HomeMy WebLinkAboutNOA-TUBE MULLIONSMIAMI-DARE MIAMI-DARE COUNTY
f Q PRODUCT CONTROL SECTION
20 �p
:U:EIVED
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
nty, Permitting
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
i070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and .accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
i
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the- manufacturer will incur the expense of such testing and the AHJ may
^
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
J
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
CSection
that this product or material fails to meet the requirements of the applicable building code.
O
This product is approved as described herein, and has been designed to comply with the Florida Building
v
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T.
APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact —Resistant Aluminum Tube Mullions";
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C.
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAff 16-0218.03 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 Jorge ry Plasencia, P.E.
NOA No.17-0630.01
Expiration Dater May 26, 2021
Approval Date: November 09, 2017
' Page 1
I
-I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819. 05)
C. CALCULATIONS
i. Anchor verification calculations and structural analysis, complying with FBC 5ch
Edition (2014) and with FBC 6' Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
c
Y 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5'" Edition (2014) and FBC-6" Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M:I., approved on
04/14/16 and expiring on 05/26/21.
E-2
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
-
OPENING WIDTH FORVERTICAL MULL --I ARCHESTOBE
INSCRISEE DETAILS I RFCTANG INSIDE
RECTABED INR
A-D,G,H• SHAPE
SHEET32�
SEE DETAILS /
A THAU G
SHEETS 24
V / III / I
1 _ I I I _ I 1 SEE DETAILS
_ I ATHRU G•
SHEETS 24
VERT.
OPENING
HEIGHT
FOR
MULL
. LENGTH
HORv.ONTAL
SEEDETAILE. MULL
SHEETS
FENESTRATION
PRODUCTS NAY
BE OF MYTYPE
MU5T BE
I I 1 MANUFACTURED
BY PGT.
I
/SEE DETAILS
HORIZONTAL M E
MULL�TS� 14
LENGTH HORROFTTAL
MULL
LENGTH
ADDITIONAL EXAMPLES
OF MULL CONFIGURATIONS:
MULLI--OPEMNG VADTH--1
—1 LENGTH r
OPEN MULL
HEIGHT � LEHG.IH /
SINGLEMUWON SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE
(--HORM MULL LENGTH-1
HEIGHT
FOR
HORIZL
LL
M V
CODES/STANDARDS USED:
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL. ADM-2015.
•AISI SIOO.12
•AISC 360-10
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH STRIATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.V180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGETABLES. THELOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UPTO 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 SHALLBE COATED ORCORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THESPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPUPS WITH THE REQUIREMENTS OF THIS NOA.
INSTRUCTIONS:
1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS RECTANGULAR' OR-TRIANGULAR/TRAPEZOIDAV.
GENERAL NOTES......._...._.__. 1
INSTRUCTIONS_——— 1
ELEVATIONS ... ._........ _.__.._..__. 1
MULL TO 2X WOOD...__._..._.._.. 2
MULL TO 1X & MASONRY__._. 2
INSTALLATION NOTES...._.—.— 2
MULL TO MASONRY__._,.._..... 3
MULLTO STEEL STUD._.Y.... 3
MULL TO MULL_._-....-._.__.._ 3
ALTERNATATE CUPS..__.___4
BAY MULL INSTALLATION_.___ 4
1 X 2 X.125 MULL SPECS.__._..— 5
1 X 2 X .376 MULL SPECS_.__._ 6
1 XZ75 X.376 MULL SPECS..__._?
1 X Z75 X.66 MULL SPECS_..._....8
1 X 3.125 X .500 MULL SPECS_._..9
1 X 4 X.125 MULL SPECS__ 10
1 X 4 X.375 TUBE MULL SPECS.._ 11
1 X4X.375 R' MULL SPECS._...11
12S X 3.138 X 265 MULLSPECS_12
125 X 3.25 X.100 MULL SPECS.._ 13
125 X 325 X.624 MULL SPECS— 14
125 X 3.94 X.624 MULL SPECS....15
2 X 4 X .25 MULI: SPECS_.-___.. 16
2 X 8 X 15 MULL SPECS__.._ 17
128X 2.11 X.126 MULL SPECS_.. 18
30' X 325 BAY MILL SPECS...._. 19
45' X 325 BAY MULL SPECS...-_ 2D
MULLION & CLIP DIMENSIONS.._. 21-23
EXAMPLES I & 2_.........______.24
LOADING EXAMPLES_..____._ 25
4) FIND THE CHOSEN MUWON'S MULLION CAPACITY (LBSIFP) FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
vERr. MULLION CAPACITY (LBSIFT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSiFP) FOR THE OPENING OBTAINED IN
MULL STEP 1).
LENGTH 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD 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 FULLMUWON CAPACITY.
DR YERTICOPENING wmT11 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
AL MULL
OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
FORVERTICALMULL CAPACITY IS MET.
MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY MULLION CAPACITY OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER AN CHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY ILBS/FP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY. .
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. __
2§ 8
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PRODUCT REVISED
as compIjInq with the Florida
Building ode
NOA-No. 17-0630.01
Expiration Oato 05/26/2021
LYNAi Vc Ei
N.?, �
No.58705
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DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
Er HER THE
STANDARD 0
OFFSET LRULL
CUP MAY BE
INSTALLED BY 4
THIS METHOD.
4'
EXTERIOR
SEE,
DETAIL B: MU
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
MULLION
3 -E5SHEErS
21-Z3 FOR HOLE 4
LOCATIONS .1
EDGE
DISTANCE
FOR WOOD S S
CREWS2WMAX FOR .4
4.
ALL MULLIONS I . . :
ATTACFTeENi
SEE NOTE 1,
SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET 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 MLAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4S.S. AGGREGATOR MASONRY ANCHORS.
EXTERIOR
EDGE
DISTANCE
TCR
MASONRY
F!K0!M-ff--p--'fl
ANCHORS
WINDOWS, BUr MAY
IFlIl*RAMED
ALSO BE USED FOR
I
OTHER FRAME TYPES.
WON 0
BUCKSIPIP TYP. ANCHOR
. AND PER SUBSTRATE.
ATTACHMENT SEE SEE TABLES IB-130
BY OTHERS, u)
SEE NOTE I. cli
SHEET I.
z
l. EDGE W
CONCRETE DISTANCE. U)
SEESE15TABLES
EDGE DISTANCE 1B.13B
FOR MASONRY c W F-
ANCHORS 0 U)
co
SIDE VIEW Z 0 0LU
Ir- 0
STANOAROO d z
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2:
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go
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PER SUBSTRATt:
PERSUBSrRATF TABLES 1134311
SEE
SEE TABLFSI&16B
PRODUCT REVISED
EDGEEND
BUCKSTRIP
2S complying with the Florida
DISTANCE
AND
Building
SEETABLES
ATTACHMCNT
NDA-No. 17-0630.01
BYOTHERS.
0
EMBEDMENT' . SEE NOTE 1�..
Expiration Date 05/26/2021
MEET 1.
S SHEET 1
BY
,
mlaml=roduct Control
MN2.lKSICONCRETE CRC UU
FRONT VIEW
0 LYNA(
OCENS
No.56705
0•'40RIOPX I:
701VAL
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CUP SHOWN)
LS a
EXTERIOR
�-Tq
ANCHORS
TYP. ANCHOR
'PERSUBSTRA
SEE TABLES 1
AND
LTTACH&
BY OTHE
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
DETAILE:� m
--I t2smeN MULLION TO MULLION
INTERSECTION NOTES: o� d
(U-CLIP)
MAY INSTALLED IN'TEE' OR
IN o
' \\ WTERSECTIONS.
VAI JES Q2 U
2) MAY BE INSTALLED HORIZONTALLY LL
(SHOWN) OR VERTICALLY. W
' N �
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 Y o L)
TOP VIEW FOR CORRESPONDING MULLION. µa Z hm � W .
MULLION W .
w LU
VARIES
B12STEELSCREWS, ac
SELF-DRI W NG OR PREDRILL = S
tt�
�MUWON ANDUSE ShL9 LI, W O\\o U7� N ch W
MULLION E- Z ED
THEOFFSETCL&ISNDED
WI FV44 LVAED LINTERSECTIONsALSO90
BE U BUT MAY i
ALBO BE USED FOR �� J f' �ZOTHER FRAME TYPES. R w Q Z r' r `
ZZ Q oY ^7
r Q O Z.N
_ SEE SHEETS 21.23 FOR a co
^PERS SSTRATE, HOLE LOCATIONSA J m o
SEETABLE3IB-13B FRONT VIEW EDGE o W --I l
� � Q Y Y
1
EDGE
• • .:. . • ... k.�DISTANCE
SEETABLES
WN 2.7 KSI CONCRETE OR CMU 18-13B
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR OFFSETCLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1W S:S. AGGREGATOR MASONRY ANCHORS.
FRONTVIEW
EXTERIOR
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
URE
TYP. ANCHOR
—PERSUSSTRATE.
SEE TABLES 1B-13B
` MDLLID
FOR STEEL STUDS THINNER THAN
le GAAND COMPLIANT WITH THE FL BU
CODE, A2X WOOD BACKER MUST USE[
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
DISTANCE
SEE TABLES
15438
SIDE VIEW
SIDE VIEW
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r,
a
Z
E
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d
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S
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PRODUCT REVISED
as Complying with the Florida
BLdlding Cado
NOA-No. 17-0630.01
EKpl-Gon DDaa-tt.005/26/2021
DY
aONY LYNIV
��;.•' LICENSE
* ; No.58705
i �s •'•' 4ORIDP,.•'' ��g;�
.EXTERIOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-0,
\ SHEETS 2 AND 3 FOR INSTALLATION
X TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN'NRH 1•X4'X.125'.
MULLION
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
STANDARD CL'F TO BE
MODIFIED INFIELD.
DW^T�E�---i E
PERANCHOR 1
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.11- X. 125- MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
DETAIL H:
" e
BAY MULLION INSTALLATION
b
(ANGLE CUP)
cY
30' OR 46•
BAY MULL
to
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co
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V
J
TOP VIEW
J
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TYP. ANCHOR
I �PERSUBSTRATE.
I I SEETA13LES 16B OR 16B
7
Z
V
D
m
EXTERIOR
A
�TX6'ANCLECUP,
¢
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cl
-� I
Z
Z
Q p1
2 PER MULLION END, MUST BE
Q
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I INSTALLED INSIDE OF BAY
O
MULL
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2-X6•X.125'ANdLE
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¢
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PER MULLION END,
-
-
¢
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MUSTBERLSTALLED
INSIDE OF MULL
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$
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PRODUCT REVISED
as compliln with the Florida
Building Code
INrowooD,
NOA-No. 17-0630.01
i
STEM, ALUMS
Expiration Data 05/26/2021
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OR MASONRY EXTERIOR
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Miami-D Product Contra
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INTO WOOD, STEEL,
UM. CMU OR MASONRY 1 EDGE
Dry
i
DISTANCE
2
PER
ANCHOR
NOTES FOR INSTALLATION OPTION G & H:
96ij
���aGp1Y•LY/V,
O
•• tLCENSF •., ��
1 USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION.o
2) DETAIL G: SEE TABLES 1B-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
rD*'
No. 58705 —_
I
LOCATIONS.
3) DETAIL H: SEETABLES 150 OR 1613 FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE
®
0�
LOCATIONS.
`
�'�1�0NAL
1
TABLE 1A
- MulBon Capacity Table
Opening Width (fwvedcall Warving
mullions) or Opening Hetght(forhorimrdaBy-sparrung m lids)
60 In
Roctanguar TmplTdang.
SO
ReIWGWv 'ft- Aatg.
70N
Rectangular Trsplhlallg.
Win
ReotmPwar Tmpmarlg
so in
Recta v'W 7Fap17dag.
IN in
R.<J;Ldar Tr47Tdarg.
120In
Psct-g-r Tt*/7den9•
Laa9 1-fn9
/40N
Rer4en9ular 1r4pRdane-
LaaA19
LoafingIS
160h
Rciw&Ilu Tmp'IHang.
LDedirg Loadne
1 x2x.125
L�ro L®So9
leading Laa&g
Iaadn9 lmdrq
Laadng IaedOB
Lmdn9 LoaSng
L-bg
Loadingdn
Alum. Tube
M
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g
@
n
x
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S_..J..
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116.6
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107.8
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55.9
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50.625in
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51.9
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258
234
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281
97.0
55.7
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224
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39.9
311.
281
832
5Z1
218
222
41.8
35.5
712
281
61.3
50.1
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37.9
31.8
312
211
B1.0
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244
219
M.2
26.0
312
281
61.0
49.3
244[iL
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312
281
61.0
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219
214
20.0
312
291
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40.3
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212
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52.6
247
57.5
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49b
202
37.8
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199
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217
41.5
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29.2
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21.0
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18.4
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0
601.
38.4
200
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32-0
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35.4
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27.4
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31.5
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24.0
200
239
160
ZI.3
200
2/.1
159
1B2
200
218
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18.0
200
25.0
158
63N
331
181
95,3
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27.0
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30.3
152
23.7
181
20.9
149
217
181
24b
148
1&4
101
22.5
144
16.6
101
21.7
143
s
6611
29.8
16.9
30.5
142
24.0
165
281
139
20.8
185
23.1
136
16.0
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21.0
13{
72 In
22-2
139
23.3
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18.5
139
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15.9
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17.5
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TABLE 1 B
SubsUM
27k C-da
Anchor
Ca cTry
15k Cmk.
TableOhs)
1larma CMU
HIM C)AU
PT
Wand
McUI
WIT pea
ITE30
IW SS Eko
yte' Elco
IW S9 pao
WO Steel
91211.10
*12 Steel
AndTypa 110'Eko 1.114 m
1A'EICD
UM=M
311V FJco Ulbacon
1R'l3o UlOvcm
A9gmGalu
Utaloan
AomGakr
6arew (G5)
Sraw•(G5)
Se (G5)
Anchor Clip Patterns
1'
2-12•
3-118"
1'
Z-//4'
1"
2-1,7
2'
9-Va•
7
a48"
0.54'
0.32d'
Edge Mt-.(4 7'
Embedmet MY 4 1
212'
- 1.114' 1
"4'
1 1.314•
- 7
1-V4
1 1-174-
1-tld'
1.114
1-1M'
1.174
2'
1318'
ty8"
vsdes
2 Anctan ®{.7S Min- O.C.l9taMald m OBs41 CIO (Ft.f Y. 3B01oa
390ISs
450 9s
8901bs
1 bs
270 ma
280 Iba
354 tba
740 ms
374Il a
664 as
945 W
39t ms
042 Na
8859n
580 m5
1120Na
4AmMn®1.19'Mia 0.G7StaMad forOeseO Clip �G 2Y 480M
7009.
WA
WA
WA
NA
380"'
WA
WA
760 Ba
WA
748IDs
WA
8871ba
WA
1882 Ws
fi829a
E82 9a
8051Ds
f720 ka
4Arabwa ®T tAn O.C.I (l) 245 Angle Caps 7 (Fg. 3Y Win
780 9ra
800 ms
1560 gs
1696 ms
540 01s
SW ka
WA
WA
WA
WA
WA
7159a
1Ancbaa840.45"Ida.G.C. /I1471p, Into .l2S Alum. (Fd 4Y WA
WA
WA
WA
WA
WA
WA
1401ba
WA
177 gas
WA
J70 R.
WA
1071'a
3321Es
473 me
170 Ills
2211ha
2B0Iba
t Nwharl Flip (Fig. 6k 783 ks
1B5IDs
2261oa
645 M
822 U.
t35 W.
WA
WA
WA
WA
WA
341 Ibs
442 Wa
5B0 ma
2 ArcBanz ®1.15 MIn. O.CJ F471p lFb. 81: 240 me
3501Da
WA
WA
WA
WA
190 me
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
FIGURES: FIGURE6:
l
1
X
U
�a
a
0
.
02
~
J
LL
Z
'6
��
U
W
0
W
w
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fD
oo
LU
Z
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fn
m
=
M44:nU1e I:AYRI:I I T AW aJ 1 Mcn p rvnm.-
(DP ) X (ANCHOR CAP.,„,,,,a� ANCHOR CAP.®
MUWON
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
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
--1 1.000' f+-
2) LINEAR -INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE
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'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLm
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
L .125•
`
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE6063-TSAND BEA MINIMUM OF.125'
I
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE). STRUCTURAL STEELTO BEAT
1'XTX.I2SMULUON
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.
to -
x Y
_ (~j x Q
a� z
m0 m
O
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Miemr-D Product Centro
LYN/V4
No.58705 •�
0�'. STATE F� �: (V�`
i (CS •'•:c�ORIDP..•'G���
�'� S�ONAL E.N,•�`•
TABLE 2A
Mullion Ca ac Table filislifl
��gr
478
410
371
32a
270
248
225
191
1.
1G5
Rcctan901ar
(oamrm
729.7
H&9
74.1
81.0
44.6
9fl4
331
2S7
21.8
M2
70
S
S
g
ss2
507
459
400
324
294
2®
:R
202
142
Opening
in
TMP74anp.
Loadru
17aD
108.7
9a6
727
61.2
43.6
3T.5
2&4
23.9
220
Width
606
403
364
3Z!
2W
241
221
188
170
162
(for
RedarlpaW
Lam7lla
113.E
7d0
fi4.9
53.4
3&8
336
29.2
225
1a2
17.7
verfira0yspanrlrg
60n
Trap?fan9.
Lmdirg
7�
W, 189.5
507 1028
458 84S
400 87.3
324 4&9
294 398
2673 341
225 25.6
202 2t9
192 1S7
�'
g
8
518
389
360
31S
26D
237
218
186
167
169
mU6orls) or Opening
BO in
Rectangular T faro
"Oaano
tOaB 882 18fl9
B7.r3 507 99.6
57.& 43 '87.3
47.5 400 64.0
34.6 324 439
2aB 294 37.1
2&0 286 31.6
2a0 225 73.5
17.0 202 t9.T
1S7 182 18.1
Height
..rMuiOon
S.;
517
397
367
315
257
234
215
782
165
1S7
(Par
ff0
o,
fiaB
Ste
427
31.1
26.9
MA28a
180
1&3
14.2
hod2Drdal"Parelrg
1o0 it
Tmt
>.
fiU 168.9
507 99.0
456 80.0
400 613
324 42.0
294 352
23.8
Y15 711
202 1&4
1B2 1flfl
617
398
356
314
255'
232
212
1B0
1G4
155
mf96ons)
Reclan�ar
s
7S7
60.7
433
3S8
2&0
Y24
19.6
1&0
12B
71.8
720N
7
682 16fl9
607 B9.0
458 80.0
4W 61.8
324 40.6
284 33.5
268 2&0
225 20.3
202 18.7
762 16.2
r�
d2
617
396
366
313
253
23D
210
177
180
752
R�
649
43.4
31.0
30.5
T22
192
1a7
12g
10.9
tat
14o 1n
W�u Tn(
662 1fifl9
507 B9.0
400 61.5
400 61.8
224 4a5
294 334
268 27.7
226 19.6
202 1&8
192 144
Q.
617
398
313
313
253
230
209
178
1Fd
1W
R -Rnu
6&T
3fl0
324
2&7
19.5
16.6
146
11.3
&e
8.8
1WN
W-m
6d2 t8fl9
'S07 90.0
456 fiQ0
400 81.8
324 40.5
234 334
288 27.7
225 1a6
202 110
182 142
577
396
358
313
253
230
709
178
15B
160
1 x2x.376
Alum. Tube
501n
Redar�0ulu
Loadlrm
TialJTriap.
Loadal0
Redaryolar
Lcadng
60
in
Tmp(Triang
Loading
F
170.0
..
H2O
Tn
170.0
435
F
��p
3
151.3
,�_v
662
17a.0
C
c
rC
42N
48N
6iwsIn
121.8
7W.7
507
456
13&0
714.8
419
3T8
107.4
88.4
607
45B
1192
89.8
80.8
54N
BSI
4W
83.3
336
7t.2
4W
60N
623
374
68,9
278
5f.9
324
67.5
8311
53.8
294
67.4
252
448
294
4fl2
660r
4fl8
268
49.8
230
3a0
268
424
32.2
27.2
251
72 df
3fl0
225
37.9
196
30.0
?25
7BN
78fi
=6
2&3
202
134
-To
29.0
777
166
2S5
2fl8
2V2
19L
144
19.0
128
1S4
1-
1&1
128
90 In
86N
13.6
1S2
127
15.6
113
,
eNCHOR
CAPACITY
ADJUS
_----
- -
Anchor
ac
ltiol9 IDs
Xo6mv CA411
PT Wood
Mafal
Slbatma:
27e ConaRte
3.5k Cora.
V4. 84 Eloo
6jMW�o
Ste!
C12 Steel
/f2 6tatlAI
WType
Srt6•Etco lift-
V4'Ea_1➢bmonl4mamn
9116' Elca
3n8•Ejw U,__ IW Elco uInn. i
AgpreGelor
ov(G6)
S. W(G5)
Scf PS)
Anchor CUP PattemsP
t' 2-12' . 1' 2-t12'
T
.dB'
O.S4'
324'
-123113'
2'
1-1W 1.1f4' W/4' 1-IA'
1-114•
1-1/4*1.3.8'
1J6'
vada+
1-3I4'
1.N4' 1314'
Ibs
2700a 28D Iba 3541ba 7401ba
9T1 Wa
pB41bs
9wA
442 tba
2 Anehon ® 4.75- MN. O.C. f SlarM.aid or Oracl tlID (Flo. IT
390 me 3W Ibs
6`D Ee &90 64
164d
Iba WWA
WA
WA
WA
68210a
682 Iba
B85@a
12 Ib
11201ba
4 Anohora D 1.15' Mef. O.0 /8unmrd (aOrnat) tllp (Flp. 2Y
4B0 @a 7W as
WA
WA 3BO
Iba WA 7606a
74H Iba
68o ma
1892 W
8821ba
8861ba
1120 ma
4Afu.hora-AAMat.O.C./Fp37
E) Ib
660N.
540 b¢ 5W
WA WA
WA
WA
WA
WA
WA
715 Bu
2Ara:h-®0.45-fat. O.C.I IFCIIp, hb .125ABnn. (R0. 4k
WA WA
EMAE
WA
WA WA
177Iba 37o tar
187 an.
3321ba
413 m
570 f e
221IbaAmhm
51ba
225 Ea
-135 ma 1401ba
NIA
WA
WA
341 M
4f21ba SW Ea
a I.15Nat O.CJ FLAP 1F1v. e7
2401A9S®R Iba
WA
lrer f 1CQ
Ac TNF
WA 1 W Iba WA WA
RTANDARD CLIP.
NOTE:K)K lhi Ur--a.ur, mac r-.,--.--.... _-_-_-_.-
(DP )X( ANCHOR OAP.rv'••��=ANCHORCAP.-
MULLION
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.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR. INFORMATION ON LOADING.
._...� 1 000- r--
®
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000'
®
HOLES TO BE DRILLED
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
SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
.375'
CONCRETE BLOCK UNIT (CMU)
WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF.125'
MULLION
FIGURE 4:
FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'-THICK (18 GAUGE). STRUCTURAL STEEL TO BEloll
INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 B.S.
1•X 2•X 3M
THELEAST.125'THICK
.MATERTERIAL 910 8 #12 ANCHORS
THE
2 Z CO
LO ao
C Mm o
R w X
® 12 N
iL Z
o�
O K 8 8o
PRODUCT REVISED
as complying with the Florld
Building Code
NDA-ND. 17-0630.01
Expiration Dale 05126/202,
O0 LY IVIV OG
P
* : No.58705
'0 ft; Fes'•[(J��
'JfTS'ONAL C%,"'
A LYNtS1MILLER, P.E.
0
TABLE 3A
• Mullion Capacity Table (msIR1)
Open ng Width (fortertca*sparlrirg
nUicrl9) or Opening Height (for hod70nig"arning mu710119)
1 x 2.75 x
50 in
Rectmgubr Tr��
1.0" p
Win
�� of I
701n
�Lvadn Inadn➢
80 in
Lea Bar Loadny
go In
I-nadme Tr��prm
login
Loading ar T � f .
120 in
R oadog T �
f/0h
ang
enp
i�Ldoadn➢ T Loedn➢ .
1WN
lecUngulu
� ilea ➢9.
ITT bom..
Mullion
6"
21
gg
5�
gam¢
d8
_'�
$
3
5�
c`&ie3E
6�
fc
'
¢¢
6
,�
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g�
g •
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fi
��.
2�y '5g
aa'
s
yg
aK
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sg.
d`¢?
$
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g
3¢
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s�.
g
-'s�
¢
�a
y
g
¢
-g
a_
Da
dr
%
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og8gg
¢
a"
u
z
¢
S
S
c�<
¢¢
r9
Fc
tSa
6
�€
3
3_
Sa
$
d¢
42 rn
170.0
620
170.0
435
170.0
744
170.0
473
170.0
B68
170.0
509
170.0
SM
170.0
519
170.0
Ills
17D.9
621
170.0
1240
170.0
621
1417
1301
170.D
621
1275
1301
170.0
521
1115
1301
170.0
521
48 in
170.0
708
17D.0
524
170.0
850
17a0
Sal
170-0
892
170.0
WO
170.0
1133
170.0
Wf
151.8
1129
170.0
ell
136.6
1139
170.0
980
1139
1139
170.9
fi80
979
1139
170.0
6W
85.{
1179
170.0
660
30,629 M1
170.0
717
170.0
SGf
170A
eiB
170.0
Wf
167.B
f032
f70.0
684
146.8
1032
170.0
723
130.5
fo32
170.0
747
117.4
10J2
170.0
758
97.8
1032
170.0
766
83A
1032
170.0
755
714
1032
.170.0
756
54 In
170.0
781
1T0.0
612
761.J
907
170.0
691
1J82
W7
i&.7
730
120.9
907
15i6
720
101.5
Sol
145.0
714
➢BB
➢07
141.1
710
80.8
907
140.0
708
W.1
807
140.0
709
W.5
907
140.0
709
Win
1N.1
715
151.5
G25
117.6
735
130.3
611
f00.8
7JS
116.0
599
B82
775
1082
520
714
T35
99.6
683
70.5
735
95.1
578
68.8
735
SIX
574
60.4
7J5
81.6
67{
44.1
lab
91.0
574
Win
121.9
666
130.0
570
f01.8
6W
111.5
637
87.0
666
98.9
54T
7a.
Sao
➢0.1
533
67.7
668
819
631141
79.B'
S28
W.e
CfiB
75.8
621
43.6
666
70.6
621
38.1
666
75.8
521
..GG
Tp
W N
tOfi.O
W7
1121
522
88,3
687
9fi.1
511
73.7
807
Gr.O
501
W2
W7
77.1
493
58.9
607
71.5
1�67.8
481
N2
607
83A
476
37.9
W7
627
471
311
807
BZ.7
474
c
72 in
81.6
510
95.8
443
68.0
510
710
434
58.3
10
64.3
426
51.0
510
57.9
419
46.{
610
53.3
413W.0
406
34.0
510
45.9
402
2025f0
N.4
389
2i6
610
N.a399
•dj
Min
%4
45a
726
400
57.8
45a
61.7
392
0.6
IN
54.1
3BS
43.4
45e
48.6
OJB
38B
453
N.B
373
41.6
3W28B
45e
37.7
382
24.6
458
36.0
a59
21-7
476
35.7
356
78 in
642
439
67.0
301
53.5
435
50.5
373
45.9
435
49.B
368
4U.1
435
44-7
SW357
!35
40.9
355
30.1
35128A
435
34.4
344
2L➢
435
116
341
MI
435
M2
340
80 N
41.6
327
43.1
290
34.6
327
36.4
285
29,9
327
31.8
250
26.1
327
26;3
:R
23.2
327
25.7
271
23.7
2E8
17.4
327
21.0
2fi2
14.9
321
10.3
268
➢fiN
30.!
287
JSA
257
26.7
287
i9.9
252
248
267
2d0
24B
21.3
287
211
2N
19J
237
14.4
2B7
7B-9
232
108 in
242
2Z7
24.7
204
202
727
20.6
2of
17.3
227
18.0
198
N.1
227
1fi.0
195
•111 in
227
217
227
194
18.6
215
1➢.1
191
15.9
115
1 16.6
lea
120 in
ITS
1M
17.8
187
TABLE 3B
Anchor
substrata: 2Tk G7¢rde
Ca aci Table Ibs
WWd Motel
3.5% HomCIAU FWed CMUN6-821bs
-
Anena TYPe
3116- Eko Ub ecan
1/4' Elco Ultracm
5I16• EYo
U1`* E 5
S/16• Eloo Ntreoan
IW Elao UWacon
7bP SS Seo
A88naGalor
5116' Elea
Ullmon
1A' SS Elea
AWeGetcr
612 Steel
Salee (W)
9/2 Steel
- Suety2
Anchor Clip Patterns
' Edo Ontarce MC
i'
31/2•
1'
2-17
9.1/6'
1'
2-12'
t•
2-trr
21
3-116•
2
a54•
0.324•
Emhadmerd (N7
1.314'
1-Y4'
1a)4'
1,V4'
T
1-1/4'
t-LP
1-1/4
1-1/4•
t-1/4'
1-1/4'
7
I-3w
vanes
2 Anchara®4.T5'Mht O.G /Blended or00^+ct dip (FI8. 1):
390155
39nW
45111Da
W017s
184481s
2701ar
260 Wa
35/10s
7401hf
3741m
6611ha
846105
442 851,
8851�11201bs
56D 9.
4 Anchoa®1.1ymem O.G/slanaaz (arMet) Clim(Flow 2):
4801bs
700 bs
WA
WA
` WA
11
3W Ibs
61.
WA
WA
7801be
WA
745 lea
WA
BW lb.
WA
18921be
885 Imhcn@0.45•Mirt
4A.d-®3'IArtOC-rR)2r5Apia CBP3 1070. 3y
780 ms780ms
6901bs
ISM Du
1836Ib3
5401bs
WA
WA
WA
WA
N/A
7t5 De
O.G/U-OIP)Nu-125Ali n. (Flg. 4y
WA
WA.
WA
WA
WA
NIA
WA'
14016e
WA
1771b3
WA
370.1bc
18716a
3T1Ibs
473 Poe
/70I
A Iba
2W he
t AOohcrl FL11D (R➢. 5):
1B510.s
185Ibs
225 0a
446 roe
822 0s
135 ma
WA
WA
WA
N/A
WA
341 0s
4421Ds
560 ba
2ArwMrs ®1.15' wrt O.CI F4:IiD 07a- 6):
240 Da
3501bs
WA
WA
WA
WA
190 lb.
NVIt:tVK IHt VrrJCl v:ur, uatc Inca'uvicrvvv.........`........-..._„-.---__---------- ` 'VIrtt.Lry vw-uw rvac u.acv n•
FIGURE 1: FIGURE 2:
FIGURE 3:
•
o
• •
ANGLE CLIP MUST BE USED IN PAIRS. '
FIGURE4:
FIGURES:
FIGURE@
an Irnj. e.NrHt..I- a... n rv..ma.....
(DP-) X / ANCHOR CAP.,,o,,,,,,� =ANCHOR CAP.-
lMULLION 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 QUAUFY
ADDITIONAL ANCHOR OPTIONS FROM THE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C'-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF .125•
THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S.
-m
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PRODUCT REVISED
as comptying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
ey
MIamF-Da� roduct Control
LYNN
NO.68705 -�
�°
i,C4`ss• "ZORION
7C)/VAL ON
A. Nm Ml&t . P.E._
TABLE 4A
' Mullion C2=011Y Tablo bs8t2 '
1 X 2.T63r
.660 Alum
Mullibe
on
50.825N
54 m
BON
63'vn
Be In
c
J 72 in
7810
W In
9B In
Oponing
Width
(farver6ca*sparvi
m iliann) orOponirq
801n
ect Ra wd.
Loadn➢
170.0 1116
170.0 1276
t826 1286
133.9 1130
87.8 B15
81.4 830
73.4 757
59.5 678
440 571
44.4 542
28.9 407
23.8 350
TraWrd-g.
Le
170.0
170.0
170.0
170.0
123.9
104.8
89.1
6B5
65.5
51.0
32.1
23.1
He
dnng
„•�
521
677
747
037
726
862
808
514
484
442
333
300
hit
Rectangwar
LOadlne
_D
��c
170.0
170.0
146.1
12D.8
BT.D
75.0
88.0
SO.B
431
40.0
20.0
21.5
horimrtBlH-sparvire
100In
_
@'
Uv
drK
INN
14f7
1280
1130
015
B30
757
838
571
542
407
35B
TWffflane.
Lmddne
Z•
E'�a
U
��
17010
170.0
170.0
170.0
118.5
98.4
812
823
51.8
473
20.8
24.0
L•c
U
_IR
d`K
521
wo
756
858.
720
658
BOD
SOB
659
437
334
296
mu0ions)
Rsctaneula
Load•On0
U
ado
170.0
141.7
121.9
100.5
T32
633
65.0
42.4
38.0
33.3
21.7
17A
1201n
dr¢42„
148a
1417
1286
1130
915
830
757
6Je'
571
542
407
358
TreW7nar0.
LnadnO
170.0
170.0
170.0
170.0
714.4
94d
78.0
S72
47.0'
42.8
26.1
21.0
521
680
758
sm
715
fNe
563
500
451
42e
3Z7
280
Redamia
Loadrng
rs
159.7
121.5
1.
60.1
a2.6
512
472
38.3
30.9
28.8
18.8
15.3
14D
1820
1417
1-
1130
915
830
767
836.
571
542
407
358
N
T p/Tdang•
Laadn9
170.0
170.0
170.0
170.0
114.4
94.1
78Z
55.3
44.8
{0.6
24.1
192
521
660
7W
861
715
1149
5B1
187
447
425
322
28{
Neotalgrda
Loadn➢
130.8
108.3
811
75.3
546
47A
41.7
31.6
27.0
25.0
18.9
160
1620
1417
1288
1t30
O15
830
757
838
671
612
407
in
T.Wdan9.
W
170.0
170.0
170.0
170.0
114A
B4.1
782
552
14.6
40.1
23,0
dnO
52148N
680
756
Bel
715
810
591
497
418
423
319
Rec4narg
tguar
50
,
inBD
TrapRdang.
Loadaa
435
524
567
612
701
7f0
td0
552
IBB
474
381
Rectvguler
Lcadne
L,
'3
170.0
170.0
170.0
170.0
1465
126,5
110.0
64.8
72.1571
663
40.4
35.6
r
744
850
a93
B58
815
tn0
757
836
542
407
358
h
TapTd
LOadnO
2•
170.0
170.0
170.0
170.0
18Z.7
138.9
119.8
91.0
78.8
]Oa
4Q4
373
�^
478
581
631
691
7s1
894
B38
5/0
468
465
355
314
ReGm9Uw
laadn9
170.0
170.0
170.0
170A
f25.5
108.5
04.3
727
70
q^
88B
882
1046
1116
O75
I130
757
636
671
542
407
358
in
TmpITHmA
L07dn9
?'..
170A
170.0
170A
170.0
144.5
1232
105.9
00.1
87.4
621
38.8
32.4
5MW
639
B84
764
748
6B1
824
WO
47B
459
310
309
RoctaAglJar
L.0adn9
170.0
170.0
1T0.0
150.7
108.9
04.9
025
0.0
54.1
%0
925
28.8
801.
2•
_
862
11331
1185
1130
015
070
757
878
$71
512
497
358
T-011dan6
LOade➢
k170.
55.7
35.3
Z8.8
vU
0
3
7
5
0
4
21
71
449
343
304
B�
170.0
Z:
e�
GM
2:
17D.0
170.0
708
170.0
1T0.0
170.0
170.0
747
170.0
797
170.0
BBS
170.0
151A
030
181.9
140.0
1321
757
1m.7
638
108,8
BOA
86.5
671
81.
07.1
37.2
30.7
e0.0
542
MA
52.1
407
53,7
42B
358
M.I
320
108i'1
30.1
283
30.8
256
25.1
2E3
2S9
251
21.5
283
22.5
247
16.8
283
19.9
244
18.7
283
18.0
240
15,1
283
18.5
237
Ill I.
27A
267
28.3
242
2..1
261
21a
235
19.8
267
20.6
235
17.3
287
L8.3
2M
15.4
267
16.5
226
1201.
ZLO
229
22-3
209
1a3
229
18.8
205
15.7
22B
1&2
202
ucunw
ceoerrry
emus
TALI C AR
Anenorc
ac
Iame nu
HOUax CMU
CFJ,
Metal
Subswta
27k Cpncrete
3.5k Cora.
7f4'SS EbO
'J18'Elco
W S
if4'S9 FJco
IJ
t1091tt1
W291rx1
01
812 Steel
ArIcMr7)'pe:
Mi6, Elea Uuaeen
V4' Elco Ulwevn
91161Et0
Inman
9rte• Q00 Ultfacon
1/4' EEa Uwoon
Ap9n:0ator
Ultacan
A"n Cabw
Sort:w (G5)
B9n:w (O'J)
8-(G5)
Anchor COp Pattems
1' 2-17
108'
1' 2-7?
1' 2-iQ'
2'
e-1la'
2'
0.40'
0.54'
0.324
Ed Ba pstatce (Ink
1' Z-17
1.3/P
7
141 1-V4'
t•V4' 1-UP
1-114•
1-1/4'
7
1.3/e'
t318'
tprla9
EmOeomold On
13/4' 1314'
]90
1-3/4'
450
1644
27016a
6B4Iw
9MI@a
34115s
4422a
580
2 AOetAm®475'Mtn. O.C./9t ad of CITad Qip (Fp. 17.
320
WA
WA
gi)In,3IV0s
WA WA
WA'
NIA
WA
E821be
Bay
b
1720 @s4
4 ArmMm ®1.7Y Min. O.C. / Standard (orO�N) Clip (F1& 2t
480 @a 7001bs
NIA
@s
660 M
WAT60 @s
74B@s
8a01bs
16921ba
68216s
b9
17201bs2Armhae
AncOon 3' Min O.0 / R) 2n5Arpla Cops! (FIG. 3p
7801bs T80 Du
BBO @s15601bs
lase
N!A
WA WA
WA
WA
NIA
WA
7i5bsIAnaF-COp
0 0.4Y MN. O.C. / U4:rw. k110.125'Abm. (Fla. %
WA WA
WA WA
WA
ENA38016s
1T7lba 370lba
107 ®a
3321be
� 473 bs
ITo l09
7221ta
280 Bn2
280
(FIG. gt:
185 t6s1851ha
225 @a 445 Os
022 @a
140lba
NIA
WA
WA
WA
341 @e
4421bs
560 @a
AnrJims ® 1.W Men. O.CJ F-Qtp p7p. ei
2401Da 3501ha
WA NIA
..i......r..•.....c
WA
e c TtJF
190 f
STAmnLPr1 rJ IP_
WA
r/�_.,-_.........-
r_veaawi
C rlU
CNFFT 2e
NU I c:
FIGURE 1: FIGURE 2:
FIGURE 3:
=Is
F__
0=0
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURE 5:
FIGURE 6:
•
1111
0=
• •
WENT FORMULA:
(DP,,,) X ( ANCHOR CAP.,e,,,,,� =ANCHOR CAP.-
`MULLION
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
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-FILLF-D
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 6 #12 ANCHORS INTO WOOD MAY BESTEFEEt� I" S.S. OR 410 S.S.
1' X 2.75' X .650' MULLION
aCO
w
x
x
's 1
®
(�9
F-
U
to
cV
x
¢
rn
O
a
a�
z
mfn
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
1111111f1//
N i
>pN.......
C��.i VCENSF �!(��
*.: No.58705
• TE
� tm0•.O �� •(V�:
A
TABLE 5A
Mullion Capacity Table bsflt°
-
Opening Width (forvenica%K136i►idg
mullions) or Opening Height (for Iorizonbl -span irg MU11101`10
50In
Bow
70 b
80 in
90 In
100 in
120 in
140In
16051
Ra-wg" TngiTdalg.
Reclatgldar 71apTdang.
Reds wrw Treprfdana.
Reolangaar Tmplfdmg.
Reelangwer .TraplTdalg•
R•elargWar T®p/fdmq.
Leadhg
Raelnn0'. Tr�rT'r. g
leading Loaixl9
I� t-'Qwar TreP'rdm9-
Loadrg Loadng
Redem9 h4>R"are-
L9"M Load9g
1'Y3.125"
Laadrg LoadnO
Laadat9 loaddg
lmdng Lcadng
t"dw LaadnO
Loadlrg l,Oedtg
Lmdrg
o'-qid-2111
Tube MuB
ff
`_@beasag
Tln-�
_�
''99SI
o
d`a9
d
¢Q`ac
sg.
d`e
sc.
d�a
42in
1747170.
0
435
170.0
7"
1740
476
17M
868
170.0
508
170.0
982
170.0
Sit
170.0
111fi
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
'170.0
1735
170.0
521
164.4
1602
170-0
521
40
521
170.0
850
17110
5"
170.0
992
170.0
830
170.0
1133
179.0
eel
1740
1275
17D.0
8A
170.0
1417
170.0
680
157.7
15T7
170.0
fi80
135.1
1577
1T0.0
�0
1182
1677
1T0.0
680
48In
53.6251.0,0
603
70.0
831
170.0
1w6
170.0
684
170.0
1195
170.0
72J
170.0
1345
Me
747
170.0
1494
173.0
75t1
1N.7
1495
1740
756
121.!
1495
170.0
756
106.3
1496
170.0
756
54In
0.0
B12
7&0
891
170.0
1118
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149,5
1401
110.0
856
124.E
t4O(
170A
86f
108.8
170A
BB1
9i,4
1401
170.0
881
170.0
E85
170.0
701
70.0
797
170.0
878
138.7
1156
167.0
028
123.3
1156
15&5
617
111.0
1155
142,7
210
92.5
1158
144-5
903
79,3
1101
11Be
144.5
903
69.{
1156
144.5
9D3
170.0
930
1T0.0
745
W.31
70.01.
850
155.5
Sao
119.8
1049
141.7
646
106.5
1049
1320
B38
0&0
1049
125.3
826
79.9
1049
119.3
IIN
68.5
1049
110.9
819
59.9
1049
118,9
819
fOG
166.8
9S5
170.0
7e9
51.3
004
133.7
783
042
956
121.4
715
928
955
1128
765
M.4
(I55
100.4
757
09.5
955
90.6
749
690
955
96.7
748
521
955
93.7
748
72 fn
128.5
803
1319
697
14.9
882
$E04
1w.1
870
e0.9
8a3
912
659
71A
B03
W.
6/9
fi42k7.642
57S
am
722
63i
159
egg
69.8
'62B
40.1
603
68.7
827
721
97.0-
616
85A
605
68.3
721
7&5
595
60.7
721
70A
586
54.057948A
721
69.4
569
39.0
721
58.8
SB4
3{.1
721
SBJ
li63701n
78 in
109.2
721
114.1
629
gl.0
W4
70.4
Wf
58.1
684.50.5551
421
684
54.1
641
36.1
684
St.3
530
31.6
684
500
SM
1wA
61f4
fo5.4
599
84.2
684
89.4
557
7&4
578
6&1
27A
514
37.0
412
23.5
514
30.4
408
20.E
514
29.0
403es
W kn
05.8
514
BT.9
456
54.8
614
67.3
448
50.0
440
41.1
514
44.6
433
3&S
51d
405
{27
32.8421
38.7'45.2
40.0
390
33.0
452
38.4
3M
3ai
452
32.8
370
27.1373
22A
452
28.8
365
19.4
452
2d.2
359
1&8
482
-228
355
In
542
452
$5.7
404
45.2
452
47.0
386
308
21.1
357
22.7
303
19.0299
15A
a57
18.0
293
1J,8
357
18,2
287
11.8
357
75.0
283
108h
38.1
357
38.8
372
31,T
357
327
317
27.2
2B.4
312
238
357
25.2
281
14.fi
338
78.5
27e
125
378
14.9
273
11.0
738
13.8
269
308
28.2
976
J0.1
301
25.0
28,1
206
21A
338
23.1
292
1&5
3?8
Z0A
i88
17.5
23.7
259
19.8
205
259
17.3
2B8
1&1
252
15.4
289
103
249
13.9
289
14.9
248
11.6
269
12.8
240
BA
289
11.{
238
6.7
289
10A
232
120h
27.T
2&9
282
283
23f
289
TABLE 5B
61dntwi
And9lr Type
Anmorva
2.7K COMMde
Slt6'Elco UUMM v4'Eko U*.t-
SSkCmc.
5.10-Eim
URacon
H010a CMU
SS EYO sts•EJco
316'FJco Mlecm vQ'Etounrzeon Agor.G=r Uft=M
F1ued C74U
Ild'SS EIco
Agg�er
PT Wood
010 file! 81251ml
Screw (Cfi) ScrMm (GS)
Mdal
012Sted
Scraa (o5)
AnchorClip Pattrm6
2-v7
1'
2-12
9.19i
1'.
2•t2'
t'
2NY
-VA'
2•
bVB'
2'
O.dB`
0.54
0,324-
E9Q dslarceOnY
t'
tSMb'
1314•
ta74'
2-
t-V4'
1-V4•
1-114'
t-v4'
1 W
1-V4'
2'
1-38`
13'8'
'a<dks
F1n0eQnent n
2 Anctrn®d.75°IAn O.C./5famaN tY OOsat Clip 0T41J:
tS/4'
S90 ros
Olam
450 hs
&0008
1644 MS
270 W9
2W US
551 N5
-N/A
76010s
3741m'
66t�
walOs
941las
4121�
IDS
5E0 Re
112110s'
d Arctun ®t.tfi Nlrt O.C. / 9tanoanl for OOset)Cllp g 2T
4B0 %9
700
WA
WA
N/A
N/A
9?A 9�s
WA
N!A
WA
WA
6e216s
6s
BBS
BBs
11201os
4Anla6 3- MhO.C.1 (2) 25ApeCllpsl fit&
620
16
1M
0N
761
IdaLs80s
tA
ILIA
WA
1
3Ar2tats(90.45'MIn. O.41UC11p, hb.125'Alu0lF10. d):
NIA
WA
NIA
WA
N/A
WA
WA
WA
I0A
3701�
N/A
7871Ds
WA
3321�
d796*z
7TOIm
, F
2211Ls
oI-
1ArerorlFCID(R9.57
1ffi IDs
186�
ffitbs
4459N
6222s
1351oi
t40B6
1P les
WA
WA
34710s
4421ot
560Ins
S6D Un
2AncInR 1.15' Mtrt O.CU FCOp (FB 6T
• ?4001s
950 0>s
NIA
...
N/A
i.n ..wi 1 icc
ILA
•e rue
WA
ereNneRn!`I
190It>s
IP
NIA
WA
N.
NOTE FOR THE OFFSET CLIP, USE THE 5A L Arvt:nvK rAl 1 CM 1-r
FIGURE 1: FIGURE 2.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: I(FIIGIUIRE5: I FIGURE 6:
(DP-) X ( ANCHOR CAP.,,m,,,,,) ANCHOR CAP.,
MULLION CAP.,,e, :-
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21 23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-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 A26'
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, 1"S.S. OR 410 S.S.
PRODUCT REVISED
as eomplying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
ay
�.N a13 . L..... ,,�
%CEN B
�.: No.58705
O� •. SATE p� : • (V�:
i Est "t ORIDP, •'G\��
TABLE 6A
MulOon Capacity Table (I1,5111)
Opening Width (fcrledica*sparrtrg
1711NOnS) or Opening Height (for horizontally-spanfi g mdIon5)
spin
60h
701n
win
SOT.
login
12ain
140N
IcaN
1x4x.125
Rutanpdur
t�*a+g
Trep/Tdm9.
Loadng
Ramn9'dnr
Lmdn9
TmprF.P-9.
Lowing
Reetangwu
Loading
TrwIrm g.
Loadng
Re.WngW
Loadm9
TrapRdarq}
L-,r u
Reele oW.
Loadn9
Tmp7Riane•
da
Lwe
Reemnylar
110 m9
TmINIMM9.
Laedn9
Rectangul"
L ft
Tra7/Tdan9•
LD-ft
Raara�lar
Loadng
T.Wtdaa9.
Lmdn9
RW-odhr
Loading
Trto/Td-o.
Loadlp
Alurn.Tube
fdB1111On
�
4i
bff
2c
£g.,
c9`
is
d
b
3
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5
&�
gh9g$
d2
g
�i
8
5
�_
Ca�
g
d
b
u„
G�
tipi$$I
dK
a
b
f¢�
p
Ls
b•
`g'
F'
o�
�c
3
bg'
¢
b�
3c
g��
Q
b�&•
gc'•-
1}sxg
dd
€
fc
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aS
dfrc
a
Vic¢
�a
!s
of
�6a
�$
k
geg
S?
mac
"t�
do
€�
p8
arc
S�
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6
b�
f
11sL
4¢
=6
5
IIss�a
<¢
421.
170.0
020
170.0
438
17D.0
744
170.0
478
170.0
068
170.0
506
OR
0
519
17110
1116
170.0
621
170.0[17
70.0
621
170.0
1488
170.0
521
146.0
1488
170.0
521
127.8
1469
170.6
621
48In
170.0
708
170.0
628
I70.0
850
170.0
5e4
17oo
992
170.0
630
11330
681
170.0
1275
17a0
6"
156.370.0
680
130.3
1703
170.0
6e0
111.7
1303
170.0
680
97.T
1303
170.0
e80
50.625h
170.0
74T
570.0
60
170.0
896
1740
631
170.0
1048
170.0
5B4
11950
T23
156.1
1235
fI0.0
747
t44570.D
758
117.1
1235
170.0
75fi
100.4
1235
170.0
758
87.8
1235
170.0
756
6{h
170.D
-9T
170.0
612
170.0
gw
170.0
681
170.0
1116
170.0
754
f
115e0
803
1372
1158
170.0
837
123.E70.0
B56
1029
1158170.0
861
e82
1158
1T0.0
861
772
1166
170.0
481
ea In
170.0
B85
170.0
701
168.7
td2
170.0797
142.9
1042
fIll.1
632
id27
B15
1112
1d2
136.E
401
100.11130.2
791
83A
1042
125.1
782
7"
1D42
126A
732625
'1g42
175.1
782
631n
170.0
930
174D
745
1512
F92
1636
818
179.E
B92
114A
T98
891
0
782
100.8
992
121.4
7B0.7114.8
756
T59
9D2
ta6.4
745
dR
992
t0e.0
744
58.7
992
1040
744SS
in
16SA
ill
170.0
7119
137.8
d7
146.0
766
116.1
947
130.3
768
.
947
7
752
91.9
847
t0a7
738
627f022
727
86,9
997
95.1
713
69.1
d7
94.0
711
51.7
d7
d.0
711
C
72N
13&9
d9
142.1
737
1132
d9
121.6
772
97.0
649
1046
70B
84.9
849
696
I
75.6
649
98.7
686
07.9e2.7
875
669
849'
75.3
659
48S
819
725
652
426
649
124
6fii
J
76 N
I755
T82
12D.7
665
26.3
762
1026
662
825
762
ea.0
640
722
7629
828
d.2
762
74.2
ti20
57.8.692
613
48.1
762
fi2.e
fi02
41.3
762
68.9
597
36.1
76E
59.{
595
TB N
108.8
724
f 114
634
89.0
724
g49
621
76.3
724
02.8
609r431
4
5B9
SSA
72;
68.1
591
514fi34
5B3
{I.5
7M
67.3
u77
382
724
64.3
667
J3.F
724
63.6
S65
g0 N
69.6
643
71.0
403
60.0
543
60.7
474
49.7
643
524
4661
458
32.6
543
428
452
34.8US
446
29,0
60
349
436
24.8
543
321
430
21.7
543
30.7
426
96N
67.3
478
56A
421
47.6
478
49.7
419
40.9
478
432
4125
r470
408
71.6
478
34.6
400
267
478
320
395
239
478
28.120.6
ne
25.8
380
179
478
T42
3]6
403
37T
41.1
341
33.5377
34.6
335
28.8
377
30.0
no6
325
1
ffi7
377
720
31111h
37.1
357
37.8
32]
30,9
357
31.5
318
26.5
367
27.6
3134
303
-6
357
-0
JOS
18-512D
[0aN
h
292
306
29.8
279
24.5
We
21,1
274
21.0
308
21.7
270
?a7
183
306
17.3
263
1"N
17.0
212
172
196
TABLE fib
Mchor
90.bate: 2Tk Comrera
Ca aN Table bs
3.5R Cam. FbOor wu Fued CMU I PT Woad Me71
Arclpr ryp<
316•EI40
t]baem
1F1'EkO
un-
5116, Ek0
U,
3110•EIeo
Ur--
7/4•Eko
uroaam
1/4• SS EF.a
AOOn:Ca.
NIO' E1co
Uemmn
1/4• SS Eko
AgUeGaWr
W0 Bled
Sanw(G5)
012 8ted
8_PS)
8'12 Steil
3crew(G5)
Anchor Clip Patteme
2117
1•
2•iQ•
}uB'
1•
1'
2-117
7
}7/8'
7
048•
- 0.54•
0.324'13/4•
Edge Getence Cm)
1•
'I-314'
1-314'
7
1.11P
1/4•
1.114'
1-1/4•
1-1W
7
1-315'
I-W
cedes
2 Ancham (14.74' Mh O.G / Stavdard or dine[GIP (Fig. 1fl2k
390 Ws
390 Ws
4501.
69010s
1644bs
270 bs
Be
740 Ws
374I.
6641.
sign.
341 156F4421bs
5B01b4
4 AmMn 225•MN. O.C./Standad (ar OOs40 Gb (Flp. 7k
T006s
7001.
SBO Ws
14f01.
9521ba
WA
WA
690 Ws
WA
8801.
WA
fiB2 Ws
1120I.B
Archoca @ 1.'S. MN. O,c,1 S4,dacd (or OQse1) Gtp (FI0. 4k
8B0 bs
1400 ®s
WA
WA
WA
WA
M3u�
WA
WA
WAWA
WA
1363 Wa
2240 I.R)
245 An91e Cops / lFg.ks7RFI
680 bs
15M Q3
18961u
540 W9
WA
700 Wa
7481.
9a01ba
1SU lbs
602 b9
1120 Ws]'!Nrt
O.C. / R) 2a5 An01e Caps / ffp. 0):
11701.
1170 Ws
f020 We0
bs
2844 bs
870 Ws
WA
77401.
1122 4s
7320 bs
m,a Wa
10221.
1680 ®s
4 Arotrom ®0.45• MIn. O.G / LLGgp, M1o.725' Atam. (Fp. Tk
WA
WA
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WA
WA
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WA
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341 I.
14301.2AnchaeO.CIFabek
S60 Ws
110 ba
350 Ba
290 Ws
TOS Wa
470 Ws
WA
WA
315 Ws
NIA
d4010s
68Z Ws
1120 7m
410 hm 01.15SIN. IFm.9k
4ssWA
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rn
on rt to
WA
N!A
WA
WA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND,
FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE B: FIGURES:
FIGURES: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
L
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.�,,,u
PP-) X ( ) =ANCHOR CAP.,,,,
MULLION CAP.,m,,,,a
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
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. HOLLOW AND GROUT-FiT I
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.125"THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.129' THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
-1 1.000• r
4.000'
.125''
rxa•x.1zr�
O
m
PRODUCT REVISED
as Complying with the Florida
Building Code
NOA-No. 17-0630.01
ExpirationnDDate
e005126 /2021
BY / ��-
�``'t`�ON GENS4c'��C�� i
�.; No.58705
sZONAL E'�`�
A- LANIM11 - IV
FL P.E.# 58705
W
L
Mullion Capacity Table Ibs&) '
Opening Width(Tor wraca*sparning mellow) or Opening Height (for homnnb*6 panNrg mllliom)
50In
sow
701.
so In,
On In
100 In
120 In
140 in
1601.
1 xdx.S76
Reelanplat
Laadrg
'P0p/TdanO.
L4adng
Redanpiar
Loadin9
TrapRdana
Lmdn9
fiectanpukr
Lcedmg
71epRdnn9
Loading
RmbaW u
Loading
Tmp/TBanµ
Loodng
Ppdangular
loading
Trap lhanv.
W&II
Rectangular
L-dng
Trap/Tdag.
Loading
Rest -ad.
Loadng
TwWdpnv.
Loading
Re Wgulu
L dng
Trnplrrim.
Loodne
Redalader
Loafing
TuMTdanp.
loadW
Alum. Tube
Mullion
i
drcc�
Quo'
vgrg'
9
Z
vgg_
8g
sg
tf
ti p
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a
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e
9
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a�
b•
6
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yb �$yg
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is
421n
170.0
620
170.0
435K7"g44
170.0
479
170.0
9W
170.0
506
170.0
92
170.0
519
170.0
1115
170.0
521
17D.0
1240
170.0
521
170.0
1488
170.0
621
170.0
1735
170-0
521
170.0
1963
170.0
ml
48M
170.0
708
170.0
52450
170.0
584
170.0
992
170.0
530
170.0
1131
170.0
661
170.0
1215
170.0
fin
170.0
1417
170.0
690
170.0
1700
170.0
630
1TO.0
1983
170.0
680
151.8
2024
170.0
660
50.626 In
110.0
741
170.0
5096
170.0
631
170.0
104617ax
ss4-
irao
im5
I10.0
723
170.0
1745
1T0.0
747
170.0
1494
170.0
756
170.01783
170.0
766
168.0
1919
170.0
756
136.E
1919
170.0
716
641n
170.0
797
170.0
81256
170.0
601
1T0.a
1Ile
170.0
754
170.0
1275
170.0
803
170.0
143{
170.0
537
170.0
1594
170.0
eye
159.9
Im
1709
861
137.1
1799
170.0
WI
120.0
1799
170.0
861601n
170.0
Bfli
170.0
70187
170.0
797
170.0
1240
770.0
978
WO.0
1417
1T0.0
044
170.0
1594
110,0
NO
155.5
1619
170.0
1033
129.6
t61g
170.0
1D63
111.0
1619
170.0
1063
972
1819
170M
1053
631t1
1T0.0
830
170.0
745118
170.0
850
170.0
1302
170.0
840
170.0
1/B8
170.0
1016
i66.7
1642
170.0
1075
141.0
1542
170.0
1122
117.E
1342
168.5
1158
100.7
15/2
187.8
116f
08.1
1342
1679
1157
66In
170.0
974
170.0
769169
t70.0
903
170.0
IWA
170.0
1002
160.6
1472
170.0
ION
142-0
1472
163.5
1148
U&S
1472
158.0
1130
107.1
1472
147.8
1108
91.6
1472
146.0
1t04
90.3
1472
146A
1104
RW
170.0
106i
170.0
.870V
1T0.0
IW9.
150.E
1]20
168.2
1101
1320
13m
f19.9
108,2
1172
1320
137.8
1068
105.6
13�
12B.8
1019
58,0
132o
f17.0
1024
76,4
1320
112e
1013
66.0
1320
1125
1012
c
T6In
170.0
1122
170.0
937
149.E
1184
159.4
1013
123.2
1184
139.0
994
112.2
1184
125.7
978
99.7
1184
115.3
964
89.8
1134
WA
B52
74.8
1184
97.6
935
64.1
1184
WJ
927
56.1
1184
923
925
2
781n
tGSJ
1124
17aD
957
138.4
1124
147.0
go
118.6
1124
128.8
B47
103.6
1124
115.6
931
923
1124
105.E
816
53.0
1124
94.5
906
92
T72{
69.0
890
9,3
1124
B/2
881
51.9
1124
87.2
376
gO in
100.1
e44
111.5
7W
90.1
044
94.3
735
772
MAI
821
724
We
B44
73.3
712
GOA
844
66.6
702
64.0
84/
81A
GM
45.0
844
542
978
38.6
844
50.0
me
33.8
844
47.7
662
961n
09.1
742
91.3
663
742
742
77.2
6U
63,6
742
67.2
841
55.7
712
9.9
631
49.5
742
54.1
64
44.5
742
49.8
014
37.1
742
43.6
600
31.6
742
39.3
500
27.8
742
37.5
584
08,
62.6
586
63.9
63D
62.1
686
63.5
$21
44.7
588
16.6
513
39A
-686
41.4
605
34.8
586
37.3
495
31.3
506
342
492
26.1
389
29.5
4B1
22.7
586
289
N2
19.6
686
21.7
466
itl N
57.8
S55
58.8
SOJ
48.0
955
495
495
412
655
429
467
36.0
655
38.0
450
329
656
34.2
473
28.6
59
31.3
467
24.0
5%
27.1
457
20.6
656
24.3
448
18.0
555
2L4
442
120In
16.6
475
40.4
437
38.0
476
39.0
4M
326
q5
317
/2D
2BS
475
29.8
414
25.3
476
2fl8
409
228
475
21.5
164
10.0
479
21.1
395
16.3
175
ifl7
397
14.3
475
17.2
381
1441n
28A
MO
28.7
303
220
330
.4
XII
19.8
730
19.3
29T
16.5
MO
17.0
293
IHOLC /O
Anchor
Capacity
Table bs -
Sub uak
2.7k C-fdo
3.5k Cana.
I Holka CMU
FEW CM
PT Woad
Metal
Anchor CUP Patterns
AncMrType.
3116 FhoUltuscn
1/4'FJo°GNeom
6116 tYo
Utn-n
3i16'EkoUltrawO
7/4'Eko Uhaem
114'SS EIoa
Ag9reGataT
1116 EIC4
Ultmcan
1/4'SS l9co
AgGmC.Ir
9fO Stee4
S-(G7)S_(G5)
412 Steel
412Sted
Screw(GS)
Edo ll terce (Wj
1'
2-1?
1'
2-1?'
3,11W
1'
2-1W -
1'
2.12'
7
2'
0.48'
0.64'
0.324'
Embedmein pnj
13f4
13r4'
T 4-
1JH-
2'
1-1/4'
1-114-
1-1/P
1-114-
1.1/4'
2'
13le'
7J16
vales
2 Anchom ® 4.7.7 Min. O.C. / Standad ar 016ei qb (Fig. 142j
C8p ffW. sj
390 a,a
7009n
3901os
700 Ws
0 Ws
5801bs
890 0u
14101m
1644Ib4
852 Ws
2TO g
WA
2801be
so lbs
354 6ss
WA
74016a
0301D5
374 lb.
WA
OW
A
341 Ws
652 We
442Ite
0871hs
-90ID.14Anchue@22SMbeO.C1SWrcad(pr00aeG
1120ae
aArct-a1./S Min. O.q ISundatl (ar05seq Cep tFg. 4T
4 Arofws ]' Min. O.C. / R) 2r5 Anvla Cope / (Fp. Sj
980 bs
780 Ws
14001bn
7801Ga
WA
6801ba
WA
15W IM
WA
18981be
WA
540 Ws
7601bs
5601b4
WAWAWA
WA
7601bs
746 lb4
T6641�WOW
92In
1363 M.
692 9a
1TTOO
N5Ibe1120
22400s
be
6 Arch-. ]' W . O.C.I l23 2.3 An* Gips / lFiv. eT
71T0IOs
11701M
102t01W
234016v
29/41fx
8f0 05
8401bs
WA
1140Ibs
1122 Ls
35 We
102t6?71327
Ibs
18BO Ws
OAT Ndn. O.C.I L l 0, M-125' Aum. (Flo. 7j
2Arohom4022SMin.O.C/F-COPIFg•Bj
WA
350We -
WA
350 Wa
WA
290 Ws
WA
705 fW
WAWAWA
476 0u
WA
280 Ws
WA
-WA
WA
315 Ili
NIA
WA
WA
WA
WA
341bs
NIA
4421ts
14301bc
660 Bm4
Anchol4 0 MY 61h. O.C/ FL9p 0=12. 9T
Iso ft
TDOW4
WA
WA
NIA
WA
380In
WA
WA
WA
NIA
M2 0a
885Ito
1120Ibs
=ANCHOR CAP.,„
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
_ TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE9: 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.
FIGURE 6: FIGURE 6: FIGURE 7:
ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO 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 MAY BE STEEL, 18.8 S.S. OR 410 S.S.
H iT .2 L
a CO LO
x
2 (~] x Q
Z Q
} a� m0s
a0
U Is I.,
s@ -
PRODUCT REVISED
as complyln with the Florida
Building Code
NOA-No. 17.0630.01
Expiration Data 05/2612021
By
If cE.... 4f �� ,. � SF •' `(CST
NO. 58705
58705
Mullion Capacity Table Ibsllts
Opening Width (forveilImEy-spanning
mlrFons) or Opening Height (forhadmnle2y-Spanning mullom)
SO In
601.
701n
80 In
BON
1001n
12D In
Min
160 In
125" t
Rectangular
L-InB
Tuprrdelgt
LoOdn➢
Raatm➢dar.
taadn9
T-19V -a.
Lmdn9
Reclan@11ar
Loa09
Treprt,img.
Loadng
Rcetan➢dar
Loadn9
ThpmW9.
Loadn9
Raelarl@dar
Lancing
TmpRdeng.
LoednD
Reetenp0a7
LaadnB
i pRdan&
Loo9ng
Reelaredar
Loedrq
TraplTdan0.
La 9
P9ctalgdar
Loadln➢
1hpRdan➢.
Laadne
Ra tmytar
Lmdn➢
TraWTden0.
L-Nq
3265"Alu m
Mug
io
aar8�$
8f�
za$�8$a�
1`��a�1
b a�a
_�a og3
�rc
�
��dyg '
Fsae
A3• �
B
�a$g�a�
d�Fg �
Fd�`a¢
�6''
.S�F" a�
F8S
�erc
r5�B7
�.
�Vi_�e:
5�a B�.
S3`��
6�S, B8"��rcP
55
2
D��
8�p�8
�8Fi.' e�JR
tRTube
H
¢
1
1s
1�e�t
¢
42 in
170.0
820
1170.0
435
170.0
7"
170.0
478
170.0
SO
170.0
506
170.0
992
ITO.0
519
170.0
1118
170.0
521
170.0
1240
170.0
521
170.D
1488
170.11
621
170.0
1735
170.0
521
151.E
1769
170.0
521
461n
170.0
7D8
1 170.0
524
170A
650
170-0
S84
170.0
992
170.0
630
170.0
1133
170.0
681
17D.0
1275
170D
677
170.0
1417
170.0
Sao
151.E
1648
17oo
6s0
1327
lsla
170.0
a80
lim
1545
170.0
Sao
50.625 in
170-0
747
170.0
563
170.0
896
170.0
631
170.0
7046
170.0
684
170.0
1195
170.0
723
01.0
1345
170.0
747
167.0
1468
V0.0
758
139.2
14H
170.0
756
1193
1468
17D.0
756
104.4
14"
170.0
758
54 In
170.0
797
1 110.0
612
170.0
1 955-
170.0
691
170.0
1119
170.0
754
170.0
1273
170.0
803
163.1
1376
170.0
837
148-8
1316
170.0
856
t22,3
1376
170.0
851
104.8
1376
170.0
861
S1.7
1378
170.0
891
601n
170.0
685
17D.0701
170.0
1063
170.0
797
IS&D
1155
170.0
are
129.0.
1158
167.4
920
123.6
1158
156.8
SIR
111.2
1158
150.0
912
S2.7
1168
144.8
OCR
79A
U58
144.5
905
69.5
1155
144.8
DOS
631n
170.0
930
1 170A
745
160,1
1051
1 170.0
060
137.2
1061
155.9
862
120.1
1051
142.0
849
103.7
1051
132.3
837
ScA
1051
125.7
330
80-1
1051
119.5
822
88.6
1051
1IDA
521
-60.0
1051
119.1
821
661n
167-1
867
17o.0
7a9
138.3
957
151.6
804
119.4
957
134.0
790
104.4
957
121.6
777
92.8
957
112,8
767
83.6
951
IC6.6
769
69.5
957
10U.0
750
69]
957
96,0
748
522
657
68.9
748
c
m
721n
1213.7
w4
1352
698
107.3
604
1152
6U
61.9
1 BC4
101.3
671
W.1
1 804
91.4
660
71.5
604
841
650
94.4
apt
78.5
60
53.6
SM
7Z3
833
45.0
804
63.9
629
402
804
69.8
626
v
76In
109A
722 .
116.4
630
812
722
872
618
782
722
85.3
806
68.4
722
76.7
6%
60.8
722
70.3
688
54.7
722
85.5
590
45.5
722
68.5
570
39.1
722
38.7
565
342
722
582
66!
781.
1012
$05
105.8
BCD
84.4
685
89.6
588
723
655
75.6
5T7
585
70.5
568
562
W5
04.5
560
60.6
685
60.1
SO
42.2
685
84.3
N3
36.2
685
51.4
637
31.6
585
50.7
5m
go In
65.9
513
W.0
457
54.9
515
57.5
449
47.1
DID
50.1
441
616
44.7
434
3&6
515
40.6
425
33.0
615
37.4
422
27.5
515
33.1
413
24.5
M5
30.5
407
20.8
515
29.1
404
9B In
64.3
453
55.8
404
45.3
453
47.1
397
38.6
453
41.0
391
453
36.4
385
302
453
33.0
379
272
{63
30.4
37/
22.6
45i
26fi
36619.4
453
24.3
380
17.0
453
22.9
356
108 to
35.1
358
39.0
323
31.8
356
32.8
318
27.2
358
28.4
317
r41.2
358
25.2
308
212
358
22.7
304
19.1
358
m.a
300
15A.
359
1&0
293111D1
35.1
338
35A
306
203
338
30.1
301
25.1
338
261
297
338
Z1229J19.5
378
20.9
289
17.6
33819.1
28520
b
27.8
290
2&3
284
2&2
290
2&8
260
19A
290
20.6
258
2B0
182
25J
15.{
290
I8,1
2/9
1441n
18.1
201
15.3
186
TALI C 00
AnchorCepacity
Table Ibs
sMswla
Z7K Cbrclde
aftcow.l
HO CIVIL!
Flied CMU
PTwmd
tidal
AnetlorCllp Petmme
3ha Elco Unrsm
yr FtoUNa:on
5't6'i]CO
unmlon
3r16'BcoURrsm
v4•FJeourracort
V4'ss Elco
A99re=r
&16'aco
UVdtm
VrSS6ko
A90n:Gad
OVSted
screw (GS)serer
e12SUel
(65)
81291t 1
Scre4 (C5)
Ed-W Dstarce Qnj
1'
2-1/2'
1'
2-112-
MIT
r
2-vr
1'
2-117
r
stv
z
0.48'
0.5r
0.32C
Emtedne➢
1314'
13'4'
7 V4•
iS/4•
r
1-v4•
1-vr
1.114'
1-V4•
/-114'
i-vd•
r
1:18'
ts/s
lames
2.4
300 ms
390Its
450 T9
coo Its
7671 Olt
90108
1e0 bD
364 9u
7401W
374 U.
sum
O48I1a
341 Us
d421m
560 an
4 Anchors@ IAV Min.O.0 l sta=mW 68eQ COP I994
480 bs
70061t
WA
WA
N/A
WA
30) bs
WA
WA
NIA
WA
WA
682114
B95 tls
112110s
4 Anch' @ 3' MIM O.C./ (a) 2c5An9leClip9 / (H¢ 37
780IDs
7W ins
Sao 0"
ism r.
t� b9
640109
5m bs
N/A
7601bs
74810s
am Dm
1em 1s
692 P9
8B5 bs
1120 W
4 ArcMrs gj 0.45'MIn O,C./ uLrp• 1180.1261 Alum. lFlg 47
N/A
WA
WA
WA
NrA
NIA
WA
NIA
WA
NIA
WA
WA
N/A
WA
t430W
1 AKlgrl FCIIp (Mg.a
195 b3
196 W
226 ba
44S 9 v .
822109
t35 bs
1401.
fl/ ms
370IM
187Iba
332 dd
4731as
17D W
2211[e
280 bs
2 Antron ®113-MIn O.C1 F-U % 6Y
240 bs
350 ba
NIA
WA
N/A
NIA
780 Re
NIA
WA
NIA
WA
NW
%1 R79
1.
560 b9
NU I t: FUK 1 tit U1-tJt I ULIP, Ubt I Ht bAMM A UM V K -1 1- - -1- vw-uca - r - a 1 W v - -1.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
CUP MUST
® 0
d
BE USED
IN PAIRS.
FIGURE 4: FIGURE 6:
FIGURE 6:
.
®
•
•
TABLE NOTES
ANUHUKUAYAUIITAUJUbIMMJ FVKWULAt
X (ANCHONR CAP._ANCHOR CAP.-
MULLIO
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MU WON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6053-TB AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125-THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
910 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S.
F
00
Z
u
.z
m
o
@
W
Of
x
~
N
i2
a
e r
2...0
1
}
-
B
,.o >
O
o'
91
1ab
PRODUCT'REVISED
as comp ing with the Florida
Dullding
ode
IN 0.
17-0630.01
Fxpiration Date 05126/2021
By
Mlaml-Dad
roduct Control
* NO. 58705
'0� 'a').
E dam'-.
�CCS' ORIDP•-•G�C����
LIENI� ��
TABLE 9A
' Mullion Capeoiry Teblo (Os9gt1)�
Opening Width (forveNcaP/-spanning
mt4ap5) or Opening Helaht (for hodzonteOJ-spanning mWOona)
50in
6O IS
701n
a0h
gain
100 in
1201n
Id0In
ISO In
1T513.25
Reclanykr
Leading
Trapldeng•
Leafing
Rac1a09a1V
Loadng
7taPlydaM•
Loading
RaelangWar
Loading
TaprTrL ng.
loadrq
Rxtangular
lmdhg
TopRdang,
Loadn9
Rad. War
-LeadaO
TmPrrdan9.
Ledng
Raetaa9aler
Loado,0
TrapmtanIt.
Lea41v9
Rmtan0aler
Loading
T-PRdwa
Loading
RaetanWlar
LeadN9
TnpRdan9•
Leading
RaclmOWar
Leading
Trapl7dan0
I.-Ung
%.100
Alum. Tub a
`
Is
_
p1111111
d&
Ta
i 1
i
ggMullion
g'-'
3
8
s
K
1
3@
f
i9
28
d@
s
`
d8
a
`Ae
dd
iC
dd
a@
ZS
421.
1780
620
170.0
435
170.0
T44
170.0
475
Ilan
US
170.0
605
1700
SOD
170.0
519
17a.0
1118
170.0
521
153.3
1118
170.0
521
127.7
7118
170.0
b21
1015
1118
17a.0
521
918
1118
170.0
621
40N
170.0
708
170.0
624
1T0.0
850
170.0
6tN
167.8
918
1i0.0
630
115.7
978
170.0
861
1384
870
170.0
6T7
117.J
B78
170.0
68T
87O8
978
170.0
980
03.8
978
170.0
fi80
713
87B
170.D
880
50.B25 N
170.0
747
170.0
583
1T0,o
888
170,0
831
150.7
927
170.0
684
171.8
B27
1885
708
7172
827
158.1
889
166.E
B2T
15e.3
698
8T.9
82T
1643
895
75.4
BZ7
1fi9.7
895
848
B27
1543
506
54N
170.0
7B7
170.0
812
1fi4.5
888
170.0
BB1
1325
888
163.8
883
1119
B89
1N.B
869
161.0
869
134.0
680
917
889
129.8
854
71,]
99
128.9
652
0.2
ass
128E
6MU
$7.9
669
128E
652
BON
1432
746
1518
8M
119.4
T4B
1323
e20
1013
746
W.8
Bab
89.5
740
107.E
fee
79.0
746
101.0
592
71.6
748
08.0
587
59.7
748
013
653
51.2
746
93.3
583
44.8
146
933
583
631n
123.1
677
1310
579
103.1
877
113.2
SO
83.4
677
100.4
555
77.3
OR
SiA
US
Bel
67T
85.2
539
61.9
677
81.0
534
51.6
671
77.0
029
442
477
76.7
fi28
3B.7
677
70.7
NO
65 In
1071
ell
114.1
830
NJ
ell
07.6
519
70.0
ell
883
W9
873
ell
78.3
600
59.8
817
726
494
MS
817
68.7
I88
44.8
817
BL4
4e]
38A
617
63.7
482
318
817
687
482
'4
72In
S2.5
519
e7.1
450
eat
Ste
74.2
440
59.2
SO
05.2
432
51.0
516
58A
426
46.1
518
94.2
419
41.4
518
5W
414
MS
518
446
408
29.0
516
45.0
05
21B
618
46.0
405
1
ka
78N
70A
165
71T
4afi
68T
166
82.B
398
60.!
48B
.51.9
7e0
11.1
465
49.4
3B1
392
4es
11]
378
962
463
422
374
28{
485
543
367
T5.2
465
38.5
394
120
465
3BT
189
786
052
4N
880
387
fi43
191
67.7
RB
10.8
44t
0ae
772
108
441
/6A
388
382
IN
41.8
380
918
141
78.7
358
272
Y7
Sl9
348
23.!
N7
33.1
315
20.4
Idt
917
346
90h
111
332
43.1
295
361
MZ
37.0
289
30.3
332
323
284
26.5
332
28.8
280
23.6
332
28.1
276
21.2
332
24.1
272
17.7
332
21.3
28a
15.2
377
19.8
182
/3.3
932
187
R50
86h
35.0
2B1
55.6
160
20.1
St
3a.9
259
25.0
291
284
262
119
�1
235
14B
IBA
291
21.3
244
IT.S
291
19.5
241
l48
291
17.1
238
12.3
291
165
237
fO8In
24.e
230
25.1
208
285
230
21.1
203
17.5
230
143
701
i6A
230
182
198
Ill (a
21.8
218
211
197
ISO
216
19A
194
iB.2
218
16B
18t
4.1
218
14.0
188
120 in
17.9
107
18.2
170
14.3
187
15.3
187
TABLE 96
AnchorCa aclty Table (Ibs
Subsfrote:
2.7k CanOmte
3.5k Cone.
HOD..Cmu
FOIed Ch81
PTWOW
Metal
i74' Elea Uloaeml
�M
3'18• FJiO Wmcon
VP FJco Nlneon
i/d' SS Elva
Or Etcc
114' 85 Etc.
MO Steel
M25md
screw(c5)
0125teal
serow(Os)
AtmlarTypa:
31t6' Oco Wntcon
Ae9__,_
uimcan
A9gm0a[er
scre4 (Os7
Anchor COp Patterns
Distance On):
1'
2-1P1
1'
2.112'
3.110'
1•
2-U2•
1•
Y
341E
Y
OAV
0.54•
0,324•
Eope
Embedment (NY
1 W4•
1Er4'
1-Wr
1a14-
Y
1-V4'
1-114'
14[4?
1-Iw
1-I14'
r
1.318•
tale'
1a(k9
2 Andmm ®4.75•MIn.O.C./8landara or OS[ei CHIDtFlg 1Y
390W
3D IIba
4501bs
ago @a
1644 Ibs
2701b9
2W ma
35410s
374 Ns
861 Iba
9481W
3411ba
442Its
BOO !be
4 Anchmary 1.15•MIn O.C./ 9tandatd(OrORca0-MP (F19. 2Y
4811 Wa
700ma
WA
WA
WA
WA
3BOBe
NIA
N760[k.
WA
WA
WA
6a2)be
0411ha
11204s
4 Arohcrs 1' S1kt O.C.I (2) 2%5 Anp10 Olps / (Fq, sY
7n iba
7601bs
so Ra
1660 Da
1896 W
640 ros
5601ba
WA
1892 iba
882 Oe
BOS lha
1120to
3AMb4 m ®0.84' Mh O.C. 7 ULDp, hlo-10P AWm. (FIO.4Y
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
.NIA
9501ba
1 MshW!FLOP012. by
195 9ss
195 Iba
2251W
445 No
822 Ws
135 bs
14D Dw
1771.
107 MR
3321ba
47J Ills
170 ms2
Andras @ I.1S Min. O.CJ FLOP 09. BY
240 ma
3W Ibe
WA
WA
WA
WA
190 ft.
WA
WA
I NIA
WA
311 16a
d121ha
SBO lbs
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,,,) X \ ANCHOR CAP.,-,,,,,) QANCHOR CAP. -
'LION 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 QUAUFY
ADDITIOL ANCHOR OPTIONS FROM THE
ANCHOR CNAAPACITY TABLE
FIGURE 1: FIGURE 2:
• •
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
--1.250°-1
1.250' 1
LID
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
CLIP MUST
® BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
1-0b
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 G80. 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(18 GAUGE. STRUCTURAL STEELTO BEAT LEAST.125- THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 8 1$12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 B.S.
-
3.260' 3260'
.100• .100'
1.25° X 3.25X.100' 1,25• X3.25` X.100•
MULLION FOR MULLION FOR
FIELD -MULLED UNITS FACTORY -MULLED UNI
6
x
0
U
PRODUCT REVISED
ns complyyingg with the Florida
Building Codo
NOA-No. 17-0630.01
Pxpl-tion Date.Q5/26/2021
No. 5B705 r
:�Nft ffTE �'F)�
Ftr�.. �ORIDA. _�.fn�
58705
I Atli- lUA
Mullion cepnolry Table b.#(a)
Opening Width (forvgdica0yspauning
motions) or opening Height (forhodzaNaay-spWdng md6o7s)
50 In
60In
7010
so in
00 to
100 in
120 In
1401.
1601.
126 N326
Raetongular
LaednB
Trap/n g•
Loadhq
RoctangWar
Loading
Tnprtriang.
Laadng
Rdrinngular
Loading
Tnpr &q.
L-r g
Raebngular
Loafing
Twp/rdang.
Ludna
Raclaipdar
L0adn9
Tnp77dnng.
Loadn9
Roelan9n1v
Loadng
Toplirbn2.
Laading
P d.gutar
Lc t.
TnpTdang.
Loading
R4 WgWsr
Lodhg
Tn4JTran1.
Loading
RectangWar
Looding
Treprrrkup
L4ding
x .624
Alum. Tube
Mullion
.0
o
ti .-.
�,�
,ts
�
a
� .-
S3
P
� ._
£�
�
� ,-.
�E
E
�
6
g'+•e
6,.
�
rgi
g
1.7
20
5
f
o
a
2 s
c�,`
5
�
rBa
E .-.
S�
3
'E
3
� i;
��
P
5
��
•uF a
�o
r�''
�
Y
•8 ..
'@
5'u
F
.,
g
''
�'_.
F
,. ,..
�2
{
B
�€
�'5
�
>
� B
u`
Ell
3:
-
s
g B
a
4L
r"
Se
ti
bi
42 in
170.0
620
170.0
435
170.0
744
170.0
47B
170.0
868
170.0
506
I?D.0
092
170.0
613
170.0
1116
170.0
621
170.0
t240
170.0
521
170.0
14BB
170.0
621
170.0
173E
f70.0
621
170.0
1983
1To.0
52f
de In
170.0
T08
170.0
524
170.0
850
17OX
584
1".0
992
170.0
630
170.0
1133
170.0
661
170.0
127E
170.0
677
170.0
U17
170.0
600
170.0
1700
170.0
680
169.7
1879
170.0
6B0
148.E
197t
172.0
680
5afi25h
170.0
T4T
170.0
663
170.0
896
170.0
631
170.0
ID46
170.0
684
170.0
Iiss
170.0
723
110.0
1346
17U
747
170.0
1494
170.0
766
170.0
1793
170.0
756
152E
Ion
170.0
756
133.6
1877
170.0
756
54In
170.0
747
1T0.0
Bill
1T0.0
966
170.0
691
170.0
1116
170.0
764
170.0
127E
170.0
H03
110A
143d
170.0
837
170.0
1594
170.0
96
156A
1768
170.0
061
131.1
1759
170.0
sot
117.3
1759
170.0
881
Soto
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
670
170.0
1417
170.0
SU
161.1
1511
170.0
996
145.0
1511
170.0
1033
120.8
1511
170.0
10fi3
103.E
1511
f10.0
tOfi3
90.8
15N
170.0
10fi3
631n
170.0
930
170.0
746
170.0
1118
170.0
B60
170.0
1302
170.0
94a
156E
1JT0
170,0
101E
1392
1310
170.0
107E
125.3
1370
164.0
1032
IUA
1370
165.9
1072
89.E
A70
155.3
1070
78.3
1770
1653
7070
m
961n
170.0
974
170.0
789
170.0
1169
170.0
SM
165.5
124E
170.0
1002
135.2
1249
168.6
1013
121.1
1248
147.1
100D
108.9
1240
139.0
969
90.0
1246
130.4
978
77.0
1240
129.0
B76
68.1
12"
129.0
975
m
J
Min
167.8
10d9
f70.0
878
/70.9
10/9
150.2
892
119.9
10f9
132.1
B76
101.9
1049
119.1
660
93]
1049
1097
848
83.5
1949
102.7
RM
69.3
1049
94.3
026
59.9
1049
91.2
820
624
1049
91.1
820
o
T6 in
142,7
S31
149.1
822
ite.9
941
1288
B05
101.9
4f1
1112
791
g92
941
100.0
777
79.3
941
91.7
766
71.4
941
85.6
767
69.6
941
77.6
744
51.0
941
74.0
737
44.6
all
73.3
Tdfi
tOln
132.0
894
137.G
7W
110.0
891
11G.9
767
94.3
094
102.4
753
82A
894
91.9
740
73.3
694
B4.1
730
66.0
894
71.3
721
66.0
894
70.7
707
47.1
1%
67.0
701
41.3
BM
68.1
696
9
gal.
05.9
671
88.7
598
71.E
671
7/.9
605
61A
671
65.7
676
67.7
871
E0.2
666
47.7
671
629
SSB
43.0
671
419
651
J6,B
871
13.1
699
7o.T
671
79.7
531
26.9
67137.9
626
961n
70.0
690
723
52T
59.0
690
etA
61B
50.8
1..
53A
609
Id.3
690
47.E
6U
93J
590
130
411
36.1
690
395
40a
29-6
191
34.7
477
25.9
690
31b
483
72.1
690
29.0
16/
1M In
49.7
486
60.1
421
41A
466
42.6
4U
355
IHB
31.1
10B
31.1
496
329
402
27.5
456
29.7
396
24.9
408
27.1
3B1
20.1
466
23.6
382
17.8
466
212
376
15.5
466
19.6
370
1111n
dS.B
M7
4G.7
400
38-2
441
39]
393
32.7
441
34.1
387
29.6
441
30.2
382
26A
441
27.2
376
22.9
441
2A.9
372
19.1
"1
21.6
363-
MIA
"1
19.3
356
14.3
441
17.8
351
1201n
38.]
378
76A
341
702
378
31.0
339
26.9
37g
26.B
376
22.7
378
23.1
329
20.1
37B
21.3
325
18.1
378
195
721
15.1
3TH
18.7
314
-
INIn
21.0
262
212
2A2
17.5
262
1T.B
239
ILL)
262
15.3
23B
TAt3Lt TUC
Mehor CepaGry Table (Ihx) -
SU06Iraln
27K Cererde
aBK Cone.
I no--u
I'TWood
Meta
ytE EleO
114'SS I7cg
AWEENo
tl10 Sta4
of2stwl
meled
911E Gc0 Ulram
1/4'f]Coupmt0n
u11.10A
AfE l7t:o Utracon
11r FJco U0r4c0n
AggeG90r
Umecm
a'.M (Gf)9crbsv
(OS)
Scna7 (GS)
AnchorCllp Pattern@
Edge dsfarce Bn'
1'
2-1/2'
1'
2-112'
4-11B•
r
2-If2
1'
2-1/2
2'
3418'0,48"
05r
0.324•
EmOednHll n
13/4•
1-5r
13/4'
lair
Y
1-114'
1-1/4'
1-1/4'
1-71r
I-lW
1-1/r1-38•
F
Vvir
%-A-
2Anen.04.7E MIN O.C./SIan08N ttOOsei COP (Rg.1
300 I55
3gf105
45D IDB
ammo
1644lbs
270 b5
2001b9
3G61D5
7/01ta
3741bs
66401a
341 Ibs
4420a
S60 ga
4 Anctw9 ®1.15• MIn O.0 19ta1dald (ar ORsel) COD (Flg. 2)
180 Dts
7W ins
WA
WA
ILA
NIA
3BOOa'
WA
WA
N1A
WAfi821bs
BBS Ibi
111A ins4AMho.
go3MIn. O.C. 1(2) 2r5 Aoo7 a1p51(Fig.4
7m ins
7B0 B»
68010s
150IW
Jews4
610 is5601te
NIA
7601b9
748 ins
8801�
fiB2 ma
BBS Its
11271b490.54-UK
O.C./ u�Cp, Wo.100• ANm" 4
N/A
WA
NW
WA
NIA
NIA
WA
NIA
WA
NIA
WA.
NIA
WA
950 ins
1 Amhor/FC0p (ig. 5T
105 ins
195049
2251bs
445 B.
82203f
135 b9
1409.
IT7105
3701es
187Ihs
332 am
4731hf
170lbs
221 an
-1.
2AM11030I.1EMIN O.Cl FCgp (ROB
24010!
350 m5
WA
NIA
NIA
NM
1002n
WA
WA
WA
WA
I
941 Ibf
442I�
f60 m0
FIGURE I: FIGURE 2:
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
IN PAIRS' GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
• .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICKAND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
FIGURE 3:'
s •
FIGURE 4: FIGURE 5:
i �
•
TABLE NOTES: _
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
=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
12S'X 325' X.624" 1.25' X 3.25"X.624-
MULLION FOR MULLION FOR
FIELD -MULLED UNITS FACTORY -MULLED UNITS
PRODUCT REVISED '
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Pxplration Date 05/2612021
,�'C� •' W,WCEN3F �/�C� i
*.P:. No.58705 *�
O ST, O �=
�i�4�31'"•"ORIDP, \�
i77 ANAL E11.
_ -A_.:LYNN:(441L.16�EH,.2,E'..
FL P.E.# 58705
TABLE 11A
Mullion capacity Table llbartl])
Opening Wdth (9lrvedies9Y6parding
mt6iors) orOpening Height
90 h
(for hcrizortaty-spsRfirg
mdfiors)
so h
60 in
70 h
BO In I
100 h
120 in
140 in
160 h
125 Z394
Rochm Liar
LOa4mA
TrapTdang-
Lording
RaYongul
Lnad4q
Tmp/rr®n9-
L➢aSmg
Ro0,an9ulet
L d'vg
TmPrrd-.
Lwd019
Rertangula
Loafing
TnPTdang.
Loafing
Rocun9ular
Idad'vg
7m91h. g.
Loading
Ram,gular
Loading
Tmpndanp.
LoadhB
Raea,eola
Londng
TrrpTda,¢
Leading
Raaa g9
U ding
Tmplydang.
Laadq
Rset gdar
Lmding
Tmpr7rleig.
Loadlnp
Y -624
Aluri Tuba
Manion
a
a
e'
oe
5
s�
Ili
a
_..
.�'
E
u�
at•
)3e
6'
�,k
�'
;�,
%$-
m
'•
.6
oa
�'
+
ale
d`
.5�
a`s
A�
.63,
�5
a`a�
g
6�
£_
o�'
5'
-s�
£..
e�
-pi'=u.
�a
'E
�'
z�€
.,
.e
Q
Iaio
a�
9 ;
GaGo
Pe
3a
B§
<
Sa
p
S
o
--
.;
c'o
��
9
-c ..
�`
is
•E
u
ifla
�;
u9•
e
121n
110.0
620
1T0.0
636
17C.0
T4/
170A
4T8
170.0
86B
170.0
506
170.0
992
170.0
519
1740
1116
170.0
521
170.0
1240
170-0
521
170.0
UBg
170.0
521
170.0
1T35
170.0
521
1T0.0
1987
1T0.0
521
481.
170.0
TOO
170.0
524
170.0
He
170.0
5N
170.0
992
170.0
fi70
170A
1133
1TOA
661
170-0
1275
170.0
677
170.0
1417
170-0
Egg
17➢A
1700
1740
6B3
.170.0
1983
170A
:680
1T0.0
2267
170.0
E00
50.623 in
170.0
AlT
1T0.0
6fi3
170.0
896
7T0.0
631
170.0
1045
170.0
634
1T40
1195
170.0
723
110.1
1145
R.
741
170.0
1494
170-0
T58
179.0
1793
170-0
70
170.0
2092
17U
766
1740
2391
170.0
766
54in
170.0
797
770A
612
170.0
956
170.0
691
170.0
111fi
170.0
754
1T0.0
1I76
170.0
egg
170-0
1431
170.0
837
170.0
1694
170.0
B56
170.9
1913
IT0.P
Sol
170.0
MI
170.0
861
150.2
2403
170.0
861
607n
170.0
BBS
1TPA
TO1
t70A
109
170.0
797
170.0
1240
170.0
878
179.0
f117
170.0
9N
170.0
1594
1T0.0
996
171.0
1TT1
110.0
1033
170.0
2125
170.0
1063
14fi3
2183
170.0
1063
125.8
2163
170.0
7063
63 in
1T0,0
930
1T0.0
745
170.0
1,IS
170.0
97
1T0.0
1302
770.0
940
170.0
14BB
170A
f016
170A
1673
170.0
7078
170.0
1859
170-0
1122
158.9
2060
1740
1168
134.5
7060
170.0
1171
117-7
2060
170.0
1171
§m
661n
170.0
974
179.0
789
170.0
1169
770.0
903
170.0
1384
170.0
1002
170.0
155E
170A
1066
1)0.a
1753
170.0
1155
7T0.0
1918
170A
1210
143.0
1966
170.0
1275
1226
1%6
170D
1286
10T2
t96fi
170.0
120fi
C
721n
170.0
1063
170.0
878
170.0
17T5
170.0
INS
170.0
1468
170.0
7126
VS.
1700
170-0
1228
156.1
1Td4
170.0
1315
738.7
1734
t64g
1386
1156
1731
155.3
1364
99.1
173/
150.1
1362
A6.7
1T34
1503
1352
•j
iS
761n
170.0
1122
179.0
33T
170.0
134fi
170.0
Idea
1585
1555
170.0
1209
147A
1fi66
1652
12ES
13 LT
15S6
16L5
12fi6
1179
1556
t41.3
1251
98.3
i55fi
128.7
1229
042
1556
1T23
1219
13.7
1656
1212
1➢19
78 in
170.0
1151
170.0
967
1T0.0
1781
170.0
1116
755.9
117!
1593
1246
136A
1477
152.0
1724
1212
1471
139.1
1206
109.1
1477
129.5
1131
90.9
U77
ilS9
1169
773
U77
110B
1168
662
1477
7a93
1164
g
90in
1420
1110
1465
986
1184
1110
123.9
IN
101.E
ilia
1079
9fil
848
1110
563
936
T49
1110
97.5
922
71.0
1/10
80.7
sic
92
1110
713
897
50,7
1110
65.a.
Wt
WA
1110
627
870
96 in
117.0
9T5
120.3
072
97.5
9T5
1015
89
B7.S
975
BB3
842
732
976
7B.6
129
66.0
975
712
017
S&S
975
GSA
807
48.8
975
67.4
789
11.9
975
529
776
36.6
976
I➢3
76T
login
822
771
84.0
605
68.5
Tit
70.7
GIB
SB.7
771
613
674
61/
771
SU
564
45.7
R1
49.0
69
41.1
771
4tA
W7
34.3
777
78B
fi37
29A
771
35.0
621
25.7
771
32A
fit?
1111n
76.T
730
71.3
661
fill
730
65.0
650
61.1
730
563
6l0
4.3
T30
49.9
fill
421
740
d5.0
672
3/.9
Tag
41.1
611
315
730
Sib
600
27.0
730
31.9
689
237
730
19.5
587
1201n
59.2
623
61-0
Sfi9
19.9
624
512
69
42.B
624
df.3
553
775
62d
99.2
3S4
33.3
524
353
537
30.0
VA
32.2
fill
25.0
624
177
G79
21A
624
24.fi
509
14T
621
223
501
1441n
34.7
173
35.1
400
20.9
433
129A
395
24.9
433
25A
1 390
21.7
433
224
385
1 193
433
1 20.0
381
v.9
4MI
102
3T6
TA13LE116
MchorCapaehy Table (lba)
sumham
27k Comet.
2.5k Care.
I HOW4CdU
Filed CMIJ
PT Wood
Meta
Y76'Etto
Vr SS6ce
5flo Eico
VCSS Elm
WOSted
Ui2Ste°fNIQSI�JP3AntraType
&IS'BOo 1106011
V4'EIco URrdcon
Ullrcal
8'76'Bco Utraal
vd'FJcoUTracOn
Aggeba0r
UOIazm
AGZ)AnchorC6pPntl6maEdge
+
2-Vr
1
z-vz-Vr
r.
8-1/6'
r
o.4s•
Qsr•n1r13/4•
Bs1-111)
7.Yr
r
1-114'
1-VI
/•774'
1-Vr
1-4•
/-vr
r
iJ'IB"
15/8'2
AnChae @ 4.75 MIR O.C.I Stardad a 08501 COP g09. 1T
390m3
ago 9s
4`A 10s
BD0 26
1664 ors
T70 ors
280 m;
554 ors
740IW
37d 91s
B64 2.
64s Ito
311 ors
4/2101e4
Archers 01.1Y MIrt O.O / StmOud (a OWAOCtp 09 274801.
T00 Bs
NIA
N'A
NIA
NIA
98011s
WA
WA
NIA
WA
WA
6820a
685 k5s215AIg1e
Cis / tFig 4)
780 ors
7Bo m+
6a) ma
15M Ibe
10.961b!
me m!
550IIs
NIA
76010s
74B ors
gag ors
18920s
602 ors
6851t.sdArclr084]O94•
Mln. O.C. / U�71p,AWm M 4)
NIA
WA
N/A
WA
NIA
N!A
WAWANIA
WA
WA
WA
WA
eim
ms
1870s
2250u1400E
177IM
370 its
157 ors
93211s
4738s
170leg
221 UZs35U
Us
WA
WA
NIA
WA
190160
WA
WA
N/A
WAs
FIGURE 1: FIGURE2'r -*
: .
FIGURE 3:
FIGURE 4: FIGURE 5:
m
-
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
•
•
TABLE NOTES:
ANl:r1 V K I:AYAu i I TAW ua 1 Mery I rvmmu• ••'
fp �)X\ANCHOR CAP.,, ,;,\=ANCHOR CAP.-
MULLION
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY -TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5AND BEA MINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE33AND'
.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. OR410 S.S.
125' X 3.94' X.624'
PRODUCT REVISED
a3 complyyingg with the Florida
BL7lding Code
NOA-No. 17-0630.01
Elrplra0on Date 05/2612021
.100 LYNy ////i
fly; • t.10ENSF ., /�` .
*.: No. 587t7,5
C� •'•FZORIOP.•.•'
�. ..........
68705
1lneLG I[H
' Mullion Capacity Table Ibse
' Opening Width (for wrlicaly-spanrdrg
miGons) or Opening Height (for tudzordelpspardirg mulnons)
'
50 iI
60 h
70 M
501.
Go in
1001.
120 in
1401n
160 N
2%4%26
rlecly10ulm
lnadvq
hap/Tda1g.
loadnp
Recta Vular
Lwdng
TMP/Td3ng•
L-dg
ReOtsOgular
Lu4dnp
TrzpaftV.
LOad3p
Rmlanguar
Ln jrlg
TraPMang.
LOadng
fteclanpu8v
LOadaB
TrAprrfl ng.
loadtp
Reetangdm
LOadn9
Tr*M.V.
Lwaelg
P--WSW4r
Laadn9
Trq Tdanp.
Laadm
Re tenpWa7
luadnp
Tr pITdalp
Loadng
Rectangular
Laadng
TmplTdwg.
Lnadnp
Alum. Tube
MulilDn
g,
k9
g§�
3e
�
Sg
a �
g$
d
�S_
be
�
E
S�,
bg
g
5
8B
d�
8
fi
8E
{k�
�
S
3.�
8'e
6
�.�
bgg9
d
B
ae
�E
{'bF�
daY
I[
�
€�
9�
s
g�
XX8�bg
d�
rc
�
��
��
d`rc
g
Ee
®�
dr o:
�
Eo
�&
2rC
8
8�
S
�9,
k@
`.
rc
@.
2`g
��
d�e°r
8
2��
e
��
i
g@
23 e
s
g�•
� a?
12
is
2�eq.
d`¢
421n
1T0.0
620
170.0
435
Me
1"
170.0
N3
17oo
a68
170.0
W6
170.0
992
170.0
519
171LD
Mg
170.0
521
170.0
1240
Im.0
521
1ro.0
1488
1T0.0
521
1T0.0
1T35
170.0
621
170.0
1983
170.0
521
481n
1 00.0
708
170.0
524
170.0
850
170.0
884
170.0
992
17"
630
170.0
1133
170.0
efil
170.0
1275
170.0
677
170.0
1417
170.0
680
110.0
1700
170.0
680
17mo
1983
170.0
650
170.0
2267
170.0
690
50.6251n
170.0
747
170.0
50
170.0
89fi
170.0
631-
170.0
1045
170.0
684
170.0
1195
170.0
123
170.0
1346
170.0-
747
170.0
1484
1ro.D
7S8
17D.0
1783
170.0
756
MO
2092
17D.0
766
170.0
2391
iro.0
756
64 in
170.0
797
170.0
W2
170.0
956
170.0
601
170.0
1116
170.0
754
170.0
1275
170.0
AM
170.0
1434
17D.0
837
1T09
ISS4
170.0
855
170.0
1213
170.0
Wl
IM0
=I
MA
861
170.0
2950
170A
'881
e0 in
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170,0
1417
170.0
a"
170-0
1594
170.0
996
170,0
1771
170.0
1033
170.0
2125
170.0
1063
1T0.0
2479
170.0
1053
1EMS
2MO
t70.0
1063
63h
170.0
930
170.0
745
W0.0
1116
170.0
650
imo
13M
170.0
940
1408
170.0
101S
170.0
1673
170.0
1076
170.0
1859
170.0
1122
170.0
2231
rM.0
Ito
168.7
2553
170.0
117l
145.9
2553
17QD
1171
$
-GB In
170.0
B74
170.0
789
170,0
1169
17a0
903
770.0
1384
170.0
1002
1558
170.0
f086
170.0
1753
170.0
1155
170.0
1819
170.0
1210
170.0
2738
170.0
1275
1519
2437
170.0
12es
1328
2q7
170.0
1288
Rh
170.0
1083
f70.0
878
1ro.D
1275
17110
1009
170.0
1468
170.0
1126
IMO
170.0
1229
170.0
1913
170.0
1315
170.0
2125
170.0
1387
145.6
2134
170.0
lies
121s
2184
170.0
1529
1091
2184
W0.0
1530
p76
kI
170,0
1122
17a.0
937
170.0
13"
17MO
1000
170.0
1570
170.0
1209
1794
170.0
1322
i641
IBM
170A
1421
148.E
1960
170.0
1505
123.E
IS60
MA
1548
1W,1
1880
154.0
1535
929
1960
IM7
1531
3761n
170.0
1151
170.0
967
170.0
1301
17MO
1116
170.0
1611
170.0
1790
[170.0
1842
170.0
130
1527
1661
170.0
1474
fiT.4
IMI
N&I
IWO
114.5
1861
147.]
14M
902
1861
139.8
1459
85.9
1881
13T,6
1454
90 in
170.0
1320
170.0
1144
149.1
1398
15MG
17.19
127.8
1398
135.0
1168
U95
121,3
1178
99,4
130
110.2
1162
595
13B3
101,E
1147
745
1398
89.6
1122
63.9
1388
527
tics
659
1398
789
logs661n
147.4
1229
151.5
1098
1229
1229
127.8
1076
1058
1729
1112
10611222
95.9
tON
B1.9
1279
89,6
1029
713
1229
82,4
1018
WA
1220
722
e93
62.7
1229
6"
071
46.1
1229
621
967
f08 in
103.5
971
f05.8
e77
56.3
871
89.0
s62
T4.0
B71
7T2
5{9
971
61.8
8?5
5f.e
971
56.5
g16
40.1
871
49.0
706
37.0
971
44.0
782
324
971
40.8
T71
III to
05.4
019
97.3
932
79.5
919
619
619
68.1
819
7D.9
Soli
�11*68.4037rlli
➢19
55.7
7B4
47.7
919
51.e
774
39.7
019
44.6
759
34.1
919
40.2
742
29.8819
3T.1
7ffi1201n
7S3
786
78.9
71fi
629
7B6
6{.6
705
53.9
7B6
53.8
693
472
786
N.4
67T
37.7
786
{0.6
668
J13
788
34.9
653
27.0
786
31.0
941
23.6
786
29.4
631
144 in
43.7
548
442
tiO4
36.4
S48
3Y.0
498
312
646
31.8
491
27.3
546
2e.2
!95
24.3
948
259
479
219
540
2LB
474
152
50
19.5
464
16.8
616
172
465
13.7
846
1S$
448
I fiULC 7LO
Anchor Capadty Table 09)
Sutsl2te
27kl ..te
35k Ca¢.
H.0-aAU
FNedCMU
PTWaOd
Mda
Type
9nC ElcD llOrxon
V4•Bco UDacm
516BCD
3'tE BCD UttIam
V4'BCDUtOacon
V41SS Etc
91SEko
1/4•SSBro
ill O SIP&
#n2SteJ
Scicv
t12Stee1
Suer
AncherCgR Patterns
A+enar
Ueracnn
A89reGmOr
Uerbcm
A9grt8dor
SCIe•(Cv'7
/CO7
(CIS)
EOpe__t link
ce_
1'
2-VT
1'
2-72'
SIB'
t•
2-V7
1'
2-v7
2
SIB'
T
OS4'
092T
FJnteontnt 9nY
1a14-
1$'4'
1-814'
I-Y4'
2'
1-V4'
1A4'
/-V4'
1.114'
1-114•
1-11r
2
1-U
13B'
I -Tr
12das
2AnticR ® 4.75• Wn O.C. / Sler dcid Or0ffim Cop 09 1&2X
9gO Ds
380 D5
450 Ds
B90 Ds
1644 4M
270 Ds
2®ms
3S4 W
7401ts
374 Im
664 �
W Ds
34110s
4420d
56091f
4 Amhm ® 2-QV Min O.C. I Stendam (or Met) Ct) 0g, 3X
740 IIM
7401W
630 DS
1da9lbt
1424 DS
NIA
sm Ds
NU
051b,
NIA
BPD P.
WA
6B211a
8851W
1120 n.
'
6 Archon 01.71- Min O.C. / SM mm W mf ,)Cltp (RF 4X
885 Ds
O50
758 DS
1846 D6
WA
WA
705 316
NIA
T9910S
WA
WA
WA
/0221rc
1327 91s
i68D IDS
dArcMn t?} S'MIn,O.C.f(2)& An910CIPs/(R95X
T00IDs
O6
6fi0 MS
imuiB
f995 DS
Ds
6FOLs
WA
7601m
74B Ds
RO Ibv
1892Ds
6921Ls
BBSt
1127Ite
6Arclnrs®?MN. O.C, tv)215ArGla Cops/(R9 by
1770Dc
11T090
f020 D4
23401t8
28N In
s1
840 ;04
NU
1141M
1122.bs
13211D5
28MM
10221M
1327 BM
tfi501k4
9Arc11ols®1.94'MIn. O.C. I U.Crp, Db.12YAkm(Fie, 7X
WA
WA
NIA
NIA
NIA
NIA
WA
NIA
NIA
NIA
WA
WA
N/A
WA
10TJ
6Arcron �0.64'MIn. O.C./UCfp, D10.125'Ahm (FG. eX
NIA
WA
NIA
NU\
NIA
N/A
WA
1VA
WA
NN
WA
NIA
N/A
WA
21 R.
2 Ancfol3 ® 268- WR O.C2 F-a 09 9i
3m D9
9ro 8x
375 D3
749 Itn
7121bs
NIA
2B0Im
NIA
348Its
NIA
440 ms
WA
3411tc
442 Df
We IFS,
3Archn®1.71•MID. O.CI FOp(FG. 10
449 Ds
375 Ds
379 ms
BT3 Da
WAI
WA
I 3MU_l
WA
1 391
N/q
WA
WA
511Ds
W4 IN
wo bs
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANGHUR VAL.UtS As INL a Iwvusutu t,ur' O CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_
=ANCHOR CAP...
3 FORMULA TO OBTAIN THE ANCHOR
Y REQUIRED' CORRESPONDING TO AN
PRESSURE REQUIREMENT FOR THE
i WHEN IT IS LOWER THAN THE MULLION
Y (FROM THE TABLE) OF THE SELECTED
I. IT WILL YIELD A MINIMUM ANCHOR
Y WHICHMAY BE USED TO QUALIFY
NAL ANCHOR OPTIONS FROM THE
t CAPACITY TABLE.
FIGURE I: FIGURE 2:
FIGURE
3:
FIGURE
4:
TABLE NOTES:
•
•
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
. GENERAL INSTALLATION METHODS.
FIGURE
5:
FIGURE
6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• •
• •
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
• •
• •
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
•
• -
LOCATIONS.
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10:
ANGLE CUP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(FIGURES 5&6)
(CMU) SHALL CONFORM TO ASTM C30. 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 BEA MINIMUM GRADE 33 AND.045' THICK (18
• :
MUST BE USED
GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125- THICK AND A36. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW
IN PAIRS.
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, lM S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Flarlda
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
Miam �d Product Control
, LYNA(- "�.,
i
*. No.58705 ,P
O� •. ST TE O
��'S;��ONA� ENG``•
FL P.E.# 5B705
I ACLC , OA
' Mullion CaPactf Tablo @89t2
Opening Width (for%,mfca*sparating
rtW6o7Ls) or Operibm Hight (for MriaDrtaDtspsr*tng mdUons) '
.
50in
601n
70In
so In
00 in
100in
17.01.
1401n
16oin.
21L67c.26
Rectawiw
Lnadfg
Taop/idar9.
Laadrg
Rectangdar
Lmdng
Trap/Tueng.
Loading
Rectan(pdar
L02dng
TmpTdang-
Loafing
Peclarre�iar
Lmdng
77apRdang.
I. a
Rectar�dar
Loadna
TmpRdmg.
Lmdrig
Reelanfpiar
Lmdng
7lapinang.
L-QQV
Rmt2noar
Lmdng
TIap7Tdang.
Lwdng
fledml0der
Loadng
Tmp?dang
Im�a
Rcctenglia
lmdrtp
TrwTI-g.
Lmdng
Alunn.Tube
a
a
m
n
[1W.p
aMullion
aa42
in
170.0
GM
170.0
435
170.0
7"
478
170.0
668
170.0
WO
170.0
092
170.0
51g
170a
ilia
170.0
521
1T0.0
1240
1T0.0
521
170.0
1483
170.0
521
170.0
1735
170.0
521
1TO.0
196i
170.0
52t
48in
17MO
70a
1TO.0
524
170.0
B50
564
170.0
BB2
170.0
630
170.0
JOS
170.0
661
170.0
1275
170.0
077
170.0
1417
170.0
680
17a.0
1100
170.0
680
170.0
1983
170.0
680
170.0
2267
170.0
W0
50.625In
170.0
747
170.0
SM
170.0
06
110.0
631
170.0
1046
170.0
6M
170.0
1195
170a
723
170.0
1345
170,0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170A
'2082
170.0
759
170.0
2391
170.0
758
64N
170.0
797
1740
612
170.0
XG
170.0
691
W0.0
7116
170.0
754
170.0
1275
170.0
803
170.0
14U
170.0
831
170.0
1594
170.0
858
170.0
1913
170A
fe1
170.0
2731
170.0
1161
170.0
2550
170.D
8E1
So In
170.0
865
170.0
701
170.0
1063
170.0
797
1TO.0
1240
170.0
873
170.0
141T
170.0
044
170.0
1594
170.0
ON
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
2479
170.0
1063
170.0
2833
170.0
1063
63 in
170.0
B30
170.D
745
170.0a
1150
170.0
1302
171L0
84D
170.0
148e
1T0.0
IDES
170.0
1673
170.0
1D78
170.0
1859
I70.0
1122
1R0
2231
170.0
1149
17D.0
2603
170.0
1171
1T0.0
2876
770.0
1171
_
(K N
1T0.0
974
170.0
789
170.0
903
170.0
1354
I70.0
1002
170.0
1558
170.0
1086
170.0
1753
I70.0
1155
170.0
7948
170.0
1210
/740
2338
170.0
12T5
170.0
Z727
170.0
1288
170.0
3117
170.0
1288
c72
in
170.0
1064
170.0
978
170.0
1009
17MO
14BB
170.0
JIM
170.0
1700
170.0
1228
170.0
1913
170.0
1316r17
2125
170.0
1387
110.0
2550
170.0
1468
170.0
2975
170.0
IMs
170.0
9400
170.0
1570
J
78N
1)OA
1f22
170.0
937
170.D
1080
170.0
1570
170.0
1209
170.0
1TB4
170.0
1322
170.0
2019
1740
1421
2243
170.0
1W5
170.6
2592
170.0
1629
170,0
3140
170.0
1694
170.0
3589
170A
1705
f
781n
170.0
1151
170.0
987
170.0
f381
t70.0
1116
170.0
1811
170A
1250
170.0
18/2
170.0
13E9
170.0
2072
170.0
1474
2302
170.D
1564
170.0
2763
170.0
1700
170.0
3223
170.0
1777
170.0
36'83
R0.0
1T118
so In
170-0
1326
IM.0
1144
170.0
1504
170.1)
1828
170.0
1859
170.0
1498
1740
2125
170.0
1657
170.0
2321
170.0
1793
2656
170.0
1918
170.0
3183
170A
2125
150.0
3413
179.0
2273
1365
3413
170.0
236f
Be In
170.0
1417
170.0
1232
170.0
1700
170.0
1434
170,0
1867
170.0
1En
170.0
2287
170.0
1794
170A
2550
170.0
1952
2633
170.0
2095
160.0
3199
170.0
2335
137.1
3199
160.8
2470
120.0
3199
1541
2420
lea In
470.0
1591
1700
1409
170A
1913
170.a
1647
170.0
i231
170.0
1870
1T0.0
2550
t70.0
2078
1W.8
2761
170.0
2271
2781
W.9
2333
123.8
2781
140.4
2281
105.0
2781
125.0
2234[902.112781
116.0
21SO
.00.1451
170,0
1966
170A
1700
170.0
1283
170.0
1W2
1T0.0
2821
170.0
2149
I51.8
21732
M2.9
2245
190.8
2832
1484
2216
113.0
2eM
125.4
21BS
97.6
2532
115.1
21262B32
106.3
209a
1.1,
170.0
MI
1700
15E10
170.0
2125
170.0
1859
15&4
2252
159.9
IBM
135.1
2252
141.4
11164
12C.1
2252
1272
1938
1D8.1
2252
1161
1915
B01
Z'S2
fs.e
1W2
T72
2252
B49
iB382252
81.4
1808
1M5
f04.3
/564
1041
Nn
88.4
7584
813
1407
78.2
I.
80.7
13sa
Bay
Ilia{
723
137J
626
158!
65.7
W58
521
1564
58.0
1330
N,7
1584
!92
13051564
44.4
1283
TABLE '130
Anchor
Capacity
Table lbe
Substmle:
2.7k Cor-to
3.5k Cone.
Hd-CMU
U
PT sit d
Metal
1116' Eko
1/4• SS..
11
5118' Bcolca
91251ea1
312 Sled
Patterns
A.1-TYW.
3%fi• fdeo Ullracm
1!4• EICD Ulbacm
Ultraem
&18' Elep Ultraem
114' Eka. L7bveen
gSS aipr
Uardeonar
191161,1
Sprat (G5)
S- (GS)
Se (G5)
pncho7COp
Edge WLsce Mk
1'
2-f2'
1'
2-12'
3-1/S•
1'
2-1?
1'
2-1fP
2'
3-118'0.49'-
O.S4'
0.324'
EmWe mml Onb
I:w
1-314.
1-314'
4aIC
2'
1-11C
1-114'
1.114'
1-1/4-
1-1d'
1-1/4•1J/S'
;8.4
1Jle'
t a.
2Ar<hom®4.7SMrL O.CL/Stendmd MOBseI Ctlp Oda. 762p
390 lbs
3909A
450 an
890 In
1844W
270W
280 Ibe
354IN
74016s
374IM
664Ibs
3411he
4421bs
580Bu
4 Ambon 09 486' N. O.C. / Stan= I.=TI Cop (Fq. 3):
780 U.
7a0 Ott
900 We
178016e
3232 HWA
510 U.
5601he
708 Nc
1480 0e
7481bs
1272Ibs
882 Qte
886Ihs
1170 Ibc
O.C.
8Ancbp•®1.7t•MIn O.G/Snndard I.,Otseq.1p tF0. 47
IIBD16a
14001bs
i010 Ms
25951h3
WA
WA
0401bs
WA
106510s
WA
WA13631bs
17701bs
2240 Ibs
4 AnChp4lg 3' O.G 1 R1245Arple Cfips I (Fa. U
780 ins
780 Na
650 ins
1560Ibs
1806 m
540 lbs
sm ibs
WA
760lbs
7481bs
8801be
882 OIs
E8515s
11201bs
9 Ancha. ® W 16n O.C. I R) 2c5 Arab Cops I (Flp. G:
1560lba
15601bs
1360 Ibs
3120 Ibe
379214s
1060 Ibs
112D les
WA
1520 Ibs
1496 Ibs
1760 Oe
1903 be
17701bs
2240 Iha
12Antlw @,.I, in O.G I T2) 223 Angle Ceps I M r):
IWibs
21CID Ibs
144016s
37801bs
WA
WA
1320 m.9
WA
t5001bs
- WA
NIA
WA
20451b0
2851 Ibn
3360 ins
4Arohps 401S4'Min. O.G I U47ip. Ntu.123'Asuo. tRO-B):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
14300e
O64'/M. O.G/ U47ip, Nto.12Y Alm. Pg. 9}
WA
WA
WA
B AMbmC
2.n- Q 4.W Nh4 O.C/ F-Op (Rg. 10y
3001bh
390 to
450 me
4 Aminra ®1.71' W. O.C/ F- V (Fla. I I7
590 Ibs
700 ins
SDS @s
NUIc: rVtt lrtc urraci �. a�.n�
(DP,,,) X ( ANCHOR CAP. , \ =ANCHOR CAP.-
MULLIOIyCAP.,o„ 1
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
2B811bs
890 ins
1878 me
270 Ns
280163
954 @e
740 ibs
974 63
63816s
f)48 ins
341 ins
4421bs
560 0s
129816a
WA
WA
4T0Iba
WA
533 N.i
WA
NIA
WA
6820s
8851hs
1110Ibs
.250'
7R VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: FIGURE 10: FlGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE 6.
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
FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
(FIGURES - CONCRETE SLOCK.UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
• • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125'
MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,M5' THICK (18 GAUGE). STRUCTURAL STEEL TO
• • • • • • • • USED IN BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS. 2- X C X.25-
THREADSBEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL�1&6 9.5.OR 410_S.S.-MULLION-
LU
W
x
1A
PRODUCT REVISED
ac complyylny with the Florida
80ilding Codo
HOA-No. 17.0630.01
Expiratlon Data 05/2612021
By i
L
a' ' �•10EN,SF'•%(� ii
* ; No. 58705
;L
ATE
FL P.E.# 58705
1 nOLC iffn _
Mullion Ca ae Tablo s .
Opening Width (farwrticaiy-spanmrg
mulierm) or Opening Height (forhodmnlaly-sparring mWorts)
501n
60 in
70 in
80 N
901n
100In
120 N
140 N
160 N
126"It2.11"
la
•T.Pmanz
ibndirm
R4ulvAw
Im7re
T7aprrduip
Loadro
Rer4amuLat
Loa1No
Tr,YTdao
Laadro
RectanptaT
LMdkip
TnpRtlanO
Leadhm
Rft-WrgWW
Lmdpg
Traprrdarm.
Lnalro
R=tan9ubr
Loadrm
Traprrdmm.
LwCm9
RectINUIN
L4afi'm
Traprldaro.
L ndnp
Re4rnoUu
LoadN2
TrpRdarg
Loadrm
Reclamunr
Lmdiro
Trprrdarm.
LOadro
1c.125"AWm
Mull
p
s
r
'a
F
:c
a
,..
4,.a
aTube
421n
26
1fi7.0
425
12D.2
526
1469
419
103.0
626
1398
414
90.1
M5
1346
411
Sal
528
134.1
411
TZ1
5A
1341
411
WI
525
134.1
411
51.5
526
134.7
411
4&1
52i
134.1
411
481n
W
kl..
708.0
333
Bay
403
94.7
30
69.0
4W
BOA
320
60.4
4W
81.4
317
63.7
403
78.1
315
4113
403
78.6
314
40.3
4W
78.6
314
34.5
403
78.0
314
30.2
4W
7fl6
314
W.6251n82
91.0
301
6aB
362
793
294
599
362
71.8
289
51.5
382
872
286
4&7
3e2
54.8
234
41.2
362
Me
283
34.3
3B2
63.5
2M
9.4
352
836
M
25.7
M
815
28354
in
18
74.1
267
%5
318
642
261
4&5
31B
6T.7
2•i6
424
310
MIi
263
371
318
W.8
25d
339
318
4R5
249
2a3
310
49.1
240
24.2
316
49.1
248
212
318
49.1
248
f.
60N
1
21B
4t2
25B
4S7
214
3&3
258
A0,7
2f0
30.9
258
'37.2
207
27.3
268
34.9
204
247
258
33.4
203
2a6
258
322
201
17.7
258
32.2
2M
7S6
258
32.2.
91
200
35.6
234
39.1
185
3a5
234
34.7
192
267
231
31.6
189
23.7
234
79.4
18fi
21.4
234
2E0
184
77.5
234
28.8
183
15.3
23q
�.5
1&3
13.4
234
26.5
1B]68N
4
783
31.0
213
337
17B
2fi5
173
99
178
232
213
27.0
173
2(l6
213
25.1
t70
1fl8
213
237
169
1a5
213
T2.2
167
13.3
213
220
16B
11.6
213
Z20
168
72 N
1
165
219
179
258
112
20A
171
22.6
149
77.90.318.7
145
76N
140
20.]
1Bf
2t8
37
17..35
75.2
161
17.0
1335
133
1&6
152
19.9
131
1&1
152
77.5
12B
1AI,JLt 14t1
Anchor CaPeelH Trblo be
5lhebalC
27k CmcrNe
3.5k CaY-
RoWa'CMU
Fined Cl4U
PT wood
M0a
Anchor CUP Pattems
ArctlrtTy�
91I6 Eko Ut=On
174'Ek0lJT=M
5r16'Eko
�rv<m
3r16'EkoURracon
V4'Elco tsbacm
V4°SS Eko
AgpeGxlor
67I6'Eko
Utr w
V4•SS Eko
ABgGaor
i/O Scaq
ScO:w (G5)Bcrer
o12 S1�
(G5)
#12 S6z1
Screw CGA
EO7eIXsrarce n)
1'
2-tf2'
1'
2.12'
3-1/B'
1'
2-1rY
1'
2-7rY
2'
3-7la'
2
a4B'
0.51'
0.324'
Embe=ffit nk
11'4- -
73ld'
I-lur
1Sl4•
2'
1-Im
1-tt4'
7-IM -
1-im.
1-I"r
1-Itr
2.'
1-Ye'
1.1'P
12de9
4A tom®3-on.0-C.l(Ma5Arg)e Olp4rMll
780165
1 78014c
W.-
I136]15%
7Ms.
WA
I 790IDe
7alb,
BBOIts
1lg2�
682ID9
885 BX
1490 as
FIGURE 1:
® . *
* - 11 F
ANGLE CLIP MUST BE USED IN PAIRS.
TABLE NOTES
1)SEE SHEET 1 FOR INSTRUCTIONS'CN USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21 23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE S08345 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.
ANUMUK GAPAt:I1 T AUJUJ 1 mtN 1 FUKMULA:
(DP-) X ( ANCHOR CAP..".,,",\ _ ANCHOR CAP.,,,
I MULLION CAP.,,,,,,,,,,/
USE THIS FORMULA TO OBTAIN THE -ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING; WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
F a Ids 1.5 ' d�
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Explra6un Date 05/2612021
By
Mlaml- ap Product Control
ALSLC "1 JH "
I MuMan Capacity Table (Ibsffe)
Opening Width (for wr0ralVspen i1g rtuilions) or Opening Height (forftffmdafll-Valrilg nnlflore)
501n
60 h
TO in -
Be I.
90In
100 in
120 in
1401.
160 in
325" 30
RecGnpOm
loading
TrepRtiang.
Loodnq
Roe-now'
Loading
TrwTden9•
LoadnB
RMNI)Waf
Imd418
TfaWTJanS
Loadng
Rectnn9`dar
L-,fnll
r.P'Td-I&
Lead
ReetT.plla'
LoOdng
TrapTflang.
LosdNB
Ra tarlgaar
toadn9
haWTdafg.
LnadlnB
Reetagder
Losd`q
TfapfTflan9-
LDodn9
R danedur
Loedn9
Trapf b-s.
loaring
Ra0tan9ular
Lnamn➢
Tm4Jidar`g
laadnp
DEG. AL
BAY MULL
8
a
a=
r
$$
r
.
a�15
r
a
a
�•
a
a
u
W m
3
E
Fe
1�
g
�,.
"g
y`_g
�
€t
a ^
S
•••SASS
2
u ,.
S
g
�,.
�'`
ya =
S('
$@.
e �g
�'
e
>g
g
�5
&
45�i
a
�
5 �
g..
Ci`
'§¢
6 _�'
a
g
yB $q
E
u�.
gg 9"g
d�E"
42N
1740
bZ0
170.0
436
170.0
144
1740
178
170.0
868
170.0
WS
170.0
992
170.0
519
170.0
1115
170.0
521
170.0
124D
170.0
521
170.0
1438
170.0
621
170.0
I=
170.0
621
10.1
1740
170.0
521
45In
170.0
708
170.0
fi24
170.11
850
170.0
586
170.0
9B2
i70.0
830
170.0
1133
1T0.0
661
170.0
1275
170.0
an
170.0
1417
170.0
660
1622
Ism
170.0
680
130.E
1522
170.0
680
1742
1522
170.0
680
60.626N
170.0
747
170.0
583
free
89g
1740
631
170.0
1048
170.0
fi84
1709
1195
170.0
721
170.0
1345
170.0
747
164.2
14U
170.0
7w
1362
1447
1740
758
117.3
1443
170.0
756
1028
14u
1740
766
54N
170.0
79T
170.0
812
1T0.0
956
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
807
1604
1353
170.0
837
144.3
1357
170.0
B56
124]
1753
170.0
861
1a3.1
1357
170.0
861
90.2
1357
170.0
691
60In
170.0
865
170.0[44349.5
.D
1063
170.0
74T
167.0
1218
170.0
879
146.1
1218
170.0
814
128.9
1210
159.8
936
116.9
1218
1521
921
W.4
1218
148.1
913
63.7
12/8
148.1
913
73.1
1218
1461
913
83N
170.0
930
170.0.0
1118
170.D
850
150.2
1160
188.E
933
131A
1150
153.0
914
116.8
1150
141.9
BBB
106/
1160
IS42
864
87A
115D
126.7
87t
75.1
1150
1282
670
65.7
1150
1283
870
88 in
170.0
e!1
170.0152.411048
165.8
B81
130.6
1098
146.8
BB4
1143
1045
133.1
850
101.E
1045
123.4
W9
81.4
1048
1146
830
752
1045
109.4
821
65.3
1040
1082
a1a
57.1
f04e
1062
618
c
721n
140.8
aW
147.97.4'
880
126.0
748
INA
a80
110.5
734
88.0
800
100.0
722
762
80
92A
712
70.4
880
062�
703
55.7
Be0
792
693
50.3
BBO.
76.5
888
44.0
880
76.4
BB8
J
78N
119.7
790
125.1.8
790
106.41T876
85.5
790
83.3
663
74.8
T90
83.9
B52
665
790
76.9
843
699
720
71.7
835
49.9
790
65.1
62{
42.8.
790
62.1
619
37.1
790
615
617
76 N
110.E
750
115.5.3
750
88.1
614
78.1
750
85.9
672
69.2
760
77.1
621
et.fi
750
70.8
612
55.1
750
85,7
605
462
7W
59.4
CdN
39.6
760
582
588
34.6
750
65.6
688
90N
72.1
563
74.4.1
563
629
491
M-5
163
64.8
483
45.1
563
459
475
40.1
5w
44.4
468
W.1
50
30.0
583
962
452
25A
663
93.3
445
225
8W
31.8
412
go in
69.4
495
61.1.5
495
51.6
435
424
495
44.5
427
37.1
495
39.9
421
33.D
495
38.1
416
29.7
495
33.2140924.8
495
79.1
400
2l2
495
20.8
394
1H.8
495
Z5.0
780
108N
41.7
391
426.8
391
35e
018
-a
391
31.1
342
2E1
391
27.6
331
232
391
24.9
333
20.8
391
17.4
391
19.7
721
U.9
791
11.E
315
111 N
364
370
382k335
32077077.0
330
275
770
2B.6
325
240
370
25.3
9�
2t.4
]70
22.8
316
192
370
16.030.4
317
30.9
26.3
317
26.0
284
21.7
317
22.5
280
19.0
317
19.9
216
leg
317
17.0
ZMMZ2o
1T.8
TABLE158
Mehor Ca ael Table bs
subseate:
2.7K C-M-
3.5k Cons.
I H000ar cmu
ROW=
PTWOad
Natal
6f16' Eke
1wee Eks
5116' Eteo
1/4' SS El..
410 Steil
912 6tW
e12 Steil
AfwtmT YPe
3118' E60 Ul6as0n
1/4' Elco Le9sron
Ln=m
3f16' Flss UHfason
1f4' Eieo IBsacm
Aogn O tm
Ultr on
AOOfeOata
Screw (G'.)
semw 1G51
Sc`Cn (GS)
Anchor COp Pahema
06st0nu 04
1'
2-1f2'
1'
2.1re
3.118'
1'
2-1?
T
itf8'
T
0.48'
0.54-
0.324'
EtlOe
Embedmml 00
1Jf4'
1J/4'
I- 4'
1314•
T
1-1/4"
1114'
1-1q'
7-7f4"
T
1318"
fa18'2
MOt10f6 @ S MIh O.C./ (2) 2s5 An01e Clps / (Flo. tY
9501bs
380 bs
450 0n
8901be
1700 bs
�12-1/0
354 tba
740 Oa
3T4 Ns
720 V.
94B4
Afclwre 9 3.5" Ndn O.C. f (2) 245 An01e Cips I (Fp. 2Y
780 bs
78016a
7901ba
1670 Ole
2525 Cs
NIA
1120 8s
74BIhs
630 Ms
18921ba1t200aa6
AnMma A 2.71' Ulm D.C. I R) 245 Anye Cips I tm- 3Y1254ke
W .
10591bsI
N/A
IMII I-
ILA
1022 m0
13Tf 9u
16601bs
FIGURE 1:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 2-
_
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
FIGURE 3:
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.T6 AND BE MINIMUM OF.125'
a
a
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 410 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
SNGHUK GA1'AGl I T AUJUb I MtN I YUKMUL :
(DP-) X ( ANCHOR CAP.,®,,,,.°,) ANCHOR CAP.-
`MULLION CAP„,°a'_ -
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
a w 0
® W rn to
H= �
a-_qo3 Z �" 0
m0 D s
o SLY mD_
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01 '
F.I4piratlon Date 05/26/2021
By
Miam DC de Product Control
tlllllllf/f1
30° �` • 1.10ENSF •.• ���
NO.58705 •� 3.250' 1}
* _
30' BAY 0, ... S
MULLIONqTE
MUON �s • :�<ORIDP .•'• \?�
'/ ;ONAL1ENG``
A�LYI�tJ:IiAtiL6ER=P F-
- - e - - - FL P.E.# 587D5
Mullion Capacity Table bslg
Opening Width (forvei im*sparvirg
mWons) or Opening Height (for horimrla4-sparvirg mD2ons)• -
SOM
So in
70 in
801n
go in
ion le
120 in
140 in
Isom
325" 46
Rectangular
Loading
Tn4Yrdang.
lnadu9
Re4lalgiar
lwdng
TopTdatg.
Lmdng
RectmO,
Inaft
TreplTd v
Loadlq
Peobnmi.
Loafing
TreWT1mn0.
Loafing
Rttlmpta
Loading
11.011delg.
tnadng
RadeWOar
Loafing
TnprTdalg.
l4adng
Raetangia
laadry
T.011d g.
Lvadup
Raotangd.
Loedne
Tmfrnalg.
l�dng
Red -War
l4edng
TmpTdena
(4edng
DEG. AL
BAY MULL
n
v
Fc
z+
c
¢
1a�
$
da
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�
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m
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cc
4
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t3
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u
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u
a
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on
g`�
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u ..
hA
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o ..
ohs
-I
1
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e
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'a
a
aa.
g
S --.
is
f V
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5
sC
42In
110-0
SM
170.0
435
170.0
744
170.01
478
170.01
US
170.0
506
170.0
992
110.0
519
170.0
1110
170.0
$21
170.0
1210
170,0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
IM.3
1871
17a0
521
48M
170.0
70B
170.0
624
170.0
950
170.0 1
5t14
170.0
992
170.0
83D
170.0
1133
170.0
661
170.0
1275
170.0
677
V0.0
141T
170.0
Sao
1687
1637
170.D
680
140.3
1637
170.0
6W
12Z8
1037
170.0
680
SO. b,
170.0
747
170.0
W3
170.0
898
170.01
631
1709
1046
170.0
694
170.0
11g5
170.0
723
170.0
1345
170.0
747
170.0
1494
1170.0,
756
147.1
1562
170.0
756
128.1
1552
170.D
758
110.4
15V
170.0
766
54in
170.0
797
170.0
612.
170.0
056
170.0
691
170.0
ilia
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
637
1552
1455
170.0
8S8
12U
14S5
•170.0
881
110.8
1455
170A
861
97.0
1/55
170.0
861
60 In
170.0
885
170.0
701
170.0
1033
170.0
797
170.0
124D
170.0
078
157.1
13D9
170.0
GO
139.7
1309
170.0
SM
125.7
1309
163.5
894
104.8
INN
157.1
632
80.8
13DS
157.1
am
789
1309
ltiTl
982
63In
170.0
OW
7TO.0
745
17D.0
1116
170.0
850
16Z9
1247
170.0
D40
14Z5
1247
164.5
983
1261
1247
1526
965
114.0
1247
144.3
952
95.0
1247
1382
938
BIA
1247.
135.7
935
713
1247
135.7
935
6gj47.9449
e7{
170.0
7B9
110.0
11fi9
1T0.4
907
1484
1190
103.7
WS
129.9
1193
147.9
945
115.4
1190
136.5
On
103.9
1190
128.4
914
868
1190
110.5
SW
742
1190
116.1.
693
84.9
11D0
118.1
B93
c
721
Iola
169.0
Qn
134.7
1010
144.E
an
1154
Iola
127.2
842'
1D1.0
1010
114.7
am
89.6
1010
105.6
817
83.a
Iola
9a.9
607
673
1010
90.3
795
67.7
Iola.
e7.a
7B0
60.5
Iola
a7.7
7a9
761
806
143.8
792
114.5
908
122.0
175
B6.1
006
101.1
761
95.9
gd6
962
749
7%3
909
88.2
735
s87
Boo
823
729
57.3
906
74.7
716
49.1
900
71.2
710
CE.0
906
70A
708
F-
78
861
13Z5
T54
1059
661
11Z5
7TU
90.8
861
68.0
725
79.4
851
t9.5
713
70.5
861
$1.0
7D3
63.6
a61
75.4
694
530
Sol
66.1
6B1
45A
a51
54.5
075
39.7
801
63.7
672
go[.
B46
a5.4
574
68.9
646
721
564
69.1
B46
629
554
61.7
848
66.1
545
48.0
646
509
537
MA
US
47.0
SW
34.5
946
41.5
619
29.5
BM
382
`511
259
646
36.5
507
96
588
70.1
505
56.0
568
59.1
499
43.7
505
51A
491
426
565
45.8
483
37.9
568
41.4
478
34.1
5W
35.1
470
28A
W8
33.4
459
24.3
559
30.6
452
21.3
568
28.7
447
108
449
OR
405
39.2
449
412
399
342
449
35.7
393
29.9
449
31.7
357
25.6
449
26.0
382
Z3.9
449
261
377
20.0
449
2Z7
368
VA
440
20.4
361
15.0
449
189
3S5
111
425
48.0
385
36.8
425
37.9
379
31.5
425
3Z8
373
27.6
425
29A
39
24.5
425
292
362
2Z1
425
24.0
SU
10.4
425
20J
350
15.6
425
16.8
$43
3B1
35.5
331
28.1'
3U
�.s
328
249
304
25.5
321
21.8
361
-a
317.1.4.313
17.5
3a4
187
a09
144
2A
20.4
233
16.a
253
17.1
230
Anchor
C2pQelty Table Ibg
90hslrata
27k C9nere1a
3.6k Cm.
I Pa. CMU
FDIad CMU
PTvlbod
Metal
Anchor COp Patternst9tracm
Anch.Typc
3/1E Be. Lot.-
114' Eko Llbacm
5rte• Eko
311C Eko III=.
U4• Eko Ultmon
114' 8S Ek
AppaaGalar
118'o SElco
Immcon
W SS Eko
aDp26a1cr
01D Steel
Suew (G5)
612 Steal
6cie4 (a5)
412 Sled
sue. (GS)
Edge MI.- MT
1•
2-12'
1'
2-12'
3-1re'
1'
2-IW
• 1'
2•ir2'
2'
3.118'
2'
0.W
0.W
05R
Embedmeld(M7
1 V4
1314'
1374'
1314'
2•
t-iX
1414•
1.114'
-1.114'
1.I/
I.94'
2'
15/8•
1JB•
tunes
2 Ante @ 5• Min. O.C.1(2)
W Angle Ups I (flp. 17
380
390 bs
4501be
890 be
1700 We
270 ad
280Ibe
3541hs
7401bs '
3741ba
7m Ibs
No bs
ml Ibe
4421be
560 the
4 Ald l @ 35' Min O.C.1 (4 211 Angle CUPI (R9 27
780 0>s
7B0 bs
TS016%
1070 be
2US 4a
540 me
560 lb.
WA
112011s
7481W
ago bi
1B97 me
W21bs
8851ba
0 b
172e
e Anoho a 271• Mi8 O.0 1 ot, WAngle Mp41(Fig. 3)
11201bs
11201bs
95a Iba
2245Ibe
2254 be
WA
6401be
WA
1059 bar
WA
1R0 m,
WA
1o22Ibs
1371 We
ifi60 Ma
FIGURE 1:
FIGURE2:
FIGURE 3:
ANGLE CUP (FIGURES 1-3) MUST BE USED IN PARRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO 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-TS AND BE A MINIMUM OF.125•
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT
LEA.ST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND
THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S. OR 410 S.S.
arvcnurc ur4rnla n nwua 1 men 1 r471caauw:
(OP-) X (ANCHOR CAP.,.•,,,,)=ANCHORCAP..,
MULUON CAP.,.,,,,°,
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
F
¢.
W
Z
cS
r
Ln
�
o
a
cn
Of W
Y
®
O
c~i Lo
Q
�
O
¢
a e
Z
to
0
�y9
m
om
O
&
AII
PRODUCT REVISED
as eompfying with the Florida
Butlding Cod•
NOA-No. 17-0630.01
Expiration Date_05/2612021
` "•0" `NY LYNNr
......... hj
No. 58705�
TTATE F
i FSv� F40RIOP,.•,Ce��`
FL P.E.# 58705
� ,.D00• r-
.tzs
2000'
L .126'
F
1- X T X.125' MULLION
B063-T6 ALUM.
XSECTION
z
�•j r.12S
II STANDARD CUP
2.000'
6063-TO ALUM.
XSECTION
I
.125'
4
5.500' CUT HERETO .375'
.375 3.,25-�� _ CREATE F-CUP, SEE MIN.
MIPLPCENnTEROFA.NCHORHOLEMUSTUr
DETAIL F, SFIEET4
-----�
I A
STANDARDCLIP
¢ 6063-T6 ALUM.
TOPVIEW
UNDARY. SEE
SHEETS 5.17 FOR THE ANCHOR D.C.
MAXIMUM ANCHOR HOLE
\ DIAMETER: ANCHOR DIAMETER +1116'.
5.500' .375•
375 I MIN.
MIN.
-----
I I 1
I 1
I,
1 I B
I D
1 I I I
C OFFSET CLIP
_12S 6063-T6 ALUM.
1 TOPVIEW
2.126'
u•cuP
6063-T6 ALUM.
TX-SECTION
125'I( Q
J .740' F�
.338' MIN.
t IFA I u-CUP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST UE
WITHIN THE DASHED
BOUNDARY, SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
❑IAMETER ♦ ltl6',
TABLE B
1• X 2.75• X .650' MULLION
6063.T6 ALUM.
XSECTION
2X5 ANGLE CLIP
6663-T6 ALUM.
2_ �• XSECTION
{L� _12s
I .375 MIN. I-�
_ ______________ 2X5 ANGLE CLIP
6063-TB ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIEWITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.16 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER � IIAW.
Mull Dimension (sheetl)
I PGTPart#
Mullion
Std. Clip
OHsetClip
U•Clip
Angle Clip
1" X 2" X.125- (5)
66605
666113M
6661118M
6W243M
666511 M
1- X2" X.375' (6)
665006
666114M
6661119M
666244M
666512M
1' X2.75'X.37S (7)
66607
666115M
6661120M
666245M
666513M
1'X2.76' X.650"(8)
66608
666116M
6661121M
666246M
666514M
V X 3.125' X.500" (9)
66637M
6661 116M
I 6661114M
I 666242M
666515M
1.25" X3.188• X.265"(12)
1 66641M
16661117MI6681li3MI
666241M
666516M
1.26"X211" X.125" (18j
69370
WA
NIA
I NIA
668517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNIEN 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.
F-1.266•�
.125'
2.116'
125'
.900'
1.26'X2.11' X.125' MULLION
6063-T8 ALUM.
XSECTION
TABLE A
For Mullion:
1' XrX.12SAluminum
Tube Mullion
[DIrn.t,donjn)
1'X2'X.375'
AluminTube Mullion
D
0.49D
A
875
1' X 2.76" X
,375 Aluminum
Tube Mullion
B
3.
3.000 000
C
0.757
D
'IA18
A
1.312
1' X2.75" X
.850'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.000
1' X3.125' X
.500' Alum
Tube Mug
B
2837
C
0.M
D
1.137
A
2.625
125'X3
X.285' Alum
TUhe Mull
B
3.262
C
0.862
D
1.762
' A
1.813
126' X2.11'
.121' Alum
Tube Mull
ice s
PRODUCT REVISED
as comp)ying with the Florida
Building Code
HOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Mlam Product Centro
LYN
Qom,`•• UIGENSF'• �C��
T* : No. 68705 •�
S'TAIE dF` '
��i�lSa�. F� �RIDP.•'.C���`
FL
125* X 3.25'X.100• 125' X 3.25' X.624"
MULLION MULLION
6005-TS ALUM. 6005-T5 ALUM.
X-SECTION X-SECTION
.t25• STANDARD CLIP
2.000"
6063-T6 ALUM.
X-SECTION
.125"
740"
I
2.125'
U•CUP.
I 8083•TB ALUM.
X-SECTION
125"
X 4' X .375•
6.600° -{
`F-MULUON
CLITHERETO
8083 T6 ALUM.
,375
3.125"-�{ _ CREATE FLLIP, SEE •375'
X-SECTION
MIN.
I DETAB-F.SHEET4
2.875'L
F
3.t25O'
GUI
4'
r STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM.
-^( .820' F--
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
1.25'X 3.94'X.624'
SHEETS IG-17 FOR THE ANCHOR D.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
6005-TS ALUM,
DIAMETER ANCHOR DIAMETER 1l16',
XSECTION
--
(�-2.681'-- 251 QALUM0
11h' �(IMIN.
1.377' 125125'
.1252.2i. / 30•3.25D45' BAY M30' BAY MULLION 6W3-TO608SECTI UM. I X•SECX-SECTION r
228°-T i-.98P-I .226°J �-.981,4
375'
I I I I
I 1 I I
I 1 I 1
1 1 I I I 1
1 1 I H
I I I I I
G OFFSET CLIP
.125' 6063 Te ALUM.
TOFVIEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING_ DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15. 19 8 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
�N $
ZS
T a
2.000° 2UC A-TUALU IP
.IIIL 6083•T6 ALUM. N
XSECTION .125
to H N u
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16•.
375"
CENTER OF
ANCHOR HOLE
I
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 10.17
FORTHE
i
ANCHOR O.C.
DISTANCE
`Ir.LANIETER-1,,...
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
U-CLIP
6063•T6 ALUM.
TOPVIEW
TABLE C
Dlmenalon
Value (in)
For Mullion:
F
3.687
1'(4" X
G
1,000
.125'
Aluminum
H
Z680
1
3.000
Tube Mullion
F
3.187
1°X4"X
G
0.757
.375"
Alumirnan
H
2.430
1
3.000
Tube 8 "T°
F
2.250
125' X 3.25•
G
0,760
1 100°
Aluminum
H
1 1,600
I -
3.250
Tuba Mullion
TART F n
MIN
I --------- -------i .375
'-i MIN
I I.
1 I
1 �
1 I
I I
I I
1 I
I I
I I
TABLE C. CONT.
Dimension
Value fin)
For Mullion:
F
G
1.938
0.500
1.25 X3,25"
X.024•
Aluminum
Tube Mullion
H
1
1.438
3.250
F
G
2.825
1.125
1.25• X 3.94"
X.624"
Aluminum
Tube Muillon
H
I
1.500
3.250
F
2.813
30' BayMull
F
2.876 -
1451 Bay Mull
U
to
2X5 ANGLE CLIP Z �iQ ,(
6063T8 ALUM. ..- Ti 2' [
TOPVIEW S uLai 1- �-
PRODUCT REVISED
as �omptyIng with the Florida
BulldinS Code
NOA-No. 17-0630.01
Ezpinatlon Date 05/26/2021
0
ey
Mlaml ade ro uct Control
L0
of
Z
of ..1111111111/r-
Mull Ohnenslon
(sheelB)
POT Part9
Mullion
Sh1.Clio
OBselCilp
U-Clip
Anale Clip
V X4'X.125'(10)
69364
666111M
6661122M
666241M
B66518M
1' X4•'X.375" (11)
66610 -
666112M
M1123M
666242M
6WS19M
i' X4' X.375• T (11)
66653
668112M
W61123M
666242M
668610M
125• X325• X.100• (13)
1.25' X325' X.824" (14)
20160120312
20181120315
6661127M
6661128M
6601124M
6661126M
M2410M
66651151T
X3.94' X.624• (15)
20162
6661117M
601126M
30 Degree (19)
06 49
WA
WA
E6024iiME86651161.75'
Z VICENSF �/�C�
* :Q NNo. 58705
ST 7E O �! •(`0"
AL
a-A_-,}A4YYr1NLtuIlh'RFP:E=
0 FL P,E.# 68705
,.1
Mull Dimension
(sheet#)
PGT Part#
Mullion
Std. Clip
U.Clip
I Angle dip
2' X4'X.�6602
666261M
668271M
6665112M
2"X6'X.25"(17)j
66604
666262M
666272M
1 6665113M
STANDARD CUP
6063-T8ALUM.
2.000"
I
IO
X-SECTION
NOTES:
1
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.
1.490•
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
a cnn•
2.000'
4.000'
250" 2' X 4' X .2S
MULLION
6063-T6 ALUM.
X-SECTION
250
��2000'�i
6.600'
YX6'X25
MULLION
6083-TO ALUM.
X-SECTION
U-CLIP
2 125'L.5"
6063-T6 ALUM.
X-SECTION
.12F----1.490'--i
CUTHERETO
3.500" CREATE FLIP,
.376' '6 ' _ SEE OETAL F. .M11 rt ,375'
MIN. r SHEET4 MIN.
i
I I I I
II I I
I �
I I
I 1
—i — — — — — —� 3.438• 1 + 3.438"
I I
1 I
I I
I I I
I I I
L- STANDARD CLIP U-CLIP, 6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /SED FOR 2'X 4MULLION. SHEET 18
BOUNDARY -SEE TOPVIEW TOPVIEW
SHEETS'I6-17 FORTHE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE R OF ANCHOR HOLE MUST UE
DIAMETER ANCHOR DIAMETER - ItI6•, N THE DASHED BOUNDARY, SEE
SHEETS 16-17 FOR THE ANCHOR D.C.
5.500" DISTANCE MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER ANCHOR DIAMETER +Ill V.:
3.500" CREATE F-CUP,
MIN.. ' e, r SFED ALF, MIN. rC
376'
I I I I
I I
' f '
I I
I I
I I I I
I I
1 I
I 1
I 1
I 1
I - 1
I i 1
I I
I 1
1 I
STANDARD CLIP U-CUP
8M3-T6 ALUM 6C63-T6 ALUM.
TOP VIEW USED FOR T X S. MULLION, SHEET 17
TOPVIEW
I 2XS ANGLE CUP
` 6063-T8 ALUM.
2 000X-SECTION
.12s
5.000' 375'
MIN.
T---------------------1.
I
I I
I I
1 I
L_-------I
I I
3-438•
1 I
.375'
I I MIN.
:ff
2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOP%
SHEETS 16A7 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER + 1110'.
---------------
I
I
I
I I
I I
I I
I I
I
I I
I 1
I I
I 1
I I
I I
I
2XSANGLECUP
6063-TB ALUM.
TOPVIEW
MIN.
D zNG O 1
0
N ltl � Y C
CY J
O U ¢ O 1
a n�� Z � 1
�(J)
0 sl
U E� W �1
PRODUCT REVISED
as complying with the Florida
BuLiding Code
NOA-1o. 17-0630.01
Expiration Dat 5/26/2021
By
Miam a Product Control
�.-,1,,A"pNY LYN/v •'',,�'
No.58705.�
0.
AL ENG``•
010L R. P:E—
FL P.E.$ 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS W HEAD
SEE
SEE
FENESTRATION
DETAILS,
PROWCfS
SHEETS
APPawAL�
za
72
MULLION
LENGTH
4
4
E
SEE
SEAILS
sHEErs
ZDE2
a
NO ANCHORS I1N WIN�OOW SSILL
-{I MULL WIDTH
OPENING WDTH
EXAMPLE 2: MULTIPLE MULLIONS
' MuuWIDTH-Ih
uUWON `
-SEE -
LENGTH
DETAILS,
DETAIL E.
d,
OPENINGHEET]
SHEETS24
S
HEIGHT
FOR
HORIZ. 7
MULLION
r
SEE
DETAILS,
SHEETS
� 23
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRESA DESIGN PRESSURE OF+60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+11=6S. REFERENCING SHEET25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+SO.Of--60.0 PSF. IFTHE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAILABLE
FROM TABLE 3A. SHEET 7, THE 1' X 2.75' X.375" MULLION (LENGTH =72, OPENING WIDTH =70-) MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET S. THE 1" X 2.75' X .65V MULLION (LENGTH • 72', OPENING WIDTH - 70") HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE- ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4) R12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) N12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWCN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +660.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) X ( 636 LBS = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TORE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A
DESIGN PRESSURE OF-50.0/55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32--72'+1-105-AND THE OPENING WIDTH IS 36'+36'+1'=73. REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-YS" AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE V X 2.75' X.375' MULLION (LENGTH 106'. OPENING WIDTH = SO-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 7F15.1 PSF
'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION (LENGTH =108", OPENING WIDTH =Sn HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2 =74% NOT 73' AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73- DIMENSION (35-12'+35.12'+Y=731.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE V WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3116- ULTRACON ANCHORS'ATAN EDGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER .
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2" =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2-X4' X.250' MULLION (@ LENGTH = 42-, OPENING HEIGHT -120-) HAS A DESIGN PRESSURE OF+/--170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8°
WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH
(4) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
ANCHOR TYPE IS A C12 STEEL SCREW,
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION}
THE LOWEST DESIGN PRESSURE IS 4144.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLE
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATK)N PRODUCTS TO MUWON._�
PRODUCT REVISED
as eomplying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
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NOTES:
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RERESENTATIONS OF TYPICAL
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