HomeMy WebLinkAboutNOA # 20-0406.03 ( 2-14-22 )File Copy
&HE W E D 0 7W
�l�ii�'D���' �+ �+ NIIAMI=DARE COUNTY
CODE COMPL.IANGEODUCT CONTROL SECTION
e+ U NTY 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONO , ,/ Miami, FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION . D 3 cv � f (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ` www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the, applicable rules and regulations governing the use of construction
materials.. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas. where .allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ.may
immediately revoke, modify, or suspend the use bf such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material. fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D 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 peiformance.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. 6304JR, 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
L 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 51
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-51h Edition (2014) and FBC-61h 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 05/26/2L
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
L Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017) and with FBC 7111 Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn- Miller, P.E.
D. QUALITY ASSURANCE
L ' Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter . of conformance to FBC-6th 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, RE.
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
11/00/17 and expiring on 05/26/21.
Wang 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 [—OPENINGWDT"FOR-RTI.:LNI.U_MULLIONS —� SE DETAILS
1 A-D,G,H;
SHEETS 24
SEE DETAILS
A THRU G;
SHEETS 24
MULL
LENGTH
L
HORIZONTALMULL
LENGTH .
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE
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. _
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS .
IE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
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
III I \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
1 ATHRU G;
ONLY TWO ADJACENT UNITS AT TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
SHEETS24
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
OPENING
• FOR
HORIZONTAL
SEE DETAIL E. MULL
SMEET3
FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE,
MUST BE
MANUFACTURED
BY CGI.
/SEE DETAILS
A-D,G,H;
SHEETS 24
HORIZONTAL.
MULL
LENGTH
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(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+ NOA'S.
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 HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OFTHIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL F-OPENING WOTH---I I-HORIZ. MULL LENGTH--1
LENGTH r I I
F Y OPENING
HEIGHT
OPENING MULL y y FOR
HEIGHT LENGTH Y P HORIZ' VERT.
MULL MULL
LLENGTH
L L I OPENINGINIDTH
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE
CODES / STANDARDS USED:
e2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
OANSI/AF&FA NDS-2018 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2016
oAISI S100-16
-AISC 360.16
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) 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'TRIANGULAR/TRAPEZOIDAL".
GENERAL NOTES ...........................
1
INSTRUCTIONS .................. ......
1
ELEVATIONS ....: .......................... :...
1
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 ..... .........
5
1 X 2 X .375 MULL SPECS...............6
1 X Z75 X .375 MULL SPECS ..........
7
1 X 2.75 X.65 MULL SPECS ............
6
1 X 3.125 X .500 MULL SPECS...,....9
1 X 4 X .125 MULL SPECS ...............
10
1 X 4X.375 TUBE MULL SPECS....
11
1 X 4 X .375 'P' MULL SPECS........
11
1.25 X 3.188 X .265 MULL SPECS..12
1.25 X 3.25 X. IOD MULL SPECS.....
13
1.25 X 3.25 X .624 MULL SPECS.....
14
1.25,X 3.94 X .624 MULL SPECS.....15
2 X 4 X .25 MULL SPECS ................
16
2 X 6 X .25 MULL SPECS ................
17
1'26 X 2.11 X .125 MULL SPECS....
18
30' X 3.25 BAY MULL SPECS.........
19
45' X 3.25 BAY MULL SPECS......... 20
MULLION & CLIP DIMENSIONS.....
21-23
EXAMPLES 1 & 2 ............ - ................24
LOADING EXAMPLES ......................
25
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. , 20-0406.03
Expiration Onto �005/�1,.�6/2026
By
Miami -Dada Product Control
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE .
MULLION CAPACITY (LBS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN `
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBS/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REOUIREMENT (LBFOR 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/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY 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.
(3N1..`.'.....
* j No.58705
zo
0 to
O� •.• &TAT OF ((7`
0NAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE
I I I
STANDARD OR
f
OFFSET MULL
CLIP MAY SE
I
INSTALLED BY
d
I
I I
THIS METHOD,
..
4
-e
d .
d
d.
'd
EXTERIOR e d
MULLION
SEE SHEETS
21.23 FOR HOLE
LOCATIONS
EDGE
o
DISTANCE
FOR WOOD
SCREWS L
250"
' ALL
d
e ea
MAX FOR
MULLIONS
TYP.ANCHOR
1B-16B
SEE TABLES
1 B-13B
r BY OTHERS,
SEE.0
NOTE 1, _
"e` SHEET I.
SIDE VIEW
FRONT VIEW
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN) --
d 6
e
. I
e ad I
n4 d
EXTERIOR
EDGE
DISTANCE e
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
aH
. � S
MULLION -
RRR""7 q
EUCKSTRIP TYP. ANCHOR
AND - PER SUBSTRATE, p2,�
ATTACHMENT SEE SEE TABLES I13-13B •-
BY OTHERS, 10
SEE NOTE 1, - N
SHEETI. g u�
MIN 27 KSI ' EDGE 0 N
rc
I I CONCRETE OR CMU i I DISTANCE, J
I--i-SEE SEE TABLES
I ' EDGE DISTANCE 1B-13B Q<
FOR MASONRY W Q 0 a
1 i e ANCHORS .m 0
SIDE VIEW Z M
O
F
e ETHER THE �C �
STANDARD OR = U m
OFFSET MULL Z
' . CLIP MAYBE aZ
e INSTALLED BY I— S j
THIS METHOD. •J CO `u a
r a. 44 Q O Z N
55 gN oo;
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-1313
BUCKBTRIP
AND
ATTACHMENT
T BY OTHERS,
EMBEDMENT-' SEE NOTE 1,
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 CUP MAY 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 DEWALTIELCO 114" S.S.
AGGREGATOR MASONRY ANCHORS.
MATFRIAI PROPFRTIFR-•
Material
Min. Fy.
Min. F„
Steel Screw
92 ksi
120 ksi
I" Screw
60 ksi
95 ksl
410 Screw
90 ksi
110 ksi
DeWalUElco Aggre-GatorO
57 ksi
-96 ksi
Elco UltraCcriO
155 ksi
177 ksi
3/16' DeWait UltraCori+®
117 ksl
164 ksi
1/4" DeWalt UltraCon+®
148 ksi
164 ksi
6063-75 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
1 33 ksi
45 ksl
PRODUCT REVISED
as complying with the Florida
Building Code
NO"o. ' 20-0406.03 .'
Expiration Date 0-5126/2026
By -G- ':5 "
Miami -Dade Product Control " I
` � t,ICENgF • /�l
* ; No.58705
TE r e ry;
CCS •'• R, ORION.
.
NAL,1�N�`��
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL E:
MULLION TO MULLION ®� 8
--I A25" MIN.
DETAILC- INTERSECTION NOTES: � o
MULLION DIRECTLY ATTACHED TO (U-CLIP) $ F
MASONRY STRUCTURE 1) MAY BE INSTALLED IN'TEE "CR
OSS"
ROSS"
(STANDARD CLIP SHOWN) INTERSECTIONS. y W
VARIES
2) MAY BE INSTALLED HORIZONTALLY
ox
BUCKSTRIP I (SHOWN) OR VERTICALLY. LO
NOTCHED TO
PRDwDE I BUCKS7RIP c 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 0
cLeARANDE I AND FOR CORRESPONDING MULLION. U) - cn U
FOR MULL I ATTACHMENT TOP VIEW Z
CUP, MULLION
BY OTHERS, _ 0 1.2
I SEE NOTE 1; VARIES J LU
I SHEET t. I
I - #12 STEEL SCREWS, .. z
I SELF -DRILLING OR PRE -DRILL
I MULLION `\MULLION AND USE SMS W Q O �[
�� m m MJ co
(�
MULLION
e I I I TYP. ANCHOR = Q o
I, 4 ° .lo THE OFFSET CLIP IS - Z U Z W
EITHER THE I PERSUBSTRATE, \�
I I I Id'. I RECOMMENDED FOR
STANDARD OR I a 1 I. ISEE TABLES IB-138 FIN-
FRAMED L
OFFSET MULL ° I' I p I 1 - INTERSECTION Sa +� y
I WINDOWS, BUT MAY. ./� �W
CUP MAY BE e I U-CLIP f f �a
INSTALLED BY I EDGE DISTANCE ALSO BE USED FOR F- p i>
THIS METHOD. ,Q ' , e 1 1 I a j• ANC ORS NRY OTHER FRAME TYPES. EXTERIOR ¢ Z O
N
Z. Z Q N N_
I ° 'ad A. SEE SHEETS 21-23 FOR C3O
HOLE LOCATIONS (p I'-"d m0
FRONT VIEW EDGE W
EXTERIOR d , I �. ° DISTANCE
d < SEE TABLES }
EDGE DISTANCE F' to >
FOR MASONRY ad 1B-13B Z
d Q O O
ANCHORS ° _ § Z -•� U)
�1 m0msO
F SIDE VIEW — €C DETAIL D:
d MULLION ATTACHED TO PRODUCT REVISED
TYP. ANCHOR as complyying with the Florlda-
TYP-ANCHOR PERSUBSTRATE, STEEL STUD Building Gade
PER SUBSTRATE, SEE TABLES 18-13B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03
SEE TABLES 18-138
STRUCTURE I Expiration Date 05/26/2026
BUCKSTRIP
By
ATTACHMENT 'TYP.ANSTR Miami -Dade
'
.. BY OTHERS, ___ Qf PER SUBSTRATE, ® Mtaml-Dade Product Control
SEE TABLES I B•I3B
SEE NOTE 1, a"
EMBEDMENT' ;. ® '
SHEET 7, 0. �� SEE SHEETS
i EDGE 21-23 FOR
...` .,.. ^ .,.• :, "...�-DISTANCE HOLE
SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU
MIN 2.7 KS] CONCRETE OR CMU 7B•138
`
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES: ® `tt(11111117/�
EDGE �\ Q• •..... V /,1
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE
FOR STEEL STUDS THINNER THAN SEE TABLES 1 `�.-ICEN,SF
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW 16 GA AND COMPLIANT THE FL BUILDING IB-138 P;' ' ;..p
CODE, A2X WOOD BACKER MUST USED. NO. 58705 .
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ATTACHMENT BY OTHERS.
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE EXTERIOR USE wood ANCHOR SPECS SIDE VIEW. -_ �'
"FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES: - - �
7� '. k�' 2 0
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD %�� F A E OF /vim
�i �n '•. �ORIDP•.•' \��
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. ANCHOR VALUES MAY BE USED. "'OS/
2) SEE CORRESPONDING MULLION TABLES, '��NAL
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED SHEETS 5-20, FOR QUANTITY OF SCREWS. A. LYNN MILLER, P.E.
ELCO ULTRACON, DEWALT ULTRACON+ OR DEWALVELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
FL P.E.# 58705
EXTERIOR
O
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-D,
SHEET9 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WITH 1"X 4' X.125"
MULLION
STANDARD MULLION CUP
MODIFIED TO FIT FIELD
CONDITIONS.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-13B
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
EDGE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS R .
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,26" X 2.11" X .125"MULLION.
2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
_30' OR45'
BAY MULL
.0 II O
O Q
TOP VIEW
I
1
I
I
TYP. ANCHOR
I PER SUBSTRATE,
I SEE TABLES 15B OR 16B
I
EXTERIOR
I 2' X s ANGLE CUP,
i :2 PER MU LLION END, MUST BE
INSTALLED INSIDE OF BAY MULL
INTO WOOD,
STEEL, ALUM
ORMASONRY
Y
1 EDGE (D "�GCCCCCCC I
DISTANCE
PER
ANCHORT_q
ONOTES FOR INSTALLATION OPTION G & H:
G
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS. '
3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
PRODUCT REVISED
as complying With the Florida
Building Cod.
NOA-No. 20-0406.03
Expiration Date y05/2612026
BY —
Miami -Dade Product Control
�� .•' LICENSE'•. ���,
T
No.58705
STATE F V
�`ss •F� 0RIDP.•'•G1��
TONAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 1A
Mullion Capacity Table Ibslft2 -
ANCHOR CAPACITY
..
Opening Width (for vertically -sparring
mullions) or Opening Height (forhorizardally-sparril g mullions)
ADJUSTMENT FORMULA:
.1x2x.126
6p In
so In
701n
801n
90 in
100 N
I
140 H
160 In
)X /ANCHON CAP.,„,,,,\
(DP MULLIONCAP.,",,,r
Reetnngular
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Leading
Reabri War
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TreplTdong.
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Loafing
TreplTdeng.
Leading
RactangWar�
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TrapRdeng.
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Loading
TrapRdang.
Loading
Rectanguar
Loading
TrepRdang.
Loading
Rectangular
Loading
Trepmlan9.
Loading
Rectanguar
Loading
TmpRdang.
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Alum.Tube
Mullion,
z
a
n
g
a
a
a
x
r
d`a�
Al
g
2€wre
a.
Ala
`�
��
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m
r-
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`
f�
r
Is
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r�
d`
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u�
E�
r
t.5
d`¢
a
A
gg
21¢`¢"
R
b-
a
�'•
i
ae
dip
2
=
a
s.�•
r
�'�¢
6m
x
a
t.
a`
=ANCHORCAP.„" .
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED- CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
111.9
408
129.5
332
93.2
408
115.5
325
T9.9
408
107.8
321
69.9
408
104.4
319
62.1
408
104.0
319
55.9
408
104.0
319
46.6
408
104.0
319
'39.9
408
104.0
319
35.0
408
104.0
319
481n
74.9
312
83.8
258
62.4
312
73.4
252
53.5
312
67.0
248
46.8
312
63.2
246
41.6
312
61.3
244
37.5
312
61.0
244
31.2
312
61.0
244
26.8
312
61.0
244
23A
312
61.0
244
OPENING, WHEN IT IS LOWER
50.625In
63.9
281
70.8
.234
53.2
261
61.5
228
45.6
281
55.7
224
39.9
201
52.1
222
35.5
281
50.1
1 220
31.9
201
1 49.3
219
26.6
281
49.3
219
228
281
49.3
219
20.0
281
49.3
1 219
THAN THE MULLION CAPACITY
w
541n
52.6
247
57.5
207
43.9
247
49,8
202
37.6
247
44.8
199
32.9
247
41.6
196
29.2
247
39.4
194
26.3
247
38.4
193
21.9
247
38A
193
18.8
247
38.1
193
16.4
247
3S.1
193
(FROM THE TABLE) OF THE
SELECTED MULLION, IT WILL
a
m
60 In
38.4
200
41.2
170
32.0
200
35.4
166
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
631n
33.1
181
35.3
155
27.6
181
30.3
152
23.7
181
26.9
149
20.7
181
24.5
146
18.4
181
22.8
144
16.6
161
21.7
143
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
`z
661n
28,8
165
30.6
142
24.0
165
26.1
139
20.6
165
23.1
136
19.0
165
21.0
134
_
ANCHOR OPTIONS FROM THE
721n
22.2
139
23.3
120
18.5
1 139
19.9
118
15.9
139
17.5
116
-
ANCHOR CAPACITY TABLE.
781n
18.9
125
1 19.7
109
15.7
125
16.8
107
78 In
17.5
11.1
1g.2
1 104
TART F •IR
- ' Substrate:
2-7k Concrete
31, Oourele .
3.5k Oonc.
Hot=CMU II
Filed CMU
Pr Wood
Metal
Anchor -
Capacity
P LY
ArohorType:
311E El..
Ullmcon
1/4' Elco
Nhamn
311E O.Walt
Ultmon.
1- 0-11
Ulimean.
1116" Eire
Ultracon
311E Elco
Ullracon
114" Elco
Ultmcw
311E DeWall
Ullmwn.
114" DeWall
UII2aan:
114' SS Elco
A Galor
eam
511S' El"'
Ultraoan
1/4' SS Elco
A r.Gator
ae
#10 Steel
Screw (GS)
412 Steel
Screw G
(5)
912 Steel
Screw (GS)
(lbs)
Edge Old- (n}
P
2-112
1'
2-irr
1'
2412'
1'
2-1/2
3-1/8'
P
2-1/2'
P
2-112"
1'
2-VT
1'
2-t/2°
Y
3-tlb'
2
o.4e'
0.84'
0.324'
Embeitmenl(n):
13/4'
13W
1314-
1-W
1-3/4-
1-w
1-3/4'
1-W4-
2
1-114'
1.1/4'
1-114'
1-1/4'
-1-1/4'
1.1/4'
1.114'
14/4'
71/4-
1.114'
2
1318'
13/8`
sedge
2 Amhara @ 4.75" Min. O.C. Standard
or Offset Clip (Fig. 1):
390lbs
39016s
4501bs
8901bs
310lbs
630 lbs
220Ibs
8701bs
16441be
2701ts
280161
3541bs
7401bs
2301bs
370 lbs
320 lbs .
5801bs
374 lbs
- 664lbs
940lbs
341 lb.
44210s
5601bs
4 Amhara Q 1,154 Min. O.C./ Standard(or Offset) Clp(Flg. 2).
4801bs
7001bs
WA
WA
320lbs
12601bs
370 lbs
WA
WA
WA
390lbs
WA
WA
WA
7401be
WA
WA
WA
A
WA
682Ito
885lbs
1120 Vm
4 Anchom-@3'Min. O.C. 1(2) 26 Angle Clip /(Flg. 3}
780 lbs
7801bs
680 Its
1560 lbs
620lbs
1260lbs
440lbs
1740Ibs
1896lbs
640 lbe
560 lbs
WA
76010s
460 Ibs
74016s
64016s
1160lbs
7481bs
8801ba
18921bs
6821bs
88516s
1120 Ibs
2 Anchors @ 0.45' Min. O.O / "lip. into .125' AIpnL (Flg. 4):
WA
WA
N/A
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
715 M
1 Anchor/F-Mp(Rg. 6Y.1
195lbs
19516s
225 lbs
445Ibs
155,lbs
315 lbs
1101M
435 lb.
8221bs
13516s
140 Ibs
177lbs
370 go
115 Ibs
185 lbs
160 Ibs
290 Ids
187 lb.
332 to$
473lea
170lbs
221 Ibs
280 lbs
2 Anchors@ 1.1E Min. O.G1 F421p(Flg.%
240lbs
3501hs
WA
WA
1601bs
8301bs
1851bs
WA
WA
WA
190 lbe
WA
WA
WA
370 Ito
1 NIA
WA
WA
WA
WA
341 Ibs
442 lbs
5601bs
FIGURE 1: FIGURE 2:
IQ IFT .- � [' e �1 11 0 1*!
FIGURE 3:
1 0 . F O O
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 6: FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
--� 1.000"
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �.
3) MULLION AND MULLIORCLIPS 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.
2.000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
L .125"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
r
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
- 1
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04&' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
1' X 2' X .125' MUWON
LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
,
LU
W
Z
PRODUCT REVISED
as comp)yIng with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date���0••5�/26/2026
By .0
Mlam Da a Product Contro
., t11u 111/,
* No.58705 t
�7AT OF
tomop'.
S � .
A. LV1 N MILLIER, P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Ibslft2
ANCHOR CAPACITY
Opening Width (forverfically-spalWng
mullion) or Opening Height (for horizontally-spartrIng mullions)
ADJUSTMENT FORMULA:
601n
601n
701n
80 in
90 in
100 in •
120In
1401n
160 In
ANCHOR CAP.,o,,,�
(DIR-)X ( )
MULLION CAP..„,,,,,,
Rectangular
TraplTdang.
Rectangular
TrapTdarg.
Rectangular
Traprr6arg.
Rectangular
TrepTdang.
Rectangular
Trap/Tdang.
Rectangular
TrapTdang.
Rectangular
Trapri'dang.
Rectangular
TrapTriang.
Rectangular
7rapRdang
I X 2 x.376
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r
r
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r
r
r
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=ANCHOR CAP.,,,,
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REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
620
170.0
435
151.3
662
170.0
478
129.7
682
170.0
506
113.5
662r
169.5
'618
100.9
662
168.9
517
90.8
662
168.9
517
75.7
.662
16&9
617
64.9
662
168.0
617
56.7
662
168.9
517
481n
121.6
$07
136:0
419
101.4
507
119.2
410
86.9
507
10&7
403
76.0
607
102.6
399
67.6
507
99.6
397
608
507
99.0
396
50.T
'•507
99.0
396
43.4
507
99.0
396
3&0
507
99.0
396
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625In
103.7
456
114.E
379
8&4
456
99.8
371
74.1
456
90.5
384
84.8
456
84.8
380
57.6
458
81.3
357
51.8
456
80.0
356
43.2
456
80,0
956
37.0
458
80.0
358
324
456
80.0
356
'p-IAN THE MULLION CAPACITY
541n
85.4
400
93.3
336
71.2
400
60.0
328
61.0
400
M7
322
5&4
400
6T3
318
4T.5
400
84.0
315
427
400
623
314
35.8
400
61.8
313
30.6
400
61.8
373
2fi.7
400
67.8
313
(FROM THE TABLE) OF THE
m
601n
62.3
324
66.9
276
51.9
324
57.5
270
44.5
324
51.2
264
3&8
324
46.9
260
84.6
324
43.9
257
31.t
324
420
255
26.0
324
40.5
253
2Z2
324
40.5
253
19.5
324
40.5
253
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
631.
53.8
284
57.4
252
44.8
294
49.2
246
3&4
299
43.6
241
33.8
294
3&8
237
29.8
294
37.7
234
78,9
294
35.2
232
224
294
33.6
230
19.2
294
33.4
230
18.8
284
33.4
230
CAPACITY WHICH MAYBE
0
66 1n
46.8
268
49.6
230
39.0
258
424
' 225
33.4
268
37.5
221
29.2
288
34.1
218
20.0
268
31.6
215
23.4
268
29.8
212
19.5
268
28.0
210
16.7
268
27.7
209
14.6
268
27.7
209
USED TO QUALIFY ADDITIONAL
g
72In
36.0
225
87,9
796
30.0
225
322
191
2&7
225
28.4
tee
226
225
2&6
785
20.0
226
23.6
182
18.0
225
221
180
15.0
225
20.3
177
129
715
19.5
176
11.3
225
19.8
178
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
76 In
30.6
202
32.0
177
25.5
202
27.2
173
21.9
202
23.9
170
19.2
202
21.5
167
17.0
202
19.7
165
15.3
202
10.4
163
12.8
202
16.7
160
10.9
202
15.9
158
9.6
202
15.8
158
781n
28.3
192
28.6
t68
23.6
192
25.1
165
20.2
192
220
162
17.7
192
19.7
159
167
•192
18.1
157
14.2
192
18.8
155
11.8
192
15.2
152
10.1
192
14.4
150
&9-
192
14.2
150
901n
18.6
144
19.0
128
15.4
144
16.1
126
961n
15.2
127
1 15.6
113
TART F I)R
Substrate:
27k Cmcrele
3k Concrete
35N Cone.
Honow CMU
Filled
P7 Wood
Metal
Anchor
Ancbarype'
3116'EI[o-
Ullydcun
1141Exo
Ullmon
311C DeWaIt
Ullman-
1!4'Oc'Nell
Ullocon+
5116'Elco
Ullman
3/16'�co
Ultrecon
1/4•EICD
Ultocon
3n1G ONYaO
U1lracon.
114'OeWa1
Ultracan•
U4'SS EIco
A9M9M for
5116'ElcoDSCapacity
UO2cm
Screw(G5)
Screw(G5)
Screw(W)
(Ibs)
Edge Dlstarne(In).
V
2-1?
V
2-1/2'
1•
• 2.10
1'2-1/2'
3-1l8'
1'2.1re
1"2-1I2'
1'
241Z
1"2.1re
2•
3-1/8'0.48'
0.54'
0.324"Embeonenl(in):
131e
1314-
1.&C
IVr
1314'
1314"
1314'
1-3r4'
T
1-1/4'
1-V4-
1-7I4'
1-114"
1-114'
1.1/4'
1414-
1-1f4"
1414'
1-•1,r1318'
1-w2
Arcbors®4.76"Mln. O.C. I Standard
or OMet Clip(Fig. 1):
390 lbs
390 lbs
450Ibs'
890Its
310 lbs
630 lbs
220 lbs
8701bs
1S441be
2701bs
280lbs
354lbs
740 lbs
230lbs
370 IW
32010s
6601bs
374Ibs
654 Its
341 lbs
442 lbs
5601bs
4 Ancbas ® 1.15Min O.C. / Slandard (or Olbd) Clip (Fig. 2):
4801bs
700 lbs
NIA
WA
320 lbs
1260 lb&
370 lbe
NIA
N/A
N/A
3801bs
N/A
WA
NIA
740 Im
N/A
WA
N/A
NIA692IM
885 lbs
1120lbs
4 Amhors ® 3"MIn. O.C. /(2) 2t5Angle Clips I (Fig. 3):
780 lbs
780Ibs
6801bs
1560 Ib.1
620lbs
1260 Los
440 lbs
- 1740 It1s
1Eg61hs
51010s
5m Ibs
NIA
760 lbs
460lbs
74010s
640 Ms
11601bs
748 Ibs
880 lbs
6B2lbs
885 lbs
1120lbs
2 Andras ® 0.45" Min O.C. / U-Cllp, Into.125 Ahm. (fig. 4):
WA
WA
- N/A
WA
N/A
WA -
WA
N/A
NIA
NIA
P41A
NIA
WA
NIA
WA
NIA
WA
NIA
NIA
WA
NIA -
715lbs
_ 1A7c11or/FLOp(Fig 5):
195 lbs
195 lbs
225 lbs
4451to
155 lbs
3151bs
1101bs
'4351Is
822 MS
1351bs
1401bs
177lbs
370 lbs
1151bs
1M lbs
1601(s
290 Bts
1B7 is +
332Its
4731bs
170 lbs
22I lbs
280 lbs
2Archors @1.15'Min O.C/F�9p (FIg.6):
240105
350Ibs
NIA
WA
tE010s
6301bs
1851ts
N/A
N/A
WA
1901bs
NIA
WA
N/A
37010s
WA
WA
WA
N/A
WA
3411bs
4421bs
560105
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAVI ERN AND ANCHUK VALUES AS I HE S IANUAKU CLIP.
FIGURE 1: FIGURE2-*
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. ^-j 1.000" f-
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. 2 000"
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 D23775"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 1
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"%2' X .375' MULDON
LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 20-0406.03
Expiration Date
/0512612026
ByL!,:
Miami -Dade Product Control
1GEy F'••C�
No. 58705
T`-
-O`•.• SAT OF
0NALfill tEN
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 3A
- ' Mullion Capacity Table (lbslftz)
CAPACITY
- -
Opening Width (for verficalty-spenrling
mLdllons) or Opening Height (for horizontally -spanning mdlions)
ANCHOR
ADJUSTMENT FORMULA:
1 X 2.
.376 Alutn.
50In
- 601.
701n
Be In
9D In
100In
120 in
1401n
160 N
ANCHOR CAP.,,�,,,,,r
(DP_)X ( )
MULLION CAP.,„,,,,,,
Rectangular
Loading
TraprTdang.
L-Ing
Reclangtdar
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TraplTdang.
Loafing
Rectangular
Loading
-TrapiTdung.
Loading
Rect�ngwer
Loadng
Trep/Tdana•
Loading
Rectangular
Loading
Trapfalang.
Loading
Rectangular
Loafing
Trapridang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TrapRdanB•
Loading
Rectangular
Loading
TrepRdang.
Loading
Tube
Mullion
-a�
r3
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=ANCHOR CAP.,,,,
-
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421.
170.0
620
170.0
435
170.0
744
170.0
479
170.0
868
170.0
506
170.0
99't
170.0
519.
170.0
1116
170.0
521
170.0
1240
170.0
521
146.7
1301
170.0
521
1301
170.0
521
'
111.5
1301
170.0
521
481.
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1733
170.0
fi61'
151.E
1139
170.0
677
136.6
1139
170.0
680
113.9
1139
170.0
680
1139
170.0
680
85.4
1139
770.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.6251.
170.9
747
170.0
553
170.0
896.
170.0
631
167.8
1032
170,0
684,
146.8
1032
170.0
723
130.5
1032
170.0
747
117.4
1032
170.0
766
97.9
1032
170.0
756
1032
170.0
756
73.4
1D32
170.0
756
THAN THE MULLION CAPACITY
541.
170.0
707
170.0
612
161.3
807
170.0
691
138.2
907
164.7
-730
120.9
907
1525
720
107.5
907
145.0
714
96.8
907
141.1
710
80.6
907
140.0
709
907
14D.0
709
60.5
907
140.0
709
(FROM THE TABLE)OF THE
SELECTED MULLION. IT WILL
60 In
141.1
735
151.5
625
117.6
735•
130.3
611
160.8
735
116.0
599
88.2
735
106.2
590
78.4
735
99.5
583
70.5
735
96.1
578
58.8
735
91.8
574
735
91.8
574
44.1
735
91.8
574
YIELD A MINIMUM ANCHOR
631n
121.0
666
139.0
570
101.0
ass
111.5
567
87.0
666
98.9
647
76.2
666
90.1
538
67.7
666
83.9
531
60.9
666
79.8
528
50.8
666
76:8
521
666
75.6
521
38.1
666
75.6
621
CAPACITY WHICH MAY BE
8
c
68 N
106.0
807
1124
522
88.3
807
98.1
511
75.7
607
85.0
SOt
802
607
77.1
493
58.9
607
71.5
488
53.0
607
67.6
491
442
607
63.4
476
[43
607
627
474
33.1
607
627
474
USED TO QUALIFYADDITIONAL
ANCHOR OPTIONS FROM THE
J
721n
81.6
510
85.8
443
68.0
570
73.0
434
58.3
510
66.3
428
51,0
510
57.9
419
45.4
510
53.3
413
40.8
810
50.0
408
34.0
510
45,9
402
510
44.4
399
25.5
510
M.3
399
ANCHOR CAPACITY TABLE.
76 in
69.4
458
72.5
400
57.8
458
61.7
392
49.8
458
54.1
385
43.4
458
48.6
378
38.6
458
44.6
373
34.7
458
41.6
368
28.9
458
37.7
362
458
3B.0
359
21.7
458
35.7
358
781n
64.2
435
67.0
381
53.5
435
66.8
373
45.9
435
49.8
366
40.1
435
44.7
360
35.7
435
40.9
- 355
32.1
435
38.1
351
26.8
435
34.4
344
435
32.6
341
20.1
435
322
34D
901n
41.8
327
43.1'
29D
34.8
327
38.4
285
29.9
327
31.8
280
25.1
327
28.3
275
23.2
327
25.7
271
20.9
327
217
268
17.4
327
21.0
262
327
19.3
25B
961n
34.4
287
35.4
257
28.7
287
29.9
252
24.6
287
26.0
24
221.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
114.4
287
16.9
232
108 In
242
227
24.7
205
20.2
227
20.8
201
17.3
227
f8.0
198
16.1
7
1(1.0
195
111.1n
22.3
215
22.7
194
18.6
215
19.1
191
15.9
215
18.6
188
1201n
17.6
184
17.0
167
TARI F RR
Subslrete:
27k Concrete
3k Concrete
3.5k Conc.
Hollow CMU
Flaw CMU
FT Wood
'Metal
Anchor
Capacity
ArctuuType.
3116' Eico
Ullracon
1/4' Elco
Ult-on
3116' OeWalt
Ultracon+
1W DeWall
U1lracoM
5116' Mco
LAtracon
3116' FJco
Ultracon
1/4' Elco
Ultrem
3116- DeWalt
lgtracon+
114' De Walt
Ultracoi*
1/4' SS Elco
AggreGalor
5116' Elco
Ultracan
114' SS Eloo
AggraGalor
410 Steel
Som (G5)
412 Steel
Serew(G5)
#12 Steel
Screw(GS)
(Ibs)
Edge Distance (In):
V
2-11Y
1'
2-1rr
r
2-1/Y
-1. -
2-112,
3.118*
1'
2-1/2'
r
2-1@'
1'
2-112*
' r-
2-1/2'
21
-3-1/8•
r
0.48'
. 0.5v
0.324•
Embedment (In):
1.3/4'
i214'
I-Yr
1.3W
1-W
13/4'
1-314'
1.314'
2'
1-1/4'
1.114'
1.1/4
1.1/4-
1-1/4-
1-1/4-
1-1/4-
1-1/4-
14W
1-1/4-
2'
I -we,
1-wr
modes
2 Amhore@4.7Y Min. O.C./ Standard
or Offset Clip (Fig. i):
390IN
390 lbs
450 IN
890IN
310lbs
6W lbs
220lbs
870 lbs
1641 IN
270 IN
280 IN
354 Ibs
7401.
230 IN
370 IN
320 lbs
680 IN
374lbs
654 IN
D48 too
4411bs
442IN,
560IN
4 Anchore 8'4 1.15' Min. O.0 / Standard
(or Ortset) Cap (Fig. 2):
480 IN
700IN
WA
WA
320 IN
1260 IN
370 IN
- WA
- WA
WA
380 an
WA
WA
WA
740 lbs
WA
WA
WA
WA
NIA
68216s
685IN
11201bs
4 Ardmore ® T Min. O.C.1 (2) 24 Angle Clips /(Fig. 3):
78016s
780 Ns
680 IN
1560 IN
620lbs
1260 IN
44D IN,
1740 lbs
1896IN
540IN
560 IN
WA
760 lbs
4601bs
740 IN
640 IN
1160IN
74816s
8801bs
1892IN
682 IN
885IN
1120 IN
2 An h rs ® 0.45- Min: O.C. / U-CIIA Into.125' Al- (Fig. 4):
WA
WA
WA
WA
WA
WA
NIA
• WA
WA
WA
WA
WA
WA
WA
N/A
N/A
- WA
WA
WA
N/A
WA
WA
715IN
' - - 1 Anchor/ F4Mp (Fig. 5):1
1951bs
1951bs
226 iN
4451bs
1551bs
315 lbs
1101bs
4351bs
822 1N
1351bs
1401bs
1 17716s
370 IN
115 IN
185 to.
160 [be
290 IN
187IN
3U IN
4731bs
1701bs
QMl lbs
280 IN
2 Anchors Q 1.15' Min. O.G/ F-CUp (Flit. 61,1
240IN
350 IN
NIA
WA
160 IN
630 IN
1851b1
WA
WA
WA
1801ba
WA
WA
WA
370 IN
WA
N/A
WA
WA-
WA
341 IN
4421N
560 fbs
NU I t: rUK I Kt UYrbt I ULIF, Ubt I tit SAMt ANUKUK FAI I tKN ANU ANUKUK VALUES A5 -I Kt S IANUAKU (;UY. (--::) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2:
o e s •
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 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-T5AND BEA MINIMUM OF.125"
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST ,126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
Ld
F-
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Mlam"ode Product Control
,r No.58705
%0 STATE F
CAS FZORIDI`,. •- 1C�`
i,777s�ONAL Il N: �.
A. LYNNIIuII��ER. P.E.
FL P.E.# 58705
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Required Obs)
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Mullion Capacity
�r
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Required (ibs)
8
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Mullion Capacity
-
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$
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Anchor Capacity
Requlrcd Obs)
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u
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Mullion Capacity
OW112)
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Anchor Capacity
Required Obs)
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acity
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bs)
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Mullion Capacity
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Required Obs)
m �_
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Anchor Capacity
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NEW ANCHOR TYPE.
Ry.
OLOGY DRNE
N. VENIM FL 34275
(941) 490-1600
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5 m
u c
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q
Mull Length
o x
C o
O
N
C G a
5
- 3 x
y
O1
N
-o
o
o
N
rr
o
o
Mullion Capacity
Obalft2)
Mchor Capacity
Required Qbs)
5 c2
$
:
o
o
Mullion Capacity
S
N
m
v'
m
s
o'
Qbsl112)
s
$
JE
Anchor Capacity
Required Obs)
iJ
IJ
N
Mullion Capacity
oba%ftz)
s
S
Anchor Capacity
Required Qbs)
E' n
5.
c
s
Mullion Capacity
$
S
8
$
$
.E
Anchor Capacity
Required Obs)
w
b
i�
V
c
�.
m+
o
i
o
o
Mullion Capacity
O a2)
sv
$
Ancha capacity
Required Qtis)
o
y
Muillon Capacity
' O
obsinz
s R
IN
S,
0
8
Anchor Capacity
Required
o
m.
Obs)
Mullion Capacity
•$
E
m
'N
o
'Anchor Capacity
m E
R
Roqubed Obs)
o
2
>v
m
A
m
N>
o
Minion Capadry
QWU1
N
w
Anchor Capacity
Required Qbs)
C)
O
'.'i
a
a
N
'mow,
'oo
Mullion Capacity
Obsfft2)
m
s g
=
zi
3
a
5
-�
$
E
$
Anchor Capacity
Required Qbs)'
g
m
H
,,,,
y
1.
Q
m
c
'v
Mullion Capacity
�
$
a
Anchor Capacity
Required Qbs)
a
ro
m
a
u
Mullion Capacity
A
m
Q��
e
Anchor Capacity,
_
I
a
Required Obs)
8
g
-.
No
w11
r.
a
Mullion Capacity
k.c
Qbs/fM
n
,
Anchor Capacity
Required Obs)
m�
�•
Mullion Capacity
$
$
7t
$
Anchor Capacity
Required Ohs)
w e
R
S
d
is
8
w
12
m.
Mullion Capacity
rn
a
o
-•
A
N
N
c
o
PWU)
m
'
m
m
N
nr
m
a
S
a
Anchor Capacity
o
m
m
o.
Required Obe)
m
m
$
H
Mullion Capacity
m
r
Anchor Capacity
Required Ohs)
'
iJ
fl
W
g
Muni. capacity
Qbslit2)
s
S
X
MchorCapacity
Required Vb.)
'� m
�+
N
Muftlan Capacity
n
m
r
N
Qbs rtz)
s
N
u
e
iC
�-'
N
-•
S
Mchor Capacity
Required Obs)�
o �.
�•
o
m
Minion Capacity
s
5'
o
Qbs1NJ
`es
Anchor Capacity
Required Obs)
n, mm 0
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v
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5IDnyyKn
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z
ANCHOR
1070 7ECIIHOLODy DRAG
N. VEN= FL 34275
(94f) 480-1600
TABLE 6A
Mullion Capacity Table (lbsffe)
ANCHOR CAPACITY
Opening Width (tor vertically -spanning mullions) or Opening Height (tor horizontally -sparring mullions)
ADJUSTMENT FORMULA:
1 x4X.125
501n
601n
70In
eo in
90 in
100 in
120 In
1401n
1601.
ANCHOR CAP.,„„„,
(DP ) X ( )
MULLION CAP,,,",,,".
Rectangular
Londug
Trap/Tdang.
Loading
Rectangular
Loaning
Trap/Triang.
Leading
Rectangular
Leading
Traplydan9-
Loading
Rectangular
Loading
TrepRdeng.
Loading
Rectengutar
Loading
Trep/Tdang.
Loading
ReclenBWar
Lowing
TrepRdeng.
Loading
Rectangular
Loading
TrapTdeng.
Loading
Rectangular
Loading
TrapTdang.
Loading
Rectangular
Loading
Trep/Tdeng.
Loading
Alum. Tube
Mullion�.
s
21
a
�rc
�o
�rr
a@
•5
�rc
��
dr
._�
-
�%
L'_e
�¢
=�
aa
�2
•_L•
9.
yy
lac
_�•
e
f�
L.5
��
5
.� g
��.
'_
ci
is
gi
�rc
3
5�
a
��
'_
r�
ts�
�.
ao:
z'
r
5�
aa
2@
'_
c
1st
a`a:
5�
s�.
b'_
q
ci
z9�
'a
�rc
F
_�
E-
��
'_
W
ci
t&
�rc
$
o
_�
��
$�.
3
t�
'$.
¢`¢
g
�i
5�
aa
�2
g�
o
x,9e
$�
L
�'
3
_
a
f@-
a
3,
tsE
-5
��
z•
A_
�
a
Is.
$ �`�.
d`a:
a
8
_�.
fir✓
a-.-
A a
t.5
�.
dz
3
a
�@,
Fu..
Li `
s.
gg
d
=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.o
478
170.0
868
170.0
506
170.0
992
170.0
510
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
621
145.8
1489
170.0
521,
127.6
1489
170.0
521
48 N
170.0
708
i70.D
524
170.0
850
170.0
584
170.0
992
170.0
830
170.0
1133
170:0
661
170.0
1275
170.0
677
158.3
1303
170.0
680
130.3'
1303
170.0
880
111.7
1303
170.0
880
97.7
1303
170.0
880
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.626 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
156.1
1235
170.0
747
140.6
1235
170.0
756
117.1
1235
170.0
756
100.A
1235
.170.0
756
87.8
1235
170.0
756
THAN THE MULLION CAPACITY
54 n
170.0
797
170.0
612
170.0
ssfi
170.0
691
170.0
ills
170.0
754
154.4
1158
770.0
803
1372
1158
170.0
837
123.5
1158
170.0
856
IOU
1158
170.0
861
882
1158
170.0
86t
772
1158
170.0
881
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
601n
170.0
BBS
170.0
•701
168.7
1042
170.0
797
142.9
1042
161.1
832
125.1
1042
146.7
815
111.2
1042
136.8
80)
100.0
1042
130.2
791
83A
1042
'125.1
782
71.5
1042
125.1
782
62.5
1042
125,1
782
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
161.2
992
163.6
818
129.6
992
144.4
799
113.4
992
131.0
782
100.8
992
121.4
768
90-i
992
114.8
758
75.0
992
108.4
745
64.8
992
108.0
.744
58.7
892
108.0
744
CAPACITY WHICH MAY BE
681n
165.4
947
170.0
780
137.8
947
148.0
786
118.1
947
130.3
768
103.4
947
117.7
752
91.9'
947
108.7
738
827
947
102.2
727
68.9
947
95.1
713
59.1
947
94.0
711
51.7
947
84.0
7i1
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
721n
135.9
849
1427
737
1132
849
121.8
722
97.0
849
106.9
708
84.9
849
98.4
696
75.5
849
88.7
Egg
67.9
819
82.7
676
56.6
849
75.3
659
48.6
849
725
652
425
849
724
651
ANCHOR CAPACITY TABLE
_
76 n
115.5
762
120.7
665
86.3
762
1026
652
82.5
762
90.0
640
72.2
762
80.9
629
64.2
762
742
620
57.8
762
69.2
613
48.1
762
62.8
602
41.3
762
59.9
597
36.1
762
59.4
595
78 n
106.9
724
111.4
634
89.0
724
94.6
621
78.3
724
S29
609
66.8
724
74A
599
59.4
724
68.1
591
53.4
724
63.4
583
44.5
724
57.3
673
382
724
S4.3
567
33.4
724
53.5
565
901.
69.6
543
71.8
483
58.0
543
60.7
474
49.7
543
529
466
43 55
543
47.1
458
38.6
543
42.8
452
34.8
643
39.5
445
29.0
543
34.9
436
24.6
543
32.1
430
21.7
543
30.7
426
e61n
57.3
478
58.9
427
47.8
478
49.7
419
40.8
478
43.2
412
35.8
478
38.5
408
31.8
478
34.8
400
26.7
4TB
32.0
395
2].e
478
28.1
386
20.5
478
25.6
380
17.9
478
242
078
1081n
40.3
377
41.1
3{1
13.5
377
34.0
335 .
28.8
377
30.0
330
25.2
377
26.6
325
22.4
377
24.0
321
20.1
377
22.0
317
18.8
377
19.0
310
14A
377
1-1.1
304
III n
37.1
357
37.8
323
30.6
357
31.8
318
26.5
357
27.5
313
23.2
357
24.4
309
20.6
357
22.0
305
18.5
357
20.1
301
15.4
357
17.4
294
1201n
29.3
306
29.8
279
24.5
308
25.1
274
21.0
406
21.7
270
18.3
306
192
267
18.3
306
17.3
283
1441n
17.0
212
172
196
'
TABLE 6B
Substrate:
2.71, Concrete
3t Concrete
3.51, Com.
- Hollow CMU
Filled CMU
FT Wood
Metal
Anchor
Capacity
Amhortype:
WI& Elco
Ullracon
1/4- Eke
Ultracon
3116" MWelt
Ulhacon+
1/4',DeWall
Ullracons
5/16" Elea
1.11I. n
3/18' Elco
Ullm=
114" El..
Ulllacon
W16" DeWall
Ull-...
114' DeWalt
Ullmcoo-s
114' SS �co
A9greGaIor
6/16' Elco
Ullrecon
1W SS Elco
AggreData
#10 Steel
Screw (05)
012 Steel
Screw (G5)
012 Steel
Screw (GS)
fibs)
Edge Distance tiny
1-
2.112' •
1"
2-1/7
1'
2-11T
1-
2.10
3.1/e'
1-
2-1rT
1'
2•i/Y
1'
2-1/T
i- -
2.1/2"
7 -
3.1/9'
Embedmend ft
1.314-
1314-
13I4-
144-
1314"
13/4'
1-3/4'
1.314'
T
1.114• '
1-1/4'
t-V4-
1.114-
1.114-
1-1/4-
'1.1/4-
- 1.114-
1.114'
1-1/4"
Y
13l8'
1-31a•
tales
2 Amhara @ 4.7W Min. O.C. I Standard
or Offset Gip (Mg. 1&2):
3901bs
3901bs
4501bs
890lb,
310 lbs
6W lbs
2201bs
870 lbs
16441bs
2701be
2801bs
3541bs
740-lbs
2301bs
370 lbs
320 lbs
See lbs
374 lb.
664 Ibs
9461be
341 Ibs
4421bs
560 IN
4 Anchors @ 225* Min O.C. I.Stendeld (or Offset) Glp (Flu. 3):
7001b.
7001bs
680 lbs-
1410Ibs
6201bs
1260 Ibs
420lbs
17201bs
952lbs
WA
6601bs
WA
6301bs
3901bs
740 Ibs
510lbs
10601hv
WA
8601bs
N/A
682 lbs
ties IDS
1120lbs
S Anchors @ 1.15' Min. O.C. I Standard (or 0160) Clip (Fig. 4}_
960lbs
14001bs
WA
WA
' 6401be
2520 lbs
74111
WA
WA
WA'
760 the
WA
WA
WA
1480lbs
N/A
WA
WA
WA
WA -
1363 lbs
IWO lbs
22401bs
4 Anchors @ 3- Min O.C. / (2) 20 Angle Clips / (Fig.5):
7801bs
780 lb.
680 lbs
1560 U.
6201be
1260lb.
- 440lbs
17401bs
18961bs
540 lbs
560 lbs
WA
760lb.
400 lb.
7401ba
640'lbs
11601bs
7481be
880 Ibe
18921bs
682lbs
8851be
1120 iba
6 Anchors @ 3" Min. O.C.1(2) 26 Angle Gips/ (Fig. 6):
11701bs
11701bs
10201bs
2340 ibs
9301bs
18901be
6fi011s
2610 lbs
2844 Has
8101bs
940 lbs
WA
'11401be
690 lbs
11101bs
960 lbs
1740lbs
11221bs
1320 lb.
2838 Ors
10221bs
13271be
1680 lb.
4 Anchors @ O.4S Min. O.C.I U-0Cup. inlo.125-Alum. (Fig. 7y
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA -
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
14301bs
' 2And=Q225-Min. O.C./F-aip(Fig. 6):
3501bs
3501be
280 lbs
705lbe
310Ibs
6301bs
210lbs
8601bs
476Ibs
WA
2801bs
WA
3151bs
1951bs
370 lbs
2551hs
b301bs
WA
4401Ds
WA
3411bs
4421bs
5601bs
4 Anchors @ 1.15' Mn. O.C.1 F-Glp -(Fig. 9):
4801bs
700lbs
NIA
WA
3201bs
12601bs
37011.
WA
WA
WA
3801ba
WA
WA
NIA
740 lbs
NIA
N/A
WA
WA
WA
6821hs
8691bs
11201bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE 5T
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9:
I Ire
F. - -
FIGURE 5:
FIGURES: FIGURE 7:
I
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
CLIP.
TABLE NOTES: -
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS: HOLLOWAND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (ill GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
--� 1.000" j-
4.000"
125"
1'X4'X.1 5'
MULUON
}d
F•-
6L
PRODUCT REVISED
as comPl In9 Wlth the Florida
Building Code
N. A -No. . 20-0406.03
F,xpiratlon Date 05/26/2026
By
Miaml-Dade Product Contror
�,\" N`? LYNy !
0 ........ 17 �i
GEN
No.58705
KN
�(/TZOF
C) Si
NAB
A. LYNIf MILLW P.E.-`
FL P:E.# 58705
TABLE 7A
Mullion Capacity Table (lbsIR2)
ANCHOR CAPACITY
Opening Width (forvedlcally-spardng
mu9lons) or Opening Height (tor horizontally -spanning mui0ons)
ADJUSTMENT FORMULA:
1u4tr
501n -
601.
701n
801n
g0 in
1001n
1201n
1401n
1601n
OPm ANCHOR CAP.,,e,,,,.\
( ) X /
MULLION CAP.,,o,,,",
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Mullion
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=ANCHOR CAP.,,,
USE THIS FORMULA TOOBTAIN ,
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO UI ACTUAL PRESSURE
REQUIREMENT FORT HE
42 In
170.0
520
170.0
435
170.0
744
170.0
478
170.0
SM
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
521
170.0
1735
170.0
521
170.0
1983
170.0
621
48 In
170.0
708
tto.o
eza
vo.o
eso
no.o
51u
no.o
esz
tto.o
630
no.o
1133
170.9
661
170.0
1275
tta.o
sn
no.o
un
no.o
sea
170.0
ttw
n9•o
s6o
no.o
19e3
no.o
eeo
151.9
2024
ttgo
egg
OPENING, WHEN IT IS LOWER
50.825In
170.0
74T
170.0
563
170.0
898
170.0
631
170.0
1046
170.0
684-
170.0
1195
170.0
723
170.0
134s
170.0
747
170.0
1494
170.0
75s
170.0
1783
170.0
756
156.0
tale
170.0
756
136.E
1818
170.0
756
THAN THE MULLION CAPACITY
54 In
170.0
797
170.0
612
170.0
950
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
159.9
1799
170.0
861
137.1
1799
170.0
861
120.0
1799
170.0
881
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
601n
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
096
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
631n
170.0
930
170.0
745
170.0
1118
170.0
850
170.6
1302
170.0
940
170.0
1408
170.0
1015
166.7
154F
170.0
1076
141.0
1542
170.0
1122
117.5
1542
168.5
1158
100,7
1642
167.9
1157
81LI
1542
167.9
1157
CAPACITY WHICH MAY BE
BB in
170.0
074
170.0'
7B9
170.0
1189
170.0
803
170.0
1364
170.0
f002
160.6
1472
170.0
1088
142.8
1472
168.8
1148
120.5
1472
158.8
1130
107.1
1472
147.8
1108
91.8
1472
148.0
1104
80.3
1472
146.0
1104en
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
m
721n
170.0
1063
170.0
878
1709
1275
170.0
1009
150.0
1320
166.2
1101
132.0
1320
149.9
1082
117.3
1320
137.8
1066
105,E
1320
128.6
1049
86.0
1320
117.0
1024
TSA
1320
112,E
1013
66.0
1320
112.5
1012
ANCHOR CAPACITY TABLE
J
76 in
170.0
1122
170.0
937
149.6
1184
159.4
1013
128.2
1194
139.9
994
1122
1184
125.7
976
99.7
1184
115.3
964
89.8
1184
107.5
952
74.8
1164
97.6
1 935
64,1
1184
93.1
1 927
56.1
1184.
92.3
925
_
�P781n166.1
1124
170.0
867
138.4
1124
147.0
865
118.E
1124
120.8
947
103.8
1124
115,E
931
82.3
1124
f05.8
818
830
1124
96.5
908
692
1124
89.0
890
59.3
1124
84.3
881
51.9
1124
83.2
8T0
108.1
844
111.5
750
90.1
044
94.3
736
77.2
844
821
724
67.8
844
73.3
712
60.1
844
W6
702
64.0
844
61.4
693
45.6
844
542
678
38.6
644
50.0
668
33.8
844
47.7
662
89.1
742
91.5
663
742
742
77.2
652
63.6
742
55.7
742
69.8
631
49.5
742
54.1
622
44.5
742
49.8
614
37.1
742
43.6
600
31.8
742
39.8
590
27.8
742
37.5
584
62.6
586
63.9
530
52.1
586
63.8
521
44.7
586
39.1
588
41A
505
34.8
586
37.3
498
31.3
586
34.2
492
26.1
588
29.6
481
22.3
586
26.6
472
19.5
588
24.7
466
67.6
555
58.8
503
48.0
555
49.5
495
41.2
555
12641
36.0
655
38.0
480
32.0
555
34.2
473
28.8
555
31.3
467
24.0
555
27.1
467
20.6
555
24.J
442
45.6
475
46.4
433
38.0
475
39.0
426
32.6
475
25.5
475
29.8
414
25.3
475
26.8
409
228
475
24.5
404
19.0
475
21.1
395
163
475
187
3H7
143
475
172
381
26.4
330
26.7
305
22.0
330
22.4
301
18.9
330
16.5
330
17.0
293
Substrate:
2.79 Concrele
3k Concrete
3.5k Cone.
Mo- CMU
Figed CMU
PT Wood
Metal
Anchor
Capacity
AnchorT 7�'
311E Elco
Ullrecon
114' Elio
Ighracon
311E De Walt
Lilt-cm,Ultraconf
1/4' DeWall
511E Elea
Ultracon
311E Elco
Uilracan
1/4' Elea
Ullracon
311E DeWalt
ull2canr
1/4' De Welt
Ullracen+
1/4' SS Elco
AggreGalor
5116' Elco
Ultmeon
1/4' SS Elco
Aggn:Gator
010 Steel
Screw (G5)
#1251eel
ScraW (G5)
#12 Steel
Screw (G5)
• (Ibs)
Edge a.tnea (In):
1' -
2-1W
1'
2AW
1'
-2-10
1•
2-1rr
3.113'
1'
2-1/2'
1'
2-112"
1'
2.112"
1'
2-1/2'
7
3.1f8'
7
0.48'
0.54'
0.324•
Embedment (my.
1-4'
1.814•
1.314"
1.3r4"
144'
1-N4'
1.314'
i-T4'
T
1-114"
1-1/4'
1.114-
1.114'
1-114'
1.1/4'
1-114'
1414'
1-1/4'
1-1/4'
T
1-318'
1-31W
modes
2 Anclwrs @ 4.76' Min. O.C./ Standard
or Onset Clip (Fig. 1&2):
3901bs
390 Its
450 lbs
890 lbs
310lbs
6301bs
2201bs
870 lbs
18441be
270 We
2aD Ibs
354 lbs
740 lbs
230lbs
3701bs
320lbs
5801bs
374 ibe
684 Has
946 lbs
341 lbs
4421ta
560 Ws
4 Amhara @ 225' Min O.C. / Standard (or Offset) Clp (Flg. 3):
700lbs
700 its
580 lbs
1413lbs
6201bs
1250 lbs
4201bs
1720IW
952 Ibs
WA
560 lbs
WA
SM lbs
390lbs
740 lbs
510 lbs
1060 Ibs
WA
8W lbs
WA
682 Ibs
6851bs
1120 lbs
B Amhara @ 1.15" Min. O.C. / Standard (or Offset) alp (Fig. 4j
960lbs
1400 IM
WA
WA
640 lbs
25M lb.
740 It.
WA
WA
WA
760 @s
WA
WA
N/A
14801be
WA
WA
NIA
WA
WA
13G10S
17701bs
22401bs
4 Anchors @3' Min: O.C.I (2) 20 Angle Alps I (Fig. S):
780 Ibs
780Its
680 lbs'
1560 lbs
620lbs
1260 Ibs
440 lbs
1740 lbs
1896 lbe
540 Its
660 lbs
WA
760 Its
460 lbs
740 lbs
640 lbs
1160 Its
748 lbs
8BO Ibs
1892 Ibs
682 lbs
885It.
11201bs
8 Anchors @ T Mln O.C. 1(2) 26 Angle Gips / (Fig. 6):
11701bs
1170 Its
10201b5
2340 Ibs
9301be
18901W
650 lbs
2010 lbs
2B44 lbs
are Iw
84015s
WA
1140 lbs
690 lbs
Me Ibs
960 lb,
1740 lbe
11221ba
13201hs
2838 lbs
10221ds
1327lbs
18801be
4 Anohars @ 0,45 Min O.C: I LLaip, Into .12E Almon. (Fig. 7)
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
NIA
WA
WA
14301bs
2 Anchors @ 225' Min O.CJ F-COp (Flg. 8):
350lbs
350lba
200 lbs
705 Ibs
3101bs
6301bs
210 Its
8W Its
470 Ibs
WA
2801bs
WA
315Its
1951bs
3701hs
2551bs
530 lbs
NIA
440lbs
NIA
341 lbs
442 lbs
560 lbs
4 Amhara @ 1:15 Mia O.CJ F 5p (FI, 9):
48016s
1 700lbe
WA
WA
3201bs
1 1260Ihs1
370 Has
I WA
WA
- WA
3801hs
WA
WA
WA
1 740 lbs
I WA
I WA
WA
- WA
- WA
682 lbs
8851hs
1 1120 lbs
PRODUCT REVISED
as comptying with the Florida
Building Code
NOA-No. 20.0406.03
Expiration Date/0512,6/2026
By-
Miam ado Product Control
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I I ERN AND ArvcHUR VALUtZi Ab I Ht b IANUAItU cut'.
-^j 1.062" 1.000" r
TABLE NOTES: '
FIGURE 1: FIGURE 2: FIGURE 3; FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
6 • • • • • • • • - • • • A I - 7
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 41GENSn��l /�
C� P'•.•4'� : .
o • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE Q.' •tom
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" _ No. 58705 '.•
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - -_
FIGURE•5: FIGURE 6: FIGURE 7: -3'�
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND Z Z O
',• o • • • • • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE Off'., Ai OF (` `
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE <1) •'•F(ORIDP,.
• • 6063-T5 AND BEA MINIMUM OF.125"THICK, STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" .375" .375"
THICK (18GAUGE). STRUCTURAL STEEL TOBEAT LEAST.125"THICK AND A36.ALLANCHORS '�/,It 1 t%,�`
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & #12 t"X 4" X .375"� 11X4,
"X4' X:375'� q, LYNN M1J{ILI R. P.E.
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. T'-MULLION MULLION FL P.E.# 58705
TABLE 8A
Mullion Capacity Table Ibs/@ ►
Opening Width (for vertically-spamirg
muaiorts) or Opening Height (for horizontally-spamiing muifions)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
1.26" X
3.188" x
50 In
60 In
701n
801n
90 1.
1001n -
1201n
14D In
1601n
(DP_) X ANCHORCAP ,
� ANCHON CAP.,,m,,,,,,�
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Loafing
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Rectangular
Loafing
Trap)Tdang.
Loading
Rectangular
Loading .
TrainTilang. -
Loading
Rectangular
Loafing
TmpllHan&
Loedmg
Rectangular
Loadng
Tmp/Tdang.
Loading
Rectangular
Losdng
Tioprrdeng•
Loafing
Rectanguar
Loading
Trspfrdang.
Loading
-265" Alum
Tube Mull
3
5�
g �
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Is.
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8
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is .5
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8&
r}
=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
1-10.0
868
1 170.0
506
170.0
992
176.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.1)
1488
170.0
521
170.0
1735
170.0
621
151.6
1769
170.0
521
481n
n9.D
70e
no.o
524
na.o
Bso
tto.o
btu
no.o
esz
no.o
630
tto.D
1133
170.0
661
no.o
1275
tto.li
6n
170.0
fan
tto.o
seo
164.8
154e
170.0
sea
132.7
154e
no.o
seo
nee
154e
tto.D
fieo
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
167.0
1468
170.0
756
139.2
1468
170.0
758
119.3
1468
170.0
756
104A
146E
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
603
163.1
1376
170.0
837
146.8
1376
170.0
656
122.3
1376
170.0
881
104.8
1376
170.0
861
91.7
1378
170.0
061
(FROM THE TABLE) OF THE
601n
170.0
885
170.0
701
170.0
1063
170.0
797
158.9
1158
170.0
878
139.0
1158
167.4
930
123.6
1158
156.8
919
111.2
1158
150.0
912
92.7
1158
144.8
905
79.4
1158
144.8
905
69.5
1168
144.8
905
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
631n
170.0
93D
170.0
745
160.1
1051
170.0
B50
137.2
1051
155.9
882
120.1
1051
142.0
848
106.7
1051
132.3
B37
96.1
1051
125.7
630
80.1
1051
119.5
622
68.6
1051
119.1
821
60.0
1051
119.1
821
CAPACITY WHICH MAY BE
rn
661n
197A
957
170.0
789
139.3
957
151.0
805
119.4
957
134.0
790
104.4
957
121.6
777
92.8
957
112.8
767
83.8
957
106.6
769
69.6
657
100.0
750
59.7
957
98.9
748
52.2
957
98.9
748
USED TO QUALIFYADDRIONAL
ANCHOR OPTIONS FROM THE
721n
128.7
804
135.2
898
107.3
804
115.2
684
91.9
804
101.3
871
80.4
B04
91.4
660
71.5
801
64.1
650
84.4
804
78.8
643
53.6
804
72.3
633
48.0
804
69.9
629
40.2
804
69.8
628
ANCHOR CAPACITY TABLE.
J
76.1n
109.4
722
114.4
630
91.2
722
97.2
618
78.2
722
85.3
606
68.4
722
75,7
596
60.8
722
70.3
58B
54.7
722
55.5
560
45.6
722
$9.5
570
39.1
722
55.7
565
34.2
722
662
564
781n
101.2
685
105.6
600
84.4
685
89.6
SM
723
685
78.5
577
83.3
685
70.5
568[36.6
685
64.5
560
50.6
685
60.1
553
42.2
685
54.3
543
36.2
655.
51.4
537
31.6
685
50.7
536
90 In
65.9
$15
68.0
457
54.8
515
57.5
449
47.1
515
50.1
441
41.2
515
44.7
434
516
40.6
428
33.0
515
37.4
422
27.5
516
33.1
413
23.5
515
30.5
407
20.8
515
29.1
404
981n
54.3
453
65.8
464
45.3
453
47A
397
38.8
453
41.0
391
33.9
453
36.4
385
453
'33.0
379
27.2
453
30.4
374
22.6
45]
28.8
J66
19:4
453
24.3
3B0
17:0
453
2293561081.
38.1
359
39.0
323
31.8
358
32.8
318
27.2
358
28.4
313
23.8
356
252
308
358
22.7
304
19.1
358
20.8
300
15.9358
18A
293
Ill In
35.1
338
35.8
306
29.3
338
30.1
301
25.1
338
26.1
297
22.0
338
23.2
293
338
20.9
289
17.6
338
19.1
285
120In
27.8
280
28.3
284
23.2
290
23.8
260
19.9
290
20.8
256
17A
290
182
253
290
16.4
249
1441n
16.1
201 1
16.3
1B9
TARI_F_ AS
Substrate:
2.7k Concrete
- 3k Concrete
3.5k Conc.
Hoaow CMU
Filled CMU
PT Wood
Metal
- Anchor
Capacity
AnchorType,
-3/16, Elco
Ullrscon
IW Boa
Ullacon
3116" DeWell
Ut..om
114" DeWalt
Ullacont
511T Elco
Uilracon
W16° Elco
tAlmcon
1/4' 1
Ultracon
3116' MWlll
lli[rswnr
1/4' DeWal(
Ullmcom
1/4' SS Elco
A eGalor
g0<
511W i
Ul6econ
A reGalor
gg
1/4' SS EicoFB:a2lba
#12 SIeel
Screw GS
( )
012 Steel
Screw G5
( )
(lbs)
Edge Distance on):
1'
2-1/2"
P
2-1/2'
1'
2-1/2'
1'
2.1/T
3418°
1'
2.IW
1"
2-1/2'
1'
2-1fY
1'
2-1/2'
Y
31/8°
2'
0.54"
0.324°
Embedment On):
144'
1314'
144'
1-31V
1-314"
1-3/4'
1.314'
1.3l4'
2'
1.1/4'
1.1/4'
1.114"
1-1/4'
1.1/4'
1.114'
-Ile
1-1l4'
t-1hr
1-114'
Z.
1-3/0'
vales '
2 Anctrors®4.75"Min. O.C./Standard
or OPael CUp (Fig. 1):
3801hs
3901bs
450 Ibs
890Ihs
3101hs
8301bs
2201bs
8701bs
164416s
2701bs
2801bs
3541bs
740 as'
230lbs
370 Ibs
320lbs
680 lbs
374 lbs.
6641bs
946lbs
4421bs
56D Ibs
4 Anchors Q 1.1V Min. O.C. / Standard
(or Offset) Clip (Fig. 2):
480lbs
700 rbs
WA
WA
320 Ibs
12601be
370 lbs
WA
WA
WA
380 bs
WA
WA
NIA
7401bs -
WA
WA
- WA
WA
WA
W51be
1120IRs
4 Anchors ® 3' Min. O.C.1(2) 2x5 Angle Caps ! (Flg. ay.
780lbe
- 7901bs
680 lbs
1560 lbs
620lbs
126016s
440lbs
-1740 lbs
1896lbs
540 Ibs
560 Its
WA
760lbs
46016s
740 lbs
640 Ibs
1160 lbs
748lbs
8801bs
1892 lbs
8851be
114
A.hars Q 0.45' Mfm O.C.1 LLCllp, Info .125'AWm. (Fig. 4):
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1430 lbs
1 A=W) F-Gip 014
19516s
1951be
'225Ibs
445lbs
155Its
315 0ss
110 lbs
4351bs
8221bs
135lbs
140 lbe
1771be
370 Ihs
1151be
1851be
1601bs
290 lbs
1871bs
332 be
473lbs
2211bs
2801bs
2Anclwm ®1.IW Min. O.CJ F-U p (Flg. 6y
240lbs
350 lbs-
WA
WA
ISO lbs
630 be
185lbs
WA '
WA
WA
1901ts,
WA
WA
WA
370 lb.
N/A
WA
WA
WA
WA
341 bs
4421hs
5601bs
N6I =: rum Trim urromf l 6r. U.7= I nc AAM= ANL.KUK t'H I 1 =KN ANU AN V ri V K VALUCA AJ I rt= A I ANUHKU L.LIt'.
FIGURE 1:
FIGURE 3:
FIGURE4: FIGURE5:
M
FIGURE 2:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
•
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS 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
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S.
1.25" X 3.188' X .265' MULLION
(1-1/4" VF MULUON)
PRODUCT REVISED
as comp)yIn with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By Le'
Mlarn"ade Product Con rot
�ONY L..... �,
No.58705
STATE )F
S,C,)NAL IEN
A. LYN1W WLi ER, P.E.
FL P.E.# 58705
TART P 9A
_; Mullion Capoofty Table ([half?)
ANCHOR CAPACITY
Opening Width rveNcally- anning
mulions) or Opening Haight (for hodzaetalty-spaming mullions)
ADJUSTMENT FORMULA:
1.25 x 3.26�
x
50 N
601.
70In
80 in
904,
1001n
120 h
1401n
160 in
-
ANCHOR CAP.,,.o,,,",
(DPm)X( )
MULLION CAP.,,e„„,
RectmguLv
Loading
Tr4PRHm&
Lmmnp
Recten ular
g
Lowing
Ta dang.
oac
tnedmg
Realm lar
Bu
Lned g
Trs dan ,
P'7 9
LmdinB
ectan tar
9u
Loafing
rapinism
mdNp
Rectangular
gu
Loatlirg
TnplTriang.
Loedn9"
Reclangular
Loadfn9
T2prTriang.
LoadulB
Reclangular
Lmmn9
Tn .dan8.
Lmdng
Reelding
Loading
Tmp/rdan&
LcadNB
Reoacling
Loading
Tnp/Tdang.
Loaning
.100
Alum. Tuba
Mullion
fi
_
�•
fi
E•
_
fi
a
19
&
--
H
$ $
a
fi
P
B
&
&
_
p
n
'sC
_
yg
r
•Cya
_
b
Sg
b
F•
yg &$
fi •s:
yg �g
fi
_
p
§
_
�'�g
b
�•
¢
�g
b n:
r
=ANCHOR CAP.,r,
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
B88
170.0
508
170.0
992
170.0
519
170.0
1116
170.0
521
153.3
ills
170.0
521
127.7
1118
170.D
521
109.5
1118
170.0
521
95.8
1118
170.0
521
_
Ao.o
708
170.0
524
170.0
850
170.0
594
187.8
978
1Ta.D
870-
-i70.0
881
130.4
978
170.0
677
117.3
978
170.0
.680
97.8
978
170.0
68D
83.8
87B
170.0
660
73.3
978
n0.0
680
REQUIREMENT FOR THE
50.625 1
70.0
747
170.0
663
170.0
895
170A
631
150.7
927
170.0
131.9
927
66.5
70B
117.2
927
159.1
699
105.5
927
156.3
696
87.9
927
158.3
695
75A
827
158.3
695
fi5.9
827
156.3
696
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
Sd In
170.0
787
170.0
812.F.3
BB9
170.0
691
1325
869
153.9
683
9
141.8
669
103.D
968
134.0
660
927
869
129.8
BSd
77.3
869
12ae
852
88.2
889
128.8
852
57.9
889
120.8
852
(FROM THE TABLE) OF THE
60 in
149.2
Tde
153.E
834
748
'1323
620
102.3
748
117.8
608
89.5
74e
107.8
599
79.fi
746
101.0
592
71.8
748
88.8
587
59.7
746
93.3
583
51.2
748
91.3
fi83
4d.8
748
93.3
583
SELECTED MULLION. IT WILL
63 N
123.7
fi77
1320
579
fi77
1132
568
88.4
877'
100A
555
77.3
fi77
91.4
548
60.T
877
65,2
579
81.9
87/
81.0
534
;1.8
fi77
77.0
529
44.2
877
78.T
529
38.7
871
78.7
529
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
0
fib in
107.8
617
114.1
530
611
97.6
519
76.9
617
B13
609
67.3
617
78.3
500
59.8
617
728
494
53.8
617
68.7
489
44.8
617
64.4
483
38.4
817
63.7
482
33.6
617
63.7
482
USED TO QUALIFY ADDITIONAL
72 In
82.9
518
87.1
450
518
74.2
440
59.2
518
65.2
432
51.8
51B
68.8
425
48.1
518
54.2
419
41.4
518
50.7
414
34.6
518
40.6
408
29.6
518
45.0
405
25.9
518
45.0
405
ANCHOR OPTIONS FROM THE
76 In
70.5
465
73.7
406
465
62.6
398
50.3
465
54.9
390
44.1
465
49.4
354
392
465
45.3
370
35.2
465
42.2
374
29.4
465
38.3
387
25.2
465
38.5
364
22.0
465
36.2
363
ANCHOR CAPACITY TABLE.781n
65.2
441
68.0
387
441
57.7
379
46.6
441
50.8
372
40.8
441
45.4
366
38.2
441
41.8
Me
32.8
441
38.7
3.
212
441
34.9
349
23.3
441
33.1
348
20.4
441
32.7
345
901n
42.4
372
43.8
285
35A
332
37.0
2Ba
30.3
332
32.3
284
26.5
332
28.8
28D
23.6
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
266
15.2
332
19.6
282
13.3
332
18.7
260
06 In
35.0
291
35.9
260
29.1
291
30.3
2.
25.0
291
26.4
252
21.0
281
23.5
246
19.4
201
21.3
244
1T.5
291
19.5
241
14.6
291
17.1
236
12.5
291
15.0
232
1081n
24.6
230
25.1
208
20.5
230
21.1
205
17.5
230
18.3
201
15.4
230
16.2
lea
1111n
22.6
218
21.1
197
18.9
218
19.4
194
16.2
218
18.8
191
td.1
218
14.9
1.
120 In
17.9
187
18.2
170
14.9
187
15.3
167
TABLE 9B
Substrate:
2.7k Concrete-
3k Camrete
3.5k Com.
Hollow CMU -
Filled CMU
I PT Wood
McWI
Anchor
Capacity
ARelror n,p..
3116, Elco
Ullncon
114" El,,3116'
MaUltmcon4
DeWall
1/4' DeWall
Uliracon3
5116' Elco
W s=
3116' Elco
Ullni a
1/4' Elco
Ulincon
3116, OeWalt
Ultracon,
114" DeWsit
Ultncorts
1/4' SS Elco
AggreGator
5116 Elco
Latmeon
1/4' SS Elco
AgweGatur
410 Steal
Screw (G5)
01213tsel
Screw (G5)
#128Ieel
Screw (G5)
(Ibe)
Edga Dis[ame 0n):
1'
2-12'
1"
1'
2-12'
1'2-1fY
3-118'
1'2-12'
1'
2.12'
1'
2-1fY
1'2-LY
Y
�3.118'
- 2'
0.48'
0.54'
0.324'
1314'
1-3W
1-T4'
3r4'
1-TV
13/4"
13f4'
. Y
1-1/4"
1-1/4'
1-1/4'
1-1/4'1-1/4'
1-1/4'
1.1/4'
1-1/4'
1.114"
I-Im
2'
1-wa,2
Archon C 4.75 Min. O.C. / StadaN
or Offset Cap (Fig. 1):
39D IbT
390lbs
450 lbs
101bs
630lbs
220 lbs
8701b6
16441bs
270lbs
2801bs
3&1 Ibs
740lbs
230Its
370 lbs
320 lbs
5801bs
37416s
664 lbs
945 ft
341 Ibs
442lbs
560 Ibs
4 Ardor t$1.157 Min. O.C. / Standard (or Offset) Gip (Fig. 2).
480Ibs
700lbs
WA'
011s
1260 ths
370 On
WA
WA
WA
300lb1
WA
WA
N/A
740 lbs
WA
WA
WA
WA
WA
'682lbs
B8,51bs
11201bs
4 Ainn ® 3' Min. O.C. /(2) 245Angle Caps1(Fig. 3k
760lbs
780lbs
680 lbs
01bs
1260 Ibs
440Ibs
174D Ibs
189E lbs
540 01s
5601bs
WA
7601bs
460Its
740 lbs
640 Me
1160 Ibs
74816s
880 lbs
1892lbe
682Ito
U51bs
11201bs
3 Anchor ® 0.54- Min. O.C. / lLGlp, Into .100" Alum. (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA • -
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
9501bs
I Anew I FZI]p (Fig. 57
195lbs
195 G.
225 Ibs
51hs.315lbs
- 110 Ibe
435 an
8221bs
135Ibs
140 lbs
177 H.
3701ba
115 Ibs
165 @s
160 Ibs
DO IM
187 the
3321bs
473 Ias
170lbs
221 1bss
28016s2
Anchors ® 1.15" MIn. O.C./ F-Glp (Fig. 6):
24D Ibs
350Ibs
WA �6016s
830169
185 Ors
WA
1 WA
I WA
190 lbs
WA
WA
WA
370 U.
WA
WA
WA
WA
I NIA
3411bs
I4421bs
5601ba
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 3:
FIGURE 4: FIGURE5:
•
•
•
FIGURE 2:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES: 1 250"
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
ON 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, S E 3.250" 3. 0"
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE IC IONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATI0 S.
4) SUBSTRATES: CONCRETE.SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW IljjND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOODjSHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SDI- LL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 3 AND
.045" THICK 08 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25"--THICK ANO A36. AL
.100"
.100"
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MAj--E\L
1.25-X 3,25" X .100"
1.25" X 3.25' X .100'
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&8 S,S, OR 410 S.S.
MULLION FOR
MULLION FOR
UNITS
FIELD -MULLED UNITS
FACTORY -MULLED
PRODUCT REVISED
as complying with the Florldef
Building Code
NOA-No. 20-0406.03
Expiration Datayy0^5�1�2..6./2026
By.Gr^'P. !
Miami -Dade Product Control
�11111111//�'
No.58705 1
y�
ZORION
//1/�QIVAL C�G``•
A. LYM Mkb'R, P.E.
FL P.E.# 58705
TABLF1nA
Mullion Capacity Table (Ibslitl)
ANCHOR CAPACITY
Opening Width (forvedically-spanning
mtirions) or Opening Height (forhorizordB"panrting mullions)
ADJUSTMENT FORMULA:
126 x 326
x 624
50 in
60 in
70 in
BO in
90 in
100 in
120 in
140 in
160 m
ANCHOR CAP.,,d„„,
(DP.) ( - )
CAP.,,o,,,ea
Rectangular
.ding
9
Trap/Irlang.
loadin 9
Rectangular
Loedin 9
TmplTnang.
Loedin 9
Rectangular
Loadin 9
Trayrdan9.
Leadin 9
Red Soler
Loading
9
Traplrnang.
Loa6n 9
Rectangular
Loading
9
Trap/Tnang.
Loadin 0
Reef gular
Leading
9
TreplTdang,
Leading
8
Red Outer
Leading
9
Trap/rriang.
Leading
8
Red got.,
Leading
9
Trap/Trlang.
Loading
9
Rectangular
Leading
9
Tepiniang.
LoadingMULLION
Alum. Tub e
• Mullion
,-
U
f€
_
a
Uo
d`c
U
E2
Uv
d`12
_
U
3 -
off-
Uv
5
d`¢
_
a
U
a c
.@
G
' e
-k;
d
U
e
E
-
` Q
dr as
U
s
�€.
_
c
='g
�¢
U
_'
f�
Uv
< e
�a
U
z3 €,
UG
'-
t o
��
U
o
E-
ae
t o
�
-ki
U
�-
se
A-
C
s e
='P
d`&
:g
UG
-'e
'b'P
G`n
�'
_
i�•
4.9
='Q
d`z
c
f�
C
o'9
_''�
d`c
U
e`
�€
�@.
Uv
5
$rc
,�
U
ea
i�
oc
Uv
a s
='o
d`a'
a
U
--
a
E@
_
.6 s-
$rc
m
U
a
E2
A'r
o g
= P
Q`�
_
�@
2 P
d`¢
=ANCHORCAP.•.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TOAN ACTUAL PRESSURE
REQUIREMENT FOR THE
42 in
170.0
620
170.0
435
170.0
'744
170.0
478
170.0
068
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1480
170.0
521
170.0
1735
170.0
621
170.0
1983
170.0
621
46 in
170.0
706
170.0
624
170.0
850
170.0
.584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
SIT
170.0
1417
170.0
680
170.0
170D
170.0
01
1113
1979
170.0
600
146.5
1979
170.0
6B0
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.0
563
170.0
096
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1346
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
1525
1877
170.0
756
133.6
1877
170.0
756
THAN THE MULLION CAPACITY _
541.
170.0
797
170.0
512
170.0
955
170.0
691
170.0
1116
170.0
154
170.0
1276
170.0
803
170.6
1434
170.0
637
170.0
1594
170.0
056
156.4
1759
170.0
861
134.1
ITO
170.0
051
117.3
1759
170.0
B61
(FROM THE TABLE) OF THE
60In
170.0
805
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
161.1
1511
170.0
996
145.0
1511
170.0
1033
120.8
1511
170.0
1063
103.6
1611
170.0
.1063
94.6
1511
170.0
1063
SELECTED MULLION. IT WILL,
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
. 1302
170.0
940
155.6
1370
170.0
1015
1392
1370
170.0
1076
1253
1370
164.0
1082
104A
1370
155.9
1072
8X5
1370
165.3
1070
•733
1370
15S.3
1070
CAPACITY WHICH MAY BE
ca
66In
170.0
B74
170.0
789
170.0
1169
170.0
903
155.6
1248
170.0
1002
135.2
1248
159.6
1013
121.1
1248
147.1
1000
108.9
1248'
139.0
9B9.
90.8
1248
130.4
970
T7.0
1248
129.0
97S
68.1
1240
129.0
975
USED TO QUALIFY ADDITIONAL
o
721n
167.8
1049
170.0
87B
-
139.9
1049
150.2
092
119.9
1049
132.1
876
1049
1049
119.1
860
93.2
1049
109.7
848
93.9
1049
1D2.7
038
69.9
1049
94.3
825
59.9
1049
912
020
52.4
1049
91.1
82D
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
0
75 in
142.7
941
149.1
822
118.9
941
1268
goy
101,9
941
1112
791
892
941
100.0
TT7
79.3
341
91.7
766
71.4
941
05.5
757
59.S[441
77.6
T44
51.0
941
74.0
737
44.5
941
73.3
736
E
78 in
132.0
694
137.E
703
110.0
894
1169
767
94.3
894
102.4
753
82.9
894
91.9
740
733
894
84.1
730[43.
991
78.3
721
55.0
70.7
TD7
47.1
894
67.0
Tot
41.3
894
66.1
699
90in
85.9
671
08.7
596
71.6
671
74.9
685
61A
671
653
575
533
671
58.2
556
47.7
671
52.9
668
671
46.8
551
35.8
43.1
539
30.7
671
39.7
531
26.9
671
37.9
526
96 in
7D.8
590
12.8
527
59.0
590
61.4
518
5D.6
59D
53A
509
44.3
590
47.5
502
39.3
590
43.0
494
590
33.6
428
29.S
34.T
477
25.3
590
31.6
469
22.1
690
29.8
464
10Bin
49.7
dfi6
5D.8
421
41.4
dfifi
42.8
dt4
35.5
466
37,1
dOB
31.1
466
32.9
d02
2T.fi
466
29.7
316
dfi6
21,1
311
20.7
23.5
3B2
17.8
4fi6
212
375
16.5
466
19.fi
370
Ill in
45.0
441
45.7
000
382
441
39.3
393
32.7
441
34.1
387
28.6
441
30.2
382
25.4
441
272
376
441
24.9
372
19.1
21.5
363
164
441
19.3
356
143120
in
36.3
378
36.9
344
302
378
31.0
339
26.9
378
26.0
334
22.7
37B
23.7
329
20.1
378
21.
3325
378
19.5
321
1SA
16.7
314
144In
21.0
262
212
242
17.5
262
17.0
239
15.0
262
15.3
1 236
TAR! G -IGR
Substrate:
2.7k Concrete
. 3k Concrete -
3.6k Cam.
Honow CMU
Rifled CMU
FT Wood
Metal
Anchor
Capacity
AncharT 7Pe:
3116" Etc.
1.111-olr...
n
1/4" Eico
UiA
3/16' D.W011
Uffmcon.
1/4• DeWall
Ulbaconl+
5116• Etc.
Ullmaen
3r16• Elce
Ult-arr
1/4` Elco
Ultrocon
3116• D.Wplt
Ullmew
1/4' DeWalt
Ultraconr
1/4• SS Eko
AggreGator
5116 FJco
Ullracon
114" SS Elco
Ag9reGalor
610 Steel
Sdew(135)
412 Steel
Sorew(G5)
02 Steel
Screw(G5)
' (Ibs)
Edge Distance Qn):
1'
2=1rz'
1'
2-Ur
1•
2-1rz'
1'
1 2-112-
3.1/8`%2701bs280
1r
1'
2-12'
- 1'
2-1rY
1+
2-t1r
2
&118'
r
0.48' �
0.53'
0.324•
Embedmenl(nr
VX4"
1314'
1 314'
l-X4'
1-3/4'
1314'
13/4"
1314•
r
14'
1-1/4'
1.114"
1.114'
1-1/4•"
1.114'
1-1l4`
1d/4'
1-il4"
r
1•ffi8'
1.3r8'
vales
2 A h .. @ 4.75' Min. O.C. / Standard
or Offset Clip (Fig. 1)
390lbe
39011s
4501bs
8901ts
310lbs
630 lbs
2201bs
870 Her
16441bs
Ibs
3541be
740lbs
23DIbs
370 lbs
3201bn
590lbs
- 374lbs
664 lbs
946 Ibs
341 lb.
442(be
5601hs
4 Anc-@1.15Min.O.G./ Standard(or
Chat) Clip(Fig. 2)
4601bs
7001bs
WA
WA
320(bs
1260Ibs
3701bs
NIA
WA
1bs
WA
WA
NIA"
740 Its
WA
WA-
WA
WA
NIA
682lbs
8851ba
1120 Ibe
4 Anchore @ 3' Min, O.C. 1(2)2a5 Angle Caps I (FIg. 3)
780Its
780Its
6001be
15601bs
6201bs
1260lbs
440lbs
17401bs
1896lbs
165
WA
7601bs
4601bs
7401be
6401ba
1160 IN
748 Ite
BOOMS
18921bs
682 the
8B5 R.
1120 It.
3 Anchma @ 0.54" Min. O:C.I U-Cllp; Into .lD0Alum. (Flg. 4)
NIA
WA
WA
WA
WA
•WA
WA
WA
WA
A
WA
WA
WA
WA
WA
WA -
WA
WA
WA
WA
WA
950 Ibs
1Anchor/F-Cfip(Mg. Sj:
1951bs
185165
22516s
4451bs
155Ibs
315[be
110 It.
43516s
822 Iba
Ibe
1771ba
3701bs
115Ibs
185(be
160 Ihs
29D Ibe
18/Ns
332 Ibs
- 473 Ibe
1701be
221 to.
280Ibe
2 Anchwe @ 1.15 Min O.CJ F.Clp (Flg. 6):
2401ba
350lbe
WA
WA
160Ibs
63016s
1851bs
WA
WA
the
WA
WA
NIA
370Ibs
WA
WA
WA
WA
I NIA
341 Ibs
44211be
560 lbe
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHUH VALUt5 Ab I Ht 51ANUARU ULIY. -
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) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE
3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALEFOR EXACT DIMENSIONS, SEEANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS3.3.250"
CLIPMUST SHOWN ON SHEETS 21-23.. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
t
BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOWAND
IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT'(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 4: FIGURE 5:
®
FIGURE6:
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4"6063-T5 AND BE A'MINIMUM OF.100'THICK. STEEL STUDS TO BEA 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.
1.25• X 624*
.R
1.25• X 3ON
1r7
# 0 & # 2 ANCHORS INTO WOOD MAY BE STEEL, 8- SS OR 410
ON F
MUWON FOR MUWON FOR
FOR
FIELD -MULLED UNITS FACTORY -MULLED UNITS
PRODUCT REVISED
as coinplying with tha Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By fZ
Mlaml-Dade Product Control
�11(1111111177
No. 58705 •�
� %, ATM,
A. LYtfkli LUL , P.E.
FL P.E.# 58705
TART P 11A
Mullion Capacity Table 6bsMe)
ANCHOR CAPACITY
Opening Wd61(forvedically-spar"ng
mtilions)orOpening Haight (for hori2orda6yspanning mullions) -
ADJUSTMENT FORMULA:
126 x394
x
50 In
60 in
70 in
80 in
B0 in 1
100 in 1
120 in
140 in
160 in
(DF,r,)X /ANCHOR CAP-,,,,,,,c\
\MULLION CAP...!,
Rectangular
Lee .9
Tmp/rrian9.
Leading
Rectangular
Load g
Tapfldang.
Loading
Rectangular
Loading
TrapRrimg.
Loading
Rectangular
Loafing
TmpRdang.
Loadng
Rectangular
Loading
Trap/rdang.
Loading
'Rectangular
Loading
TrepQdan..
Loading
Rectangular
Loading
TrapRd"9'
Loading
Rectangular
Loading
Tap?riang.
Loading
Radanguhr
Leading
TrapRriang.
Loading
.624
Alum.Tuba
Mullion
o
-
iao
is .2
0
oa
6A
o
_ r
2' 1
` '
d` s`
0
c
@
0`
4 a"
u
-
f
-
4 A"
I o
mom.
-
- r`z
:1�-
ii `
_
.2 z2
� o
`
d` c
2 �•
d
�.�
_
¢` &
' c
� �.
.s
a�
oa
='
¢` ¢"
v
ci
_
� �.
.;
,ia
_
¢` .2
=
o'
_`^'t
f €
.c
oa
.2 a'
o
_
f �.
.�
o`
_
d` &
.�
u'
-
� a
.�
oa
d` c
E!
x -
m
d` ,2
.�
u
_ %
� €,
.�
ri _
d` z
r
` e
:2-
Al
ua
" _
d ¢'
B
o
c
f -
.r
00
AN
d` ¢
-ANCHORCAP.®
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
868
170.0
506
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
17D.0
521
170.0
1488
170.0
521
170'.
1735
17eQ
521
170,0
1983
170.0
621
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
68D
170.0
1700
170.0
68D
170.0
1983
170.0
680
170.0
2257
170.0
690
OPENING, WHEN IT IS LOWER
50.626 in
170.0
747
170.0
553
110.0
896
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
756
170.0
1793
170.0
756
170.0
2092
170.0
756
170.0
2391
170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170.0
612
170.0
ME
170.0
691
170.0
1116
170.0
754
170A
1276
170.0
803
170.0
1434
170.0
837
170.0
IS94
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
661
160.2
2403
170.0
881
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
60 in
170.0
085
1T0.0
701
170.0
1063
173.0
797
170.0
1240
170.0
878
170.0
14V
170.0
344
170.0
1594
170.0
995
170.0
1771
170.0
1033
170.0
2125
170.0
1053
148.3
2163
170.0
1063
129.0
2163
170.0
1063
YIELD A MINIMUM ANCHOR
63 in
170.0
930
170.0
745
170.0
1116
170.0
850
170A
1302
770.0
940
170.0
1488
770.0
1015
170.0
1673
170.0
1076
170.0
1859
770.0
7722
1569
2060
170.0
1169
134.5
2060
170.0
1177
117.7
2060
170.0
1171
CAPACITY WHICH MAY BE
ce
66 in
170.0
574
170.0
789
170.0
1169
170.0
ED
170.0
1364
170A
1002
170.0
1558
170.0
1086
170.0
1763
170.0
1155
170.0
1949
170.0
1210
143.0
1966
170.0
1775
122.6
1966
170.0
1286
107.2
1966
170.0
1286
USED TO QUALIFY ADDITIONAL
THE
c
J
721.
170.0
1063
IT0.0
878
170.0
12T5
170.0
1009
170.0
1408
1700
1126
170.0
1700
170.0
1228
154.1
1734
170.0
1315
138.7
1734
169.8
1386
115.6
1734
155.9
1364
39.1
1734
160.4
1352
86.7
1734
1502
1352
ANCHOR OPTIONS FROM
ANCHOR CAPACITY TABLE.
0
761.
170.0
1122
17a.D
937
170S123.9
0.0
1080
1685
1556
17D.0
1209
147.4
1556
165.2
1285
131.1
1556
15L5
1266
1179
15%
141.3
1251
982
1656
128.3
1229
942
1556
122.3
1219
73.7
1556
1212
1216
78 in
170.0
1151
170.0
967
1100.0
1116
155.9
1477
1693
1246
136.4
14T7
152.0
1224
1212
1477
139.1
1206
109.1
1477
129.5
1191
[909
1477
116.9
1169
77.9
14T7
110.8
1158
68.2
1477
109.3
1751
90 in
142.0
1110
145.5
986
1183.9
968
1015
1110
107.9
951
03.8
1110
66.3
936
76.9
1110
87.5
' 922
71.0
1110
60.7
910
692
1110
71.3
891
50.7
1110
- 65.6
978
44.4
1110
62.7
870
96 in
117.0
976
120.3
072
97.01.5
856
83.6
975
88.3
842
73.2
975
76.5829
66.0
975
712
817
58.5
975
65.4
807
48.0
975
57.4
789
41.0
975
52.3
776
36.6
975
49.3
767
02.2
771
84.0
696
fi80.7
fi85
68.7
nt
61.3
674
51.4
771
54.3664
45.7
771
49.0
655
41.1
771
44.9
647
34.3
771
38.9
632
29.4
771
35.0
621
25.7
771
32.4
612
111 in
76.7
730
T7.3
fifil
63.5.0
650
54.1
730
56.3
640
47.3
730
49.9
631
42.1
730
45.0
622
37.9
730
4t.1
614
31.5
73g
35.6
600
27.0
730
31.9
589
23.7
nit
29.5
681120
in
599
fiT4
61.0
569
49.12
560
d2.8
62d
44.3
552
37,5
6TA
39.2
564
33.3
624353
537
30.0
fi24
322
531
25.0
626
27,7
519
2L6
624
24.6
509
18.7
626144
in
34.7
d33
35.1
400
28.9.d
395
24.8
433
25.d
390
21.T
433
22.4
385
19.3
433
20,0
381
17.3
433
16.2
3Tfi
Substrale:
2.78 Curcmle
3K Cmcrde
3.5k Core.
- Hollow CMU
PT Wood
Metal
Anchor
Capacity
ArcMrType
3N6' Eko
UlImon
1/4" Elco
- Ultxm
3116' DeWalt
UDrmm.
W' DeWat
unmem.
5116' Elio
Ullracon
VIVO-
Ultmon
1/4- Eko
U11-on
3119' DeWalt
Ullman,•
1/4" DeWall
U11-6,+
114' SS Elco
AggreGaor
5116' Elco
UlUacon
470 Sled
Utew(G5)
(22 Sleet
ScteW(G5)
22 Sted
Screw(G5)
Ube)
Edge Distance pnk
1"
2-1/7
1'
2-1/2'
1'
2-12"
1'
242'
3-11W
1"
2-1/7
1'
2-1/7
1'
2-1/7
-1'
2-11r
2
3.118-0AIr
0.50
0.324'
Embedment pnk
1-MV
I W r
1314'
1-Y4'
1.314"
1314'
13/4'
la4'
2'
1-114'
1-V4'
1-1/4"
1414'
1-1/4' -
1410
1-114"
' 1414'
1-1/4'
1. 14'128'
IWA
13B'
tale
2 Arcrers ® 4.75' Min. O.C. / Standard
arCUse1 Clip (Fig. 1k
390lbs
30011s
450lbs
890lbs
3101bs
63D Ibs
221Ibs
8701bs
16" Ibs
270lbs
2801bs
354 IM
740 We
230lbs
3701bs
3201be
5801bs
374R5
661 ins
341 Ibs
4421DS
5W ID5
4Anctim ® 1.19' Mln O.C. / Standard
(or OUset)COp (Fig. 2k
4801bs
7001b9
NIA
N/A
32D Ibs
12601ts
370 tbS
WA
NIA
WA
3801DS
NIA
WA
N/A
7401bS
NIA
NIA
N/A
N/A682
as
88511es
112011s
4 Anchors @ 3' Min. Gr- / (2) 2r5 Angle Clips I (Fig. 3)
7801es
78011s
6801bs
1560lbs
6211aS
1260lb5
4401bs
1740IM
18961bs
640 lbs
560 ins
N/A
7601bs
4601bs
7401bs
6401tas
11601bs
748I1s
660lbs
682 Ibs
fi85 Ills
1120 Its
4 Anchors @ 0.54- MIR. O.C, I U-CUP. InID.100' Alum. (pg. 4k
NIA
WA'
N/A
N/A
NIA
NIA
WA
WA
NIA
WA
NIA
N/A
WA
WA
WA
NIA
N/A
NIA
ILIA
WA
N/A
12671r5
1 Anchor/F-C6p(Fg. 5k
1951bs
19516
271Ds
4451�
1551bs-
315lbs
110 ins
4351Ds
8721bs
1351D5
140'IM
177 W5
370IDS
115 Re
1851bs
isome
29D Ibs
187105
3321bs
4731bs
7701bs
2211bs
2801Ds
2Archars @ 1.75 Min O.CJ FLUD (F1g-6k
2401bs
3501Ds
NIA
WA
160 Ibs
636 ies
im ibs
WA
WA
WA
190165
NIA
WA
tJIA
370 Ibs
WA
WA
N/A
-IVA
NIA
341 Ins
4421bs
SW Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS l HE S 1ANUAKU CUP.
FIGURE 1:
FIGURE 3:
® •
FIGURE 2:
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 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.046. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A 25" 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
ascomp with the Florida
Building Cade
NOA-No. 20-0406.03 -
Expiration Date 05/26/2026
By
8111am1-Dade Product Contra
11111111111
�` pN� NN •''%
3. r1a
No.58705
0 •2' �t/;
O� BTATE OF
.624
1.25' X 3.94"X .624" A. LYNk MILG" P.E.
MULLION FL P.E,# 58705
TARI F 19A
' Mullion Capacity Table (Ibshtz)
Opening Width (for venically-spanring
mtilions) or Opening Height (for horizontally-sparvi g mullions)
50 in
60 in
701n
80 In
00 in
1001n
1201n
1401.
160 in
2 x 4x26Loading
Reclenguial
TraprEdeng.
Loading
Rectangular
Loafing
Tmp/Tdang.
Loaning
Rectangular
Loading
Trap/Tdang.
Loading
Raclan9dial
Laaane
Trap/7dan9•
Loaning
Rectangular
Ldmg
TrepRdeng.
Loafing
Redangular
Loading
irepRdarg.
Loading
RectanguarrL
Loadingding
Loading
Lading
Loading
Loafing
Alum.Tube
S�
re
.��StiIt
_59
`g
tA5g
s95ff
t-
Sf
Pz•Mullion
S=
`g
�.
14
5ff
R�
8e
Sff
�
1s5
B.
S9
Ah
do:
g`
a.
ff
ir✓
s�w
dte
Mi
d`
Ec
d`te
Eo
d`rtc
421.
170.0
620
170.0
435
170.0
744
170.0
478
170.0
668
170.0
506
170.0
902
170.0
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.6
1488
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
481n
170.0
708
170.0
524
t70.0
650
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
1983
170.0
680
170.0
2267
170.0
680
60.6251.
'170.0
747
170.0
563
170.0
896
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
756
170.0
1793
170.0
758
170.0
2092
170.0
768
170.0
2391
170.0
756
64 In
170.0
797
170.0
612
170.0
065
170.0
691
170.0
1119
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1694
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
861
170.0
2550
170.0
881
60In
170.0
885
170.0
T01
170.0
t063
170.0
797
170.0
1240
170-0
878
170.0
1417
170.0
a"
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
2479
170.0
1063
160.8
2680
V0.0
1063
631n
170.0
930
170.0
745
t70.0
1116
170.0
650
170.0
1302
176.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1859
170.0
1122
170.0
2231
170.0
1169
166.7
2553
170.0
117l
145.9
2553
170.0
1171
figN
170.0
974
170.0
789
170.0
1169
170.0
803
170.0
1364
170.0
1002
170.0
1558
170.0
1088
170A
1753
170.0
`1155
170.0
1948
170.0
1210
170.0
2338
170.0
1276
151.9
2477
170.0
1288
1328
2437
170.0
1288
C
72In
170.0
1083
170.0
678
170.0
1275
170.0
1009
170.0
1488
170.0
1128
170.0
1700
170.0
1226
170.0
1913
170.0
1315
170.0
2125
170.0
1387
145.8
2184
170.0
1488
124.8
2181
1]0.0
1529
109.2
2184
170.0
1530
76 In
170.0
1122
170.0
937
170.0
1348
170.0
1080
170.0
1570
170.0
1209
170.0
1794
170.0
1322
165.1
1960
170.0
1421
148.6
1960
170.0
1505
123.8
1960
161.6
1648
108.1
1960
154.0
1635
929
1960
1527
1531
�
.
T8 In
170.0
1151
170.0
967
170.0
1381
170.0
1116
170.0
-1611
170.0
1250
170.0
1842
170.0
1369
152.7
1861
170.0
1474
137A
1661
163.1
1500
114.6
1861
147.3
1473
982
1661
139.6
1459
a5.9
1861
137.e
1454
90 in
170.0
1328
t70.0
1144
149.1
1398
156.0
1219
127.8
1398
136.0
1198
111.8
1398
121.3
1179
99.4
1398
1102
1162
89.6
1398
101.6
1147
74.5
1398
89.8
1122
63.9
1398
B27
1105
55.9
1398
78.9
1096
96 in
147.4
1229
151.5
1098
122.9
1229
127.6
1078
105.3
1229
111.2
1061
92.
1229
98.9
1044
81.9
1229
$9.6
1029
73.7
1229
82.4
1016
61.4
1229
722
993
52.7
1229
65.9
977
46.1
1229
62.1
967
108In
103.6
971
105.8
877
86.3
971
89.0
862
74.0
971
77.2
849
64.7
971
68.4
837
57.5
971
B1.8
825
51.8
971
56.5
815
43.1
971
49.0
796
37.0
971
44.0
762
32.4
971
40.8
771
111 In
95.4
919
97.3
832
79.5
910
81.0
819
68.1
019
70.9
808
59.
919
62.9
7.
919
51.8
774
39.7
919
44.8
758
34.1
919
40.2
742
29.8
919
37.1
732
120 N
71.5
786
76.8
716
629
708
64.6
705
63.9
766
55.8
695
47.2
786
49.4
686
�3.0818.47.7
768
44.4
677
37.7
785
40.5
668
31.5
786
34.9
653
27.0786
31'0
B41
23.6
786
28.4
631
1441n
43.7
54fi
44.2
504
36.4
546
37.0
498
31.2
646
31.9
491
27.3
546
982
485
546
25.3
479
21.8
546
22.9
474
18.2
546
19.5
464
15.6
546
17.2
465
13.7
546
1 15.6
1 449
T00I a 410
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP-) X (ANCHOR CAP.,m,,,,,`
`MULLION CAP.,,,.,,a,
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO A ACTUAL PRESSURE
REQUIREMENTFORTHE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Slbstrale:
27k Commle
3k Concrete
3.5k Conic.
Hollmv CMU
Filled CMU
PT W00d
Metal
Anchor
Capacity
Archer Type:
VlB'Elc.
Ullmon
114•Elco
Uftmm
3116'DeWall
Ulirrcma
1/4'DeWalt
Uluaconr
5116'Elco
Ulbacon
3116'Elc.
Ultracort
1/4'Elco
Ullmon
3/16'DaWall
Ultmon.
1/4•DeWdl
Ullrm-
114'SSEICo
AggreGalar
5116'Elco
Ulbacon
1/4'SSElco
AggmG9lor
910Sted
Screw(G5)
a12S1ee1
Sctes(G5)
012SIed
ScrEw(G5)
(lbs)
Edge Distance My
1`
2-Ur
1-
2-1/2'
- 1•
2-12'
1'
2-12
3418'
1' -
2-12
1'
2-1/2'-
1•
2-02
t-
2-t2
r
9-1/6•
- r- t
0.48'
asa'
0.32a`
Embeckneld My
1-314-
13'4•
1314-
1.Y4-
I-W
l V4'
13/4'
131,V
2'
1-1/4'
1-1/4'
1-114•
1-1/4'
1-114"
1-114-
1-1/4•r
1-1/4'
1-1/4'
2'
138-
13/8'
Was
2 Anchors®4.75-MIn.O.C./ Standard
or Offset CUp(Flg. 1&2y
3901DS
390 lbs
4501DS
6901ts
3101ns
630 IDS
220 m6
8701DS
1644 IDS
2701D5
280 IRS
354lbs
740 Its
2301bs
3701D5
320lbs
3741DS
6641DS
946 IDs
341 IDS
442 Res
5601DS
4Anchm 2.60'WnO.C./ Standard (or Offset) Cap (Fig. 3y
740 IDS
740 Its
6301DS
14651DS
620 Its
12601ts
4301Ds
1730 Its
14241DS
MIA
560 IDS
NIA
6951DS
4251DS
740 lbs
5751Ds
NIA
8801DS
WA
682 lbs
885Ies
1120Its
6Anchm ® 1.71- MIn O.C.! Standard (or OffseCU CUp(Rg. 4y
685 its
53 N
758 ms
1946Its
7051DS
189010s6081DS
25581Ds
WA
IUA
705 Ibs
NIA
7991m
506 IM
11101DS
6191DS
NIA
N1A
WA
10221DS
�1327 IDS
16BO lea
4Amhom@3-Mln. O.G 1(2)2t5Angle C9ps/(Rg. 5):
7B0 IDs
78
6P0 IDS
1560 Ibs
620IDs
1250lbS
4401DS
17401DS
16DS IDS
640 lb
5601DS
NIA
7601DS
460Ibs
740 lbs
649IDS
7481DS
0801DS
18921DS
692IDS
085 Its
112011E
6Arcttors@3'MN.OG!(Z)245 Angle Gips/(Rg. 6y
'11701bs
1170 m5
1020Ibq
23d0IDs
9301DS
16901D5
6601b5
Z6101bs
28441Ds
81 Ds
840165
NIA
114091s
69010s
11101D5
Bfi01D5
11221bs
1320 ms
2836 ms
70221b5
t32T IDs
i6B01ts
3 Anchors®1.34'MIn. O.C./UCap, Into. t25-Alum.(Rg: 7y
NIA
WA
NIA
NIA
NIA
MIA
WA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
MIA
NIA
NIA
WA
WA
NIA6
Anchors®0.WMin.O.C-I UCUp. Into.125-Alum.(Fig. By
N/A
WA
NIA
NIA
NIA
NIA
IUA
WA
WA
WA
N/A
NIA
WA
NIA
WA
NIA
NIA
NIA
WA
tJlA
NIA2Archas@268'
MIn O.CJFCflpMq.9y
370 IDS
3701rc
3151Ds
1131Ds
310lbs
63D Ibs
2151bs
865 IDs
7121D5
tUA
2BOIm
NIA
3481DS
2131D5
3700s
29to.
NIA
4401Ds
WA
3411bs'
4421DS
560 is
3 Anchom ® 1.71' MIn. O.CJ FCUp (Rg 10y
443lbs
525 its
370ID5
W3 to
353Ib5
9451Ds
304 lbs
1279 1bs
tJ7A
IUA
353 UN
- NIA
3991t5
2531m
555IDs
30910s
1 739 lbs
- N/A
N/A
WA
511 1-
664 1D5
8401D5
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT-1 ERN ANU ANCHOR VALUtb Ab I tit b IANUANU cur.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2: FIGURE 3: FIGURE4:
FIGURE 5: FIGURES:
FIGURE.P FIGURE 8: FIGURES;
FIGURE 10:
LIP
ANGLE CLIP
(FIGURES
M
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 AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2' X 4' X .25' MULLION
PRODUCT REVISED
as compigIng with the Florida -
Building Code
NOA-No. 20-0406.03
Expiration Dato0512612026
By
Mlamt-Dade Product Control
No.58705
ZO
O� STATE F (V `
TONAL J `J\
A. LYNq mil.2ER, P.E.
FL P.E.# 58705
TABLE13A
Mullion Capacity Tibia Ibs/R°
ANCHOR CAPACITY
- Opening Width (for vertically-spanverg
andlions) or Opening Height (for horizontaiVsparadrg mullions)
ADJUSTMENT FORMULA:
2 x 0 x .25
50 in
601n
70 In
8010
sot.
login
1201.
1401n
- 1601n
ANCHOR CAP.,, ,,,",
(DP_) X(MULLIONCAP.,,,n,",�
Rectangular
Loading
7raplTdeng•
Loafing
Rectangular
Loafing
Trapffdeng.
Loading
Rectangular
Lowling
TrapRdan&
Loafing
Rectangular
Loading
TrepTdanB-
Loading,
RectengWer
Loading
TreplTrieng.
Loading
Rectangular
Loafing
Tr4pRdang•
Loading
RectengWu
Loading
Tr4p/Tdeng.
Loafing
Rectangular
Loafing
Trap/Tdang.
Lcadng
Reclenguler
Loading
TrepRdanfl•
Loading
Alum. Tube
Mullion
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a
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a
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��
�•
ate.
t
a`rc
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421.
170.0
ago
170.0
435
170.0
744
170.0
478
170.D
868
176.0
508
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
621
170.0
1458
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
•4a in
170.0
708
170.0
524
170.0
850
170.0
U4
170.0
992
170.0
630
176.0
1133
170.0
681
170.0
1275
170.0
677
170.0
1417
170.0
660
170.0
1700
170.0
680
170.0
f983
170.0
680
170.0
2267
170.0
680
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
'170.0
563
170.0
606
170.0
031
170.0
1046
170.0
664
170.0
1105
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
zg9z
170.0
756
170.0
2301
170.0
75e
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
54 In
170.0
797
170.0
612
170.0
958
170.0
691
17QO
1116
170.0
754
170.0
1275
170.0
003
170.0
1434
170.0
637
170.0
1594
170.0
80
170.0
1913
170.0
881
170.0
2231
170.0
861
170.0
2550
170.0
661
SELECTED MULLION. ITWILL
601n
170.0
685
170.0
701
i70.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1083
170.0
2479
170.0
1093
170.0
2833
170.0
1063
YIELD A MINIMUM ANCHOR
MAY BE
831.
170.0
630
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
NO
170.0
1408
170.0
1015
170.0
1673
170.6
1076
170.0
1659
170.0
1122
170.0
2231
170.0
1169
170.0
2603
170.0
1171
170.0
2975
170.0
1171
CAPACITY WHICH
USED TO QUALIFY ADDITIONAL
E
ealnno.D
e74
170.0
lee
ttD.o
ltes
ttD.o
903-
n0.a
1364
uo.D
toot
no.D
1559
tto.o
tD66
t7o.0
ns3
na.D
nss
170.0
1e48
nD.o
tt1n
vD.o
2336
no.o
Ins
no.oz7n
170.0
tzea
170.0
3tn
170.0
1266
ANCHOR OPTIONS FROM THE
c
m
72In
170.0
108i
170.0
878
170.0
1275
170.0
loos
170.0
1486
170.0
1126
170"
1700
170.0
1228
170.0
1813
170.0
1315
170.0
2125
170.0
1367
170.0
2550
170.0
1488
170.0
2975
170.0
1529
170.0
>QM
170.0
1530
ANCHOR CAPACITY TABLE
76 N '
.170.0
1122
170.0
937
170.0
1346
170.0
1080
170.0
1570
170.0
1209
170,0.
1794
170,0
1322
170.0
2019.
170.0
1421
170.0
2243
170.0
150.5
170.0
2892
170.0
1829
170A
3140
170.0
7694
170.0
3589
170.0
1705
5
�
78 In
170A
1151
170.0
967
170.0
1381
170.0
1118
170.0
1811
170.0
1250
170.0
1842
170.0
1369
170.0
2072
170.0
1474
170.0
2302
770:0
1584
170.0
2763
170.0
1700
170.0
3223
770.0
1717
170.0
3683
170.0
1798
go h
170.0
1328
170.0
1144
170.0
15a4
170.0
1328
170.0
1859
170.0
1498
170.0
2125
170.0
1653
170.0
- 2391
170.0
1793
170.0
2658
170.0
1918
170.0
3188
170.0
2f25
158.0
3413
170.0
2273
138.5
3413
170.0
2361
' S6 in
170.0
1417
170.0
1232
170.0
1700
170.0
1434
170.0
1083
170.0
1622
170.0
2287
170.0
1784
170.0
2550
170.6
1952
170.0
2833
170.0
2095
180.0
3199
170.0
2338
137.1
3199
168.6
2470
120.0
3199
156.1
2428
t081n
170.0
1694
170.0
1409
170.0
1913
170.0
1647
170.0
2231
170.0
1870
170.0
2550
170.0
2076
164.8
2781
170.0
2271
148.3
2781
181.9
2333
123.6
2781
140.4
2281
105.0
2781
125.9
2234
92.7
2781
116.0
2160
111 in
170.0
1638
170.0
1454
170.0
1700
170.0
2293
170.0
1032
170,0
2821
170.0
2149
157.E
2832
162.3
2245
130.6
2632
148.4
2216
113.8
2(132
128.4
2168
97.6
2632
115.1
2126
85.4
2832
10a.3
2088
120In
170.0
1771
170.0
1588
ZE
170.0
1859
1S4.4
2252
159.0
1991
135.1
2252
141.4
it
120.1
2252
127.2
1838
108.1
'2252
116.1
1015
90.1
2252
99.8
1872
77.2
2252
88.9
1836
67.6
2252
81.4
1808
1M In
125.1
1564
128.8
1445
106.1
1425
89.4
1554
91.5
1407
78.2
1664
80.7
1390
69.5
1564
72.3
1373
62.6
1564
65.7
1358
521
1564
56.0
1330
44.7
lW4
492
1305
39.1
1584
44.4
1283
Srmsl,ale:
2.7k Concrete
3k Concrete
3.5k Co..
Follow CMU
Feted CMU
PT Wood
Merril
Anchor
Capacity '
AnehorType
WIT Elco
Ullracon
1/4' Elco
Ultramn
3116' WWalt
UltrecoM
1/4" DeWalt
Uluecon.
5116' Elco
Ultracon
WW Eko
Ultrecon
1/4' Eko
Uilrecon
3110' DeWelt
UUM.am
1/4' DeW.t
Uftmconl
1/4' SS Eko
AggreGator
5116' Elco
Uitmon
114' SS Elco
AggreGator
010 Steel
So_CG5)
012 Ste.
Sctew(G5)
d12 Steel
So..(G5)
(Iba)
Edge Distance 9ny
1'
2-1/2'
1"
1 2-10
1'
2-1P1'
- 7'
12-1/2'
3-1/8'
7'
2-1fY
7'
2-12'
1'
2-f12
7'
2-112'
7
37/8'
Y
0.48'
0.54'
.0.37A'
EmOedmenl an):
I-W4'
1.W4'
I-W
1-3'4-
I-W4-
1�/4'
2'
1-1/4,
1-1/4'
1-1/4'
1N4'
1-1/4'
1.1/4'
1-114'
1-114' -
- 1-1/4'
1-114"
2'
1-3/8'
1-a18'
v4a.
2 Anmhors @ 4.75' Min. O.C. / Stendartl
or Ogsel Cop (Fig, 182):
390Ibs
3901bs
310Ibs
8301bs
2201hs
8701bs
18441bs
2701bs
2801bs
3541bs
740IDs
2301bs
3701bs
3201ha
58016s
3741tn
664169
9461bS
391 Ihs
4421hs
5601bs
4 Anchors @ 4.08' Min. O.0 / Standard (or Offsel) Clip (Fig. 3):
780lbs
783Ite
620Ibs
1260 lbs
4401be
1740 Me
3232lbs
540 lbs
56016s
708lbs
1480 lbs
4601bs
740 Ibs
610 Ibs
11601bs
748 lbs
12721be
1692 [be
682lbs
8851be
1120 lbs
8 Anch ors @ 1.71' MIn. O.C. / Slandard (or Offset) Clip (Fig. 4):
11801be
14MN
9401bs
25201bS
8101hs
3410 lbe
WA
WA
940 lbs
WA
ID65 lbs
675 ibs
14801bs
8251be
19701be
WA
WA
WA
13631bs
17701bs
2240lbs
4 Anchom @ 3- Min,O.C: / (2) 2X5 Angle CBps / (Fig. 5)
7801bs
780lbs
14501bs
620lbs
E124
1260 Ibs
4401be
1740 lbs
1896lbe
540lbs
560 Mir
WA
7601bs
46D Ibs
740 lbs
640 lbs
1160 lbs
748lbs
6801be
1892lbs
682lbs'
SW lbs
11201bs
8 Anchors @ T Min. O.C. / (2) 2X5 Angle Cora / (Fig. 6),
1560 lbs
1560lbs
24016s.'2520
Ibs
880IW
34801be
37921be
1080lbs
1120 lbs
WA
4620 lbe
9201bs
148D Ibs
1290lbs
2320 ibs
14961bs
1760Ibs.
3T64 lbs
13831be
17701bs
22401bs12Atichare
@ 1.5' Min. O.C. / (2) 2X5 Angle Clips I (Fig. 7):
1660 lbs
2100 ms
260 Ibs
3780 lba
1200 IW
5100 lbs
WA
WA
1320 Ibs
WA
1500 Ibs
9601be
2220 Me
1140lbs
2880 Ibs
WA
WA
WA
2045lbs
26541be
3360lbs
4A.hora@1.34'MIn. O.C./U-Gip,Into.12 -AIu !2g 8}
WA
WA
NIA
WA
WA
WA
WA '
WA
WA
WA _
WA
WA
WA
WA
WA
NIA
WA
-NIA
WA
WA
1430lbs
8 Anchors @ 0.64' Min. O.C. / U-Clip, Into ,125' Al._ (' . 9):
N/A
WA
WA
WA
NIA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
Mel lb.
rw 2 Ahors @ 4.6W Min. O.C/ F-alp (R& 10):
390 lbs
390lbs
450 Me
8901bs
3101hs-
630 ibs
2201bs
870 [be
18161bs
270 Ibs
280 lbs
354I.
740lbs
230 ft
370 Ibs
iN P.
580 ibs
3741bs.
6381be
- 94616s
341 Ibs
4421bs
560 lbs
4 Anchm 1.71'MIn. O.C/F-Olp On. 1 Ul
590lbs
I 7001bs
I 5D5Its
11298 ]be
I
170516s
WA
WA
4701hs
WA
5331bs
1 3381be
740 (be
1 413 Ws
989 the
WA
WA
WA
6821bs
8851Ds
17201bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:-`
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: FIGURE 10: FIGUR �11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• ° ° • • •Pi • • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
i • •
° 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
° • ° ° • a. ° 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FIL
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATE
• s • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T6AND BE MINIMUM OF.
MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL
• • • • • • • • USED IN Pans. BE AT 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
Uj
PRODUCT REVISED
as --plying with -the Florida
Bullding Code
NOA-No. 20-0406.03
Expiration Date 05/2612026
By
Miami -Dade Product Control
LYnVN-/
P?'•.•''LICENSE •.���
No.58705
T�ul
(V��
A. LYI(M MI1111EII, P.E.
FL P.E.# 58705
TART G 1AA
Mullion Capacity Table IbSR
ANCHOR CAPACITY
Opening Width (for lreilically-spangling
_
mtilions) or Opening Height (for horizontally -sparring mullions)
ADJUSTMENT FORMULA:
1.26" X 2.11'•
501n
60 in
701n
601n
90 in
1001n
120 in
140 In
1601n
'
(pp W) X
`MULLION
Rectangular
Loading
Tro i
pe ang.
Loaning
arg
Recl der
Loading
Tro dan&
pR
L..dlr a
Rectangular
Loading
Trop/Tda ng.
Loading
Reclan ular
g
Loading
pT rq.
Tro da
Loading
Rectangular
Loading
Tro dan .
pT 9
Loading
Redargular
Loading
prf ng.
Tro da
Loading
Rectangular
8
Loading
p'T rp.
-rre da
Leading
RectangWar
Loading -
TropTdarg.
L-aq
Rect ular
Rectangular
leading
Tro dan .
g
Loading
x .126" Alum
Tube Mull
2>
a
v ..
g
r
a
o
p
a ,.
r
n
A
o`
a _
a
t�
5^�
2>
X
o�
^
r
a•
S�v
^
t�
��
��
��
L.
d`
x
S�
�$
tE
�o$
r
o�
E�
_
d`0¢I
§�
�$
_
h&
�¢"
S
��.
ry
$as
a•
SB'
f
^
r�
d`.a
a
$p
��
'o _
r•�sY
d`d
-�
r
tg
d`e
€
�$
2^
r=
e�
a
h
d`a
fi
f$
^•
s
d`rc
5�
^
t
d`
=ANCHOR CAP.,,;
THE"ANCHTHIS ORCAACITYTO IN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
144.2
526
167.0
428
120.2
5M
148.9
. 419
103.0
528
136.9
414
S0.1
5M
134.6
411
80.1
526
134.1
411
Ml
526
134.1
411
60.1
528
134,1
411
51.5
526
134.1
411
45.1
628
134.1
411
481n
88.6
403
10fl0
333
80.5
403
84.7
325
69.0
403
86.4
320
60.4
403
81.4
317
53.7
403
79.1
315
4fl3
403
78.8
314
40.3
403
78.6
314
34.6
403
78.8
314
30.2
403
78,8
314
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.62510
823
362
91.0
391
68.6
362
79.3
204
518
362
71.9
289
51.5
362
87.2
286
45.7
362
64.8
284
41.2
382
616
293
34.3
362
63.5
283
29.4
362
63.5
283
25.7
362
63.5
283
THAN THE MULLION CAPACITY
541.
67.8
318
74.1
287
56.5
318
64.2
261
48.5
318
57.7
256
424
318
535
253
37.1
318
50.8
250
339
318
49.5
249
2fl3
318
49A
248
24.2
316
49.1
248
21.2.
318
49.1.
248
(FROM THE TABLE) OF THE
SELECTED MULLION. (TWILL
CC
601n
49.5
25B
53.1
219
41.2
258
45.7
214
35.3
258
40.7
210
30.9
258
37.2
207
27.5
258
34.9
204
24.7
258
33.4
203
20.6
258
32.2
201
17.7
258
322
201
15.5
256
322
201
YIELD A MINIMUM ANCHOR
J
63In
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
20.0
104
17.8
234
26.6
183
15,3
234
26.5
183
13.4
234
28.5
183
CAPACITY WHICH MAY BE
.g
66 In
37.2
213
39.4
183
31.0
213
33.7
179
2fl5
213
29.8
176
23.2
213
27.0
173
Me
213
25.1
170
18.6
213
23.7
169
15.5
213
22.2
18T
13.3
213
220
168
11.6
213
220
166
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
72 in
28.6
179
30.1
765
23.9
179
25.8
152
20.4
179
22.5
149
17.9
'179
20.3
147
15.8
179
18.7
145
-
-
ANCHOR CAPACITY TABLE.
781n
24.3
161
25.4
140
2a3
161
21.6
131
17.4
181
19.0
135
15.2
161
17.0
133
78In
225
162
23.5
133
18.8
152
19.9
131
18.1
152
17.6
128
"Substrate:
27k Concrete
3k Concrete
13.51, Can.,
I Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
Anger Type:
3/18' Erco
Ulhec.n
114' Elco
Ullrecon
3116' DeWah
UItmcon.
114' DeWalt
Ullmcon*
51164 Elco
Ulbacon
3116' El..
UK.-
114' Elea
Ultracon
3116" DeWatl
Ultrocon-
114" MWall
Ultra-
1/4" SS Elco
AggreGator
5116' Ell co
Ultrecon
114" SS Elco.
AggreGator
d10 Steel
Screw (G5)
012 Steel
Scraw (G5)
d12 Steel
Screw (G5)
(lbs)
Edge Distance (in):
1'
2-112'
1'
2.lfr
1"
2.11T
1'
2-112"
3-118•
t' 2-1R'
1'
2.1/2'
1'
2.11r
1'
2-112' -
r
&118'
2'
0.48'
0.54' -
0.324'
' Embedment( ):
1-3/4'
13f4'
I-Wr
1-3f4'-
I-W4"
1-314'
1.314'
1-314-
r
1-1/4' 1. '4.
1.114'
1414'
1414'
1.1/4'
1-114'
1-114'
1 1f4"
1-1/4'
r
1�/8'
1-318'
vales
4 Anchors ® 3' Min. O.C.1(2) 2r5Anilla Clips I (Fig. 4)*
7B0Ibs
78016s
6801oa
15801bs
6201bs
12601bs
440lbs
1740lbs
1896 Ihs
540 Ina 560 Ws
WA
760 05
460 Ibs
7401bs
6401bs
11601bs
748Ibs
6B0 Ibs
18921hs
6B21bs
BBS Iba
1120 bs
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 -
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE'CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 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
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration But; 05/26/2026
By �:%�
Mlaml-Da o Product Control
oV LYNiy2 '�,��
No. 58705 '
S1 2 F
''. FLORIDP.
S G .
�ONAL rcN.�`•
A. LYNCVrIILL�R, P.E.
FL P.E.# 58705
TABLE15A
_ Mullion Capacity Table (lbsffe)
ANCHOR CAPACITY
Opening Width (for veltinlly-sparvtipg mWlions) or Opening Height (for horimnta*spanrirg mi lions)
ADJUSTMENT FORMULA:
3.26" 30
50 in
So in
70In
801n
901n
1001.
120 in
140 in
1601n
(ANCHOR CAP.,,",,,,,,,
(DP_) X `MULLION CAP,
Rectangular
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BAYMULL
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=ANCHORCAP,
TUSEHE TANCHOR CAPACITY STAIN
REQUIRED"CORRESPONDING
.
AN ACTUAL PRESSUREo.o
REQUIREMENTFORTf;E
izb
170.0
ego
170.0
435
no.o
744
170.0
47e
170.0
ase
170.0We0.0
e
170.0
99z
170.0
519
170.0170.0o.0
�t1s
o.o
szt
170.0
1240
170.0.o
521
no o.
lace
170.0
szt
170.00
ms
170.0o.0
521
14a1
1740
170.0TO
szt
48 in
170.0
708
170.0
524
170.0
850
170.0
684
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
130.5
I=
170.0
680
114.2
1522
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
170.0
684
170.0
1105
170.0
723
170.0
1345
170.0
747
1642
'
1443
170.0
75B
136.9
1443
170.0
756
117.3
1443
170.0.
756
1028
1443
170.0
756
THAN THE MULLION CAPACITY
THE TABLE) OF THE
541.
1711.0
797
170.0
612
170.0
9W
170.0
691
170.0
1118
170.0
754
170.0
1275
170.0
903
160.4
1353
170.0
837
144.3
1353
170.0
856
120.3
1353
170.0
861
103.1
1353
170-0
661
90.2
1353
170.0
861
(FROM
SELECTED MULLION. IT WILL
601.
170.0
885
170.0
701
170.0
1063
170.0
797
167.0
1218
170.0
878
146.1
1210
170.0
944
129.9
1218
159.8
936
i16.9
1218
152.1
924
97.4
1218
146.1
913
83.5
1218
146.1
913.
73.1
1218
146.1
913
YIELD A MINIMUM ANCHOR
63 b
170.0
930
170.0
745
170.0
1116
170.0
850
150.2
1150
168.8
933
131.4
1150
153.0
914
116.8
1150
141.9
898
105.1
1150
134,2
885
87.6
1150
126.7
871
75.1
1150
126.2
870
65.7
1160
126.2
870
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
,§
66 in
170.0
974
170.0
769
152A
1048
165.8
'861
130.E
1048
146.6
664
114.3
1048
133.1
850
101.E
1048
iz3,4
H39
91.4
1048
116.8
830
76.2
1048
109.4
821
65.3
1D48
10a2
916
57A
1048
108.2
816
ANCHOR OPTIONS FROM THE
C
721n
140.6
880
147.9
784 .
117A
080
126.0
748
100.6
680
110.8
734
88.0
880
100.0
722
782
880[36.1415
70.4
880
, 86.2
703
58.7
Beg
792-
693
50.3
880
76.5
6B8
44.0
880
76A
688
ANCHOR CAPACITY TABLE. '
J
76b
119.7
790
125.1
690'
99.8
790
108.4
676
85.5
790
93.3
663
74.8
780
839
652
68.5
790
59.9
790
71.7
635
49.9
790
65.1
624
42.8
790
62.1
619
37A
790
61.5
617
-
2
78 b
110.8
750
115.5
657
923
750
98.1
844
79.1
750
85.9'
632
69.2
750
77.1
621
61.5
7502
55.4
750
65.7
605
46.2
750
59,4
594
39.8
750
56.2
588
34.6
750
55.5
588
901n
72.1
563
74.4
500
60.1
563
B29
.491
51.5
563
54.8
483
45.1
593
48.9
475
40.1
5638
36.1
563
40.9
462
30.0
563
36.2
452
25.8
563
33.3
445
22.5
663
31.6
442
961.
50.4
495
61.1
443
49.5
495
51.5
435
42.4
495
44.0
427
37.1
495
39.9
421
33.0
4955
29.7
495
33.2
409
24.8
495
29A
400
21.2
495
26.6
394
18.6
495
25.0
39D
1681.
41.7
391
42.6
353
34.8
391
35.9
348
29.8
391
'31.1
342
28.1
391
7.6
337
23.2
391
3
20.9
391
22.8
328
17.4
391
19.7
321
14.9
391
17.8
315
I II In38.4
370
39.2
335
32.0
370
33.0
330
27.5
370
28.6
325
24.0
370
25.3
320
214
370
19.2
370
20.9
312
16.0
370
18.1
3051201n
30.4
3t7
30.9
289
25.3
31T
26.0
2B6
21.7
317
23.5
280
19.6
317
199
276
1H.9
3173
Win
1 17.6
220
17.8
1 203
BLE 15B
Substmjw
2.7k Conamte
3k Concrete
3.51, Cma.
Hollow CMU
Feed CMU
PTW.od
Malel
Anchor
CaCapacityra
AborType.
3116' Eko
Ulna-
1/4" Elco
Ullrecon
3/16' DBWI'l
Ultrecona
1/4" DeWaft
LAlracon4
5/16' Ill..
Ultrac.n
3116' FJco
UI(mcon
1/4' Eico
Lnt-n
311E D.Mdl
Ullreo.rir
1/4° DeWall
Ultraconi
114' SS Etc.
A reGalor
99
5/16' Elco
Ulbacon
114' SS Moo
A 98reGator
410 Steel
Sorew(G5)
012 Steel
Screw (G5)
#12 Steel
Screw(Gs)
(Ibs)
Edge Otslarce (In}
1'
I 2.11r
1'
2-1/2
1'
2-1/2'
1'
2-112'
&tfe'
1°
2-1/7
1'
2-112'
1'
2-1/2'
1'
2.12'
- 2'.
31l8'
2'
0.40'
- 0,54'
0.324'
Embedment M):
1-314'
1.314'
1-314'
1-&4"
1-314°
1.3l4'
1-314'
1-314'
2
1-1/4"
1.114'
1-1/4'
1-1/4'-
1-114'
1-1/4'
1.1/4'
1.1f4'
1-1/4'
1-1l4'
T
1-318'
1.1fe'
wades
2Amhom@5°Aen.O.C./(2)2a5Angle
Caps/(Fig. I}
3DDIbs
3901be
4501ba
8901bs
3101bs
6301bs
2201bs
870lbs
1700 its
270lbs
2801bs
'354ibs
7401bs
2301bs
3701W
3201bs
5801bs
374 lbs
72016e
9461bs'
341 lbs
'442lbs
56D ibs
4 Awhom ® 3.6' MIn, O.C.1(2) 2r5 Angle Clips / (Fig. 2}
7801bs
'7801bs
7901bs
1670lbs
6201bs
12601bs
4401bs
1740 lbs
25251bs
6401bs
6601bs
WA
11201bs
4601bs
740 Its
640 ft
1160 lbs
748 lbs
Boo lbs
16921bs
6821bs
885 @s
11201bs
6Anclmra a 2.71"MIn O.C.1(2)2r5An01e Ceps!(Fig. 3):
11201bs
11201bs-95B
0s
22661ts
9301bs
t6901bs
0401hs
1 25931bs
2254 lbs
WA
8401bs
N/A
10591bs
646Ibs
11101bs
670Ibs'
1678 @s
WA
13201hv
Wq
102216s
13271bs
1fi80 @s
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 C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST ,125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 10-8 S.S. OR 410 S.S.
30" BAY
MULLION
I3.2/
50'
PRODUCT REVISED
as eor" ying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date ,0rr5•/2612026
By 21 '
Ml- am Dade Product Control
1f 111171•
LYNIAI
` `, .• 1.tCCNgF ..
.ar. ;�,N(/o. 58705
%�0� SAT OO ,A/Ji`
�//ONAL
A. LYNtSUld'LR P.E.
FL P.E.# 58705
TABLE 16A
Mullion Capacity Table IbsHt=
ANCHOR CAPACITY
Opening Width (for vertically -spanning
.
mUflorls) or Opening Height (for harizantally-spannirg mullions)
ADJUSTMENT FORMULA:
50 in -
601n
701n
60 in
90 In
100 in
129 in
Min
160 in
(DI_)X /(ANCHOR CAP.,.,v„„"
Rectangular
TraprTdang,
Reclangder
TrepTrIang.
Rectangular
TraplTdang.
Ractangolar
Traprrdang.
Rectangular
Traprldang.
Rectangular
Trap/Tiang•
Rectangular
Trap/Tden9,
Raclan0ular
T1apRdertg.
Rectangular
TrepRdeng.
`ANCHOR AP.,,,,,,,„.)
3.26" 46
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"ANCHOR
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REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT F.OR THE
421n
170.0
.620
170.0
435
170.0
744
170.0
--478
170.0
868
170.0
506
170.0
892
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
564
170.0
992
170.0
630
170.0
1133
170.0
681
170.0
1275
170.0
677
170.D
1417
170.0
6a0
103.7
1637
170.0
080
140.3
1637
170.0
_
680
1228
1637
170.0
680
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.0
503
170.0
693
170.0
631
170.0
1048
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.D
1494
170.0
756
147.1
1552
170.0
758
128.1
1552
170.0
756
110.4
1552
170.0
756
THAN THE MULLION CAPACITY
THE
54 In
170.0
797
170.0
812
170.0
856
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
631
1552
1455
170.0
656
129.3
1455
170.0
851
110.8
1455
170.0
861
97.0
1455
170.0
861
(FROM TABLE) OF THE
SELECTED MULLION- (TWILL
60 in
170.0
885
170.0
701
170.0
1083
170.0
787
170.0
1240
176.0
878
157.1
1309
170,0
944
139.7
1309
170.0
996
125.7
1309
163.5
994
104.8
1309
157.1
982
89.8
1309
157.1
982
78.6
1309
157.1
982
YIELD A MINIMUM ANCHOR
63 In
170:0
930
170.0
745
170.0
1118
170.0
850
1629
1247
170.0
940
1425
1247
164.6
903
120.7
1247
1528
965
114.0
1247
144.3
952
95.0
1247
1362
936
81.4
1247
135.7
935
71.3
1247
135.7
935
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
861.
170.0
974
170.0
7BB
170.0
1168
170.0
903
148.4
1180
183.7
965
129.9
119D
147.9
945
115.4
1190
138.5
928
107.8
1180
128.4
914
88.8
1190
119.5
898
742
1180
118.1
883
114.9
1180
118.1
883
ANCHOR OPTIONS FROM THE
m721.
181.8
1010
i8B.8
677
134.7
1010
144-o
859
115.4
1010
1272
842
101.0
1010
114.7
828
BB.B
10f0
105.8
817
80.8
10f0
88.9
807
87.3
f010
90.8
795
57.7
10f0
87.8
7A0
50.5
1010
87.7
789
ANCHOR CAPACITY TABLE.
J
76 N
137.4
908
143.E
782
114.5
806
1220
775
98.1
908
107.1
781
85.9
808
982
749
78.3
906
882
738
68.7
808
823
729
57.3
808
74.7
718
49.1
906
712
710
429
908
70.8
708
2
78 in
127.1
ael'I
132.5
754
105.9
881
1125
1738
90,6
661
1 98.6
725
79.4
MI
88.5
713
70.6
861
81,0
703
63,8
861
75A
694
53.0
861
68.1
681
45.4
861
64.5
675
39.7
861
1 637
672
90 in
82.7
846
85.4
574
68.9
648
721
584
59.1
848
62.9
554
51.7
646
56.1
545
48.0
646
60.9
537L411....4
US
34.5
646
41.5
519
29.6
646
38.2
511
25.9
846
36.5
507
g81n
68.2
588
70.1
508
56.8
568
59.1
499
48.7
568
51.4
491
426
558
45.8
483
37.9
568
41.4
478
56B
28.4
566
33,4
459
24.3
508
30-5
452
21.3
568
28.7
447
1081.
47.9
449
48.9
405
39.9
449
41.2
399
342
449
35.7
393
29.9
449
31.7
387
26.8
449
28.6
382
449
20.0
449
22.7
368 .
17.1
449
20.4
301
15.0
449
16.9
356
III In
44.1
425
45.0
385
36.8
425
37.0
379
31.5
425
32.8
373
27.6
425
29.1
367
24.5
425
28.2
362
425
24,0135818.4
425
20.7
350
15.8
425
16.6
343
1201n
34.9
364
35.5
331
29.1
354
29.8
328
24.9
364
25.8
321
21.8
364
228
317
19.4
384
20.5
313
384
144 In
20.2
253
20.4
213
18.8
253
17.1
230
TABLE 16B
Substrate:
- 27k Conorele
3k Conomle
3.5k Conc.
Hollow CMU
Fgled CMU
PT Wood
Melee
Anchor
Capacity
ArctarTypa.
3115 EEo
Ullrecon
1/4" Moo
Ultncon
3/1S DeWalt
Ultreeonr
114• DeWall
Ultracon.-
5/16" Moo
Ultracon
&1S Elco
Ultmeon
1/4' I7co
Uitracan
3/1S DaWell
Ulira..n+
1/4' DeWall
Ultracon+
114' SS Elco
A Gator
99re
5116 Etco
Ultracon
114' SS Elco
A - Gat-
A Gatar
#10 Steel
Screw G5 )
,12 Sleet
Screw G5
( )
#12 Steel
Screw (Gs)
(Ibs)
Edge Dislarwe tnT
i•
2-1?
1'
2-i@'
1'
2•tYl
1'
3-118,
1'
2-117
1'
2-1/2'
T
2-1@'
1'
2-7?
T
&1/S
.2
0.48'
0.54'
0.324"
Embedment An):
1.1/4'
1�/4'
1314-
1�14'
1.314'
1�14'
• 7
1.114'
1-1/4'
1-114'
t-7/4'
1.114'
1.1/4'
1-1/4'
1-1/4'
1.1/4'
1.714•
7
1.315
1.3r8'
vales
2 Anchors ®S Mln. O.C. / (2)
245 Angle Clips! (Fig. 1}:
390Ihs
45D 10.s
8901bs
3101bs
8301bs
2201ba
E2b
17001hs
27016s
28D Ibs
354 I.
740Ibs
230 Ibs
3701bs
3201bs
580Ibs
374 Ibs
7201bs
948IM
341 Ibs
4421ha
5601hs
4 Alwre ®3.S Mln O.C-! (2) 2a5 Argle Cops / (Flg. 2):
78D Ibs
f390ibs
7901bs
187016s
6201bs
126016s4401bs
25251hs
5401hs
551bs
1120Ou
6A.chors Q271"Min. O.C- / (2 2 6Agla Clips / (Flg. 3k
1120 Ibs
M R.
22461hs
930Ibs
18801bs
84B IDs
225416s
WA
8401Da
WA
10591bs
6481hs
11 f0Ib9
8781bs
18781bs
WA
13201bs
WA
10221bs
1327 Ibs
Mao Ibs
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 2r1 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 .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8: #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Coda i
NOA-No. 20.0406.03
Expiration Date 05/26/2026
By f3
Miami -Dade Product Control
r 151111111 /,+'' '
���y LYNVIC
........... ��j �,
No.58705 '
0 4r��
S,S/0NAL V\% `�
A- LYI1 M P.E.
FL P.E.# 58705
.376"
MIN.'
I'
STANDARD CLIP
2.000"
I
6003-T6 ALUM.S XECTION
I
i
r.125"
Ll
5.500"
- 3.125" CUTHERETO
..(
.37
_ CREATE F-CUP. SEE
DETAIL F. SHEET
MI
I I
I
I Itj
L_ _____J
L____--_J
L_
STANDARD CLIP
0063-T6 ALUM.
ZTEROF ANCHOR HOLE MUST UE TOPVIEW
HIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FORTHE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1116".
5.500" .375"
.375" MIN.
MIN.
r•-----------I-------------
I I
I i I i I
I tl I
I I 1 I
I
O OFFSETCLIP
125" 6063-T9 ALUM.
TOPVIEW
II
2.125"
U-CUP
I 6063-T6 ALUM.
XSECTION
12T] I rE
-1 .740" F--
q I
.338" MIN.
A I U-CLIP
6063-T8 ALUM.
TOPVIEW
ZGE-NiTER.FANCHOR
LE MUST UE
THIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C. ,
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER+1116". .
TABLE B
1"X 2.75" X .650" MULLION
6063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063-T6 ALUM.
2.000" X-SECTION
125".
f- 5.000"
I .375" MIN.
r___________________
A F-__---
�___________________
2XSANGLECLIP
6D63•T6 ALUM.
TOPVIEW
ENTER OF ANCHOR HOLE MUST LIE WITHIN THE
CENTER
BOUNDARY. SEE SHEETS 5.18 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116",
Mull Dimension (sheet #)
PGT Part #
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
V X2" X.125" (5)
66605
666113M
6661118M
.666243M
666511M
l" X2" X.375' (6)
666D06
666114M
6661119M
666244M
,666512M
V X2.75" X.375" (7)
66607
666115M
666112OM
666245M
666513M
1" X2.75" X.650" (8)
66608
666116M
6661121M
666246M
666514M
V X3.125" X.500" (9)
66837M
6661116M
6661114M
666242M
666515M
1.25" X3.188" X.265" (12)
66641
6661117M
6661113M
666241M
66(5516M
1.26" X2.1V X.125" (18) 1
69370
1 WA
NIA
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 24 FOR GENERAL INSTALLATION METHODS.
e in
o�
125" U
2.116" N
a �
126' Z N 0
.900" F J
1.26"X2.11"X.125"MUWON
6063-T6 ALUM. Q o
XSECTION WCll 00
? n cmo
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
1.875
1° X2.75"" 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
6.836
A
2.000,
1" X 3.125' X
.500" Alum
Tube Mull
B
2.637
Q
0.863
D
1.137
A
2.625
1.25" X 3.188"
X.265" Alum
Tube Mull
9
3.262
C
0.862
D
1.762
A
1.813
1.20' X2.ill X
.121" Alum
Tube Mull .
W
w
1n
07
E-
PRODUCT REVISED
as complying with the Florida
Building Code.
NOA-No. 20-0406.03
Expiration Date 05/26/2026
ey
Mlaml-Dada Product Control
`11 () "1 L r NN/ .,
ENy
LE "✓'llF
No. 58705
�O
� CAS •.F<ORIDA,.••'. \�\�
�ONAL Ili 11 IENG�.
A. LYNN MILLER, P.E.
FL P.E.# 58705
1.25' X 325" X .100" . 1.25' X 3.25' X .624"
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
XSECTION X-SECTION
2.661"
1-1:377"� •125'
30' BAY MULLION
6063-T8 ALUM.
XSECTION
T
.228"J{
ff 3.250'g5- BAY MUL
(if7J� 0083-TB AL
XSECTIC
.385"
rt
.125' STANDARD CLIP
2.625" 2.000"
6063•T6 ALUM.
X-SECTION
I
'125"
740"
--1 1--.125" S �'
2.125" oY
U-CLIP 2.000" 2X6 ANGLE CLIP
I 6063-TB ALUM. 6083-TB ALUM.
X-SECTION
XSECTION .125" N
r ZN
I t
125"J fl
1"X4"X.375"
-r"-MULLION
5.500"
CUT HERETO
6063-TB ALUM.
' 3.125" .375"
'1 CREATE SEE
XSECTION
'?75' _
SHEET
MIN. I DETAIL F,, SHEET4
r--------1 I r-------�
I I I I I
I I I I
I I I I
I I I I
I I I 1
I I I} I I
2.875"� I -- 4I
t2l
1 I I I F
3
I I I I I
1 1 I I
1 1 I I
00"L
I I I I
------L'--------I4"
rt L STANDARD CUP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
--1 .820" F--
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
1.25'X 3.94"X.624"
SHEETS 10-17 FOR THEANCHOR O.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
6005-T6 ALUM.
w �DMETER: ANCHOR DIAMETER +1/18°.
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 H I
I I
I
OFFSET CLIP
6083-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE 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 WITHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 10-17
¢
FOR THE
ANCHOR O.C.
DISTANCE.
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER + V 16'.
U-CUP
6063-76 ALUM.
TOPVIEW
TABLE C
Dimension
Value (In)
For Mullion:
F
3.687
7t4' X
G
1.000
.125'
Aluminum
H
2.680
1
3.000
Tube Mullion
F
3,187
1-X4"X
G
0.757
.375"
Aluminum
H
2.430
1
3.000
Tube 8 "T'
F
2250
1.25'X3.25'
G
0.750
X.100"
Aluminum
H
1.500
1 -
1250
Tube Mullion
TABLE D
I---------'------------
I I
1 1
1 I
i I
I 1
I 1
I I
I I
I- 1
TABLE C, CONT.
Dimension
Value Con)
For Mullion:
F
G
1.936
0.500
1.25"X325"
X.624'
Aluminum
Tube Mullion
H
1
1.438
3.260
F
G
2.625
1.125
1.25" X 3:94"
X.624'
Aluminum
1 Tube Mu an
H
I
1.500
3.250
F
2.813
30• Ba Mull
F
2.875
45° Ba Mull
MIN.
2X5 ANGLE CUP
6063-T6 ALUM.
TOPVIEW
Mull Dimension
(sheet#)
PGTPart#
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1"X4"X.125"(10)
69364
666111M
6661122M
686241M
666518M
1" X4" X.375" (11)
66610
666112M
6881123M
666242M
665519M
1' X4" X.37S''T' (11)
66853
666112M
6661123M
666242M
666519M
1.25-X3.25"X.100"(13)
1.25" X325"X.624" (14)
20160120312
20161/20315
6661127M
6661128M
6601124M
6681125M
6662410M
6802411M
6665115M
6665116M
1.25-X394"X'624"(15)
20162
6661117M
6681126M
666241M
666517M
30 Degree (19)
66649
WA
WA
IVA
6665110M
45 Degree (20)
66850
WA
NIA
NIA
6665111M
�I
PRODUCT REVISED
as comps Ing with the Florida
Building Cade
NOA-No. 20-0406°03
Expiration Date 05/26/2026
By:
Miami -Dade Product Control
N L.Y.Niv
NNoo. 56705
� •' [STdJTE bF .'
A. LYNN ILLER. P.E.
FL P.E.# 58705
TARI F F
Mull Dime nslon
(sheet#)
PGT Part#
Mullion
Std. Clip
U-Cllp
Angle Clip
2" X4" X.25" (16)
66602
666261M
666271M
6685112M
2" X6" X.25" (17)
66604
666262M
61362-12M
6665113M
-•11--.125"
STANDARD CUP
6063 T6 ALUM.
42.000" XSECTION
NOTES:I1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING '125DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS..490"
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
- f--2.000^ .--1
Z'X 4"X.25"
MULLON
8063-T6 ALUM.
XSECTION
2"X6'X.25"
MULLION
6083•T6 ALUM.
X-SECTION
CUTHERETO
3.500"CREATEF-CLIP,
.375" r I _ SEE DETAIL F. .375"
MIN. r SHEET4 MIN.
-------
I I I
I I
I I
I I
I I
3.438"
I I
I 1
I I
I I
L_
L- STANDARDCUP
CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C.
s\ DISTANCE. MAXIMUM ANCHOR HOLE
ienncrco euruno roenncrcn .. u _
.375"
MIN.
5.500"�
CUTHERETO
F [_3.5001, CREATE F-CLIP,
r_ SEE DETAIL F, MIN.
SHEEi4
I
I
1
I
I
I
1
I
I
I
1
I
I
I
I
I
I
I
i
4.68B"
I
I
5.43
I
I
I
I
I
I
I
I
I
I
1
I `-
STANDARD CLIP
6D63-T6 ALUM.
TOP VIEW
-"I F-125" Z
U-CUP 2X5 ANGLE CLIP
2 125"jur
6063-TB ALUM. 6OB3-T6 ALUM. ' Y
XSECTION 2.000" X-SECTION
IL L .125" L ,125" 180
i---1.490"—I I
5.000" 375" W U) � a.375" MIN. Z M W
I- 0 fO (7
� fA Z
--I-- i---------------------i g w e. SO
I I _j do u Z
rC + 3.438" rL I 1 � - U N
Z
�"--------I Q 01 O7
3.438" I I Q Z ..Z a0 co
"
I I co Q8 C3Mo
.375Z. o
�LE
----------------------j MIN. Wof
CO CO
6 ALUM. 2X5 ANGLE CUP - Q ¢ 0
SED FOR 2"X 4" MULLION. SHEET 18 CENTEROFANCHOR HOLE MUST UE 6063-TOALUM. ar Z (qTOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEWSHEETS 16-17 FOR THE ANCHOR O.C.CENTER OF ANCHOR HOMUST LIE DISTANCE MAXIMUM HOLE g H �°'�
—WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER+1116°.
SHEETS 16-17 FOR THE ANCHOR D.C. PRODUCT REVISED
—DISTANCE. MAXIMUM ANCHOR HOLE es com 1yln with the Florida
DIAMETER: ANCHOR DIAMETER +ilt6'. Building Code
5.000" - NOA-No. 20-0406.03
375° MIN. expiration Date 05/26/2026
.375° By�i.f:
r - --------------1 Miami -Dade Product Control
I _ I I •
I I
I I
I 1
I I I
I I
I 1
I I
I I
I I
� r 5.438" � � — - — - — _ ---i tIIIIII
No. 58705 .
I I .375"
I
-- -- L---------------------3 MIN.
�0 STAT OF
U-CUP 2X5 ANGLE CLIP O
8063-T6 ALUM. 6683-T6 ALUM. ���;s � l NAL I I
USED FOR 2' X 6' MULLION, SHEET 17 TOPVIEW
TOPVIEW A. LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE
72'
MULLIONLENGTH
1: SINGLE VERTICAL MULLION
NO ANCHORS IN HEAD
SEE
DETAILS,
FAVAL2-3 -
^
Nq aNCHORsiN IMNDowslLL
32'
--I MULL vwoiH
OPENING WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-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" =65". REFERENCING SHEEP 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 2-114" AND WILL MEET OR EXCEED THE REQUIRED
• DESIGN PRESSURE OF+60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-56.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION. 'SHEETS
FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72°, OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAYBE 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 CLIP WITH (4) 012 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILLSHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. .. -_IN THIS E7(AMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF fi0 PSF:
(60 PSF) X ( 35 LBS ) = 524.9.LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF
y
i =
i °g
oYa
CD
ZWSEE =DETAILS.
�2SINSTALLATION
tc)
W F'
j m W
(7
Z Z �' .=
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318". THE OPENING REQUIRES A
s
0�O
Z
DESIGN PRESSURE OF+50.01-55.0 PSF.
J o
Q r o
FOR THE VERTICAL MULLION:
z N
Z Q m c0
Z CO tV
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+72"+1"=105° AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25,
COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEP7H OF 2-318°AND WILL
Q
o'
fA COIa
THE
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF- IF THE TABLE DOES NOT SHOW THE b(ACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
-1 N o 0
EXAMPLE 2: MULTIPLE MULLIONS
SEE DETAILS,
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
W O-
MULLWDTH-1 f-- SHEETS 2-3
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, 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
O
a • Z Cl)� fn
a
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF971 LBS.
€�� x0
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE AbJUSTED OPENING WIDTH IS 36"+36"+2 =74", NOT 73" AS PREVIOUSLY
1= a�
aY FENEsSEE rRArloN DESEETAILS.
SHEETS
ASSUMED. VERIFYTHATTHE DESIGN PRESSURE IS STILLAPPLICABLE FORTHEADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BEREDUCED TO MAINTAIN
PRODUCT REVISED
PRODUCTS
APPROVAL 2-4 �-
THE 73" DIMENSION (35.12°+35-12"+2"=73'�.
as complying with the Florida
r r
' 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
Building Code
NOA-No. 20-0406.03
1
CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERTICAL 1,
- USING THE STANDARD CLIP WITH (6) 3l16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF2-1/2- GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
Expiration Date 05/26/2026
MULLION_
SEE � SEE
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
;
LENGTH
a DETAILS. DETAIL E,
SHEETS 2-4 SHEET3
FOR THE HORIZONTAL MULLIONS:
B Y
Mlaml-Dade Product Control
OPENING
HEIGHT
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
FOR
HORIZ.
MU ON 77
MULLION TYPE COULD BE CHOSEN.
MULLION LENGTH IS 36- AND THE OPENING HEIGHT IS 32"+72°+2" =106". REFERENCING SHEET 25, THE COLUMN USINGTRAPEZOIDALlTRIANGULAR LOADING MAYBE '
,1) THE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT=120°) HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
SHEETS
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
I I 1 1 11 /
2-3
(4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED
11
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ANCHOR CAPACITY OF 621 LBS -
� k\
IC��
s , HORIZ 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-CLIP SHOWS THE ANCHOR
3s', HORIZ 'a'OF 521 LBS. THE
LICENgF'•
IIL�MULL LENGTH MULL LENGTH
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT
�T : N0. 58705
F--OPENING WIDTH FOR VERTICAL MULL -
ANCHOR TYPE IS A #12 STEEL SCREW
_
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
_ •
•.- ()
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; '
'SQ T OF ' �(/
•' �/.
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
��
•'•F,40RIDP,••'•
_
THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OFTHE MULLIONS.
,/;/1/
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCT BE INSTALLED IN
/ NAL
A. MILLELR,
'
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION
LYIVN P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
I , PW
Ii6ffi�If
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
—
PAP
N!
/
i
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
HINGED
DOOR
I�
I
/I
ol.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDAL/fR1ANGULAR LOADING:
r--
\.-----.�-o----.
LOADING OF HORIZONTAL MULLION
PW PW
LOADING OF (2) HORIZONTAL MULLIONS
1:�_�
oil
w�����al
.....
LOADING OF HORIZONTALIMULLION
I
I��
LOADING OF VERTICAL MULLION
N W omo
.40
PW
�
�N
.LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
' MULLION Miaml-0odo Product Control
NOTES:
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
/II////
/
/
II
II//
PW
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
'
2) IF THE LOADING TYPE CANNOT
DETERMINED,
`��� �n0 LY ,..••••.N���i� -
C�
�y
BE USE
RECTANGULAR LOADING.
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3) SEE PRODUCTS' APPROVAL FOR
= No. 58705
— •: �- =•
ACTUAL ANCHOR LOCATIONS.
_ G
3 A
STATE F
In. c"NG\�, .
LOADING OF VERTICAL LOADING OF HORIZONTAL ���i��INALI„����
A. LYNN MILLER, P.E.
MULLION MULLION
FL P.E.# 58705