1201n
75.5
786
76.6
716
629
786
64.5
705
53.9
786
55.8
695
49.4
686
41.9
736
44,4
677
37.7
738
405
668
315
786
349
653
27.0
786
31'0
641
23.8
786
28A
631
1.1n
43.7
546
442
504
3B.4
546
37.0
498
312
546
31.9
491
282
485
24.3
546
25.3
478
21.8
546
228
474
182
546
19.5
464
15.fi
fi4fi
172
455
13.7
546
15.6
44B
TABLF 12B
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X ( ANCHOR CAP., ,,_
`MULLION CAP.--)
=ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN
THE ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
SubSinge:
27k Conelele
3k CmCfae
3.5k Cone.
Hollow CMU
FOed Wit
PT Wood
Mehl
Anchor
Capacity
ArctDrType
3116'Elco
UQ=m
1/4•Eko
Unman
3/16'DeWae
ullmon.
1/4'OeWaB
UOrscon.
5116•Eko
u"Mcon
3116•E1co
Uarmen
1/4'EIto
ultmal
3/19'DeWaft
Ultrecm+
1/4'DeWalt
UOaonr
1/4-SS Elco
AggeGaler
511W Eko
UOrdcon
IM SS alto
AggreGamr
#10 Steel
Screw(G5)
#12 Steel
Screw(GS)
012Stea
Screw(G5)
0bs)
Edge Distance (ny
11
2-11T
1-
2-11T
1'
21/2
i
2-1rI
31B
1'
2 v2
1
2-7/T
1'
2-1?
t'
2-irY
T
3-1/S'
T
0.48
aW
0.321
Emtcdmen on
1;314•
1'J4•
13/d'
1 4'
1314'
13/4•
13/4'
1-3/4'
2'
1-1/4•
1-114'
1414'
1-114•
t-11d°
1-tla•
1-v4'
1-1I4•
t-v4'
1-1/4'
T
1�/6'
13/8•
%ales
2AncbomQ4.75'Mm, O.C. f Stardam"Offset
Cep gFIg. 182y
390 Its
390 Its
450Its
090 lal
310185
6301bS
220 Its,
8701bs
1644 Ds
270Its
230 Its
354 Ibs
740 Its
230 Its
3701bs
3201bs
680 Ibs
374lbs
664 Its
94610S
3411041
442lbs
560Los
4Ancho6Q268'MIAO.C./Stmd3d(orOtsen Cep(Fig.3y
740ms
740 Os
630 Ds
14B50s
6201bs
1260118
43D Ds
173D Ibs
1424 Ibs
WA
560 Ms
WA
6951bs
4251DS
740 ft
5751ne
1110103
WA
680les
WA
68206
ass Its
1120 Me
6Anchas Q 1.71' Mir. O.C. / Sla Urd (or Offset) Cap (Fig. 4y
685 Ds
050
758 MS
1946It�s
7051bs
1S9010s
608 thS
255E D5
NIA
WA
M51ta
NIA
7D9 Me
5061bs
11101bS
6191b5
1478Its
NIA
WA
WA
1022ID5
13271es
ISM Ito
4Ane1DrsQ3'Min. O.C/(2) 2c5Angie Cops/(Fig. 5y
7SDIbs
78 es
age Its
IBM Its
6281bs
1260lbc
4401es,
1740 Its
1896 (Its
D
550 its
NIA
760 Ds
4601W
7401es
Wits
11SDIbs
Wales
8801bs
18121DS
692 Ds
B851es
112D lbs
6 Anthers Q3•Min. O.C/(2) 2r5 Angle CAps/(Fig. 6:
1170Its
1170 Its
102010s
2340 ms
9201D5
16901e6
fife rbs
2610 Ds
2M.Its
St
840 Its
WA
1140 Its
6901ts
1110lb5
9WIbS
17401Ds
1122 mS
1320 Ills
OM Ds
7022Its
13271.
1. Its
3 Ant hen; 1.34•Mm.O.C.fU4:Op, InD.12Y Alum. Qag. 7y
WA
WA
NIA
NIA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
N/A
N/A
NIA
WA
tUA
WA
N/A
073
6Anthors@1o64'MIn.O.C.l U4:eD. Imo.125•Num.(Rg. By
N/A
WA
WA
NIA
NIA
N/A
WA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
NIA
NIA
NIA
NIA
WA
WA
NIA
21 IDS
2Anehors Q268'MIA O.CJF•COp(Rg.9y
370Its
370Its
I Wales
743 Its
3101
630 MS
215 Its
8ISIbs
7121bs
WA
2801bs
N/A
xa lbs
213 IDS
3700s
28810s
555 Ds
NIA
440 its
WA
341W
442ms
56D IM
3 Anctm6 Q 1.71• Min. O.CJ F-ClIp ft 10y
443 Da
525 ms
379lbs
973Its
3511DS
945 ibs
304 m9
1279 ft
N/A
WA
353 Os
WA
3991bs
2531bs
I555ID5
3991bs
73910s
/A
WA
WA
511 H
1 664Its
SM IDS
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
�J
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
• • •
TES
TABLE NO:
• •
1) SEESHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
INS
GENERALINSTALLATION METHODS.
• • • •
FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • •
3) MULLION AND SHEETS HOLES TO BE IN
CT DIMENSIONS, S
SHOWN ARE NOT TO SCALE. FOR HEETS GGESTED,
• • • •
THE FOLLOWINGODIMENSIONAL RESTRICTIONS SHOWN ON S21-23. FIGURES OW APPROXIMATE HOLE21-23.
• •
OD
LOCATIONS.FIGURE
7: FIGURE 6: FIGURE 9., FIGURE 10: ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT
(FIGURES 5&6)
' ' • n-.0 MUST BE USED
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THICK (18
IN PAIRS.
0
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 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2"X 4•X.25'MUWON
PRODUCT REVISED
as eomplyyingg with the Florida
Building Codo
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By o
MIamHDade Product Control
/1111111 ill
GEN
7't No.58705 -
w;
O� .�VTZF (V
is LYN�I I1IIILZONA
I11ER, P.E.
FL P.E.# 58705
TABLE13A
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP—) X / ANCHOR CAP.,,,„,_X
MULLON CAP.,m,—
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD AM INIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
173 T"?
TABLE 13B
SlIDstrate:
2.7k C Iete
3k Co mte
3.5k Cote,
Ham CMU
Hied CMU
PT Wood
Metal
Anchor
Capacity
Amhof Type'
Elc.
31U1l.con
1/4' Elc.
Willem
3r10' DoWall
Ullrac.tN
1/4' DeWalt
Ulnecon.
511E Elco
URraoon
311E Etc.
Uft.-
114' Elco
Ultracon
TIS' D.Walt
Lit.."
1/4" DeWat
UOracon+
A1E
IM SS Elco
ggn:GaNr
511E Mco
Wracon
114' SS Elco
AggteGalw
010 Steel
Screw (GS)
#12 Steel
Screw ((35)
4128teel
Screw (GS)
(Ibs)
Edge Dlat me (In}
1'
2-1/2'
1'
2-11T
1'
2.10
1'
2-1/7
3-1/E
1'
2-1?
1'
2-11T
1'
2-10
1'
2-1/7
2
3.1W
T
0.4E
0.54,
0.324'
Embedment Ont
1314'
1-W4'
13/4'
i-21W
1314'
1-3r4'
1314'
1314'
2'
1.1/4'
1-1/4'
1.1/4'
1.1/4'
1-1/4'
1.1/4'
1414'
1-1/4-
1,114-
i-114'
2'
1.3f8'
I-W
modes
2 Min. O.C. / Standanl
or 08Sel Gip (Fig. 1&2):
390 Ho
390lbs
450Ibs
31 b9
630lbs
2201bs
870 lbs
16441bs
2701bs
2BO Ibs
3541bs
7401bs
230lbs
370lbs
320 His
58) Im
37416s
664 Ins
946 NS
3411bs
44216s
660 Ns
4 Anchors @ 4. Min. O.C. / Standard (w Offset) Clip (Fin. 3):
7801bs
780 Ins
BOOT
1780 ms
620 W
1250 Ibs
440 Ibs
1140 Ibs
32321bs
540Ibs
WO Ibs
7081bs
1480 Ibs
4601bS
7401ba
- 640 U.
1160 Ns
748 His
12721bS
18M rbS
682 V.
885 His
11201da
1.71' Min. O.C.1 Standard (w Offset) Olp (Fig. 4):
1180 Ibs
1400 Ibs
1010
Ibs
25M Ns
810 NS
34101bs
WA
WA
940 Ibs
WA
100 Its
0751bS
1480 Ibs
625 NS
1970 Ibs
WA
WA
WA
13831ba
17701bS
22401bS
4 Anchors @ W MIm O.C. 1(2) 2a5 Angla Caps I (Fig. 5):
7801bs
7801bs
6BO Ibs
1560 Ns
6201bs
1260 Ibs
440 lbs
1740lbs
18961bs
5401
560 Ns
WA
7601bs
460lbs
74016s
B40 His
11601bs
74B IbS
880 Ibs
18921bs
6821bs
BBS Ibs
11201bs
8 An.hom @ W Mln 0.C.1(2) 2r5Argle Clips / (Fig. 6X
1560 lbs
15M ft
13601bs
3120 His
12401bs
2520 Ns
8801bs
34801W
I 37921W I
1080lbs
1120 Ibs
WA
1520 Ns
920Ibs
14801bs
12801bs
23201W
1495 Ila
1760IM
3784 Ibs
1363 P.
17701bs
2240Ibs
12 Amhom Q 1.E kUm O.C. 1(2) 2a5An91e Clips / (Fig. 7%
1660 Ns
2100 lbs
144016s
37801bs
1 1260 Ibs
3780 Ns
12001bs
51001bs
I WA
I WA
1320 On
WA
1500 lbs
9601be
22201bs
11401bs
28M Ns
WA
WA
WA
2045lba
2654 tbs
336016s
4 Anchors ®1.34' Min. O.C.! ll-Gip, into .125 Alum (Fig. 8}:
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
14301bS
8Arohors Q 0.64' Min. O.C. I U•alp, into .12E Alum (Fig. 9k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
286116s
2 Anchors @ 4.6E Mill. O.CJ F-Op (Fig. 10Y
390Ibs
3901bs
4501bs
8901bs
3101ho
6301bs
220 NS
=11ba
16181W
27010s
280 Ns
3541bs
74016s
Me Ibs
3701bs
32D Ihs
58 .
374 lba
630 lbs
946 ms
3411bs
442 NS
6601bs
4 Amhom Q 1.71' Min. O.CJ F4Mp (Fig. 117
590Ibs
7001bs
5051b3
1298 @s
470lbs
1260 Ns
405 Ns
17051W
WA
WA
4701bs
WA
533 tbs
3381bs
740 ma
413 NS
98516s
WA
I WA
WA
6821bs
Ibs
NOTE: FOR THE OFFSET CUP, USE T CHOP, PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: FIGURE 3: •IGURE4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11:
FIGURE 5: FIGUR FIGURE T.
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
TABLE NOTES: /•Zot
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW LE
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 SHO ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GR -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEE TO
BEAT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
�`7�,�ly,¢ l��?yltis� 0(28��
77P,
Rt
■
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
E Iratlon Date0512612026
By 05
Miami -Dade Product Control
1
LYNIy
,.• 4lGENSF ''. ��� ��
No. 58705
S OF
is \
A. LYIW!EP.E.
FL P.E.# 58705
TABLE14A
Mullion Capacity Table bs/ftr
ANCHOR CAPACITY
Opening Width (for vertically -spanning
muffions) or Opening Height (for horizontally -spanning mullions)
ADJUSTMENT FORMULA:
126"%211"
501n
601n
70in
8010
90In
1001n
1201n
1401n
160m
(ANCHOR CAP.,„,,,,",
(DP °) X `MULLION CAP.,,)
Reclem,7ular
Loading
Traplldarg.
Loaning
Rectanguar
LoadI.g
Tapaniang.
Loading
Recangular
Loadig
TraWTriarg.
Loa9rg
Rectangular
Loedtng
7repRdarg
Loading
Rectangular
Loadkg
Trepnitarg.
Loading
Rectangular
Loafing
Trep?darg.
Loading
Rectangular
Lnadirg
71apRdarg.
Loading
Rectangular
Loading
TrapRdarg
L.mdkg
RectargWer
Loading
Trep/rrian9.
Loading
x.125"Alum
TubeMuB
_
z
x
��
n
��
��
��
x_
z
�a
a
oly
3
��
x
t
�rc
n
��
��
•..
t
��
5
�ffi
.,
t�
has
a
9
��
p
t�
a
��
5
21
��
�61
a
2
r
t�•
��
a
s�
5
��
•^
,�.
d`a
5
��
Ls
$
��
s�
2>
gP
d`�
r
e�
�o
2>
<
��
2:
3
o
��
a
t4g�g
rP
d`a
S
€
s$.
a
ci
<
�,
zo
5�
9
��
p
ci`
L
d`�
a
tia
S�
9
ZEc
, •^
b.
a
u
5��
9
��
"
ci`
d`
=ANCHOR CAP.
ULA TO BTAIN
THE -ANCHOR USE THIS MCAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
144.2
526
167.0
428
120.2
52S
148.9
419
103.0
526
138.9
414
90.1
576
134.6
411
80.1
528
134.1
411
721
526
134.1
411
80.1
626
134.1
411
51.5
528
134.1
411
45.1
626
134.1
411
48 in
98.6
403
1080
333
80.5
403
04.7
325
69.0
4M
06.4
320
60.4
403
81.4
317
53.7
403
79.1
315
4a3
403
7d6
314
40.3
403
76.8
314
34.5
403
7a6
314
30.2
403
78.6
314
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
60.62510
S23
362
91.0
301
6a6
362
79.3
294
58.8
362
71.0
289
51.5
382
67.2
266
45.7
382
64.6
2S4
41.2
362
63.6
283
34.3
362
63.6
283
29.4
362
635
283
25.7
362
63.5
283
THAN THE MULLION CAPACITY
67.8
318
74.1
267
56.5
318
64.2
281
48.5
318
57.7
258
424
318
53.5
253
37.7
318
50.8
250
339
318
49.5
249
28.3
318
49.1
248
24.2
318
49.1
248
21.2
318
49.1
248
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
r541n
1•
S) In
49.5
258
53.1
219
41.2
258
45.7
214
363
258
40.7
210
30.9
258
372
207
27.5
258
34.9
204
24.7
258
33.4
203
20.6
258
322
201
17.7
258
322
201
16.5
258
32.2
201
YIELD A MINIMUM ANCHOR
J
631n
427
234
45.6
200
35.6
234
39.1
195
30.5
234
34.7
192
26.7
234
31.6
189
23.7
234
29.4
186
21.4
234
tag
184
17.8
234
2116
183
15.3
234
26.5
183
13.4
234
26.5
1e3
CAPACITY WHICH MAY BE
M
66 in
37.2
213
39.4
163
31.0
213
33.7
179
26.6
213
29.8
176
23.2
213
27.0
173
20.6
213
25.1
170
Me
213
23.7
169
15.5
213
22.2
167
13.3
213
220
166
11.6
213
22-0
168
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
721n
28.6
179
30.1
165
23.9
179
266
112
20.4
1.
225
1.
17.9
1.
=3
147
15.9
179
18.7
145
ANCHOR CAPACITY TABLE
76 in
24.3
161
25.4
140
20.3
161
21A
137
17.4
161
19.0
135
15.2
181
17.0
133
78 in
225
152
23.5
133
1&e
162
19.9
131
161
152
17.5
128
TAC1 C 1AQ
SubM.I.
27k Concrete
3k Com:rele
13.5k Cane.
I Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
Anchor Type.
3/16' Eko
Utlr4con
1)4- Elw
Ullracon
31tS DeWelt
Ullracon•
114• DeWeR
Ullreoon+
5/18' Elw
Ultrecon
3116' Elw
Nlracon
1/4' Eko
Ulhacon
3116' DaWaB
ultracan+
114' DeWalt
Ulkacm+
1/4' SS Elw
AgBreGatm
Slifi' Elco
Uihacon
1/4' SS Eico
AgpeGator
#f0 Sled
Screw (GS)
#t2 Steel
Screw (GS)
612Stee1
Screw (GS)
(Ibs)
Edge D'atence (in) :
t•
2-72'
1'
2.12'
1'
2-1/2'
3-1/e'
1'
2-12'
1'
2.11r
1' 2.12'
1'
2-12•
Y
3-18'
2
0.48'
0.54'
0.324-
Embedment fm):
f314'
13/4'
1.314'
1.314'
1714• 1314•
1Jl4'
l�ld•
2'
1-1/4'
1d/4'
1-1/4'
1-114'
1-114' 1-1/4'
1-1/4'
1-1/4'
1.1/4'
1-1/4'
2'
13I8'
13/8•
vadea
4 Anchors ®3' Min. O.C. / (2)
2t5 Angle Clips Mg. 1):
780 Its
780lbs
680 We
15601bs
620 Iba 12601bs
4401bs
7740 W.
18981bs
64011s
56016a
WA
7W Ibs
460IDs 7401Ds
64016s
11fi0Ibs
7481hs
8801as
189216s
682lbs
8851bs
1120 ]be
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 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWNARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF .125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as comp)ying with the Florida
Bullding Code
.-No. 20-0406.03
Expiration Date 05/26/2026
By 1'1;- t
Miami -Dade Product Control
11L111111 //,
�- No.58705
�i �s •'•:c�ORIDP, •'G����
A. LYNh 9ALL9A, P.E.
FL P.E.# 58705
TABLE 15A
Mullion Capacity Table (lbsfie)
ANCHOR CAPACITY
Opening Width (for vertically-sparining
mWlions) or Opening Height (for horizorda*spanrrrg mWiiorls)
ADJUSTMENT FORMULA:
50 in
601n
701n
so In
90 in
100 in
120 in
140 In
160In
ANCHOR CAP._,_
30
Rectangular
Loading
TmpfTdmg.
Loading
Rectangular
Loadng
TrapTdalg.
Loading
Rectangular
Loading
Loang
Loading
Loading
Loading
Loading
Loading
loading
Loading
Lowing
derg.
Loading
Loading
LoadingDEG.
(DP)X (MULLION CAP.,,,,,,,,,c�326"
AL
BAYMULL
a
io
a
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a
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a`¢
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17MM'"d
mg
II
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fI
a
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'g
d`a�
a
m
€
f€
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m .-.
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f
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��`
m
_p
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d`8
f
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a
•�
q$�$€'
�o�f`e�`�aS
a
A...•af..m
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a�•
a
a
a
V$
rr
a•
�@
d`42
a
a
USE THIS FORMULA TO OBTAIN
REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
in
170.0
620
170.0
435
1M.0
744
170.0
478
170.0
868
170.0992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
149.1
IT40
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
1522
1522
170.0
680
13D.5
1522
170.0
680
114.2
1022
170.0
680
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1046
770.0
684
170.0
1195
170.0
723
170.0
1346
170.0
747
164.2
1443
170.0
758
130.9
1443
170.0
756
117.3
1443
170.0
756
102.6
1443
170.0
766
THAN THE MULLION CAPACITY
THE TABLE) OF THE
54 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
160.4
1353
170.0
$37
144.3
1353
170.0
656
120.3
1353
170.0
eel
103.1
1353
170.0
861
902
1363
170.0
861
(FROM
SELECTED MULLION. IT WILL
601n
170.0
685
170.0
701
170.0
1063
170.0
797
167.0
1218
170.0
878
146.1
1218
170.0
944
129.9
1218
159.8
Me
116.9
1218
15LI
924
97A
1218
146.1
913
83.5
1218
146.1
913
73.1
1218
146.1
913
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
170,0
1118
170.0
850
1502
1160
168.8
933
131A
1150
153.0
914
116.8
1150
1419
898
105.1
1150
134.2
885
87.6
1150
126.7
871
75.1
1150
128.2
870
65.7
1150
126.2
670
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
§
661n
170.0
974
170.0
789
152.4
1048
165.8
881
130.0
1048
146.6
864
114.3
1048
133.1
850
101.6
1048
123A
839
91.4
1048
116.6
830
76.2
1048
109A
821
65.3
1048
108.2
618
57.1
1048
1082
818
ANCHOR OPTIONS FROM THE
0
721n
140.6
860
147.9
764
117A
880
126.0
748
100.6
880
110.8
734
88.0
See
100.0
ra
782
880
92.0
712
70.4
880
862
703
68.7
060
711.2
993[144.9
880
76.6
688
44.0
880
78.4
688
ANCHOR CAPACITY TABLE.
J
761n
119.7
790
125.1
690
99.8
790
106.4
676
a5.5
790
93.3
663
74.8
790
83.9
652
0.5
790
76.9
C43
$9.9
790
71,7
W5
49.9
790
65.1
624
790
62.1
619
37.4
790
61.5
617
781n
110.8
750
115.5
657
92.3
750
98.1
844
79.1
760
85.9
632
692
750
77.1
621
61,5
750
70.6
612
55.4
750
65.7
6D5
46.2
750
59.4
594
750
56,2
588
34.6
750
55.5
6"
9D In
72.1
563
74A
500
60.1
563
679
491
51.5
563
54.8
483
45.1
553
48.9
475
40.1
563
44.4
468
36.1
563
40.9
462
30.0
50
36.2
452
563
33.3
445
22.5
563
31.8
442
961n
59A
495
61.1
443
49.5
495
51.5
435
42.4
495
44,8
427
37.1
495
39.9
421
33.0
495
36.1
415
29.7
495
332
40D
24.8
495
29.1
400
495
26.6
394
18.6
495
25.0
390
1081.
41.7
391
42.6
353
34.8
391
35.9
348
29.8
391
31.1
342
28.1
391
27.6
337
232
391
24.9
333
20.9
391
228
328
17A
391
19.7
321
391
1111.
38.4
370
39.2
335
32.0
.0
33.0
330
2T5
370
28.6
325
24.0
370
25.3
320
21A
370
22.8
316
19.2
370
20.9
312
16.0
370
16.1
305
1201n
30.4
317
3D.9
289
25.3
317
26.0
7b4
21.7
317
22.5
210
19.0
317
19.9
278
16.9
317
17.9
273
M17.831
1441n
17.6
220
17.8
203
TABLE 15R
Substrate:
2.7k Conctele
3k Concrete
15k Cane.
Follow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
p ly
anctmrType.
3/16• Eco
Ullracon
1l4• Elco
Ultacon
3f16• DeWelt
Ultracom
1/4• DeWaO
Ulm-
5116• Elco
Uitracon
3/16• Eft
uftaeon
1f4` Fho
Una-
3116` DeWalt
ultra-
1f4• DeWWI
Ultrawn+
IW SS Elco
AggreGafor
511E Elco
Ulbacon
IW SS Elco
AggreGator
910 Steel
Scaw (G5)
#12 Steel
Screw (GS)
012 Steel
Screw(GS)
(lbs)
Edge IXstance On):
1•
2-1fr
1•
2-1/r
r
z-ifz
r
z-72•
3v6•HWA
z-1fr
1•
2•Ur
7•
2-72'
r
z•12`
r
37(a^
r
a.49`
0.59•
0.324•
Embedment On):
t3/4•
1�/4°
1-3/4•
1.3I4•
13'4•
1�4-
1-314`
13r4•
r
1-1/4`
1-1f4'
1-1/4•
1-tf4'
1-i/4'
7-1f4'
1-1f4•
1-114•
1-114^
r
1-w
1.318•
wades
2 Anctlom Q T Min. O.C. / (2)
2r5 Angle CBps/ (Fig. 1T
390It
39016s
450 @e
8901bs
310 lbs
63D lbs
22D Ibs
970lbs
1701) Ws
2801bs
354 Its
74016s
230165
3701.
32016s
San ibs
374 Z
720lbs
948 ms
3411bs
44216s
6� @s
4 Arxttoa @ 3.5' Min O.C. / (2) 245 Angle Ceps / (Fig. 2):
78016s
780 Ibs
79D IDs
18701bs
620Ibs
12601bs
44016s
1740 Ibs
252516s
56016s
WA
11201bs
4601bs
74016s
84016s
116016s
748Ibs
880Ibs
189216s
6821Ds
8851bs
172016a
6 Anchors rQ 271• Min. O.C. / (2) 2e5 Angle Cups f (Fig. 3).
1120lbs
1120 lbs
9581ba
22461bs
gag No
189D lbs
648lbs
2598 lbs
2254 lbs8401bs
NIA
10591Da
S461Ds
711D IDs
8791bs
10781bs
WA
132016s
WA
10221bs
132716s
16801bs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 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 G-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.12V
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 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S.
30° BAY
MULLION
11'
C3
co
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By 0
Miaml-0ade Product Control
ty11111111//.
�N`l LYNN
..........
ICENSE
No.58705
OF
z°
C� �'•F40RIDP.•''•
A. AfS lllt�, P.E.
FL P.E.# 58705
TABLE16A
Mullion Capacity Table Ibs/it2
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(ANCHOR CAP._,,""
(DP )X `MULLIONCAP.,„,e,�
Opening Width (for verecally-spanrling
mtllions) or Opening Haight (for hori2ontalyLspan ing mttllorls)
so )n
60 in
701.
80In
90In
100 in
120 in
140 in
16D in
326" 46
RectaguI
Lading
Trap/Tdena.
Loafing
Rectangular
Leading
Trmpridang.
Leading
Rectangular
Lamming
Traplidang•
Loading
Rectangular
Leafing
Trap/stung.
Loafing
Rectanguer
Loading
TmpM g.
Leadng
Rectangular
Lw(big
TraplTriatg.
Loading
Rectanguiar
Loading
TreplTdang.
laming
Rectengdar
Loading
T�epRdarg.
Loading
Rectangular
Loadng
TraplTdang.
Loading
DEG. AL
BAY MULL
z••..
o
u
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k
ci
rri
411
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li
_
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ci
t�8
d`rr
a
0
�
a•
a@
43 v
,:�,
d`rcm
o
a�
��.
F
"B
8 a
t�
�a
z>
o
U
m�
i•
a�
d`ar
cR
08
mom.
a�
1i v
£
�¢
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g
ci
9
�_.
a�
ci m
na,
.2a
z'
ci
a
2-
ci v
���
d`m
a
$
:9
a
ci
E�
�12
�•
u
3g
m_
d v
Sao-
d`9
£
ci
E-
^
a
5.$
d2&
r
ci
m�
a
ci v
5.3•�
d`¢
g•
cR
21
8 v
5.
-`1
a•^
ri
=e8
25A
ci a
Via-
d`a
r
u
0;ff8
�-
r
n-o
ra
.2
a
ci
21
2s•
i> a
s�
�rc
a
ci
58
E-
�•
ci a
�¢
r
i�
o
E�
ci a
_
�rc
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE"ANCHOR 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
BMW
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
160.3
1871
170.0
521
481n
170.0
708
170.0
524
170.0
850
170.0
SM
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
577
170.0
1417
170.0
680
163.7
1637
170.0
680
140.1
1637
170.0
68D
1228
1037
170A
680
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
170.0
563
170.0
990
170.0
631
170.0
1046
1 170.01
684
8 170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
147.1
1552
170.0
758
125A
1552
170.0
756
110.4
1552
170.0
756
THAN THE MULLION CAPACITY
THE TABLE) OF THE
54 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
803
170.0
1434
170.0
837
1552
1455
170.0
856
129.3
1455
170.0
801
110.0
1455
170.0
Sol
07.0
1455
170.0
861
(FROM
SELECTED MULLION, IT WILL
60 In
170.0
885
170.0
701
170.0
1053
170.0
797
170.0
1240
170.0
876
167.1
1309
170.0
941
139.7
1309
170.0
996
125.7
1309
1S3.5
994
104.6
1309
157.1
982
89.8
1309
157.1
982
78.6
1309
157.1
982
YIELD AMINIMUM ANCHOR
63 in
170.0
930
170.0
745
170.0
1116
170.0
850
1629
1247
170.0
940
142.5
1247
164.5
983
128.7
1247
152.E
985
114.0
17,47
144.3
952
95.0
1247
1362
936
81A
1247
135.7
935
71.3
1247
135.7
935
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
681.
170.0
874
170.0
789
170.0
1169
170.0
903
148.4
1190
1837
965
129.9
1180
14Z9
995
115A
1180
138.5
828
103.9
1190
128.4
914
86.6
1190
119.5
898
7/2
1180
116.1
883[_211.3
1190
116.1
883
ANCHOR OPTIONS FROM THE
c
721n
161.6
1010
169.8
877
134.7.
1010
144.8
80
115.4
1010
1272
642
101.0
1010
114.7
828
89.8
1010
105.8
817
80.8
1010
98.9
807
67.3
fate
90.8
785
57.7
1010
87.8
790
1010
87.7
789
ANCHOR CAPACITY TABLE
J
76 In
137.4
908
143.E
702
114.5
906
122.0
775
96.1
gall
107.1
761
85.9
908
96.2
749
76.3
Sea
B82
7M
68.7
906
823
729
57.3
908
74.7
718
49.1
900
71.2
710
ON
70.6
708
M
78 in
127.1
B81
1325
754
105.9
861
1125
738
90.8
881
08.6
725
79.4
881
88.5
713
70.6
881
81.0
703
63.8
861
75.4
694
53.0
881
68.1
681
45.4
861
64.5
675
861
63.7
On
90 In
P-7
646
85.4
674
68.9
646
72.1
564
59.1
646
62.9
554
51.7
60
56.1
545
46.0
646
50.9
537
41.4
648
47.0
530
34.5
60
41.5
519
29.5
US
38.2
511
648
36.5
507
981n
882
566
70.1
508
58.8
50
59.t
499
48.7
566
51A
491
42.6
568
45.8
483
37.9
558
41A
476
34.1
568
38.1
470
2&4
60
33.4
459
24.3
50
30.5
452
568
28.7
447
1081n
47.9
449
43.9
405
39.9
449
412
399
342
449
35.7
393
29.9
449
31.7
387
26.6
449
28.6
382
23.9
449
26.1
377
20.0
449
22.7
368
17.1
449
20.4
381
449
18.9
356
III in 1
44.1
425
45.0
385
38.8
425
37.9
379
31.5
425
328
373
27.6
425
29.1
367
24.5
425
262
362
22.1
425
24.0
358
18.4
425
20.7
350
15.6
425
18.6
343
1201n
-.a
381
35.5
331
28.1
364
29.9
328
24.9
364
25.8
321
21.8
384
228
317
19A
364
20.5
313
11.5
384
18.7
309
1441n
202
253
20A
233
16.8
253
17.1
230
TARI F 4RR
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
p fty
Capacity
A horT7pn
311E Elco-
1.111-
1/4' Elco
Ultracon
311E DeWalt
Ullreco�
1/4' DeWalt
Ube-
5176' Etc o
Ultreeon
311E Elco
Ntrawn
1!4' Elco
Ultrecon
3/16' DeWalt
UlbaeoM
114" DeWalt
Ulbacon�
1!4' SS Elw
A ggn:Gator
511E Elda
Ultracon
114' SS Elco
Aggn:GaW
#10 Steel
Screw (GS)
012 Steel
Screw (GS)
#12 Stem
Scnaw ((21S)
(Ibs)
Edge Oislance(,nk
1'
2-72A79Dft16701bg
2-t2E
1'
2-12��114
7'
2-1/2'
2
3.11E
2
0.4E
0.54
0.324'
EhedmeM 0n
13/4'
131P
'
7�l4'
�24r-Z-
4'
1-1l4'
1-7/4'
1-1/4'
7-1/4'
1.1l4'
1-1/4'
7
73�E
13'6"
wades
2Anchms@EMin O.C.1(2)2s5AgleCops/(Rg.
17
3901bs
390Ibs
be
E
6301be
1hs
354 Ibs
7401d
3201ht
5601bs
37416s
72D Ibs
848 @s
341 Ibs
4421bs
560Ibs
4 AnwtloB (� 3.S Min. O.C. / (2) 2n;5 Angle Clips! (Fg. 2}:
7801bs
78016s
M
126016s
1ts
NIA
11201bm
64016s
11801bs
748 @s
BB016s
18921hs
8021bs
ee5lbs
71201hs
6 Arotrona ®271' Mln. O.C. / (2) 2k5 Angle Clips ! (Fl9. 3k
11201bs
11N1 Ibs
bs
1890Ibs
22541bs
WA
840163
WA
105916s
6t61be
771D Ibs
87B las
1678 Ihs
WA
13201hs
WA
10221bs
13271bs
16801bs
FIGURE 1:
FIGURE 2:
0
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 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 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-T5 AND BE A MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .W' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST A25" 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
as complying with the Florida
Building Coda
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By %.
Mhunt-Dade Product Control
No. 58705
=�o'� o �;
"'7.S10NAL �N``�
A LY IIIU�W, P.E.
FL P.E.# 58705
.375"
MIN.'
}-{f--.125°
II
STANDARD CLIP
2.0
'I
606VM AM.
LU
XSECTION
r.12W
L
5.500"-
3.125" CUTHERETO
� FCUP, SEE
.37
MI
_CREATE
DETAIL F, SHEET4
1 I
I
I I
A
L- -----J
L-------J
L_
It b1MWMUULIr
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOMEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1116".
5.500" .375"
.375" �I MIN.
MIN.
-----------r------------
I I
i I I
I I
I I
I 1 I B
I i I 1
I 1 I
1 I I I
I
OFFSET CUP
6063•T8 ALUM.
TOPVIEW
I
2.125"
U-CUP
I 5063-T6 ALUM.
XSECTION
125"r
J .740" L
.338" MIN.
A��Tr U•CLP
6063-TS ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5.17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1/IV.
Y10:3114
1'X2.75'X.650'MUWON
6063-T6 ALUM.
XSECTION
2X5 ANGLE CUP
6063-T6 ALUM.
2,00 XSECTION
t .ZZI
125"
12V X 3.18V X 26V MU ON
6083-TS ALUM.
XSECTION
1 .375" MIN. F-
---------------------
`----------------- 2X5 ANGLE CUP
6063•T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16.
Mull Dimension (sheet
PGT Part#
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1" X2" X.125" (5)
66605
686113M
6661118M
666243M
666511M
1" X2" X.375" (6)
666006
666114M
6661119M
666244M
666512M
1" X 2.75" X .375' M
66607
666115M
6661120M
666245M
666513M
1" X2.76' X.650" (8)
66608
666116M
6661121M
666246M
666514M
1" X3.126' X.500" (9)
66637M
6661116M
6661114M
666242M
666515M
1.25" X3.188" X.265'(12)
66641
6661117M
6661113M
666241M
666516M
1.26" X2.1V X.125" (18)
69370
WA
WA
NIA
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value (in)
For Mullion:
A
1.625
1" X2" X.125'
Aluminum
Tube Mullion
B
2.654
C
0.895
D
0.740
A
1.125
1" X2° X.375°
Aluminum
Tube Mullion
B
2.404
C
0.635
D
0.490
A
1.876
1" X2.76" X
375 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
A
1.312
1" X2.75" X
.650"
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.000
1" X 3.125" X
.500' Alum
Tube Mull
B
2637
C
0.863
D
1.137
A
2625
1.25 X 3.18W
X.286' Alum
Tube Mull
B
3.262
C
0.882
D
1.762
A
1,813
1.26" X2.11'
.1211 Alum
Tube Mull
PRODUCT REVISED
as complying with the Florida
Building Code
NOANo. 20-0406.03
Expiration Date OS//226/2026
By 0- a
Miami -Dade Product Control
`�. ()NY LTIVIV
\�'��••' LICENSE �/l`� :�
_ No. 58705
90
STAT OF ; (V`
QNAL I:
A. LYNN MILLER, P.E.
FL P.E.# 58705
125" X 325' X .100" 1.25' X 326" X.624"
MULLION MULLION
6005-T6 ALUM. 6005-T5 ALUM.
X-SECTION XSECTION
rr12
27�
I
I
30"
3. , 45. E
30' BAY MULLION 606
6063-T6 ALUM. I X.
XSECTION I
.228"-1 �-.981"--I
'1�" STANDARD CUP
2.000"
6063-T6 ALUM.
XSECTION
I
.125"
-Ai:!
740"
II
2.126'
U-CUP
I
6083-T6 ALUM.
XSECTION
125"IT
1"X 4°X.376"
5.600"
"r-MULLION
CUT HERETO
6063-T6 ALUM.
3.125" .375"
CREATE F-CUP• SEE
XSECTION
.375"
MIN.
_
I DETAIL F, SHEET4
1250"
I I I I I
I i I I
I I I I
2.875"
I I I I
I i I I I
I I }I 1 I
I I I I F
3.94"
I I I I I
1 I I I
.100"
I I 1 I
I
624"
STANDARD CUP
Y=IN
-t
OFANCHORHOLEMUSTUE 6063-T6 ALUM.
.820" 1--
THE DASHED BOUNDARY. SEE TOPVIEW
1.25" X 3.94' X.624'
SHEETS 10-17 FOR THE ANCHOR O.C.
MULLION
DISTANCE MAXIMUM ANCHOR HOLE
6005-T5 ALUM.
DIAMETER: ANCHOR DIAMETER + 1116".
X-SECTION
.226"�
.375"
MIN.
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.
375"
I
I
I
I
I I
I
I
I
OFFSET CLIP
6063-T6 ALUM.
TOPVIEW
oY
2. n" 2X5 ANGLE CLIP
�Illjl _ 6053•T6ALUM. N
XSECTION .125" N
Z �N�
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + 1116-.
375"
CENTER OF
ANCHOR HOLE
I
MUST LIE WTHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 1D-17
FOR THE
ANCHOR O.C.
DISTANCE.
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER + 1116'.
U-CUP
6063-TB ALUM.
TOPVIEW
TABLE C
Dimension
Value (in)
For Mullion:
F
3.687
1' X4 X
G
1.000
.125"
Alumimml
H
2680
1
3.000
Tube Mullion
F
3.187
1' X4" X
.375"
G
0.757
H
2430
Aluminum
1
3.000
Tube & "T
F
2260
1.25'X3.26'
G
0.750
X.100'
Aluminum
H
1.500
1
3260
Tube Mullion
TABLE D
r________-__________
I
I
I
I
I
I
1
I
I
I
1
I
I
TABLE C, CONT.
Dimension
Value(n)
For Mullion:
F
G
1.938
0.500
1.25" X 3.25"
X.624'
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
2625
1.125
1.25" X 3.94"
X.624"
Aluminum
Tuba Mu Ion
H
1
1.600
3.260
F
2.813
30" Be Mu0
F
2675
45• Ba Muil
MIN.
2X5 ANGLE CUP
6063-TG ALUM.
TOPVIEIIV
Mull Dimension
(sheet#)
PGT Port #
Mullion
SW. Clip
Offset Gip
U-Clip
Angie Clip
VX4"X.125"(10)
69354
e68111M
6661122M
660241M
66651RA
V X4" X.375' (11)
66510
066112M
6661123M
666242M
666519M
1" X 4" X.375" "i" (11)
66653
6136112M
6861123M
666242M
666519M
125"X3.25"X_100'03)
20160I20312
6661127M
6681124M
6W2410M
6665115M
1.25" X325" X.624' (14)
2016V20315
6661128M
6661125M
W62411M
6665116M
1.25 X394" X.624' (15)1
20162
6661117M
6661126M
666241M
666517M
30 Degree (19)
66649
WA
WA
WA
6665110M
45 Degree (20)
66MO
WA
WA
WA
6W5111M
W
Lu
2
v7
I= -
PRODUCT REVISED
as comp) Ing with the Florida
Bullding Code
NDA-No. 20-0406.03
Expiration Date 05/26/2026
By E'�d
Miami -Dade Product Control
p1Y LTNIV 'I.
• LICENSE'•, •��
- No.58705
ST TE F !U
/I"'I' /O IN�AL I ; �G �\
A. LYNN MILLER, P.E.
FL P.E.# 58705
TGRI F F
Mull Dimension
(sheet#)
PGT Part #
Mullion
Sid. Clip
U-Clip
Angle Clip
2" X4" X.25" (16)
66602
666261M
666271M
6665112M
2" X6" X.25" (17)
66604
666262M
666272M
6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
4 000"
2"X4"X26'
MULLION
806376ALUM.
XSECTION
.375"
MIN.
rC-
�
STANDARD CLIP
2.000" 6063-T6 ALUM.
ECTION
I
.t2
L�X-5"
5.500"
CUT HERETO
3.500" CREATE F-CUP,
rC _ SEE DETAIL F.
r SHEET4
,375'
MIN.
r------- ------------
I I
I I I
I I
I I
I I
I I
I I I
I I
I I
I I
L_ CTANIIGRII (:11P
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
—WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16.17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116.
.375"
MIN.
----
r-
I
1
I
I
I
I
I
I
I
I
1
I
I
I
2"X6•X26"
I
I
MULLION
6063-T6 ALUM.
I
XSECTION
I
L_-____-
STANDARD
CUPL
6063-TB
ALUM.
TOP VIEW
CUT HERETO
CREATE F•CLIP, ,375"
SEE DETAIL F. r MIN.
SHEET4 i
U-CUP
606a:M ALUM.
2.1XSECTION
J--
125"
i-1.490'
I
+ 3.438"
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 11161.
.375"
5.436"
U-Cup
6063-T6 ALUM.
USED FOR T X 6" MULLION. SHEET 17
TOPVIEW
2X5 ANGLE CUP
6063-TB ALUM.
2.000" X-SECTION
IL 125"
�5.000" .375"
MIN.
r--------------------- i
I I
I I
I I
I I
I I
I I
3.438" I I
I I
I i .375'
L I L--------------------- i MIN.
2X5 ANGLE CUP
CENTER OF ANCHOR HOLE MUST LIE 6083•T6ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16.17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
5.43W
MIN.
r--------------------- i
I I
I I
I 1
I I
I I
1 1
I 1
1 I
I I
I 1
I 1
I I
I I
I I
I I
I I ,375"
I I MIN.
2X5 ANGLE CUP
6063-TG ALUM.
TOPVIEW
PRODUCT REVISED
as Complying with the Florida
Buliding Colo
NOA-No. 20-0406.03
Expiration Bate 05/26/2026
By
Miami-Dade Product Control
Q-;
* ; No. 58705
0. MSTAt (V�:
SS,�0NAL 0,G��`
A. LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE
72'
MULLION
LENGTH
1: SINGLE VERTICAL MULLION
NO ANCHORS IN HEAD
SEE SEE
FENESTRATION DETAILS.
PRODUCTS SHEETS
APPROVAL 2a
L!A[i]
IN WINDOWSILI,
--I Mua WIDTH
OPENING WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2A/4". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" �5". REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1WAND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1" X 2.75' X .375" MULLION (LENGTH = 72', OPENING WIDTH = 70' MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD'
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1 " X 2.75" X .650" MULLION (LENGTH = 72, OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-M.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5,7
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
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WRTi THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATIDN PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITHAN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:CqL,,,,2NQANCHORS
(60 PSF) X 636 LBS > = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF
®
LID
Z
O
W
g
0
Z
�
F
c�
^2'
N
m =
C) F"
Z
V
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-38".THE OPENING REQUIRES A
>Q
DESIGN PRESSURE OF+50.0/-55.0 PSF.
Z
N
FOR THE VERTICAL MULLION:
Z Q N
1) INITIALLY ASSUMING THAT A 1" V41DE MULLION IS SUITABLE, THE MULLION LENGTH IS 3Y+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1"=73. REFERENCING SHEET 25,
N
Q Z cc
O
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-38" AND WILL
co TA S g F
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.-JIII
F0
EXAMPLE 2: MULTIPLE MULLIONS
CL
SEE DETAILS,
FROM TABLE 3A, SHEET 7, THE 1 " X 2.75" X .375° MULLION (LENGTH = 108", OPENING WIDTH = On MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
Cr
MULL WIDTH SHEETS 2-3
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
F-
U � Q � C
FROM TABLE VA, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
d e W Z Cr.
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
�O
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
PRODUCTS SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL,,2-4 �-
THE 73" DIMENSION (35-1/2"+35-1/2"+2"-73y.
PRODUCT REVISED
as complying with the Florida
Code
1
i 2) USETABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
Building
No"o. 20-0406.03
vER71CAL�
j CONCRETE HEADER AND SILLARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE
_ _
MULLION S� SEE
USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-10 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
Expiration Date 05126/2026
LENGTH DETAILS, DETAILS,
a SHEETS 24 SHEETS
OPENING
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
By
Miami -Dade Product Control
HEIGHT
FOR
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4° X .250"MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
NOR O
ON MU ON
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72'+2° =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250' MULLION (a@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE 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 CUP 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 B°, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
2a
(4) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1° GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
11
V\CENgF
U HORIZ F— 38', H0RIZ
ULLLENGTH MULL LENGTH
L'OPENING
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
�
WIDTH FOR VERTICAL MULL
ANCHORTYPE IS A#12 STEEL SCREW.
_. :' ND.58705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
/-
+/-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36' HORIZONTAL NIULLIONATTACHING TO CMU;
Vl y
='DTJ
' '•
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
��'•, AT OF
`
THE LOWEST DESIGN PRESSURE IS+/-&4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
i'•"40RID.P.•''G\��
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
,,jj01VAL
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
1�N
A. LYAW M1LL11R, P.E.
ACCORDANCE WETH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 53705
EXAMPLES OF RECTANGULAR LOADING:
]� I - 1 I I PW
IV
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
9
I
I
PWxx
aw
I
I
I
I
I
1 PW
I
1
I
I
PW '
PW
i
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
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EXAMPLES OF TRAPEZOIDALrrRUINGULAR LOADING:
HDOOR
LOADING OF HORIZONTAL MULLIC
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CO
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QPRODUCT
REVISED
as eom 1&yIg with the Florida
Buliding Codo
/
NDa-tlo. 20-0406.03
Expiration Date 05/26/2026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By - -
MULLION Mlamt--Dade Product Control
NOTES:
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PAP CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
Pw
17 L RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
LOADING OF HORIZONTAL
MULLION
P�:.• LICENSE -•, ���
No.58705
;0,� .• STATE F
A. Y/NNNIAL ER, P.E.
FL P.E.# 58705