HomeMy WebLinkAboutNOA Aluminum Tube MullionM1AMI.-DARE,
DEPARTMENT OF REGULATORY AND ECONO C RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NO )
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applie
materials. The documentation submitted has
Product Control Section to be used in Miami
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiratic
Section (In Miami -Dade County) and/or the F
to have this product or material tested for q
perform in the accepted manner, the manufac
immediately revoke, modify, or suspend the i
reserves the right to revoke this acceptance,;
Section that this product or material fails to mi
This product is approved as described herein
Code, including the High Velocity Hurricane
DESCRIPTION: Series "PGT" Clipped Eii
APPROVAL DOCUMENT: Drawing No.I
sheets I through 25 of 25, prepared by man
signed and sealed by Anthony Lynn Miller, P
stamp with the Notice of Acceptance numt
Control Section.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, FL 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
rules and regulations governing the use of construction
I reviewed and accepted by Miami -Dade County RER -
County and other areas where allowed by the Authority
date stated below. The Miami -Dade County Product Control
IJ (in areas other than Miami -Dade County) reserve the right
flity assurance purposes. If this product or material fails to
firer will incur the expense of such testing and the AHJ may
e of such product or material within their jurisdiction. RER
f it is determined by Miami —Dade County Product Control
I the requirements of the applicable building code.
and has been designed to comply with the Florida Building
Aluminum Tube Mullion — L.M.I.
OJR, titled "Impact —Resistant Aluminum Tube Mullions",
-turer, dated 08/29/I1, with revision D dated 06/26/2020,
bearing the Miami -Dade County Product Control Revision
and expiration date by the Miami -Dade County Product
LABELING: Each unit shall bear a perm !vent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Mi i i-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be consider]
no change in the applicable building code ne
TERMINATION of this NOA will occur a
in the materials, use, and/or manufacture of.
of any product, for sales, advertising or any;
to comply with any section of this NOA shah
d after a renewal application has been filed and there has been
atively affecting the performance of this product.
ter the expiration date or if there has been a revision or change
he product or process. Misuse of this NOA as an endorsement
Aber purposes shall automatically terminate this NOA. Failure
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
MIAM - E COUNTY r:
Expiration Date: May 26, 2026
08/20/2020 Approval Date: August 20, 2020
Page 1
PGT Industries, Inc.
1. EVIDENCE SUBMITTED UNDEI
A. DRAWINGS
1. Manufacturer's die drawings a
2. Drawing No. 6300JR, titled
through 25 of 25, dated 08
manufacturer, signed and sear
B. TESTS
1. Test reports on: 1) Air Infilti
2) Uniform
3) Water Re
4) Large Mi
5) Cyclic W
6) Forced Ej
along with marked -up drz
mullions, prepared by Fen(
(samples A-1 thru E-1), dat
and sealed by Marlin D. Brij
NOA's
sections. (Submitted under NOA No. 10-0819.05)
npact-Resistant Aluminum Tube Mullions", sheets 1
>/ 11, with revision C dated 06/ 19/ 17, prepared by
by Anthony Lynn Miller, P.E.
nn Test, per FBC, TAS 202-94
tic Air Pressure Test, Loading per FBC, TAS 202-94
:ance Test, per FBC, TAS 202-94
e Impact Test per FBC, TAS 201-94
Pressure Loading per FBC, TAS 203-94
Test, per FBC 2411.3.2.1, and TAS 202-94
ngs and installation diagram of clipped aluminum
ation Testing Lab, Inc., Test Report No. FTL-6443
02/28/11, and addendum letter dated 05105111, signed
n, P.E. (Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calcula't ons and structural analysis, complying with FBC Ste
Edition (2014) and with F C 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed j y Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department ofl egulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATION
1. None.
F. STATEMENTS
1. Statement letter of confor,Tance to FBC-5th Edition (2014) and FBC-61h Edition
(2017), dated 06/22/17, issuled by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20,2020
E-1
PGT Industries, Inc.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08I29/11, 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 i
1. Anchor verification calcula
Edition (2017) and with Ff
04/01/2020, signed and seali
I
D. QUALITY ASSURANCE
1. Miami -Dade Department of
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of confo
(2020), dated 03/30/2020,
Lynn Miller, P.E.
2. Statement letter of no fins
signed and sealed by Antht
G. OTHERS
1. Notice of Acceptance No. :
"PGT" Clipped Extruded
11/09/17 and expiring on 0
i
)ns and structural analysis, complying with FBC 6th
7th Edition (2020), prepared by manufacturer, dated
by Anthony Lynn Miller, P.E.
and Economic Resources (RER).
to FBC-6t" Edition (2017) and FBC-71h Edition
by manufacturer, signed and sealed by Anthony
ial interest, dated 03/30/2020, issued by manufacturer,
Lynn Miller, P.E.
-0630.01, issued to PGT Industries, Inc. for their Series
►luminum Tube Mullion — L.M.I., approved on
26/21.
E-2
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE F—.PE....-DTHF.R-RTI:AL—LMULLIONS —� EE ..AILS
A-D.G.ft
SHEETS
24
SEE DETAILS
ATHRUG; / 1
SHEETS 2-4
VE IT.
MLL
MULL III II
/// III ///
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTOSE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CUP.
I A THRU G;
/ SHEETS 2-4
OPENING
HEIGHT
FOR
HORIZONTAL
SEEDETAILE, MULL
SHEET3
FENESTRATION
PRODUCTS MAY _
-BE OF ANY -TYPE. -
MUST BE
MANUFACTURED
BY CGL
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 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULUON, SEE EXAMPLES ON THIS SHEET AND SHEET24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGETABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON 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/ELCOAGGRE-GATOR, DEWALTULTRACON+NOA'S.
FENESTRATION PRODUCTS.
DESIGNED &-TESTEDTO-COMPL
GENERAL NOTES ............. -............ I
INSTRUCTIONS ............. -...._.._--- I
ELEVATIONS- ...... - ...... -_.... _....... I
MULLTO 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 INSTALLATIOM.............4
1 X 2 X.125 MULL SPECS ......... .... 6
1 X 2 X.375 MULL SPECS..._—__-.6
1 X 2.75 X.375 MULL SPECS_.__.7
IX 2.75 X.65 MULL SPECS .._........ 8
1 X 3.125X.500 MULL SPECS
1 X 4 X.125 MULL SPECS, ............ 10
1 X 4 X.375 TUBE MULL SPECS—. 11
1 X4 X.376 "P'MULL SPECS........ 11
1.25 X 3.188 X 26.5 MULL SPECS_.12
1.25 X &25 X .100 MULL SPECS__. 13
1.26 X 325 X.624 MULL SPECS._.. 14
1.25 X 3.94 X.624 MULL SPECS._..15
2 X 4 X .25 MULL SPECS....._.__... 18
2 X 6 X 25 MULL SPEC$_.._.....__ 17
1.26 X 211 X.125 MULL SPECS.... 18
30" X 3,25 BAY MULL SPECS..-_.. 19
45 X 3.25 BAY MULL SPECS-....— 20
MULLION & CUP DIMENSIONS...... 21.23
EXAMPLES 19 2................... _..... 2A
LOADING EXAMPLES ..... ............. 25
OF THE FLORIDA BUILDING
'O BE USE WITH PGTI-
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ - m O s;0
4/SEE DETAILS
HORVANT/LL A-D,GA 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING o N
MULL SHEETS 2-4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH PRODUCT REVISED
HORIZONTAL as eamPlying with the Florida
MULL Building Code
LENGTH INSTRUCTIONS: NOA-No. 20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFV FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2026
I--HORIZ MULL LENGTH--) 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY
"�a
MULL ENING WIDTH^i Miami -Dade Product Control
LENGTH ~ 1 1 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULARITRAPEZOIDAL".
OPENING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT2) FROM TABLES 1ATHROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
OPE HEIGHT MULL 3' 6HORS vERT. MULLION CAPACITY (LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS1FM FOR THE OPENING OBTAINED IN
HEIGHT LENGTH Y / MULL STEP 1).
L L L—ENIIIG 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 MET TO ATTAIN THE FULL MULLION CAPACITY. 1I111 I I I 1 I I II
OPENINGWIOIH \\ ..... Nq
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE :\ ��`O•'.CEN
,� OPENINGWIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FORVER71CALMULL CAPACITY IS MET. •,�
SEE CORRESPONDING DETAILS MULTIPLE MULUONS : NO. 58705 1:
FROM FIGURE 1 ABOVE 7) IF THE MULLION CAPACITY CAPACITY f�OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFr FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS _ "D `
CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE %OJ �..Z. 0
a2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
�0,, STA OF
e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LBS/M FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION •.`c<ORIDP, \:
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY (LBS(OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �i SS ' • • • • •• G' \\
eALUMINUM DESIGN MANUAL, ADW2015 PRODUCT ASSEMBLY. / N[�AL
aAISI SICO.16 A. LYNN MI`
GAISC 360.16 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. SR,P.E.
FL P.E.# 58705
alp
DETAIL A: DETAIL B: MULLION
MULLION TO 2X WOOD BUCK MuwON y
MULLION ATTACHED TO 1X eucHSTRIP 7YP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE• sY
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) e�AHM E s SEE SEE TABLES 1013B
SEE NOTE 1• N
I MULLION SHEET I. y Q
I I I '.•k: C04 W
z CD
G I I I SEESHEETS g 1 j.MIN2.7k51.••n: O Q
EITHER THE , o I I I 21-23 FOR HOLE , d : j° I I CONCRETE OR CMU' • `•.• EDGE J I..,
STANDARD OR I LOCATIONS �_I DISTANCE, J
OFFSET MULL EDGE m J SEE SEE TABLES � Il
CLIPMAYBE I d DISTANCE m I. a EDGE DISTANCE 1B-13B O
INSTALLED BY o' d o I II FOR HOOD I I FOR ANCH MASONRY W Q C3o a
THIS METHOD. SCREWS e a 1 m
250"MAX FOR d•• d I I SIDE VIEW Z tD F
.. •4 ALLMUWONS E
O Q
d
° NHER THE ^2 g
• °. ..2 o STANDARD OR Q. = 9e W
./> ° o OFFSET MULL Z
d (f ,'d° .. CLIP MAY BE
d ° ° e;" EXTERIOR a INSTALLED BY
c G• EOG6 - THIS METHOD J bi o 8Q
° d Q DISTANCE 4 .. Q Z r N
n = e FOR °' Z
MASONRY a e'A Z O Z N
o THE OFFSET CLIP IS ANCHORS
RECOMMENDEDFOR Q�oO
° d __ ___ FIN -FRAMED
EXTERIOR _ _-_— — _ _ NDovo BvrMAY
TYP. ANCHOR
PERSUBSTRA
SEE TABLES 1
TYP. ANCHOR TIP. ANCHOR
PER SUBSTRATE. PER SUBSTRATE,
SEE TABLES 1B-16B SEE TABLES 19-130
EDMEND
DISTANCE BUCKSTRIP
SEETABLES AND
1B-13B.• - `' ATTACHMENT
SEfiu�sroTriEas, ';..' t "•�::w•. ::�c _.. I SHEET I. �
NOTE 1, • .
SHEET 7. '
- -, MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS, BASED PARTLY ON THE ANCHOR
TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D,
EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1W S.S.
AGGREGATOR MASONRY ANCHORS.
MATFRIAT PRr1PFRTI9C•-
Material
Min. Fy
Min. F.
Steel Screw
92 ksi
120 ksl
18.8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
DeWaIMco Aggre-GatorW
57 ksi
96 ksi
Elco UitraCcn®
155 ksi
177 ksi
3116" DeWalt UltraCoat®
117 ksi
164 ksi
1/4" DeWalt UkreCon+®
148 ksi
164 ksl
605345 Aluminwn
16 ksl
22 ksi
A36 Steel
36 ksl
1ksi
Gr. 33 Steel Stud
33 ksi
45 ksl
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Bate 05/26/2026
By
Miami -Dade Product Control
`w�Cttt ulvry�"'�i:
_ * No. 58705
�oG' ,1zo:�`
rLiS/0NAL ENG\`
, •
A11111100
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL E:
MULLION TO MULLION 5 1 1
DETAILC: -I .1zsBnN. INTERSECTION NOTES: zO
MULLION DIRECTLY ATTACHED TO (U-CLIP) F
MASONRY STRUCTURE 1) MAY BE INSTALLED IN'TEE" OR "CROSS"
(STANDARD CLIP SHOWN) IES INTERSECTIONS.
VAR
2) MAY BE INSTALLED HORIZONTALLY
BUCKSTRIP I (SHOWN) OR VERTICALLY.
NOTCHED TO � N
PROVIDE I eucKBTRIP
FOR MULL TOP VIEW 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 3 ❑
CLEARANCE I AND FOR CORRESPONDING MUWON. W coz U
I ATTACHMENT z
CLIP. BY OTHERS, - MULLION 9
1 SEE HEET1NOTE 1 VAR
IES I -1 ❑
I I 012 STEEL SCREWS. ❑ Z
1 SELF•DRIWNG OR PRE -DRILL g
1 1 `�` MULLION AND USE SMS W O =
1 --MULLION //`` LD CD 0
j �� MULLION 1=— Z 1D In
I
ITYP. ANCHOR � � ❑
EITHER THE I' ' d ' ' ° •.1 I PER SUBSTRATE. THE OFFSET CLIP IS �•. c �• Tn
LU
STANDARDOR ' ' I ISEETABLFSIB-138 RECOMMENDED FOR / Z Ci z
OFFSET MULL 1 I FlN"FRAMED INTERSECRON ❑
'd 1 1 9 I NANDOWS,BUT MAY .MIX-
THIS�
INSTALLED BY a I I ° 1 I 'jQI ° : I EDGE DISTANCE ALSO BE USED FOR U-CUP f
CUP MAY BE
METHOD. p•° <n. d i i I A a- j FOR ANCHORS�RV OTHER FRAMETVPES. EXTERIOR F Z r N
I.I z z Q N 1D
a .<d .I _° Q O z m m
1 •<d ° SEE SHEETS 21.23 FOR SO O
__ __ „/1 ° j • . a HOLELOCATIONS L o
EXTERIOR :_ ae Q ° . a i_ _-- _ _ _ _ _ - - - - - - FRONT VIEW DlsrEDGE W Q Y Y
EDGE DISTANCE ' ° < — — _— __--_ _ _— _ _SEE TABLES _ __ _ ___ —_ _ _ _ i••• TA
FOR MASONRY d 1B•138— - — --V = _Q _
ANCHORS .d d ••_ z y
':A SIDE VIEW m0
n DETAIL D: TYP. ANCHOR MULLION ATTACHED TO as complying PRODUCT REVISED
TYP, ANCHOR PER SUBSTRATE, STEEL STUD Building Code
with the Florida
PER SUBSTRATE, SEE TABLES 18-13B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03
SEE TABLES 113-13B
STRUCTURE Expiration Date 05/26/2026
BUCKSTRIP
AND TYP. ANCHOR By
ATTACHMENT PER SUBSTRATE, ® MIam.Dade Product Control
BY OTHERS. —� ` SEE TABLES 18-138
'� q• � SEE NOTE 1,
EMBED _ SHEET I. ~ SEE -23 FOR r EDGE 21-23 FOR
.. . , ..., ° , • . ........_DISTANCE HOLE
MIN 2.7 K31 CONCRETE OR CMU SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU 1B-13B \�
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES: ® \`L11i l l ! ITTTTT
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -DISTANCE
�.�`��. • ""'!' • • ��/ ����
FOR STEEL SNDS THINNER THAN SEE TABLES ` _ .. 1.10ENgF'•, ��
Q;
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW 16GAANDCOMPUANTWRHTHEFLBUILDING, 1HY13BCODE, A2X WOOD SACKER MUST USED. N0. 58705
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ATTACHMENT BY OTHERS. L• �.
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 CUP MAY BE USED. NOTES: ,-p .�/� Z�0
6Ti1TElOF Ql/Z
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD O�(C •'•.............'<ORIDP��W
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. ANCHOR VALUES MAY BE USED. �SS� �G
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 2) SEE CORRESPONDING MULLION TABLES, 77T�T�NAL 10"
ELCO ULTRACON, DEWALT ULTRACON+OR DEWALTIELCO 1W S.S. AGGREGATOR MASONRYANCHORS. SHEETS 5-20, FOR QUANTITY OF SCREWS. A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-0•
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES
SIDE VIEW
SHOWN WrrH I'X4'X.125•
MULLION
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
O O O O
TOP VIEW
I
I
TYP. ANCHOR
PER SUBSTRATE, I
SEE TABLES 18-14B p
I C
1 I
I II I
II I
rxrx.lzs•
II I I ANGLE CUP,
I I I I 2 PER MULLION END.
i I I MUST BE INSTALLED
I I i I INSIDE OF MULL
I I CS I
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
_3W OR 45'
BAY MULL
( I�
O , I O
O O
TOP VIEW
I I
I I I
I 1 I 7UB ANCHOR
ER SUBSTRATE.
I I ER SATE,
SEE TABLE5156 OR 168
EXTERIOR
j I j
I I I r%5'ANGLE CLIP,
2 PER MULLION END, MUST BE
I I I INSTALLED INSIDE OF BAY MULL
Ip
L� SIE81- ALUM
INTOIAOOD,STEEL STANDARD CUP TORE EXTERIOR OR MASONRY EXTERIOR
ALUM, CMU OR MASONRY MODIFIED IN -FIELD.
EXTERIOR _ __@- ®____
OEOGEOHOR ��
® I ® INTO WOOD. STEEL,
® ® ALUM, CMU OR MASONRY EDGE RO
DISTANCE
PER
ANCH
DIEDGE
STANCE _�„ _ _� OR
PER ANCHOR O NOTES FOR INSTALLATION OPTION G & H:
G
NOTES FOR INSTALLATION OPTIONS F: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26• X 2.1 T X .125° MULLION. 2) DETAIL G: SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 158 OR 16D FOR ANCHOR QUANTI TES AND SHEET22 FOR HOLE
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS.
PRODUCT REVISED
as comply,"g with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
1m1-Dada Pia daet Control
`-,XAI LI JV/V -1
�.•' LICENSE Mz i
No.58705
0'. tTANE�F_o (V`
�''is 'ONAL tE�.�.
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 1A
Mullion Capacity Table ]bslftr
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,,o_
(DP-) X \MULLION CAP.,�,,,,,,,%
Opening Width (forver icalyspanrirg
muPlors) or -Opening Height (for hori2 vItalysparr ng mullions)
60 in
6o in
70In
.80 in
go in
1001.
120 in
140 in
160 in
1 X2X.125
Rectan9da
Loafing
Trep/Riarig.
Loadng
Rectar Var
Laadrg
Tkaprelmrg.
loadt4q
ReetanWar
Loafing
TreplTdang.
Loafing
Rectalgidar
Londhg
TrWTdeng.
Loafing
17ect aftf
Loafing
Trep/rriong.
Loading
Reclengalar
Loedme
TrapRdang.
Loadn9
R4otangWa
loafing
Trapl0far0.
looft
Recteryrdan
Loading
TWndW&
Loading
RenangWar
loading
Trapr8fart9.
Loafing
Tube
&
dF
R
�€
aa�
g
gg
n
g¢
`d
��
��
�.
d�
��
ks
$
d'
d'
AN
k�
dF
s
f
l
d
9
f
ig.
dF rc
��
��
n
��
a
¢�
�^
-
is
d� a
2
e;z
gMullion
s�
�
a-
,Alum.
=ANCHORCAP.,
USE S FORMULA TO
THE-ANICHORCAP CAPACITY
REQUIRED" CORRESPONDING
TO UI ACTUAL PRESSURE
REQUIREMENT FOR THE
42In
111.9
408
129.5
3U
932
408
1155
325
79.9
403
107.8
321
69.9
408
104.4
319
621
408
104.0
319
55.9
408
104.0
319
45.6
408
104.0
319
39.9
408
104.0
319
3i0
408
104.0
319
48 in
74.9
312
83.8
298
624
312
73.4
252
53.5
312
67.0
248
46.8
312
632
248
41.8
312
813
244
37.5
312
61.0
2M
312
312
81.0
244
2ae
312
61.0
244
23.4
312
61.0
244
OPENING, WHEN IT IS LOWER
50.625In
63.9
281
70.6
234
532
281
61.5
228
45.6
281
55.7
224
39.9
281
521
222
35.5
2ai
60.1
220[192
281
49.3
219
20.6
281
49.3
219
22.8
Z81
49.3
219
20.0
281
49.3
219
THAN THE MULLION CAPACITY
THE TABLE) THE
54 b
52.6
247
57.5
207
419
247
49.8
202
37.6
247
44.8
199
37 9
247
41.5
198
29.2
247
39A
194
247
38.4
193
21.9r247
38.1
193
18.8
247
38.1
193
16R
247
38.1
193
(FROM
, I
SELECTED MUWON. IT WILL
60In
38.4
200
412
170
32.0
2W
35.4
165
27.4
200
31.6
163
24.0
200
28.9
160
21.3
200
Z7.1
169
200
25.9
157
16.0
25.0
1W
YIELD AMINIMUM ANCHOR
6361
33.1
181
35.3
155
27.6
181
30.3
152
23.7
181
28.9
149
20.7
181
24.5
146
18.4
181
22.8
144
181
21.7
143
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
68In
28.8
165
30.6
142
24.0
165
26.1
139
20.6
165
23.1
136
18.0
165
21.0
134
ANCHOR OPTIONS FROM THE
-i.
222
139
23.3
120
I-
U.
19.9
118
1"
139
17.5
lie
ANCHOR CAPACITY TABLE
76b
18.9
125
19.7
109
15.7
125
1a.8
107
78m
17.5
lie
182
104
TABLE 1 B
- --
SWstrete:
27k Concrete
3k Conenlle
3.6k Conc.
Ho1aw CMU
I Fded CMU
Pr Wood
Mehl
Anchor
Capacity
-
A�larrypa:
3116'. Elco
Uft-
1W Ebp_
Utacon
-3/16' l7eWa8-
Ultr4com
-1/4' DeWalt- -
&16' Elco.
-Ultrecon--Ubacon-
--916'_Oeo__
_1/4' Ekro
aB
114• DeWatt
--Ultracom---Ag9eGelor--UVaeon.
1/4•SS Eico
5116' Elco
1/4` SS Eico
_AggreGatnr
010Steei
9wew (OS]Screw
012SIee1
(GS)
412 Sted
Scn:w(G5)
(Ibs)
Edge Distoea Gnk
T
2-117
1'
2-1/2'
P
2.112•
1-
2-12'
3.118'
1'
2-1/Z
P
2-11Z41Z
1`
2.10
2"
W-
1-1/4"
-2'-
Z
-0.4
1318'
-0.54'-
1316"
-0.324_
wiles
Embedment fink
1-W
1314'
13W
1314'
1314'
13W
1-314`
I-W
Z
1-V4'
1-1/4'
1-714`
1.114'
.114'
1-1/4'
1-1w
1-114'
2 Amhara ® 4.75 Min O.C. I Standard
or 01set Cip (R_m 1k
390Its
390lbs
450 M
SWIM
3101bs
630 ms
2201bs
8701bs
16411bs
270 bs
280 bs
MA lbs
740 @s
701bs
WNWIA
32D I s
580 bs
3741bs
6641bs
9461bs
341 the
4421hs
5601he
4 Amhom Q 1.15" Min. O.C. I Standard
(or Olset) Cip (Fig. 2k
480lbs
700 We
NIA
WA
3201bs
1260Ibs
370Ibs
WA
WA
WA
3B0Its
WA
WA
0Its
WA
WA
WA
WA
WA
8821hs
865Ibs
1120Its
4Anah-@ 3` Mm. 0.0.1(2) 2w6 Argo Clips / (Flg. 3k
7801bs
7601nd
SM Ibs
15M r a
620Ibs
12501bs
4401ts
174D Ibs
1896lbs
540 ms
660 bs
WA
760 9s
0 gas
640Ibs
1160lbs
74811.
880 bs
18921bs
6B2lbs
Wits
112D lbs
2Anchors (ffi0. S* Mi. O.O. I lIClp, 1rdo.l2SAIum(Fl94k
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
7151ts
1 Anctmr! F1Zp (Flg Sk
19510s
195Ibs
225fbs
4451bs
155.lbs
315lbs
1101bs
435 IbS
8221te
135 M
140 bs
1771bs
370 bs
5 M
160 Its
2901m
1871be
332Its
473 P.
17D Its
221 Its28016s
2AnchorsM1.15"Min. O.0/ F-C1P I. -
24010s
350 8s
N/A
WA
160Ibs
630109
1851ts
WA
WA
WA
190 bs
WA
WA
7010s
WA
WA
WA
WA
WA
3411ts
4421ba
56010s
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2:
FIGURE 3:
1 0 F
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: jF(IGURE�5: FIGURE6:
• II II •
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By 0:
Miami -Dade Product Contra]
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
_...I
1.00(r
r•.-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
r
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.
2.000"
[I-
11 1111 I 1
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
.125"
` ,`,��0 7yj�
\ ,•• L1GENgF'•. �(�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.126'
1
Q.' '•�
z No.58705
THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.045" THICK (18GAUGE).STRUCTURAL STEEL TOBEAT
LEAST.12&'THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND
1'X2"X.125"MUWON
-
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
/��1
-O '• 6 `/
•:'
A OF
S G
A. MN MILl1�R, P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Ibslitz
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP. ,,.--
(DP_) X ( %
Opening Width (tor verlica*spanring
mt0ons) or Opening Height(ror hor zonta*spanrng mtdlierls)
SD in
601n
701.
801n
so In
1001n
12D In
140 in
160 In
Rectangular
TroplTdarg.
Rectangular
TroprTrlang.
R.Wsular
T.PM n .
Rectangular
Troplydang.
Rectangular
TMWdM&
Reetnngaar
TMp/rdang
Reota U%r
TrWTft g.
Recangular
'TiaprMaan9.
Reclargular
TMplhlang
1 x2X.376
Watling
Loedrg
LoadnB
Loading
Waeing
Load
Loadug
LwdNp
Loading
Loadno
Loadng
LoadOo
Loading
Wading
Laoogi
Leading
Lonnie
Loading
MUWON CAP.,,,,,r o,
Alum. Tube
Mullion
�•
6
R
p
g�
r
2r
x
r
T>
'°
r
�
�&
a
E
$
2r
R
aS�
r
zr
g8
r
3
p
r
n
a
a
..z•
.a
RIFS•E8
2>
4
a
x
a
.r
r
a
,a
2r
--
a
$�
a
z:
>Y�
a
'°
A-
g�
=ANCHORCAP._
5g
'
�g
9
Rg
gay
IS
�Lj
5'
a
5�
�9
6�
S
a5
Ep
sgi
.�
r
§`�
r
,fig
�9
5£
£
S
sG
1
fip
6'_e
-.
s�•
ga
�j
USE THIS FORMULA TO OBTAIN
THE,%1NCHORCAPACITY
��.
d`¢"
dF
g
dF
s
dF
fa
dx
f
�a�
�$
�a�
f
d`
d`
��
a:
�1
111
1
10
0d
��
dam
��
��
g�
�
REQUIRED'CORRESPONDING
TO AN ACTUAL PRESSURE
421n
170.0
620
170.0
435
151.3
662
170.0
478
1247
662
170.0
506
113.5
682
169.5
618
10a9
682
168.9
517
9a8
682
168.9
517
757
662
16a9
517
849
662
168.8
517
W7
882
16B,9
517
40 In
121.6
507
13&0
419
101.4
5D7
119.2
410
869
507
10a7
403
75.0
507
IC26
399
67.6
507
99.6
397
60.8
507
99.0
396
5a7
507
99.0
396
43.4
607
99.0
398
38.0
507
99.0
398
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.6251n
103.7
456
114.6
379
86.4
458
99.9
371
74.1
458
SaS
364
64.8
456
84.6
350
67.6
456
81.3
357
51.8
466
80.0
366
43.2
455
80.0
356
37.0
456
80.0
356
324
456
80.0
356
THAN THE MULLION CAPACITY
541n
85.4
400
93.3
Me
71.2
400
80.8
328
61.0
400
727
322
534
400
67.3
318
47.5
400
64.0
315
427
400
314
35.6
400
61.8
313
30.5
400
61.8
313
26.7
400
61.8
313
(FROM THE TABLE) OF THE
fiO ln'
623
324
6a9
278
61.9
324
57.5
270
4q.5
37A
51.2
264
3d9
324
46.9
M
34.6
324
43.9
257
31.1
324
255
2a0
324
40.5
253
222
324
40.5
253
19.5
324
40.5
253
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
c
631n
Sae
294
67.4
252
448
294
49.2
248
3a4
294
43.6r241
3ae
291
39.e
237
29.9
294
37.1
234
28,9
2D4
232
224
294
33.5
Z30
19.2
294
33.4
230
td8
294
3a4
230
CAPACITY WHICH MAY BE
66 in
468
258
48.6
23D
39.0
258
424
225
33.4
268
37.5
29.2
26B
341
218
26A
268
31.6
215
2a4
268
]35.2
212
19.6
268
28.0
210
16.7
268
27.7
209
14.e
258
Z7.7
209
USED TO QUALIFY ADDITIONAL
2
721n
3a0
225
37.9
196
30.0
225
322
191
25.7
225
28.4
27-5
225
256
185
20.0
226
23.6
182
1a0
225
180
150
225
20.3
1n
12s
22s
19s
rrs
11.3
zzs
19.8
17s
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
76 in
3a6
202
32.0
177
255
202
272
173
21.9
202
23.9
19.2
202
21.5
197
17.0
202
19,7
165
153
202
103
12.8
202
16.7
1511
10.9
2o2
15.9
Ise
9.6
202
1as
Ise
781n
2a3
192
29.6
168
2a8
192
25.1
165
202
192
22-0
17.7
192
19.7
159
157
192
18.1
157
14.2
192
155
11.8
192
15.2
152
10.1
192
144
150
8.9
192
142
150
90 In
166
144
1 19.0
12B
15.4
144
16.1
125
96 In
152
127
75.8
113
Anchor
Capacity
P ill/
Substrate:
27k C-Mle
Si, Cmcn$e
ask Ca c.
-
1/4'Eko
...
Rogow-=
3119-DaYalt
UNacm.
1IT OeWat
1.111- e
51le Eko
Ukraon
-Rled CM
1!4'SS F3m
AggreGata
PTWmd-
A70 Siee
screw (G5)
012 SIeW
Screw (M
-Metal-
#12 sletl
sense (C>b7
AnchaType
3H6•Elco
UItr4Con
1!4•Eko
Unman
316'DeW38
UDlmmF
114'DeWalt
Ultiacm
5116'Eko
Ultmon
an6•Etco
UOMtm
I/#'SSEko
A mGelor
g7
(Ibs)
EMeDistame(In):
1'
24/T
1•
2-112'
1'
2-1PP
1'
2-112'
3-118'
1'
2-W
1'
2-10
P
242'
V
2-112'
2"
3.1/8•
2
0.487
454'
0.324'
Embedna I(Iny
1-3/4"
13r4'
1'
1-T4"
13/4'
t314'
1.31r
I_Nr
2"
1-V4'
14/d'
1-lle
1-Ile
1-114"
14M
1-114'
1-1/4'
1-114'
1-1/4'
2'
11W
I-W
WIEa
2 AmtMG Q475'M10.O.C. IStardam
orOt6d Clip (Fig. 1}
390IDS
99015s
4 Gs
890Ibs
3101bs
63D ms
220 Be
870116
164411:6
2101W
28) Ibs
354 ms
7401bs
2301bS
370 lb.
3201ba
5601DS
374 IM
654 m3
9481bs
341 MS
442IDs
660 His
4Ancho s Q 1.15' Min O.0 / Sterdam
(arONe1) COp (Fig. a
4801bs
7001bs
WA
WA
32D Rus
125D Ba
370 m1
N!A
WA
WA
380 Un
N/A
WA
WA
740 0s
WA
WA
NIA
NIA
WA
68205
885Ibs
1120113
4 Amhois Q 3• Mtn, O.C. / (2)Zr5Argle QI(a 1099. 3r
780 Me
7801bs
6801bs
15M Ibis
6211bs
126D Ibs
4401ts
17401ts
IEW ks
5401W
5W 01s
NIA
7M Ibs
4601US
740 Ors
640Its
116D His
7481Ds
Sao 0s
1892115
682 D)S
8851bs
112011n
2 AmholS Q 0.44' MIA O.C.I U-Olp, irdo .129•Abm. (Fg. 4):
WA
WA
NIA
WA
WA
WA
WA
N/A
NIA
WA
WA
NIA
WA
WA
WA
NIA
WA
NIA
N/A
NIA
WA
WA
7151bs
1 Antler/FLOP tF195):
195 ms
195WS
22SMS
445gs
155M5
315 m9
110 He
4351ta
822�
1351bs
1401bs
1171ts
3700E
1151bs
185 m9
ISOMS
29D Ibs
1371bs
332 Oa
473IOs
17DUA
2210a
290(bs
2AMhomQI.IWMun.0.CJF-apT1j6):j
240 bs
350 ths
NIA
WA
ISO ms
630 Ibs
185 Ba
NIA
NIA
WA
190Im
WA
WA
WA
370 His
WA
WA
IWA
N/A
MIA. I
341 Ibs
I442 ms
5® m5
NOTE: c run 1 nE vrrSEl cur, USE 1 HE SAME ANCHOK PAT (ERN AND ANCHOR VALUES AS THE STANDARD CUP.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05126/2026
By
MiamlDade Product Control
FIGURE 1:
FIGURE 2:
TABLE NOTES:
•
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
-j
1.000"
�-•-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
IIITT��
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
2 0�tl
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
`� ..... /. i
Y1�
L
�'� ,••.....L(GEN,gF'-•l�
ANGLE CUP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
.376'
-T
�'
* : No. 58705
FIGURE 4:
FIGURE 5: FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .0W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
T
1"X 2" X .375" MULLION
�/p•� -
•'•THE SZ0
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
MATERIAL.
••��
O� •.•
#10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 B.S.
ZONAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 3A
50 in 60 in 7rTr*Tdang-Rec—tmW�
o in so In login 120 In 1401. - -- -160 N
1 X Z75 X RectengWa ���g' RectengWer Ttep/Tdang. RectengWm TrdplMang. Rmtengula TreprMan9•Rectanguor TccoUeng. Retanguar Tre"ongLoadingLoading l-dng Lasting tnadng Loading Loafing Loafing Loafing lording Loading Looting Loding Looting Loading landing
375 Alum.Tube �'�'' _Mullion KE� �¢
f.
m
J
7
TAQt C 00
ANCHOR CAPACITY
ADJUSTMENT FORMULA-
(DP )X(ANCHORCAP.,,m1-1i
`MULLION CAP.a,,,,,,,
=ANCHOR CAP.®
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Substrate:
27k Concrete
3k Concrete
3.5k Cont.
tlusow CMU
I Filled CMU
Pr Wood
Metal
Anchor
Capacity
Arctw7ypB.
Wfr Elco
uRnso n
114- Elsa
llltmcon
3l18' De Wall
Uareconr
1/4' NWalt
Wracon.
5118' Son
Ult o.
3l1S Sco
Utrown
1W Eke
Uitrown
DeWa
3l1S lt
Wrote"
1/4' DeWalt
Ultscorw
1/4' SS Elno
AggmGator
5119-Eloo
Ultrecon
1/4' SS Elco
AggreGator
MOSteel
Sorew(G5)
#12 Steel
Screw(G5)
#12 Steel
Scnvr(G5)
(Ib3)
Edge Distance Ml
1'
2-117
1-
Zia,
1'
2.11T
1'
2-1/T
-1-
1'
2-1/z'
1-
2-1/2'
1'
2-112'
1'
2-1/7
2
3-11T
7
GAT
0.51'
E324'
Entedrnent (n):
1-W
I-W4'
13l4'
1-3r4-
14W
I-W
1-3W
14W
2'
1-1/4'
4'
1-1/4-
1-1W
1.1I4-
1-114-
1.1/4-
14W
1-114'
7
1.3rB'
1.315
wades
2 Anctore @ 4.7S MA O.C.I Standard
or Offset Cip (Flg. 1J
390 Its
39)1be
450 ws
890lbe
3101te
630 lds
2201t a
8701Rs
1644lbs
270 nos
s
740 ors
230 ihs
370 Me
320 @s
5601bs
374 W.
664 Los
9461bs
341 U.
4421We
560 fnd
4 Anchors @ 1.15 Min. O.C. I Standard
(or OISet) Clp (Fig. 2}
48016e
700 ors
WA
WA
320Ind
12601be
370 Ile
WA
WA
WA
WA
WA
740 Ng
WA
N/A
WA
WA
WA
682 ne
8851bs
11201bs
4 Anchors @ 3' Mh O.C. / (2) 2r6Angie Cips / (Fig. 3x
78M Ibs
760 Its
680 ors
1560 @e
62o iKs
1 WQ Ibs
4401be
1740 He
IBM lbs
540 ors
MWAWA
760 P.
460 rm
740 ors
640 ors
11601ts
748 ors
880 Ibs
law ors
6821bs
8650a
11� [be
2Arciore@0.4Sh6n.O.C./ULYIp•kdo.l2SAlom Og.4j
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
715 los1
Anxtor/ F:Z Fg).4
1151bs
195 ft
225 ors
445 too
15516e
315 ors
1101bs
q35 Ws
8221bs
135 ors
ft
370 M
115=
185 ma
160lbs
290Im
187 0u
332Ibs
4731bs
1701os
221 IGs
T80 ibs
2Atctors @ 1.15 Min. O.CI F aP (Fig. B):
240Ibs
35D me
NIA
WA
1601hs
B301bs
1851h1
WA
WA
WA
WA
WA
3701bs
WA
N!A
WA
WA
WA
3411b5
4421bs
5601te
- - -- - - - - - — - - - -- --- • --_ ' .'- -....._.... _.._....... _.. � CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2
FIGURE 3:
0-1 F
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 CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55-ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL 09MDAT LEAST SCREW THREADS BEYOND
THE MATERIAL #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Mo. 20-0406.03
Expiration Date 05/26/2026
By
Miami -Dade Product Control
�.�' oNr Lrnrnl •'�.�
`��`�.• GICENS� ���` �:
Na 58705
= J3 -
�O� .. STATE F
S/ONAL ENS"
1�
A. LYNfUIUILLER, P.E.
FL P.E.# 58705
TABLE 4A
5o in
601n
70 in
80In
00In
1001n
120 in
1401n
1601n
1 x 2.76 x
RectanBulm
Tnr"am
Rectangular
Trap/7dmrg.
Rectangular
TrepMog.
Reclangiiar
7hap/Tdang.
Rectangular
lnapligeng.
Recleng/!m
7tepl7den9•
Recfmtgular
heplltlmlg.
Rectangular
TralY7deng.
Reclenglim
Trap/Ttlang.
.650 Alum.
Loafing
Loadm9
loadn9
Loafing
Loadurg
Load-9
Lcadng
Loading
LcadbM
Loadno
Loafing
Laadn9
Leafing
Loading
Loafing
Loafing
lnadtrrg
Loacim
Tube
A.
�
k
z
sUd�`•
s
a
�Uas•
aU`a
3Uas
Mullion
&
gg��
�^�v
C0J
0
U
tl
U
U
�>S
g
A5'
^
Ua•_ae
U=�
Ut�'a_��
Uo`
�
s�v
�
2 a
A
c
d
11
c@rc
3i
2
sue.
d�
c�z
TGRI G Al2
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP—) X I ANCHOR CAP.,,o _,%
MULLION CAP.,,,,,,,,
=ANCHOR CAP.,,,
USE THIS FORMULATO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Substrete:
2.7k C ncrete
3k Concrete
3.5k CDne.
Hoff- CMU
RD d CMU
P7 Wood
Metal
Anchor
Capacity
Anchor Type:
311E 21,
...con
1/4' Elco
Utrancn
3/18• DeWaft
Utracorlr
1/4' DeWalf
Uoacorw
5116' Elco
Utracon
3/16' Elco
Utraeon
1/4' Elco
Whecon
3/16' DeWag
uhocbrK
1W DeWalt
1..,.A99.Gmar
1/4' SS Elco
5/16' Etco
Una=
IW SS Elco
AM,-G.tor
#10 Steel
Screw(G5)
012 5teM
Screw(G5)
012 st.1
Screw(G5)
(H-)
Edge Distence(In):
1'
2-1rZ
1'
2.12
1'
2.1rZ
1°
2.1/Z
3.14r
1•
2-11T
1•
2.1/7
1"
2-VlT
1•
2-1f2
2
3-7W
21
0.48'
0.54'
0.324'
Enmednrerdpnk
13W'
1314'
1-W
1S/4•
1�4'
1�I4•
1.314'
!_W
Z
1.174•
1-1/4'
....
....
1-1/4'
1-1l4'
1-1/4'
1-114'
1-1f4'
1-1/4'
Z
1316'
11v8'
vadea
2 Anchors @ 4.75 Min O.C. / Standard
or OBset Up (Fig. 1):
3901bs
390lbs
450 nx
8901bs
3101bs
630 Ibs
220 Ibs
870 Ibs
16441bs
270Ibs
280 Ibs
354Inc
740Ibs
2301bs
370 0s
320 Its
580 Ibs
374 0s
w4 0s
WB ibs
341 Its
442Ibs
580 lea
4 Anclmrs @ 1.15' P41n. O.C. /Standard
(or OAet) Clip (FIG. Sk
4801bs
700 ins
WA
WA
32D Ibs
125D Ibs
3701bs
WA
WA
WA
380 IDS
WA
WA
N/A
7401b
WA
WA
WA
WA
WA
68211s
8651
1129 ins
4Anchors @ W Min. 0.0. / (2) 20 Angle Oipe! (Fig. 31
7801bs
7801bs
680Ibs
15601bs
620 Ibs
1250Ibs
4401bs
17400.
18961bss
640lb5
580 Ibs
WA
7601bs
460Ibs
740lbs
640 ins
11601be
7481bs
880 Ins
1m wa
6821bs
owI
11201Ds
2 Amh— @ 0.45 Min O.C. / L'Mp, Mto.125- Anna (Rg.4I
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
A
715 ibs
1 Anchor/ FCaP1951bs
195 0s
7251Ga
445 fbs
ISS lbs
9151Ds
110 M.
435 ibs
072 m9
135 Bs
140 Ibs177
PA3T0
Os
115 0s
185 Ws
1601bs
2901hv
187 ®e
332 0 ,
4731bs
1" @s
227 ID.s
2B0Ibs
2Anchom@ 1.15•MIn. O.CJ F-Qip IRi 6):
240Ibe
3501bs
WA
WA
16016s
6301bs
185lbs
WA
WA
WA
1901bs
WA
WA
WA
3701bs
WA
WA
WA
WA
WA
3411be
4421hs
5601Ds
-"..---- ",——11.----°`r`—1..—Jr1—"ter' CIRCLED VALUES ARE USED INTHE EXAMPLE ONSHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
1 0
0 11
F 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE.SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND 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 A35. 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'X2.75°X.650'MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Miami -Dade Product Control
1 �'�...•'LICENSF'•, ��
No.58705
=7'0 41i
All
70NAL
A. CYNP71N111S*, P.E.
FL P.E.# 58705
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RESISTANT ALUMINUM TUBE MULLIONS
m T o y �' _ N 1 3.125 X -5 MULL SPECS
p � miI v . = w ` N S V) Smles: SaU: ORvMO No. Sheet:
; °' m a N/A N/A 6300JR 9 or 25 1070 nrgMLW MW
try. Data: chamd By. Date: Rar. N. MIC& FL JU76
w u J ROSO SKI Da 08/29/11 Revmron: O (941) 46B-16o0
J R�SO KI 06/26-f% ADDED NEW ANCHOR TYPE. RE.W.TIDNtnezea
Mull Length
x
e gDD w
S
S
s s
� $
s s
$
s
o S:
5 3'
g
S
-
x
MWlion Capacity
pb��
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o
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.Vai �
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Anchor Capacity
Required pbs)
'2
�
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ro
�
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m
o
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� �o
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a
ty
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hsllfl2 Capaci!2
�
y
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Anchor Capacity
Required pAg)
� m
ophsM2)�c�
Mullion
a
%
RegWr8 ed
Anchor
TABLE HA
i Opening WId81(for lettica®y-spanning mullions) or Opening Height (for rodzontaiy-spanning mWons) i
1 So in 60 in 7D in I Bob 1 90 in 0 100 in 1 120 h1 1401. 16D in I
1 x4x.126
Loadty
Leafing
Loadng
LoaNg
I Lwdng
Loading
Lwdng
Loafing
Loafing
Lnadng
I Loading I
Loafing
I Loafing I
Loafing
I Lmdn9 I
Loading P
Loading I
Loading
Alum Tube
bg
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ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X (MULLION
CAP.,,m—%
`MULLION CAP:,n—
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Subshete:
2.7k Cowmte
3k Cotsrele
3,5k Cono.
HAW CMU
FOed CMU
Pr Wood
Metd
Anchor
Capacity
Ainghwry(>a.
3NE Elra
Uihacon
7/4'Elco
Utracon
311E OeWatt
Utmcom
1f4'UeWatt
UNacwN
tL1E Elco
Ulracon
311E Ica
Utracon
1!4•FJeo
Ultr4con
311E DeWag
Ultr4corw
1r4'OeWalt
UHr400nr
1!4'96 �c4
/Lggn:GaOw
filtE �co
Utmcon
1/4'3S Elco
Aggre(.'altr
#10 Sleel
Scinew (G`7i
#1231ed
Screw (C,5)
M25ted
Screw (G5)
(Ibs)
Edge Distanceiinz
1'
2.1/7
1'
2-12
1•
2-1r
1•
2-1P2'
3-1W
T
2-t/r
1-
2-11r
r
2-1/2"
r
2-1r_-
21
3-LE
2^
0.4E
0.54•
0.32i'
Embedmenl(nk
I-T4'
I-W4'
1314'
1.314•
14/4'
1-T4'
1-3W
1.T4'
r
1-1/4'
1414'
1-1r4'
1-1W
1-V4'
1414'
1-114'
1-1/4'
1-115
1-1/4'
Y
1�I8'
1�/8'
vadm
2 Archcins 04.75 Min. O.C. / Starda
d ar oral Clip (Fig. 1B2}
390lbs
390 lbs
450 nA
89D lbs
3101bs
630 Ibs
22D Ibs
870 Ibs
1644IW
270lbs
2801ba
3M Ibs
740lbs
230 ba
370lbs
320lbs
5B0 Ibs
374 Ibs
66416s
946lbs
3412.
442lbs
55D ins
4 Anchors 022E MN. O.C.! StarUd(or OMet)(2fp(Fig. 4
700Ito
7001bs
580 Ds
1410Its
E20 Un
12501ts
4201bS
17201bs
95215s
WA
560 its
WA
630 MS
390 ins
740 ins
510Ibs
1060lbs
WA
BWU.S
WA
682bS
885Ibs
11201bs
8 Aahors@1.1E Min.O.C. I Stardenl(ar Offmt) Clip(Fig. 4
950Ibs
14031rs
WA
WA
640lbs
2520lbs
740IM
WA
WA
WA
7Wlbs
WA
WA
WA
1400 Ibs
WA
WA
WA
WA
WA
1363lbs
17701bs
22401bs
4 Anchors @ 3• Min O.C. ! (2) 2r5 Angle (lips / (Rg. By
780 lbs
7801bs
Wo lbs
1560 B,
620 its
125D lbs
4401bs
1740 W
1890 Its
54010s
560 ins
WA
760 Bs
460 Ns
740 lbs
6401bs
1160 on
748Its
8801bs
1892105
68216s
885Ibs
11201b.
6Anchom@3' Min. O.C.!(2)2x5 Aint§e C6ps!(Flg.6j
1170 lbs
1170lbs
1020Ibs
2340lbs
930lbs
1690Ibs
6601hs
2810 me
2B44 lbs
8100s
84016s
WA
'1140ibs
WO@s
1110 lbs
950 lbs
1740 its
11221bS
132016s
283E Ibs
1022 fho
13271bs
16801hs
4 A+Ichors @ 0.4E Min O.C. / U-C9p, Into .125' Alum (Fg. 7):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
1430Ibs
2Aahors @ 22S Mkl. O.CJ F-Cfip (Fg. gj
3501bs
3501bs
Z901Ds
7051bs
31010s
630 lbs
21010s
860 Ds
4760.
WA
28011s
WA
315 M.
195 M.
3701bs
255 On
6301ba
WA
4401bs
WA
341 ins
442Ibs
56D Its
4 Ambom @ 1.1E Min. O.C./ F-ap (Fig. 07
4801Ss
700Ibs
WA
WA
3201Ds
1250Ibs
1 3701bs
I WA
I WA
I WA
380 fin
I WA
I WA
WA
740 Ibs
WA
NIA
WA
WA
WA
682 ins
8851Ds
11� Its
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
• • • • • • • • • •P-1-0
•
FIGURE 5:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE 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 MINIMUM OF.12T THICK STEEL
STUDS TO BEA MINIMUM GRADE 33 AND .045"THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125"THICK
AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL *10 &
#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S.
--j 1.000" �-
4.000"
1'X 4•X.12S(
MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By �!
Miami -Dade Product Control
111111111lf
���.•' L•4GENgF'•
No. 58705
�oF
A. LYNIf NIIP.E.
FL P.E.# 58705
TABLE M
I 60 in I W in 0 70 in 1 80 in H 00 in 1 1001n 1 1201n 1 140 in 1 160 in I
1 x4 x.376
Alum. Tube
"`--'m__
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..v...._,„.
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....-.....,._.
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._._..._.,
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Loedn9
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TARI P 7R
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP,)X(ANCHORCAP.,®,,, X
`MULLION CAP.,,,,,„,
=ANCHOR CAP.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
S191A.1e:
27kO mnde
3k Ooncrete
3Se Conc.
HNlowcmu
Filed CMU
PTWood
Metal
Anchor
Capacity
AnctmtType:
3/16• FJco
UlUaeen
1/4' Elco
utracon
Utm on+
(1lbasw
Illlrecon
o
Ullracm
1!4" Eiw
Ullracon
3/16' DeWalt
Uftr=—
1/4' DeWaa
ultme na
1/Q' SS Elco
AggeGator
Sib' dw
Ultracon
1/4' SS Eko
AggrWator
#f0 Steel
Screw(G5)
#12 St;el
Screw(G5)
#12 Steel
Scrs.r(G5)
Ohs)
Edge Distance (1
i'
2.12'
1'1
2.w,
1'
2-1?
1'
2-12
31/e'
1'
2.1?
1'
2-12'
1'
2-1/2
1"
2•12'
2
3V8
2
0.48'
D.54'
0.ffi4
Emhedmerd(ny
1-314-
1314'
1.3/4°
13n4'
13W
I-W
13l4'
13hr
2'
1-1/4'
1-114'
1.114'
1-1/4'
1-1/4'
1-1/4-
14W
1-1/4'
1-1/4
1-lW
7
1-Ir
I-W
I.H.
2 Anchors Q 4.75' Mtn. O.C. / Standard
m OM CUp (Flg. 1&2I,
390 lbs
3901os
4501bs
8901ts
310lbs
6301os
220 Its
870 Its
16441bs
270 Ins
280Ina
354 Its
740lbs
2301ts
370lbs
32D IbB
680 ibs
37410s
,946 M
341 IDS
442lbs
am a.
4 Amhara ® 226' Min. O.C. / Standard (w Offset) Clip (Fig. 3):
7001bs
700lbs
580Ibs
1410 Ds
620lbs
12601be
42D 0s
17201bs
92Its
WA
560lbs
WA
630lbs
3901ts
740 lbs
510lbs
1060 lbs
WA
WA
_ 682lbs
8t15Its
1120 r s
8 Anchos ® IAV Min. O.C. /StwNard (m Offset) Clip (Fig. 4X
960lbs
14W On
WA
WA
640 ids
252D ft
740 ins
WA
WA
WA
760 Its
WA
NA
NIA
14801b3
WA
WA
WA
EN/A
WA
1363 ins
17701bs
2240Ibs
4 Anchors ® WMln. O.C. / (2) 2N5 Angle Clips / (Fig. 4
7801ds
780Its
680Ite
15W lbs
620lbs
1250 lbs
440
1740lbs
1896lbs
5401bs
560lbs
WA
760Ibe
460 lbs
74D lbs
640 0s
11601bs
740 ibe
low P.
6821be
88.5 M
1120Ind
6 Anchors ® T Min. O.C. ! (2) NS Angle Clips / (Flg. 6):
1170lbs
1170 lbs
10201bs
2340 f
SM lbe
18M Ws
650 Its
25101as
2344lbs
810 lbs
843 ft
WA
1140Its
S90 lba
1110 Os
9W U
1740 ibs
1122lbs
1320lbs�7-A
ass
10 22 Ins
1327Ibe
1680 Me
4 Anohars 0 0AS' Mbr O.C. I U-ClIp• into .l2S Almn. (Fig. n
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1430lbs
2Anchos®22SMinO.CJFCep (Flg. BX
350Ias
3WIbs
29016s
705 ins
3101bs
630Ibs
210 Os
860 Ds
476 Bs
WA
2801bs
WA
3151bs
1951bs
370 ins
24.s@s
530 �:
WA
4401bs
34116s
4421bs
660 Its
4 Anchors 1:15 Min O.CJ F•C0P (Flg• 9}:
480165
70016s
WA
WA
320Ila
i; ibs
3701bB
WA
WA
WA
380 as
WA
WA
WA
74016s
1 WA
I WA
I WA
WA
I WA
I 682IM
885 fin.
11201hs
NVIC:-I.. VITOCn VL ,UJCII1C.-X....K rX 1 n CKN XNUXNIiKVK-=.-IIIC JI .-U IUr.
FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURER: FIGURE#:
• • • • • • • • • 1P.
[P-1-0
FIGURES:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 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 TOASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55. 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 
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 005/22612026
By 0- ,
Miomi-Dade Product Control
� s
No.58705 •��
i�Q�� �F O ' �4i�
A/LYNN MIL1 R P.E.
FL P.E.# 58705
BA
Width
50 in 1 60 in 1 70In 1 80 in 1 90 in 1 100 in 1 120 in 1 140In 1 160In I
3.188" X
Loafing
Loafing
Loafing
Loafing
Loadn9
Loafing
WadnB
loafing
Laadn9
Loading
Loading
LOadug
Loadlg
Loading
lnadhtg
Loading
Lmd'mg
Loadrg
286" Aluma
Tube Mull
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ale
d`¢
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d`rc
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c
J
g
TARI F RR
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP.) X \ ANCHOR CAP., _-%
MULLION CAP. --
-ANCHOR CAP.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Substrate
27k Lbrcrete
ak Concrete
3.5k 0=*
10Uom CMU
FIUed CMU
PTWoad
Metol
Anchor
Capacity
AncMrTypa:
311E FIG.
11Umew
114-S..
IAtracon
3f1E DeWeil
I1111eeom
1/4'OeWaO
ILM—on,
5f1E FJco
Ulhecon
311E Elco
utmcon
1/4'Elco
Ult...n
311E DeWall
ul.. •
714'OeWalt
Uttraconl
1f4 S9 OCo
AggroGator
tg1E FJGo
Uhawn
1/4'SS Elw
AggreGator
#10 Steel
Scnw(G5)
#12SIeel
Sc"(G5)
#125tee1
Sc (G5)
(mS)
Edge Distanoo lnj
P
2.17
T
2-17
1'
2-71P
1'
2.17
3-1/E
1'
2.1/T
1'
1 2-11T
1'
2.1/2•
1'
Y
311E
2'
0.4E
054'
0.324'
Embednentpg
I-Wr
14W
1314-
1-3hr
I-W
1314'
1-31T
1-W
7
1-114'
1-1/4'
1-1/4'
1-1f4'
14W
1414'
1-1/4'
1-w
1-iw
7
131r
13rr
Vedas
2 Anoh-04.7EMin. O.C./ Stardord
or Offset COP(Fig. 1k
390lbs
390 Ibs
46016s
890 ge
310lbs
630 Ibs
220lbs
870 Ibs
16441te
270 Be
280 Ibs
354 Ns
740Ibs
230 We
3701bs
32011e
374 IbS
664 PoS
946165
341 Ibs
442 He
6W Ib3
4 AMh= @ 1.1E Mir[ O.C.1 Standd
(or OM) CUP pag. 27
480165
7001bS
WA
WA
32016s
12M It s
3701bs
WA
WA
WA
3801hs
WA
WA
WA
740 IbS
WA
WA
WA
WA
W na
W5lbs
1120 ihs
4 Ahors Q r Min. O.C.1(2) 215Ange COO 1(Fig. 3):
7801bs
760 Ns
6801bs
16M 0e
620 He
12601bs
4401bs
1740 ft
16961W
540 Qe
5601b5
WA
760Ile
4801b1
740165
6401bs
12-1/Z'
748 0e
M�
1822lbs
682Ibs
985 He
1120 ins
4Anchors @ 0.4r Mtn. O.C.1 U41NR Itdo.12E Alum. (Fig. 4).
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
14301bs1AnchorfF-Cip(Fig.5):
1951bs
195 @a
225 0e
4451bs
1551W
3151ba
1101ha
43516a
8221bs
135 ge
140 Ibs
1771he
3701bs
1151bs
18516s
1601bs
1871h1
332 �s
4731bs
1701bs2A.ho.Qo
1.1EMinO.CJF-Gip(Fig.q.
240Ibs
3501bs
WA
WA
16016s
6300.
18516s
WA
WA
WA
190 ins
WA
WA
WA
3701bs
WA
WA
WA
WA
39] Ihs
4421bs
580 ins
.r r:. I—.n '.w Inp 0iarvlcA .nVK r'n r r CKK M". AP nuK VKUC'f Ir1C JIKrvU uur.
FIGURE 1: FIGURE 2'
FIGURE 3:
FIGURE 4: FIGURE 5:
M
ANGLE
CUP MUST
• •
BE USED
IN PAIRS.
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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5AND BEAMINIMUM OF.12V THICK STEEL STUDS TO BRA MINIMUM GRADE 33AND
.045" THICK (16 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 B.S. OR 410 S.S.
®lip
r
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Mi5
mi-0ade Product Control
I1111i I1f if
Z. No. 58705
'ZORID NG\?�
/ 1VAL
A LYNq WA", P.E.
FL P.E.# 58705
TABLE 9A
Mullion Capacity Table Obs/N7)
ANCHOR CAPACITY
1.25%325
x.100
Opening Width (forverficalty-spanning
mugtors) orOponing Height(for
horaentaumpaming md6ons)
ADJUSTMENT FORMULA:
ANCHOR CAP.,,e,,,m,
(DP ) X
MUWON CAP.,,v,,.,
50 In
80 In
701n
601n
90 in 1
1001.
120 In
140In
16D In
Reclen9ular
Lmdrg
7tL-dan0.
Lmd�
Reefangulnr
LmdeB
TraoPI.adang .
0.&.tt
Rectangular
Loa4kp
-L. dag prn
lmdrg
Rectangular
Laedng
TrL-Z;g
lnedcq
Recnnguler
Loadry
TnLiplrien
ca ftg.
Lmdn9
Rmtel9uler
leading
7raprfdan0.
Loarmg
Rectangular
Lmdln9
TrL-knng.
Lna6ng
Re4tanrg
Loatling
TrLn db gg
I4adM9
Rectangular
Ending
Tmp7dang.
l.cadm9
Alum. Tube
Mullion
_
)^
_
r
g.
r
G
&B•
•^
q
_E
a
a
3
a
s
3
G
g•
�.BB
r
9
'
3
��
d8
s
_
a
r
5
B•
9
_
=ANCHORCAP._
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
DING
REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
620
170.0
435
170.0
744
170.0
470
170.0
868
170.0
506
1140
992
170.0
519
170.0
1116
170.0
521
153.31
1118
170.0
521
127.7
Ilia I
1740
521
109.5
1118
1170.0
621
9&8
1118
170.0
521
48b
170.0
708
170.0
524
170.0
850
170.0
584
167.6
978
170.11
610
I4&7
978
170.0
667
130.4
978
170.0
677
117.3
978
170.0
660
97.8
978
170.0
680
83.8
978
170.0
680
73.3
978
170.0
680
REQUIREMENT FOR THE
50.625 In
170.0
747
170.0
563
17a0
896
17a0
631
15D.7
927
170.0
684
131.9
927
166.5
708
117.2
927
159.1
699
106.5
927
156.3
696
07.9
927
15&3
695
-15A
ON
156.3
695
65.9
MT
156.3
695
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
64 in
170.0
787
170.0
812
154.5
e89
170.0
691
132.5
869
153.9
693
i7&9
869
141.8
669
103.0
869
134.0
660
927
869
129.8
au77.3
869
12fl8
852
68.2
8�
126.8
852
57.9
869
72fl8
ssz
(FROM THE TABLE) OF THE
60 in
143.2
748
163.6
634
119.4
746
-1323
620
102.3
746
117.8
608
89.5
746
107.8
599
78.6
748
101.0
592
71.6
746
98.6
587
59.7
748
93.3
583
512
740
03.3
683
!8
44.8
748
93.3
Sea
SELECTED MULLION. IT WILL
$
63in
123.7
6T7
1320
579
f031
677
113.2
566
88.4
6TT
f00.4
555
TT.3
67T
91.4
946
68.7
671
9&2
539
81.9
877
81.0
534
$1.6
877
77.0
528
412
877
7&7
3&7
677
7d7
US
YIELDAMINIMUMANCHOR
MAY
68 n
707.8
617
114.1
530
68.7
817
97.6
519
76.9
817
66.3
509
673
817
78.3
500
59.8
817
728
494
53.8
817
68.7
489
44.8
617
64A
483
3&4
817
63,7
482
338
677
83.7
482
CAPACITY WHICH BE
USED TO QUALIFY ADDITIONAL
721n
82.9
618
07.1
450
69.1
518
742
440
59.2
518
1 65.2
1 432
1 61.8
518
68.8
1 425
46.7
518
54.2
419
41A
518
50.7
414
1 34.5
619
4&6
408
29.6
518
45.0
1 405
25.9
510
45.0
405
ANCHOR OPTIONS FROM THE
is
78in
70.5
465
73.7
406
58.7
465
62.6
398
10.3
465
64.8
390
44.1
465
49.4
384
39.2
465
45.3
378
352
465
42.2
374
29.4
465
3&3
367
25.2
465
36.5
364
220
485
3&2
383
ANCHOR CAPACITY TABLE.
78 in
65.2
441
60.0
387
54.3
447
1 67.7
379
4rm
441
50.6
372
40.6
441
45.4
30
282
441
47.8
380
32.8
441
38.T
358
27.2
461
3d9
349
73.3
d41
331
348
20A
461
327
345
901n
42A
332
43.8
295
35.4
332
37.0
289
303
332
32.3
2a4
265
332
28.8
280
23.6
332
26.1
276
21.2
332
24.1
272
1T.7
332
21.3
258
152
332
19.8
ZB2
13.3
932
76.7
260
96n
35.0
291
3&9
260
29.1
291
W3
256
25.0
291
28.4
252
21.9
291
23.5
240
19A
211
21.3
244
17.5
291
19.5
2a1
74.8
291
17.1
T46
125
291
15.6
232
1081,
24.g
211
25./
208
20.5
230
21.1
2.
11.5
230
18.3
20/
15.4
230
162
leg
III[.
22.6
218
23.1
1.
18.9
2.18
19.4
194
162
218
18.8
191
14.1
218
14.9
188
-120ir-
,7.9_
107
182
170
14.9
187
15.3
167
TARI F 4R
Substrate:
2.7k CamWe
3k Carcme
35k C...
M11- CMU
Filed CMU
PT Wood
Metal
Anchor
Ce aeity
P
Mchoriype:
3116'tico
Ultracan
1/4"tico
Ullraeon
3/16"DeWdt
Uirxc
114•DeWall
LQUsenw
SrlB'tic0
oo
Utran
31WEL-o
Ut.=
1f4'Elco
Utracon
3116'DeWdl
Ua0leeN
1!4"DaWdl
Unracom
114'3S FJco
AggleGalor
5f16'tico
Ulfracon
U4'SS Elea
AggeGanr
U70 Sled
Scnm(G5)
012 Sted
ew
Sc(GS)
012 Sled
Senm(G5)
Qbe)
Edge DlstarcegnX
1•
2-12'
P
2-1/2
r
2.12'
1•
247
31/S•
r
2-12•
1•
21R•
r
2-1/2
r
2-1w
r
3-1/0•
2
0.48'
o.5a•
0.324•
EmbedmentgnL
1314•
I -TV
1.314"
I V4"
7-3f4'
1-3w
13I4'
1314"
r
1-1f4'
1-1W
I.1W
1.1/4•
1-1W
1-1/4•
1.114"
14W
1-1W
1414"
r
1. V
1,W
Cedes
2 Amlrn LID 4.7s Mn. O.C. / StandaN
or=wt Clip (Fig. 1):
390 Ibs
39016s
4501bs
89016s
310Its
630Ibe
2201hs
870 Ibs
16441bs
270 Ibs
280 Ibs
354lbs
7401hs
230IDs
37D lea
3M Its
5W Its
374Its
WA ibs
946 Ibs
341 Ibs
4421ts
560 P.
4Anchm@1.16Min O.C./Standard(or
offset) Clip(Fig. 2):
480111s
7001be
WA
WA
320He
12610 Its
3701bs
WA
WA
WA
380Ibs
WA
WA
WA
T40 Pos
WA
WA
N/A
WA
NIA
6821ts
88510
1120lbs
4 Anchors®3" Min O.G!(2) 215 Arse Cops/ft. 3)
7601ts
7801bs
680 the
1560 tbs
62D Ile;
1250Its
440165
174D Ibs
1896lbs
540 Ibs
56D Ibs
WA
760Its
460Ibs
740Its
640 B1s
11601bs
T481ts
880Ibs
I=lbs
68216s
W5Os
11201bs
3 Anchm ® 0.5C Mtn O.C. 11101p, Imo .100• Al- (Fig. 4}
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
M Ms
1 Anctor/F-Chp(Rq. 5):
195Ibs
195Ibs
2251bs
445 me
1551bs
315Ib3
110Inn
435Ibs
822@s
13510s
1401bs
1771ts
Smite,
175Ibs
1a5 ms
160 Ibs
290 nn
107Ibs
332IW
4731Ds
1701bs
221 Ibs
2801hs
2 Amrcr9q1t1.15•Min. O.C,/F-Clip(Rg. 6Y.1
2401ts
350IW
WA
WA
IN I.
..I.
I.los
WA
WA
WA
190 He
WA
WA
WA
370 I65
WA
WA
WA
WA
WA
341 Ibs
44216s
1i6016s
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
ANGLE
CLIP MUST
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS.
BE USED
IN PAIRS.
4) SUBSTRATES: CONCRETE.SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL
FIGURE 4: FIGURE 5:
•
FIGURE 6:
•
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF.100"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
•
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
1 250"
3.250"
.100"
125' X 325" X .100"
MULLION FOR
FIELD -MULLED UNITS
r1.250-1
3.25O"
.100"
125" X 32S' X.100'
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as complying with the Florida
Building Code
.GA-Ne. 20-0406.03
Expiration Date 05/26/2026
By.
Miami -Dade Product Control
�11111 I1!//�i
LYNN��.,��
No.58705
IS10NAL rc��•�•
A. LYAk Ma!I I-R, P.E.
FL P.E.# 58705
Table
50 In I601n 1 70In I80 in 90 in 100 in 120 in 140 in 160 in
126X3.26 Rectangular naprWang. Rectangular TmpT&.g- Redangular T,.prrdang. Rectmigular Trapn1dang. Rect aplar Tnp/Tdang. Rectangular TmpRdang. Rectargu1. T.PdTdan0- Rectangular Tiaprrrang. Rectangular Trwroarg.
x.624 Load g Laading lnadug Loading Laadbg Loading Lowing Lowing Laadmg Lowing Laadmg Loading laado9 Loading Loading Lvadmg Laadm9 Loadir9
Rluln.Tube .< _ i• F L• .€ A• _' ;i -
Mullion
A� its T-i
a m@ n m@ A �@ m€ a� e2 g �@
ur> o a"� is ue o` ri u u aia io oe o ` u9 u ue o ra rio u ci9 0
BN
g,e e g ••,'e_ 'e a� sPU L. a� e� •s: s- t a� sa din 1 �a a _ �� g �� E m �P =€ r g t _ , a �� =Q a =: _ ��
TARI F inn
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP„o)X (ANCHOR CAP.,,m,_j
MULLION CAP.,,o—
=ANCHOR CAP
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Substrate:
Wk Cammle
3k Concrete
3.5k Conc.
HOIIaw CMU
FIUed CMU
PT Wood
Metal
Anchor
Capacity
AnctmrTYpe
3li6' Elco
lglmcon
1f4' Elco
Nbacan
3NE DeWatt
106acon.
1/4' DeWall
Niraeom
511G Elco
lAOacon
3116' Elw
Uttmcw
1!4' Elca
Uitmeon
3/1G DeWPit
lAUaconF
i W DeWatt
UllrecoM
1W 33 Elw
Aggn•Cemr
lY76' dw
Ullrecon
114' SS Eleo
AggreOamr
#IO Steel
3otew (08)
i112 Steel
Screw(GS)
A125tee1
Scfex (G5)
(Ibs)
Edge Ustame on),
1'
2.11P•
1'
2-14Z
1•
2-12'
1'
2-1/T
34fir
1'
2-lrI
i'
2-17
1•
2-1/2'
1•
2.1W
7
3.1f8'
-1
0.48'
0.5C
0.324'
Embedment (iny
1.3f4'
1-314'
I-W
1.3J4'
14W
13W
13/4•
1314'
2'
1-114•
1-119•
1-t/4•
1.1l4'
1-114'
1-1/4'
1-1/4'
i-1f4'
1.1/4•
1-1/4•
2'
1-318'
1310•
vales
2Anctaas (a 4.7S Mtn. O.C. I Standard
or Met CUP (Fi9. 1),
390 lbs
390lbs
450lbs
B90 ins
31011s
630lbs
220 Its
870Its
16441bs
270 ins
28016s
3541Ds
T4011s
23016s
3701be
320 Oa
580IIs
374 Oa
6641ts
94a ins
3411bs
442 0a
560 Os
4 Anchors (Q t.t6' Min. O.C. ! Standard
(or 011se[) CUP IFIg- 2X
48016s
70016s
WA
WA
320Its
12601bs
370 Ihs
WA
WA
WA
380 ins
WA
WA
WA
740 Ibs
WA
WA
WA
WA
WA
682 iba
BBS Iha
11201ba
4 Anchors @ 3' Min O.C. I (2) 2a5 Angle Cops I ft. 31
780 lb.
78016s
680 @a
15601bs
620 ins
12W ins
440 Ibs
17401ts
18961W
540 P.
560 Ibs
WA
760 ins
460 Os
740 ins
640 ft
11601bs
748 ins
WO lbs
law ins
6821b1
885 ft
112016s
3Arcbom@0.54•MN.O.C./U-C11p,Imo.10WAtum0:44p
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
950 ins
1 Arcicr/F-Mp(Fig-6i
19516s
195Its
2251ba
4451ts
155lbs
31516s
110a.
435Ihs
822
135 ins
1401bs
1771bs
3TO lba
115lbs
195 Its
160lbs
290 Os
1B716s
332 ft
473 ft
1701ba
2212.
28f1lOc
2 Anhors@ 1.1S Mia O.C./F-ap(Fig.%
240 ins
350Its
WA
WA
160Its
630Its
185Its
WA
WA
WA
790 ins
WA
WA
WA
3701bs
WA
WA
N!A
WA
WA
3411bs
442 @s
56016e
- i C: rwm i nc vrroc i-,-rnC OR1nC-1 nvn- i cruv wvu Anumum vAuCo A inC o1F uIV(u Gur.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20.0406.03
Expiration DataOS126/2026
By i/3.
Mlaml-Dade Product Control
FIGURE 1: FIGURE 2 TABLE NOTES:
t25O" 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 1 L 1111111
FIGURE 3: 3 MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE �`� �� • • • • N!7
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.3.250" `� �,••• LICENSE �(��
CLIP MUST SHOWN ON SHEETS 21-23• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. '•• ))
BE USED _ No. 58705
• • • • IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND * _
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALLFIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4" .624" ,,2-U6063-T5ANDBEAMINIMUM OF.100"THICK. STEEL STUDS TOBEAMINIMUMGRADE33AND ��;K1, ATE F ;'•��`
• .045"THICK (18 GAUGE. STRUCTURALSTEEL TO BE AT LEAST.125" THICKANDA36. ALL -i0 ' "ZORIDA•.•ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW '
# 0 & # 2 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.R41 S SS BEYOND THE MATERIAL 12MUWON FOR " 12MUWON FOR 4' ��'!S`�S,�0NAL �0,0\
• FIELD -MULLED UNITS FACTORY -MULLED UNITS A. LYIf I�1(IVA)P.�tK, P.E.
FL P.E.# 58705
Mullion Capacity Table
80 in 60 in 701n BO in 1 90 In 1 100 W 120 in 140 m 160 in
125 %394 Rea dar Trep/7iiang. Redargular _P/rdan9. RactangWer Trap/F&m RestanguW TrapRdang. Rectangular Trap/Rm Red qw. Ttap'rdang. Rectangular Trapffnang. Recaanguar TupTdan9 Rectan9Ner Trepr7deng.
%.624 Loading Loadng I,oadmg Loading loading Loading Laaditg Loadng Loadng Inading Loadm9 Loadiry Loaduy Loatling Loadtg Lading Loading Loading
41mn. Tube s _ _ _ _ _� =.. a �..
Mullion qg = �� S� a .m a N g� :2 R. XA. 2 X@ oa M 4€ a $S
is a u 4ia 1i n oa ci oa o 09 0 oa o' cia o0 0 oa o va o oa ri
€Q
�
E€ r �� gQ <5 gQ r _ e€ `� = L.g a5 =a o sa 3 Fa
TART P 11 R
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP ) X / ANCHOR CAP. a„",�
MULLION CAP..,a—
=ANCHOR CAP.,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Anchor
Capacity
SMSME
27k COMIcte
3fc Caxrde
3.5K Cm.
How CMU
FM CMU
PTWood
Mefal
ARIIorType
at6'EIC0
Ulirecm
t/4'Elcc
Uttrdcm
a1B DNNaR
URtamr
t/4'OeWall
Ullydcm.
5116'Ek0
URrdcon
3ltG Ek0
URrdm
7/4'Elco
URrsm
311G Dt3NaR
UWamr
v4'OeWat
URrdmr
t/a'SS EkO
AggeGala
5/16'Ek0
Ullracon
v4'SS Eko
AggreGlWr
R10Sled
SOew (G5)
S72 St�1
Saar ((; r)
r1123ted
Scree (G5)
Qbs)
EdMONta%e pn)
1'
2-vr
1'
2-vr
1'
21/r
1•
2-1r2
341w
1'
2-1/2
1'
t'
2-1?
1•
2-1?
2•
3-1/8'
r
0AIr
0.54'
0.32b•
Emb:dmat (In):
1-Y4'
14y4'
13/4'
13t4'
1314•
7314'
1a14'
1314'
Y
t-1/d'
1-t/d'
t-i!4•
1N4•
1-1/4'
1414'
1-1I6'
t-1/4'
2'
1.W8'
I-W
tGtks
2 A.Mm ® 4.77 Na QC / Sfa d=
Q Oftet Cop (Fig. tj
3901bs
390 We
45D Ws
Bg01ts
310 Ws
6301bs
2201bs
SM lbs
1644 Ws
270 Ws
290 WS
354 ins
2M Its
320Its
550IDS
374lbs
664 WS
946 Ws
341 Its
442 Re
SW HIS
4 AnCitbt5 @ 1.15• Min O.C./ StMdmd
(or WWI Cip (Fig. 2)
4801ts
7001ts
WA
NIA
320 Ws
12601ts
370 Ibs
WA
N/A
WA
380 Ws
N/A
N/A
N/A
N/A
NIA
NIA
WA
M Re
Bf Ws
11211bS
4Arstots@3•MIn.QC/(2)2t5Angle C9ps/(Rg.3)
78D IbS
780 its
680 Ibs
ISM Ibs
6MLos
125010s
4401bS
1740 Ws
1896 Its
540 Ws
560 Its
N/A
r7VM
4W IbS
q
W01W
1160 WS
748[Is
B80 Ws
1892W5
632 gs
885Ws
112016s
4 Anthers @ G.Se MW. O.C, / UCOp. Wo .lm' Alum. (Fig. 4j
WA
WA
WA
NIA
NIA
NIA
WA
WA
NIA
WA
NIA
N/A
NIA
NIA
NIA
NIA
NIA
WA
WA
NIA
1297165
t Anchor! FCFp (Fig. 5p
195 Ws
1951ts
225 W5
445 Ws
155 Ws
315 Ws
110WS
435 Ws
822 WS
135 Ws
140 Its
177 Ws
115IIs
ISO W5
290 Ws
1871be
332Ws
473IbS
170 5s2AMMi
Qa1.15'MhO.C!FCrp(Rg.6}:
240WS
350 its
WA
N/A
16SM
Ws
185Ibs
WA
N/A
WA
190 Ibs
NIA
N/A
NIA
N!A
NIA
NIA
WA
341 Ihs
442 W5
5601bs
NUIM VUK Imt Utro=i IiUM, Wt I MtbAMt ANUI1UKF'A I I tZMANUANlit1UK VALUtJ AA" I Kt b tANUAKU ULIF.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 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 090. 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
.045" THICK (1 B 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 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25'X 3.94" X .624'
MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Io. 20-0406.03
Expiration Date 05/26/2026
By
Miami -Dade Product Control
`,%` 0 Y LYNIv
........... 2l/
�iCENS� •. C��1 i
* No.56705
••.'40RIDi`.." \?�
lop
A. LYNIf IuIILLLER. P.E.
FL P.E.# 58705
TABLE '12A
Mullion Capacity Table (Ibs#it)
Opening Width (forverlicaly-spanng
mdgons) or Opening Height (forhorlmnt Ot-sparring mullions)
SON
601n
701n
80 in
90 in
100 e1
120'ai
140 in
Min
2x4x.25
Reel9ngtder
L_%Ig
Tmplitlag.
iandn9
Rochngular
Loafing
TmpRdarlg.
Lcadng
Rectangular
Loafing
R pndang.
Loafing
Rer:tangdar
Loafing
7FapfMang.
Loafing
Rectangular
Looming
Raprrd.9.
Loafing
Rectanguar
Loafing
Tmprfdang.
Losdng
Rnctargwar
Loadrg
TrapfWatg•
Loafing
Redangular
Loadng
Tmpffdang.
Laldng
Rectangular
L•adng
Tmp/fdang.
toadn9
Alum. Tube
Mullion
L'
°
L•
��
��
A
_�
L
3•
�•
L
tg
2.•
s�
A'
XX•g
D
s�
2•
r
y'
s�
r&
z
��
a�
>,�
a
�g
2
8�
>ys�
a
s
s�
#
$
a
sty
a�
m
D
a
tf�
D
a�
b�
L•
Fd
a
s�
L•
a
D
a
s�
a
_�
2:
m
3^
aa
tg
=�
2•
2•
b•
421n
170.0
620
170.0
435
170.0
744
17D.0
478
170.0
863
170A
SO6
170.0
992
17D.0
S19
170.0
1116
170.0
521
170.0
1240
170.0
521
17D.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1983
1T0.0
521
48In
170.0
708
170.0
524
170.0
850
170.0
SU
170.0
992
170.0
630
170.0
1133
17D.0
661
170.0
1275
170.0
6T7
170.0
1417
170.0
680
170.0
1700
110.0
680
170.0
1983
170.0
680
170.0
2267
170.0
680
60.625In
170.0
747
170.0
583
170.0
896
170.0
631
170.0
IM
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
1M0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
170.0
756
170.0
2391
170.0
756
641n
170.0
797
170.0
812
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
V0.0
1434
170.0
837
170.0
1594
170.0
666
170.0
1913
170.0
861
170.0
2231
170.0
861
170.0
25H
170.0
MI
60In
170.0
8A5
170.0
701
170.0
1083
i7D.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
IOB3
170.0
2479
170.0
1063
160.8
2see
170.0
1083
831n
170.0
WO
170.0
745
170.0
1116
170.0
650
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1078
170.0
1659
170.0
1122
170.0
2231
170.0
11e9
166.7
2553
170.0
1171
145.9
2553
170.0
1171
rJ-
651n
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1304
170.0
1002
170.0
1558
170.0
1056
170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
23W
170.0
1275
151.9
2437
170.0
1286
1329
2437
170.0
1286
c72
in
170.0
1083
170.0
878
170.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
13/5
170.0
2125
170.0
1397
1456
2184
170.0
1488
124.8
2184
170.0
1529
1092
2184
Woo
1530
7OU
MR
1122
170.0
937
170.0
1346
170.0
1080
170.0
15MW
170.0
1209
1.70.0
1794
IM.0
1322
165.1
196D
170.0
1421
148.6
1960
170.0
1505
123.8
196D
161.6
1548
106.1
1960
154.0
1535
929
19W
1627
1531
78in
170.0
1151
170.0
997
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1842
170.0
1369
152.7
1861
170.0
1474
137.4
1651
163.1
1500
1148
1B61
147.3
1473
982
1881
139.6
1459
85.9
1861
137.6
1454
90In
170.0
1328
170.0
1144
149.1
1398
156.0
1219
127.8
1398
136.0
1198
111.8
1398
121.3
1179
99.4
1398
110.2
1162
89.5
1398
101.6
1147
74.5
1398
89.8
1122
63.9
13M
827
1105
65.9
1398
76.9
1095
95in
141.4
1229
151.5
1DW
122.9
1229
127.8
1079
105.3
1229
111.2
1061
92
1229
98.9
1044
81.9
1229
89.6
1020
73.7
1229
824
1016
61.4
1229
722
993
52.7
1229
65.9
917
46.1
1229
62.1
967
IN In
103.E
971
105.8
877
86.3
971
89.0
862
74.0
971
772
84D
64.7
971
68.4
037
67.5
971
61.8
US
51.6
971
56.5
015
43.1
971
49.0
796
37.0
971
44.0
782
32.4
971
40.8
771
Ill In
95.4
819
87.3
832
78.5
818
819
B79
68.1
919
70.9
906
59.
919
829
784
53.0
919
56.7
784
47.7
919
51.8
774
39.7
919
44.8
758
31.1
919
40.2
742
29,8
919
37.1
732
705-
-53.9-
-788-
-55.8-
-695-
-472
788-
L9-
-
- --
6LL
-37.7
786
40.5
--668-
7L5-
-786 -
-34.9-
-653-
-27.0-
-708-
-3L0
-641-
-236-
-786
-28.4-
-631
144 in
43.7
546
44.2
504
38.4
546
37.0
498
311
548
31.9
491
27.3
60
282
485
24.3
546
25.3
479
21.8
1 546
I 229
1 474
16.2
546
19.5
464
15.6
548
17.2
455
13.7
548
1S.5
MB
TART F 19R
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X (ANCHOR CAP.__%
`MULLION CAP._
=ANCHOR CAP.,,,
USE THIS FORMULATOOBTAIN
THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUAUFYADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Substrale:
27k COrclete
3K Cmcrde
3.6k C=.
Hog=CMu
Ned atU
PTWood
Metal
Anchor
Capacity
ArehorTypc
9116•Eko
Ullman1111M.
1/4'Men
3'16°DeWaR
u0m on.
114•DeWatt
UDacm.
5/76'Eko
UDacon
S'16'Eko
URracon
I 114'Eko
URram
3n6'DeWaR
uIbman.
L4'DeWan
URlatm.
Vd•SS Eko
AggreGalm
5/16"Eleo
URracon
U4•SS Eko
AgreGator
giggled
SCW(G5)
912 Steel
SCW(G5)
01251ee
Sonnr(W)
(Ibs)
Edge DM-eMi
1•
2-112-
V
2-'UT
18
t•
2-7?
31B•
1'
2-712
1"
2-1fT
1•
2-11T
1'
2-72'
T
8-7/8•
2
0.48'
Od4'
0.326•
Embedment Qnx
1514•
l-T1r
1314•
1.3id'
td/4'
13/4-
7314'
2•
14W
1.114•
1-4/4'
1-114•
1-11A•
1-1/4'
1-1/4'
14le
1.1/4•
1-114-
2•
fala
I-w
wtm
2A11CIDIS Q475- Min. O.C. I Stand=
ar055et Cip(Fig. 182Y
39010s
390 Me
450 tbs
69D Its
310lbs
220 bs
870 Ds
1646Ibs
2701Ds
280Ite
354 Ibs
740 Ibs
2MIna
370Is
320105
580lbs
3741bs
664 Os
9461bs
341 RS
4421os
5M IbS
4AMhos02.68'MhO.C./ Standard (orOflset)C9p(Fig. 31
740 lbs
740 Its
6301bs
1485lbs
6201bs
4301b5
1730Ibs
14241rs
WA
560 R5
WA
6B5Ds
425IbS
74D Ibs
5751�
11101bs
WA
am Ds
WA
682 gs
8851bs
11201bs
6Arkha94$1.71'MIn O.O/Stanmrd (or03sep COp (fig.4):
88510s
09g
75809
194610s
705 Ds
61810s
41bS215
755E Ds
NIA
WA
705105
WA
799 ms
506I05
H10 D5
6191bs
14791bs
N/A
NIA
WA
7022105
1927105
I680105
4 Anchors ® 3' Min. OC. ! (2) 2t5 Angie Caps! (fig. 6x
7a0 ms
7g
600 Ds
ISM D5
b'2010s
440 Ds
7T40lbs
18961bs
OO D
WD ms
NIA
760IM
460108
740 DS
640Ibs
11601bs
7481b6
680 D5
1892 Ds
6820.
B851b9
11a71OS
6Aretns ® 3• MD. C.0 / (2) 2.5 AnIJe CIPS I (fig. SY
I IM Ibs
117011,5
1020Its
234D 015
9301bs
SM Ds
2610 =
2a44 Ds
81
540 ft
WA
1140 Ds
6901ts
1110 Ds
SWIM
1740 IM
11221W
13M Ib5
2838 Ds
1022105
1327 D5
16801ts
3 Anchas(al.W Mtn. O.C./ U-CIIp, Into.125• Alum. (fig. 71
N/A
WA
NIA
WA
WA
WA
WA
HIA
WA
WA
NIA
WA
NIA
WA
N/A
NIA
WA
NIA
WA
WA
N/A
0731
6AnChas Q Q6d' MIn.O.C. / U•Cli), Irt10.125' ARm1. (Rg. B)
NIA
WA
NIA
tUA
NIA
WA
WA
NIA
WA
WA
WA
WA
NIA
WA
N/A
NIA
WA
NIA
WA
WA
WA
27 109
2Arthes ®2.68' Mht O.CJ FC9p (Rg. 92
97016s
3T0 Ds
375 DS
7431bs
31010s
215 OS
865 Ds
712 Ds
WA
280 f06
N/A
348165
2131D5
370 DS
CBI W
f561bs
WA
4d0 Ors
tUA
341 ks
4421b5
560 D5
3 Anthms @ 1.71' Min. O.CI FLUP 10p
4431bs
525 ms
9791bs
g73 D5
35310s
94 Ibs
1 304 W
1 12791b5
I NIA
I WA
353 Bs
NA
1 399I05
1 25310s
6551b9
1 30010s
739 M
NIA
NfA
WA
511 Its
fi6d 05
9401b5
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
• • • • • • • • • •
FIGURE 5: FIGURE 6:
• • • • • • • • • •
FIGURE 7: FIGURE 8: FIGURER FIGURE 10: ANGLE CUP
.• • • • (FIGURESS
MUSTSTBE 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .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 comptying with the Florida
Bunding Code
NOA-No. 20.0406.03
Expiration Date 05/26/2026
By
Miami-0ade Product Control
litllt 111!/
Y... NN?ji
..• LiCENSLc •, ����
7C No.58705
(V400
61
A. LYN�I IIII�LLER, P.E.
FL R.E.# 58705
TABLE13A
501n
601n
70 in
80In
Win
100 in
1201n
140 in
160In
Rectangular
TrepTdag.
RectaMuiar
TraplTdaig.
Rectangular
Trep7Tdang.
RaUan9Wm
TreplTdeng.
Rectanguar
TrapRdarg.
RodangWar
7Fapf7dang,
(Rectangular
heplTdang•
Rectangular
TmpRdarg.
Rectmrgdar
Trap7Tdeng.
2XSx.26
Uraft
Loading
Loading
LWdn9
Loafing
I.oedilg
Loading
Losing
Loading
Loafing
Loadrnj
Loading
Loaft
Loafing
Loading
Lowing
Loading
Loading
Alum. Tube
Mullion¢a.c,
.z•
a
a'
TIQ-.
a
i
tej
_
tK
` �
o�
�a
f
le
$t¢
�
0a�
tfc
TAMI C -0
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X 1 ANCHOR CAP.,,,,,„ %
(MULLION CAP.,,,,,"
=ANCHOR CAP.,.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Subshate:
27k C-Mt.
3k Cm nrte
3.5k Con,
Rogow CMU
I Filled CMU
PT Wood
Mehl
Anchor
Capacity
ArichorTY�Una
Oco
114' dm
Udmcm
3/16' DeWait
uftw nt
1/4' DeWalt
Ultan*n.
S76' Elm
Ultra-
3116' Eko
va-M
1/4' Fho
Utracon
3'18' OeWell
Ultra-
1/4' DaWelt
LM=onr
1/4' SS Pico
AggreGador
5M6' Elco
Ultmon
1!4' SS Elco
AgXeGater
/NO Sbxl
Screw(G5)
012 Sled
Screw(G5)
812 Sleet
S...(GS)
(01s)
Edge Distance 0n}2-VT
1'
2-10
T
2-1/P
1'
2-1/7
3118'
1'
2-VY
1'
b12'
1'
21?
1'
2-11T
Y
3-11W
7
0.48'
0.5V
0.32P
Embedment f.):
13r4'
1-3W
1.314-
1314-
1-31r
13r4-
14tl4'
2-
1.114'
1-IW
1-114'
1-114-
1-1/4'
1-IW
14W
1.1/4'
1-1/4'
1.W
2'
1-310'
1-3'8•
vad.
2 Amhors @ 4,75' Km. O.G / Standard
or Olset Cflp (Fig, 194
K15.6O
39D Oa
450 WS
890 Ihs
3101bs
6301bs
220 Its
870 Its
1644 Its
270Its
280 He
3541bs
740lbs
2301te
3701be
3M Ws
580 M9
374Ibs
664 Os
846Ike
3411bs
442It.
560 Ibs
4Anchors M 4.W Min. O.C.1 Standard (or Ogeet) C5p (Flg. 4
780lbs
900Ite
1780 Re
620Ibs
126016s
440 Ibs
17401Rs
3232Ibs
6401bs
5601bs
708It s
1480I4s
46DIW
740 Its
6401bs
11601bs
748 gs
12721bs
1892 Ibs
68216s
8851be
1120Ibs
8 Anchors Q 1.71' Min. O.C.1 Standard (or Met) CIIp (Fig. 4}
1400It s
1010 fos
2595 Ibs
940Ibs
2520 Ibs
810 as
3410Iba
WA
WA
94D Its
WA
1065 %s
6751te
14801bs
825Ibs
1970 Its
WA
WA
WA
1353Ibs
177016s
2Z40Its
4 Anchors @ T MIA. O.C. / R) 2s5An& Cgps / (Fig. 5j
7801bs
680 Os
IWO 8s
6201bs
1260 bs
4401ha
174016s
18W lbs
5401bs
5601bs
WA
760lbs
460lbs
7401ba
640 @s
1160 P.
748 U.
SM Its
1892 Ihs
6821bs
885Ibs
1120 Iho
e A."M Q 3' Mir. O.C.1(2) WAngle Ups / ffig. 6X
156 .
1.1.
31..
12101.
2520 IW
8801.
34801.
3T 1.
1...
11. ms
WA
1.01.
020Ibs
1480.
I= Ibs
2320 Its
1496 lbs
1760lbs
37841bs
1363It s
1770Its
2Z401W
12 Anctlols @ 1.5' Min. O.C. / (2) 2l5Angle Clips / (FI -
I- Iho
2100Ibs
14401hs
3780 Ibs
12801W
3780 U
1211016s
5100Iba
WA
WA
1320 fos
WA
1500 8s
g60Its
57201bS
1140Ibs
28801Fs
WA
WA
NW
20461be
26541bs
33601hs
4 Archos 01.34' kiln. O.C. / UJM . irdc .125 Alum (Fig. 8);
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N7A
WA
WA
1430 He
SArwh.MCD0.64'MIA.O.C./U-Mp,IntD.125 Aiun.lF19. 9}
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
2861 It.
2 Anch.. @ 4.6r Mn. O.CJ F-Qp (Fig. 10):
3901be
39011s
45016s
89011,
310 ibs
6'.W M5
2201bs
870 UX
161814s
Z7016s
2801bs
3541bs
740 Ws
23016s
370 @s
320 Ind
680 Its
374 Pot
Q61hs
W nn
341 Its
442 gs
5W Its
4 Anchors @ 1.71- Min O.CJ F-CGp (Fg. 11):
590 Its
- Is
5051bt
1.I.
47016t
1280 -I
405 gs
1 17051bs
I WA
I WA
1 470 gs
I WA
5331hs
338Ibs
740 Ibs
413 ft
1 985 Ibs
I WA
WA
WA
6821bs
885 Us
11201bs
my I c: rvK i mm ur-1 U,, r, UJc I I'1c AAAnc AI1Ur1UK rho i I cKN ANU ANUKUK VHLUcS A3 i n1 31 ANUAKU L;U r.
TABLE NOTES: .25O"
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURES: FIGURE 9: FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.00( "
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLON AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 6.000"
• • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURES: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125"
MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO
PAIRS.
• • • • • • • • USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. 2• X 6' X.25' MUWON
N
o=
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Miami -Dade Product Control
Y LYN - r''�
�pN 1V "
•. ' • LICENSE' :/(�
_ No. 58705
�'•.• TE OF (V
10NAL 'a:0:
A. LY�Ad 1MIB0E)3, P.E.
FL P.E.# 68705
TABLE 14A
Mullion Capacity Table slur
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
I ANCHOR CAP.,,"_
(OP-) X \MULLION CAP.--]126"
Opening Width (forvei87ally-spanning
mmliolls) or Opening Height (forhorimntady-spanning munions)
50In
so in
70 in
00 in
901n
10D in
12D In
1401n
160 in
x 2.11"
Reclantular
Long
TraplTrlmg.
Loading
Rectangular
Laamng
Traplfdang
Lcading
Rectangular
tdlrg
oa
Trapirdare,
Lire
Rectangular
Loading
Trap"wil
Lcarlin9
Rectangular
Loadlrg
TraprRtang.
L-dim
Rectangular
Loaning
Toplfnang.
Loading
Rectangular
(onling
Tlap/fnar%
Loadng
Rectan9ulai
Loaning
T-pffrlarrg
Loaning
RectaguIn
Loa dug
M-l"terg.
( -sire
x.126"Alum
Tube Mull
$
9 g
z:�_.�
s..
&�
S
Z.
ri
§$
2:�
a
ci ^
aT
a
ri
`$
W�
ni
t
a
<i _
si
.
a
b gi
d
`�
'�.-.s'r"...
B�.
ii
s
B
t
d _
�
6�..
li v
O
3
a P
i5
�
a
13 ^
g a
'G.-.
�€
sA.
i3 v
�a�
$
3
mac.
�^
s
d�
3 g
s=.
'gy S,�,
t3 o
g
1`.
ZY
s g
s=.
ate.,
S
g
d`a
�3
�
s"�d�
8 `
�.
v
ti
s g
Q-.s
ci
ri
_�
�.-.
t4
3•
ii
g g
�'s.-.
ti
`�
8
g'�
23 v
=ANCHOR CAP.,®
THE ANCHOUSETHIS RMCAPACITYTOBTAIN
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
421n
144.2
52S
167.0
428
120.2
528
1469
419
1030
528
138.9
414
Sol
Sib
134.6
411
80.1
528
134.1
411
72-1
B28
134.1
411
bat
526
134.1
411
51.5
526
134.1
411
45.1
WS
134.1
411
43 In
98.6
403
108.0
333
8a5
403
84.7
3M
69.0
403
66.4
320
6a4
4M
81.4
317
63.7
403
79.1
315
4a3
403
78.6
314
40.3
403
78.6
314
34.6
403
7S8
314
302
403
78,6
314
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625In
S2.3
362
91.0
301
6a6
362
79,3
294
6a8
362
71.9
289
61.5
362
67.2
286
45.7
362
64.5
284
41.2
352
Ball
2a3
34.3
362
635
2a3
29.4r2l
Gl6
283
25.7
382
63.5
283
THAN THE MULLION CAPACITY
64 In
67.8
316
74.1
297
5a5
318
64.2
261
4a5
318
57.7
256
42-4
318
535
253
37.7
31B
50.0
25Dr21.4
316
49.5
249
2a3
31B
49.1
248
24.2
49.1
248
21.2.
318
49.1.
248
(FROM THE TABLE) OFTHE
e
601n
49.5
258
53.1
2f9
41.2
258
45.7
214
35.3
258
40.7
210
30.9
-
258
372
207
27.5
250
3.99
204
256
334
203
Me
258
32.2
201
1-1.7
322
201
16.5
258
322
2D7
SELECTED MUWON.ITWILL
YIELD A MINIMUM ANCHOR
3
C
631n
42.7
234
45.6
200
356
234
39.1
796
30.5
234
34.7
192
26.7
234
31.6
189
23.7
234
29.4
ISS
234
2a0
184
17.8
234
26.6
183
15.3
26.5
183
13.4
234
25.5
183
CAPACITY WHICH MAY BE
S
66In
37.2
213
39.4
1B3
37.0
213
337
179
2fi5
213
29.8
178
23.2
213
Z70
1T3
20.6
273
25.t
170
213
23.7
169
156
273
222
787
73.3
220
168
11.6
213
220
76fi
USED TO QUALIFY ADDITIONAL
OPTIONS THE
72 In28.6
179
WA
155
..9
179
258
152
20.4
179
225
749
17.9
179
20.3
147
15.9
179
18.7
145
ANCHOR FROM
ANCHOR CAPACITY TABLE.
761n
24.3
161
ZA
1.
20.3
161
21.6
137
17.4
161
19.0
135
152
161
17.0
133
7a In
225
152
23.5
133
IRS
152
1 19.9
131
16A
152
17.5
128
TARI C 1AQ
Stdstrate:
27k Canerete
3k Concrete
1 3.5k Cane.
I FMterr CMU
I Fined CMU
I PT Wood
Metal
Anchor- -
Capacity
- -
-Arciwtlype:
3115 Elco- _
g�mn
_ RV El. _
NOacco
-311u, Dcw it --
Uerecan.
- --174' DeWSt -
�Rraeon�-
5118"-Eko
W
- -3/16' Eko-
-- _7/4°_Eko- _ _
_ wjs DeWall _
1/4" DeWalt _
- Ultgic .
1/4' SS Eleo
A slm
5/16• Elw
UBnacon
114• SS Eko
-AOOreGator
610 Steel
Sorew (GS)
R12 Steel
Semw (GS)
012 Steel
Semv(G5)-
(Ibs)
Edge Distance (in):
1•
2-12'
1"
2-1IY
1• 2-tIT
7• 2-112•
3-7f8'
1' 3•il2'
t•
2•if2•
t' 2-112'
1•
2-72•
Y
&iB'
2'
0.48°
0.54'
0324�
FJn6edment [m).
13l4•
1314'
13lP
i-3/4'
1714' t3/4•
13l4' 13I4'
2'
1-7/4' 1.7/4-
7-114'
1-i/b•
t-i/4• 1-1/4•
1-tl4'
1-1/4'
1-1/4'
1.1l4'
2'
1318'
13/8"
r4rles
4Ancbom@Y?Sn.O.G/(2)H(5AngleCps/(Fig.1):
7811@s
I 7801bs
6B016s
1580 fEs
6200s 1%OIDs
440lbs 17401bs
18951bs
I 5401M !kUM
WA
1 7601bs
46010s 1 7401bs
1 6401Es
1 1160 lbs
7481b5
589IM
I IB921bs
1 6521bs
Bg5111s
1t201as
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWNARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF .125"
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 #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 Date 005/2612026
By l
Miami -Dade Product Control
\ttt111111//r
OCENse
..: No.58705
T'•, TE F (V
ZONAL
A. LYA11IR, P.E.
FL P.E.# 58705
TABLE 15A
Mullion Capacity Table bsiR2)
Opening Width (for ked(call/spannillg mtilions) or Opening Height (for horimrda*spetnirg m0ons)
50 in 60 In 70In 60 In 901. 100 in 120)n 140 In Im 1.
Rectangular Mnprldarg. ReeWMdar TlepRdar4 Rectangular ileamov Reatwww Trap/Tdang. Rectangular T1aNrdang• Rectangular Trepliden9• RecrengWar Tr+aJrdane. RectalgNar TrepRdarg. RecmnWlar Treplllleng.
3.2V 30 Ling Ladm Loadng Lna nq Lnadng Load o Laadrg Loafing LOedrg Lwdrg Load m Loadme Lobdng Lnadng Lmdng Lowing Loadng L-ft
DEG. AL a a rTem
a a SAYMULL o; pA m m m W ram m v�� a a� v � a� o $$ „ a� g a� � � g � as a� a� a �� �$ ci oS 1i�ao�_ s ��� ga_�� ��w �� �� �� g� �$
TALI G 9912
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X ( ANCHOR
`MULLION CAP.,;o,,,,,
=ANCHOR CAP.®
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPAOTY TABLE.
Substrate:
2.7k Conomte
3k C—ete
35k Cont.
Hollow CMU
Filled CMU
PT Woad
Mete)
Anchor
Capacity
Arc1-TrPF
3/78' FJco
Litmcon
trc Eke
1lnrecon
3/78' Oewen
Ulba nr
tra' Dewan
UOrewn4
5/16' Elco
upmann
3/18' Oao
U10acon
14' Ehro
Ut-nn
3I16' DeWalI
Utteearn
174" OeWal1
UlnaronF
1/4' S5 Dao
A99raWar
5116' Fho
Utmcan
1/4' SS Elco
AggmGetor
010 steel
Sor J.)
012 steel
Setew (G5)
C12 steel
Screw (G5)
(Ills)
Edge Mtarce ft
1'
2-1rI
Y
2-11T
1'
2-1f2•
1'
2.1R•
3-1/8•
P
2-w-
1•
1 2-1/2
P
2.1/7
1'
2-t/T
7
3-116'
2'
a48'
0.54•
0.324
Embedment Oni
1.3/4-
1-3r4-
I-Nr
144'
1L314-
1-314'
7-314'
1�/4'
F
1.114"
1.1/4'
1-1/4'
1-114-
1-1/4'
1-114'
1-1L1
1-114'
1-111
1-111
2'
1-3/8'
1-W
modes
2Anchom @ 5' Min. O.C. / (2)
2s5 Angle Cnps / (Fig. 1$
39 I lbs
3� U.
4501bs
8901bs
31016s
we Its
2201bs
6701ts
1700 ms
2701bs
28(1 Oa
334 ms
740I1s
230
37010s
3201bs
580 ps
374 Ws
72D Ihs
9481bs
341 Its
4420s
56D 0s
4 Ancfnam 3.S Min. O.C. / (212r;6 Angle Gips / (Fig. 2}:
ie01h1
780ItR
79016s
1670It s
620 m5
1260Ibs
4401b9
1740 fhs
2525 0s
5401bo
5W Its
NIA
11201bs
46D Ms
7401b0
6401bs
11601bs
74816s
880lbs
18921bs
6821bS
885 ibs
1120Ibs
6 Anctmts Q 2.71' rAn. O.C. / (2) 215 Angle Ups I (Mg. 3j
1120 gs
11201bs
9581bs
22481bs
9300.
18901hs
8481hs
25981bs
P Iba
WA
8401bs
WA
105916s
646 f�
1110 r.
0791W
1678 @s
-A
132D ms
WA
1072 Ors
1327lbs
1600 V.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HCLLOWANO 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 (18GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125" THICK ANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8: 02 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
30" BAY
MULLION
0
rn
m
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 2M406.03
Expiration Date 05/26/2026
By
Mlami-Dade Product Control
�11111111 //1
f7 i
ANY LYNN
rc.= 'tom
. No.58705
TAO�F Z-
70NAL
A. LYtit3�ll
FL P.E.# 58705
TABLE16A
Mullion Capacity Table IbsfR
ANCHOR T FOR CAPACITY
ADJUSTMENT FORMULA:
(DF )X \MULUQNCAP.,m„�,�
Opening Width (fonrertically-spanning
mullions or Opening Height forharim arlri intillion9
OP B 9 ( rr�IMsP re )
50 in
601.
70 in
60 in
90 in
login
120 in
1401.
Mein
326" 46
Rectangular
Loadolg
TmpRdalg.
Loading
Rmbmgdar
Loading
TrWTdang.
Loading
Rectangular.
Loading
Trapirmara.
Loading
Rectangular
Loading
TrepllHen9•
Laadllg
Rectangular
loading
Tr*fdan9•
Loading
Redangalar
Loading
TmplTdalg.
Loading
Rectangular
Loading
TrWTflang.
loading
Rectingilar
Loading
Tiaodarg.
Loading
Rectangular
Ioadog7
TrWTdmg.
toadup
DEG.AL
BAY MULL
x
b
'
�•
"�
ci a
�
a
_�-'5�
r
" H
9
m
a
_�
,;u•
m
13 a
fi�
(S
_�
_
ci
3
d`rcm
.�
a
ti
=`�
a�
i..
as
ci
5�
d`�a'
ci _
-
R�
ci
ci
"R
�o
x
1�
t� a
£I
d`�
r
a
io _
0e
�o
x
W ar
az
ci
ia.
d`a�
x
c4 _
�o
to
d`rc
r
.a
€a:
s'�
x
tg
�¢
i-
B
�a:
��
cl
5�
�rc
r
>s
$
ci
€s
��
x
b w
a
ci "
L.3
�a�
x
v
>L
ci
s�
x
ro m
asaa
ci 4
'�
x
o
�`�+
:�o
r
ri
r�
r
•c
to
€Ez �
x
ci �•
��.
x
u"
��
�s m
ri a
�a'$�
x
a
io
3 m.
��
io a
t�
x
1s
co
��
c3 a
to
=ANCHOR CAP.®
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED'CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
820
170.01
435
170.0
744
170.0
478
170.0
866
170.0
See
170.0
992
170.0
519
17MO
1116
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
160.3
1871
170.0
5N
48 In
170.0
708
170.0
524
170.0
8S0
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
601
17MO
1275
170.0
677
170.0
1417
170.0
680
163.7
1637
170.0
680
146.3
1637
170.3
880
1228
1837
170.0
680
OPENING, WHEN IT IS LOWER
50.025 In
170.0
747
170.0
563
170.0
8%
170.0
631
170.0
1046
170.0
SM
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
147.1
1552
170.0
758
125.1
t552
170.0
766
110.4
15M
170.0
758
T►+�N THE MULLION CAPACITY
THE TABLE) OF THE
54 in
170.0
797
170.0
612
170.0
ow
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
1552
1455
170.0
856
129.3
1455
170.0
891
110.8
1455
170.0
861
97.0
1455
tree
861
(FROM
SELECTED MULLION. IT WILL
60 in
170.0
855
UILO
701
170.0
1083
170.0
797
170.0
1240
170.0
878
167.1
1309
170.0
044
139.7
1309
170.0
988
125.7
1309
163.5
994
104.8
1309
157A
082
89.8
1309
167.1
982
78.0
1309
157.1
882
YIELD A MINIMUM ANCHOR
63 in
170.0
930
170.0
745
170.0
1116
170.0
860
162.9
1247
170.0
940
142.5
1247
164.5
083
12&7
1247
1526
WS
114.b
1Z47
144.3
952
95.0
1247
1362
936
81.4
1247
135.7
935
7L3
1247
135.7
935
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
BB in
170.0
974
170.0
789
170.0
1180
170.0
903
1494
1180
163.7
965
128.9
1190
147.9
845
115.4
1180
138.5
928
f03.9
1180
128.4
914
86.8
1190
110.5
888
742
1180
118.1
893
84.9
1190
118.1
883
ANCHOR OPTIONS FROM THE
0
72N
fats
1010
169.8
an
134.7
f0f0
144.8
ass
715.4
1010
127.2
842
101.0
1010
114.7
828
89.8
1010
foss
817
80.8
10f0
98s
807
87.3
1010
90.8
78s
57.7
1010
87.8
790
s03
1010
87.7
789
ANCHOR CAPACITY TABLE.
J
76 in
137.4
900
143.6
792
114.5
906
122.0
775
98.1
908
107.1
761
85.9
See[45.8
749
76.3
906
882.
738
68.7
905
82.3
729
57.3
906
74.7
71S
49.1
906
71.2
710
429
908
70.8
708
78 in
IVA
801
132.5
754
105.9
W
112.5
738
90.8
881
98.6
725
79.4
681
713
70.6
861
81.0
703
63.6
861
75A
694
53.0
881
68.1
601
45A
861
64.5
675
39.7
861
63.7
On
90 in
V-7
648
85A
574
68.9
646
721
664
59.1
846
62.9
654
51.7
646
545
46.0
645
50.9
637
41.4
646
47.0
530
34.5
646
41.5
519
29.5
648
38.2
511
25.9
548
36.5
W7
06In
682
568
70.1
608
56.8
566
59.1
499
48.7
586
51.4
491
42.6
568
483
37.9
568
41.4
479
34.1
56B
38.1
470
28,t
668
33.4
459
24.3
568
30.5
4S2
21.3
NO
28.7
447
47.9
449
48.9
405
39.9
M9
41.2
399
342
449
35,7
3B3
29.9
449
387
26.6
449
A.8
382
23.9
449
26.1
377
20.0
449
22.7
388
17.1
449
20.4
361
15.0
449
10.9
356
44.1
425
45.0
385
30.8
425
37.0
379
31.9
425
32.8
373
-2L6-
-425-
l67-
-245--4
-26.2-
-362-
_22L
_425_
Z4 U
111
'18.4
425
20.7
350
15.8
42618.8
31334.936435.533129.136429.8
-- - - - - - -
328
24.9
364
25.8
321
21.8
384
317
19.4
384
20.5
313
17.5
364
18.7
309
--
-
-
-- -
144 N
202
253
20.4
233
16.8
253
17.1
230
TOR[ F 1RR
Substrate:
27k Concrete
3k Concrele
3.5k Cone.
HNb. CMU
Hw CMU
PT Wood
Mdal
Anchor
Capaolly
' �ry�•
3116" Elc,
LAOecon
V4' Eko
UM4con
3116' DeWaO
UIUacoor
1l4' DeWag
Ulm-
5/16' III.
Ultracon
3115 Eko
Ultracan
1w Elco
Uitracon
3115 DeVVW
Lfln ono
IMP DeWelt
t0traeery
114' SS Eko
AggreGator
5/1W Elco
Ultrawn
1/4' SS Eko
A
#10 Sled
Scra.1(G5)
012 Sled
Scren((3)
912 &eel
Sc (GS)
(Ibs)
Edge 4staco(nk
T
2-12
P
24M
1'
2-112'
1'
2-1?
3V8•
1'
2-V2
T
2-12'
T
2-12'
t'
2.12'
2'
8-VS
2
0.48'
0.80'
0324'
Embedment(nk
1-W
I -Tr
I-W
1-3W
1-3W
I-T4'
1.314"
1314-
Y
1-1l4'
1-114'
1-114'
1 141r
1-1/4'
1-114'
!-V4'
1-1/4'
]-0!4'
1-V4'
T
1315
t-3B'
lades
2Amhom@S MIn. 0,C.1(2)
295'Angle Caps/(Fig. 1k
390lbs
3901ts
4501ba-1
890 Us
310 On
830Ibs
27D Ibs
870Ibs
17001ha
2701bs
2801Ds
3541bs
7401hc
901bs
3708s
3201hs
SBOIbs
3741bs
7201bs
018 ins
341 Ih.5
44211s
5601bs
4 Anchors ®3.S MIn O.C.! (2) 2t5 Angle Cols / (F'Ig.2k
7801bs
760Ibs
79016s
I IBM 1Rs
6810s
12601hs
4401bs
]7401os
25251bs
540 Ms
5601bs
NIA
117D Ibs
4601bs
740 ins
640Ih1
116D Ibs
748I1m
B80Ibs
18921bs
8B21bs
885Ibs
11201bs
6 Archom (8 271' Min. O.C.1(2) 26 Angle Clips I (Fig. 3k
1120 Ibs
1120 On
958Ihs
122460is
MO l s
1-90 Its
848 ros
2598 Pos
2254 iba
WA
840Iba
WA
10591bs
84B Ibs
11101bs
879 Ibe
1678 ins
WA
13201As
WA
10721bs
73271hs
t680 0s
FIGURE 1:
FIGURE 2:
FIGURE 3:
• 0 • • • •
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO 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 6083-TS AND BE A MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 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 Code
NOANo. 20-0406.03
Expiration Date 05/26/2026
By
Miami -Dade Product Control
_ ,11t111117�
LYNN
` `` •' a�.�� i .• 1.10ENSE'•.
No. 58705
-ATE10 .cum
F ..4-
/0NAL�� ����.�`�
A. LYN W111111N, P.E.
FL P.E.# 58705
--1 1.000" r--
125"
2000"
JL Lk 125°
f
1"X 2' X .125' MULLION
6063•T6 ALUM.
XSECT10N
STANDARD CUP
2.0
i
.375"
�3125" CUT HERETO
-� CREATE E TO SEE
MIN.
I MIN.
MIN.
_
DETAIL F, SHEET4
r-------�
r--------i
I
I
I
A
L_ _____J
L__-____JI
STANDARD CLIP
6063-T6 ALUM.
CENTER OFANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER * 1/16".
.375"
MIN.
r____--_--__.t.___
1
I
I
I
I I
I I
--y .375"
MIN.
I
I
B
f •-.125°
I
2.125"
U-CUP
I 6063-T6 ALUM.
XSECTION
125"�
--I .749' F-
'i 1
.33�8"LMIN.
A I U-CLIP
6083-TSALUM.
TOPVIEW
Z
NTER OF ANCHOR
LE MUST LIE
ITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116".
TABLE_ R
1" X 2.75" X .650" MULLION
6063-TO ALUM.
XSECTION
�•I F-.125'
2X5 ANGLE CLIP
6063-TS ALUM.
2 XSECTION
125"
f- 5.000"
I .375" MIN.
---------------------
- -------------------' 2X5 ANGLE CUP `
6053-TB ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
DASHED BOUNDARY. SEE SHEETS &18 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116'.
Mull Dimension (sheath
PGT Part#
Mullion
Std. Clip
Onset CIIp
U-Cllp
Angie Cllp
1" X2" X.125" (5)
666D5
666113M
666111BM
666243M
666511M
V X2" X.375" (6)
666006
666114M
6661119M
666244M
666512M
1" X275" X.375" (7)
66607
6WI15M
6661120M
666245M
666513M
V X2.719'X.650"(8)
66608
666116M
6661121M
666246M
666614M
1" X3.125" X.500" (9)
66637M
6661116M
6661114M
666242M
666515M
1.25' X3.188" X.26T (12)
66641
6661117M
6661113M
666241M
666516M
1.2E' X2.11" X.M' (18)
69370
N/A
NIA
NIA
666517M
OFFSETCUP NOTES:
6063-TS ALUM.
TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value (in)
For Mullion:
1.625
1" X2' X.125'
Aluminum
Tube Mullion
2.654
0.895
EA
0.740
1.125
X.376'Aluminum
Tube Mullion
_ _2404
0-635-
D
0.490
A
1.875
1" X 275"X
•375 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
A
1 1.312
1° X2.75' X
.650"
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2000
l" X 3.125' X
.500' Alum
Tuba Mull
B
2.637
C
0.863
D
1.137
A
2-625
1.25" X 3.188"
X.265" Alum
Tube Mull
B
3.262
C
0.862
D
1.762
A
1.813
1.26" X2.11' .
.121" Alum
Tube Mull
PRODUCT REVISED
as camptyIng with the Florida
Building Code
NOA,No. 20-0406.03
Expiration Date f�05/26/2026
By £ice.
Miami -Dade Product Control
()Ny LTIVnr, f'',.:
No.58705
Q 9-0OF
A. LYNN MILLER, P.E.
FL P.E.# 58705
12T X 3.25' X .10(" 1.25' X 325' X .624'
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
XSECTION X-SECTION
2.661"
Q-L
:125"125"
5045- BAY MUWOI
30' BAY MUW6063-T6 ALUM6063-T6 ALUXSECTION
XSECTIOj
.228'
1"X4"X.3M f
T-MULUON
6063-T6 ALUM.
XSECTION
1.250"
3.W
Ailo,
.624
-1 .820" l--
1.25" X 3.94' X .624"
MULUON
6005-T5 ALUM.
XSECTION
--r---I� �
.226"J i-.90Y-1
II
CUP
2.000" .125" 6063-T6 AOLUM. 2.125"L6a63-T6ALUM.
UP �Y
XSECTION U-CUP
6083-TB ALUM. .125" N
.125" X-SECTION
j_coy
125"� A
5.500"�
CUTHERE TO
.375" 3.125" -j _ CREATE F-TO SEE .375"
MIN. I DETAILF,SHEET4
r---------I I r-------
I 1 I I I
I I I I
1 I I I
I I I I
I I 1 I I
I I I I
5757� --- '--
I 1 I I
I 1 I I F
I I I I I
I 1 I I
I I I I
rL STANDARD CUP
ZENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM'
THIN THE DASHED BOUNDARY. SEE TOPMEW
SHEETS 1D-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/15'.
.375" f I .375"
MIN. -'I
I I I I
I i I i I
I I I 1
2250" I I 1 I I I
I I I I H II
I 1 I I
I I I I
I I I
G OFFSET CLIP
.125" 6053-TSALUM.
TOPVIEW
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 24 FOR GENERAL INSTALLATION METHODS.
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10.2D FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116"
5.000"
375"
CENTER OF r--------- -----------�
ANCHOR HOLE I I
I MUST LIE WITHIN I
THE DASHED
BOUNDARY. SEE I I
SHEETS 10.17 I I
FORTHE F 1--------I,
ANCHOR O.C. I
DISTANCE.
-MMI I
-I- ANCHOR410
DIAMETER: -� L_- ANCHOR __----_---
DIAMETER+1/16'.
U-CLIP
6063.76 ALUM.
TOPVIEW
TABLE C
Dimension
Valuo Poll
For Muillon:
3.687
G
1.000
.125'
Aluminum
H
2.680
1
3.000
Time Mullion
F
&187
T X4" X
G
0.757
.375"
Aluminum
H
2430
1
3.000
Tube & "1"
F
2250
1.25"X3.25"
G
0.750
X.100'
Aluminum
H
1.5W
1
3250
Tlbe Mullion
TALI C r%
TABIF C CC1NT_
Dlmension
Value fin)
For Mullion;
F
G
1.938
0.500
1.25' X3.25'
X.624'
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
2.625
1.125
12SX3.94"
X.624"
Aluminum
Tube Mullion
H
1
1.500
3250
F
1 2.813
30" Say Mull
F
1 2.875
45' Say Mull
MIN.
^L!
2X5 ANGLE CUP
6063-TB ALUM. d'
TOPVIEW 0- 5 11 1w
PRODUCT REVISED
as comp ing with the Florida
Building ode
NOA-No. 20-0406.03
Expiration Date 05/26/2026
By Z--
Mlaml-Dade Product Control
Mull Dimension
(sheettl)
PGTPert#
Mullion
Sid. Clip
Offset CllpE66-62410M
Angle.Cllp
1" X4' X.125" (10)
69384
866111M
M1122M
686518M
1" X4' X.37S (11)
66610
666112M
6661123M
BM19M
4' X4' X.375' T' (11)
125'X&25'X.100'(13)
1.25" X325" X.624" (14)
6W53
20IW20312
20161120315
668112M
6661127M
6661128M
6681123M
6861124MM
666112W
6WS19M
6MI15M
6665116M
1.2YX394'X.624'(15)
20162
6661117M
6661126M
666517M
30 Degree (19)
66649
WA
WAM5110M
45 Oeglee (20)
66650
WA
WA6665111M
()NY LTlV/V�'�r,
No. 58705
STSM 4
:Ch 'F40RIDF' ���•
/0N1�AL 1��``��
A. LYNN MIIlER, P.E.
FL P.E.# 58705
TABLE E
Mull Dimension
(sheet#)
PGT Part#
Mullion
r Std. Clip
U-Clip
Angle Clip
2" X4" X.25" (16)
68602
666261M
666271M
6665112M
2" X6" X.25" (17)
68604
666262M
666272M
6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS'16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
j-2.000"----j
4.000"
2'X4•X26"
MULLION
6063•T6ALUM.
XSECTION
2"X6•x2W
MULLION
6063-T6 ALUM.
XSECTION
.375"
MIN.
STANDARD CLIP
20�„ I 6063-T6 ALUM.
XSECTION
I
.125"
I---1.490"
CUT HERETO
CREATE F-CUP,
SEE DETAIL F. .375"
SHFFTA MIN.
r-------- ------ -------�-
I I I
I I I
I I
I I
I I
1 I I
I I
I I
I I
I L- STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
WTTHINTHE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16.17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1116'.
5.500"
CUTHERETD
.375" 3.500"-I CREATE F-CUP, .375"
I- I _ SEE DETAIL F.
MIN. I I r SHEET4 fMIN.
17
I
I
I
1
I
1
1
1
I
I
I
I
I
I
I
------
I
,
I
i
II
I
5.4
-------�
I
I
I
1
1
I
I
I
I
1
I
I
I
I
I
I
I
I
4.888"
L-
STANDARD CLIP
6063-T6 ALUM.
TOP VIEW
Eg3
.
�p6
� � o
1-CUP 2X
6063-T6ALUM. 6063-T6AUM.2125" 2.000" XSECT10N N
125" 125" 0XSECTON
z `Nrc Ij
Z
J
J �
U �1 F
5.000' 375" LU CO 0
.376" MIN. C3 co
0 Z a) W
-- --
Z
--------------------- 1 Z
I 7 0 20
1 I J D rcZ
1 1 Q J ate- N
+ 3.438" re T--------I 1- U
Q C1 U)
31438" 1 1 I< Z ..Z aD 1`O
1 I N Q 6 tp tc:)
1 1 .375" ro Z m o 0
L---------------------j MIN. W O
-- -- d Y Y
--- - - - - - --- - - --- _U'-- - _CO) -
U-CLIP, 6063-T6 ALUM. 2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. Q Z U 0)
SFA FOR 2° X 4' MULLION. SHEET 18 p_ " (o (f)
TOPVIEW WTTHIN THE DASHED BOUNDARY. SEE TOPVIEW Ste' n'O 5;O
SHEETS 16-17 FOR THE ANCHOR O.C.
CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE g �-�
WITHIN THE DASHED BOUNDARY. SEE DV�METER: ANCHOR DIAMETER+ 1116'.
SHEETS 16.17 FOR THE ANCHOR O.C. PRODUCT REVISED
DISTANCE. MAXIMUM ANCHOR HOLE as complying with the Florida
DIAMETER: ANCHOR DIAMETER +1116'. Building Code
5.000" NOA-No. 20-0406.03
.375"
� MIN. Expiration Date 05/26/2026
.375" By
--
T------------� Miami -Dade Product Control
I I I
I I
f
I I
1 I
I I
I I
I I
� t 5.438" � �--------
I 1 1111111111 f1//
38" 5.438° .
..........
I I I ` �'� ,•' L,IGENSF'•
* : No. 58705
I I .376" _ �-
1 I I MIN.
l� .2_L �Q:�
�0,1.'. STA OF !L
F<ORIDN..•'U-C
6063-T6UAWM. 6083-TB ALUM. '/;,,'OVAL E�G��•
USED FOR 2' X 6' MU WON. SHEET 17 TOPVEW 111 1 11 1 110
TOPVIEW A. LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE
1: SINGLE VERTICAL MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES DESIGN PRESSURE OF+60.0/50.0 PSF.
ANCHORS
t) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32+32+1'=65. REFERENCING SHEET 25, THE COLUMN USING
a
$
NO IN HEAD
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.D/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
SEE
FROM TABLE 3A, SHEET 7, THE 1' X 235" X MULLION (LENGTH = 72", OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD
^
FENESTRATION DETAILS,
SHEET
PRODUCTS S
.375"
NOT BE SUITABLE FOR THIS APPLICATION.
uz
APPROVAL 2-3
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
7T
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
[V
MULDON
LENGTH
STANDARD WITH ANCHORS AND THE 2X5
g
�. O
4
2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE CLIP (4)#12
WITH CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIERTO INSTALL
tinN.
Z
z
SEE
ANGLECLIPS (4) #12 ANCHORS HAVE A
0
DETAILS.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
J
`23
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
D
"
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.E PSF WITH AN ANCHOR CAPACITY OF W6 LBS. ALTERNATIVELY,
W
0
N4 ANGHaRs IN1
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
co
3Y+IG -w—iNDOw31u
~
----II D
(60 PSF) X 524.9 LBS (MAY BE USED TO QUALIFY 70 STEEL SCREWS FROM TABLE 4B)
/ _
W11- DTH
72.E SF
SEE DETAILS,
MULL 1MDTH.. SHEETS 24
SEE SEE
FENESTRATION DETAILS,
PRODUCT'S SHEETS
APPROVAL 2� �_
I , I
VERTICAL[ -
MULLION SEE SEE- J
LENGTH DETAILS. DETAIL E,
8 SHEETS 2-4 SHEET
OPENING
HEIGHT
FOR
HORIL
MU ON 7z
SEE
DETAILS.
SHEETS
2-1
r
T N E t`OFENING
ENTWIDTH FOR VERTICAL MULL
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3W. THE OPENING REQUIRES A
= @ #U
DESIGN PRESSURE OF+50.0/55.0 PSF.
z
Q .- a
FOR THE VERTICAL MULLION:
Z a- C
z N N
1) INITIALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+72-+1--105' AND THE OPENING WIDTH IS 36"+3W+1"=73". REFERENCING SHEET 25,
Q
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-36"AND WILL
DO LU , a
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A,$HEET 7, THE 1'X2.75'X.375'MULLION(LENGTH=706',OPENING WIDTH_- THEDEPTH REQUIRED,HOWEVER-THE DESIGMPRESSUREIS+/-15TPSF--
- —" --�_Saxa �oY
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2" X 4' X .25D" MULLION (LENGTH = 108", OPENING WIDTH = 801 HAS A DESIGN PRESSURE OF+l54.7 PSF WHICH EXCEEDS THE REQUIREMENTS
Q W Z O
00 Cr
FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
M mO me
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73"AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 73" DIMENSION (35-10+35-1/2"+2"=73').
PRODUCT REVISED
as complying with the Florida
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED r-OR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
Building Code
NOA-No. 20-0406.03
CONCRETE HEADER AND SILL ARE 6" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE
USING THE STANDARD CLIP WITH (8) 3/16' ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-112° GIVES AN ANCHOR CAPACITY OF 1050-LBS WHICH IS GREATER, AND
Expiration Date OS/26/2026
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
/• ,-.,
FOR THE HORIZONTAL MULLIONS:
By J
Miami -Dade Product Control
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2`-105'. REFERENCING SHEET 25, THE COLUMN USING TRAPFZOIDAU RIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2- X 4" X .250' MULLION (@ LENGTH = 42", OPENING HEIGHT =120-) HAS A DESIGN PRESSURE OF +/--17MO PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8-
WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
(4) 31i6" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
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\ '•
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 1213 FOR THE U-CLIP SHOWS THE ANCHOR
UCENS,,
•
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
•,
ANCHOR TYPE IS A 912 STEEL SCREW.
y,r N0.58705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
_ /�/• _
+/54.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLIONATTACHING TO CMU;
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+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
TO ALL
;'•(Jj��
%.L`'•,
���s'• F4ORIDP.••'G\�� `
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY OF THE MULLIONS.
USED SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
��\
7iIVAL
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS WITH THIS MULLION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
�IN"
A. LYIGN IufILLtR. P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON.
FL P.E.# 587115
EXAMPLES OF RECTANGULAR LOADING:
I I I I /® r O
I
IIi
i'
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
PW
11=0'VIA,�SEA
R3:TiTID
MINN..
N
G
EN-1
:
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
i
4
4 % HIDH
I / /
I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j
PW PW
EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING:
�L11
SGD
LOADING OF HORIZONTAL MULL]
/0iM
�1
LOADING OF (2) HORIZONTAL MULLIONS
l�
1
1 PW
I
/ / 1
I
1
1
I
PW PI
W 1
F
1
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
I
I
I
III/
I
I
LOADING OF VERTICAL
MULLION
O
t � HDOOR
.OADING OF HORIZONTAL MUWI
FR
l /III
11/
l
1/
.OADING OF VERTICAL MULLION
lie
SHIDH
PRODUCT REVISED
as complying with the Florida
Building Cade
HR a NDA-No. 20 0406.03
Expiration Date 05/26/2026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL gy�.�"
MULLION Miami -Dade Product Control
NOTES:
_1 1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE
2) IF THE LOADING TYPE CANNOT
W
BE DETERMINED, USE ��,.•' LICENSE'•, ��
RECTANGULAR LOADING.
3) SEE PRODUCTS APPROVAL FOR ` TF No. 58705
ACTUAL ANCHOR LOCATIONS.
�O�•.. STATE F ;'•(V�:
s
��''iiS�ONAL IE�;�``�•
LOADING OF HORIZONTAL A. LYNN III R, P.E.
MULLION FL P.E.# 68705