HomeMy WebLinkAboutNOA - MULLIONM IAM 1.1 MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
PGT Industries, Inc.
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1070 Technology Drive
North Venice, FL 34275 Bly
SCOPE: 5t LUCIO CoUildy
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer Will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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 Iabel 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 NOA# 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 M. Plasencia, P.E.
NOA No. 17-0630.01
MfAMi•DADE COUNTY Expiration Date: May 26, 2021
(
117 Approval Date: November 09, 2017
Page 1
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
I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of. clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTEFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5u' Edition (2014) and FBC-601 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.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
E-2 Approval Date: November 09, 2017
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING WIDTH FOR VERrIUL MULL
MULLIONS / --� SEEDErals
A-D,G,H
SHEETS 24
GENERALNOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS, MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
SHAPE
I
111I
SEEDETAILS
SHEETS 2-0 /
U III
i _
11 1 ATHRU G,&S
\
SHEETS 2-0
OPENING
VERT.
HEIGHT
MULL
FOR
LENGTH
HORIZONTAL
SEEDETAILE, MULL
SHEETS
FENESTRATION
PRODUCTS MAY
BEOFANYTYPE
MUSTSE
/ III
--III-=
MANUFACTURED
BY PGT.
HORIZONTAL LA-0,G,H;
MULL
/SEEDETaLS
SHEETS 24
LENGTH
HORIZONTAL
MULL
LENGTH
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN. U180. THE 1!3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZESHOWN ON THETABLE(%
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & S OF THE FLORIDA
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONTO S. MULLIH THE ONS TARE ONLY TO BE USED WITH BUILDING
PGT-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 THE SPAN AND OPENING
WIDTHIHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
�PEMNG WIDTH --I
I---HORQ MULL LENGTH—j
LENGTH
F.
Y
p I OPENING
HEIGHTOPENING
FOR
OPENING MULL HORIZ p p VENT"
HEIGHT� LENGTH f' MULL
L L l
OPENING WroTH
SINGLEMULLION SINGLEMUWON �FORVERTICAL MULL
OPENING WroTH
FOR VERTICAL NULL
",SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
t, FROM FIGURE 1 ABOVE
CODES I STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2015.
-AISI S100-12
•AISC 360-10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR OR?RIANGULARIIRAPEZOIDAL'.
GENERALNOTES......_.-- 1
INSTRUCTIONS............. --- 1 i
ELEVATIONS.._ .............. 1
MULL TO 2X WOOD......,_— 2
MULL TO 1X & MASONRY-_. 2
INSTALLATION NOTES._____._ 2
MULLTO MASONRY__.........._ 3
MULLTO STEEL STUD ----------- 3
MULL TO MULL_._ ................. _ 3
ALTERNATATE CLIPS__.._.._..._ 4
SAY MULL PlSTAL1AT10N_._..._ 4
1 X2X-125 MULLSPECS__.-5
1 X 2 X.375 MULL SPECS__..._6
1 X 2.75 X .375 MULL SPECS ._----- 7
1 LL X 2.15 X.65 MUSPECS...__.....8
1 X 3.126 X.600 MULL SPECS.__..9
1 X 4 X.125 MULL SPECS_-_.._10
1 X4X.375TUBEMULLSPECS.... 11
1 X 4 X .375 T MULL SPECS.-_.11
126 X 3.188X 265 MULL SPECS._12
125 X 3.25 X .100 MULL SPECS..... 13
126 X 325 X.624 MULL SPECS- 14
125 X 3.94 X.624 MULL SPECS..,_16
2X 4 X 25 MULL SPECS__-_--16
2 X 6 X .25 MULL SPECS...-_... 17
126 X 2.11 X.125 MULL SPECS_, 18
30• X 325 BAY MULL SPECS_..-_, 19
45-X 325 BAY MULL SPECS-..-_ 20
MULLION &CLIP DIMENSIONS_ 21-23
EXAMPLES 1 &2__._-..—.—•24
LOADING EXAMPLES .............. 25
4) FIND THE CHOSEN MULLION'S MULLION CAPAGN (LBStM FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTNELY, USING
THE MU WON TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBSlFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFI'1 FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LES). THIS VALUE
REPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIPPATTERNMAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE
OPENING, YOU MAY USETHE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT3) FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFTO OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
By
Mlamv- de Product Contro
�NYcEri N �! ���'�
*• No.58705
ATEl� T •.' fug`
A. LYIJhI MIWEI I' O.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
�-�' FOR HOLE
�SEE SHEETSCATIONS
17!�,-
�`SCREWS FOR
DISTANCE
OMIS ALL MULLIONS
N
DETAIL B: M
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
1 I
I I
� I
° I
a I
I I 1
I I
va °
ETHER OR
EDGE .. 4' '
DISTANCE
FOR
MASONRY ¢ ,
THE OFFSET CLIP IS ANCHORS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
1 TYP. ANCHOR
PERSUBSTRAT.
PER SUBSTRATEF
SEE TABLES I O-160
SEE TABLES 1B-168
EDGFJEND
DISTANCE
SEE TABLES
BUCKSTRIP
IB-738
AND
ATTACHMENT
•.
BY OTHERS.
' '•
SEE NOTE 1,
-
.
':c
SHEET I.
.. -
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 MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRYANCHORS.
UWONy
BUCKSTRIP TYP. ANCHOR ^ E'
AND PERSUBSTRATE, ^= U
ATTACHMENT SEE SBETABLES 1B-13B
BY OTHERS, In
BEE NOTE 1. OJ
SHEET t
..• 0 nN ¢' W
W
MIN 2.7 KSI •• r , -' , EDGE N J
CONCRETE Oft CMU' �'I•�•' 1 pISTANGE. -j
F---�I-SEESEE TABLES CO
EDGE DISTANCE 1B-13B w _
a FORMASONRY W Q ❑ F
ANCHORS W. m o (q
SIDE VIEW :3Z LU
F-- Q /D tD
° EITHERTHE I-- Q
ti
STANDARD O z U d m 2
OFFS
ETMULL Z m a BU
a CUP MAY BE W LY 9
INSTALLED BY N KZ
THIS METHOD. m D 7 z
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-I3B
BUCKSTRIP
AND
T ATTACHMENT
BY OTHERS,
OABEDMEM' • , -• ` ' SEE NOTE 1,
SHEETI.
MNZ7KSICONCRELEORCUU ,
FRONT VIEW
F I m
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PRODUCT REVISED
as complying wM the Florida
Building Code
NOA-No. 17-0630.01
F.pi-lion Data 05/26/2021
j 111II It I11,
ON... IV
ICENS
.k No.. 5870�Z_�*:
A. LYN�i �iItL1LER, P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
m
ETTER
d
EDGE DISTANCE ��
TYP.ANCHOR
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
DETAIL E: an 2q
-1 -12S• MIN. MULLION TO MULLION
INTERSECTION NOTES:
LLION Q
(U-CLIP) 1) MAY BE INSTALLED IN OR g� o MU
INTERSECTIONS.
VLES 02 U
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY. N
I 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 U
TOP VIEW FOR CORRESPONDING MULLION. t i :
Z LD
MULLION O =
I II VARIES i -i I��U J U3
1 Al2STEELSCREWS,
I^ I SELF-DRIWNG OR PRE-DRLL �L Er S F
tk"�"vv�-
MULLIONMUWON AND USE SMS D, mmOM W ♦- Z zOE OFFSET CLID IS ZD F0
FPl-FRAMED INTERSECTION ul Of 0
WINDOWS,BUTMAY �ULCDPZ
ALSO BE USED FOR CRMER FRAMETYPES. R Q Z ^_
.d a4 z z g o3 01
4 TYP. ANCHOR SEE SHEETS 21-23 FOR a �� ••O XO
PER SUBSTRATE, HOLE LOCATIONS Q m - -
SUCKSTRIP SEE TABLESI8-13B FRONTVIEW D EDGE W Q Y Y
DISTANCE
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 16-138
EDGE DISTANCE
• FOR MASONRY
ANCHORS
AND
ATTACHMEN7
BY OTHERS.
SEE NOTE 1,
SHEET 1.
d
8
EDGE
,DISTANCE
SEE TABLES
MIN 2.7 KSI CONCRETE OR CMU 18-138
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 THEANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED. REFERTO 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, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELOO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
SEE TABLES
1B•13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
_URE
TYP. ANCHOR
—PERSUBSTRATE.
SEE TABLES 18-138
SEESHEETS
21-23 FOR fF I
MULLION
(FOR STEELS UCS THINNERTHAN
iB GAAND COMPLIANT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS
USE WOODANCHOR 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.
SIDE VIEW
® ~ z
z a
O Q..— Z
�s a 1OxO
U b Alm m
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
MIamF-D a Product Control
EDGE Y1 j1.1.,,
DISTANCESEE TABLES ♦ ♦• aOpfY LYA/N
1B•138 : •t •' CICENSF �i�l
No. 58705
��'O• TATE P� ••��
i T
i COSY �-ZORIDP-.•-G\=�
A�'LN,I�I IR1�.E.
FL P. 58705
EMFRIOR
O
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEDETAILS A-D,
\ SHEETS 2AND 3 FOR INSTALLATION
x TO SPECIFIC SUBSTRATES
SIDE VIEW
SHOWN WITH 1'X4'X,126.
MULLION
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
CONDITIONS.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1843D
STANDARD CLIP TO BE
MODIFIED INFIELD.
ECOE
DISTANCE
PERANCHOR
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 211' X .126' MULLION.
2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
O
O 0
O 0
TW
TYP. ANCHOR
I VPF.RSU-
SEE TABLES I5B OR 16B
XTERIOR
I
2' Xb' ANGLE CLIP.
—2 PER MULDON END, MUST EE
W
PRODUCT REVISED
as comp)ying with the Florida
Building Coda
NOA�N0. 17-0630.01
INTO wood,
STEEL, ALUM
Expiration Date 05/2612021
OR MASONRY EXTERIOR
..'
By
Mlam -D� Product Contra
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NOTES FOR INSTALLATION OPTION G 8 H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUSTSE INSERTED INSIDE OF MULLION.LICENS
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2) DETAIL G: SEE TABLES 1BA4B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE a
�•:- No. 58705 •.
LOCATIONS.
3) DETAIL H: SEE TABLES 156 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ®
0 , E
LOCATIONS. i
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FL F.E.# 58705
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ri
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cZ v
r
u
ti
=z�
a
8
ti
g
o
sg
a
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o
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r3
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um
x
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ti �
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r
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ai
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6d
ti
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ae
u
g�
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it
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ai
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_i
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ci
c
TO
Tim
421n
9.5
332
932
403
115.6
325
79.9
406
107.8
321
69.9
408
10C4
319
62.7
408
104.0
319
56.9
408
104.0
319
46.6
408
104.0
319
39.9
408
104.0
316
35.0
406
104.0
319
48 in
8
258
624
M2
73.4
252
53.5
312
67.0
248
48.8
312
832
246
41.6
312
61.3
244
37.6
312
61.0
244
31.2
312
61.0
244
29.8
312
61.0
244
Z3.4
3M
61.0
244
50.fi251n
6
234
53.2
281
61S
228
45.6
281
55.7
224
39.9
281
521
222
35.5
261
50.1
220
31.9
281
49.3
219
26.0
Zei
49.3
219
22.8
281
49.3
218
20,0
267
49.J
219
54In
W312M8
.5
2D7
43.9
247
49.8
202
37.6
247
44.8
199
329
247
41.5
198
29.2
247
39,4
194
25.3
241
3e.4
193
21.9
247
38.1
193
18.8
Z47
38.1
183
16.4
24T
38.1
193
WIn
12
170
320
200
35,4
166
27.4
200
31.6
163
24.0
200
28.9
160
21.3
200
Z7.1
159
192
200
259
157
16.0
200
25.0
156631n
.3
155
27.6
187
30.3
152
231
181
26.9
149
20.7
lei
24.5
146
18.4
1S1
228
144
16.8
181
21.7
143
m
"In
211.6
165
30.6
142
24.0
lee
26.1
139
2eB
165
9.1
13fi
18.0
165
21.0
134
721.
222
139
2&3
12D
18.5
139
19.9.
113
159
09
17.5
116
78In
iD.9
125
19.7
109
15.7
1 125
16,8
107
78h
17.5
118
1t42
104
TABLE T LS
Anchor
Ca cl Tabk bs
SObs lc
27k Conoreta
15k C-
Holow Gmu
FNed CMU
PT Wood
Mehl
y1S E(pp
1/4-SS Eko
5/16' Eloo
i/4' SS EW
#10 SWel
9128t•cl
#12 61ed
Amdl. pw
3116^Eko Ulbacm
IN Ete, Ulacm
.moll
311Va. LAbecon
IW Elm Uft-
ABOr=11ccr
UOmoan
AggRGalar
Sem- 05)
Screw (G5)
8w (G5)
Anchor Clip Pa@ems
2.1ir
1'
2-12'
3-118•
1°
2-1/2'
1'
2-1?
Y
3-116'
Y
0.48'
054'
0.324`
Ed, D's.-(ink
Enlbedmeld (h):
a'
1-&V
I�Po'
13/4'
I V4"
Y
1-1/4`
I.1/4"
1-1/4'
1.1f4
i-1/4^
Y
1SI8'
t31fb
re,kis
2 Anchoa ®4.75 Min. O.C. / Slandald ar U85e1 Clip (Fg. 11:
3008u
390 0ss
450 9r5
690 Ibs
1844 0a
270 bs
2BO Ihs
3541s
74D Ibs
a74les
8641bs
9481s
391 O.s
4421bs
5601s
4 AOchom®1.7S Min.O.G /SlarMard (orOrseO Cllp (F4]. 2):
4801bs
7000u
WA
WA
WA
NfA
383 ibs
WA
WA
WA
WA
WA
B820a
8351Ra
112005
4 A1I ws 11 M1a O.C. / (2) 2x5AngL Gips / (Fg. 37
7e0lbs
7800.
680 0 t
15M F.
1696 Da
5401s
550 Qa
WA
7601s
748 9s
8801Ds
7892Im
632 6a
88511s
1120 Me
-2 Amhom®0.4S M5,. O.C. IuLlp,Inw.12SAlum.(Fle.4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
NIA
71516s
1Arwhor/F-MP(Fg.5}
1851s
1951bs
225lbs
4451bs
'822 OR
1351s
7401bs
1771ha
3700»
1071hs
3321hs
4131bs
7700s
2271ha
2801hs
2 Ancnora ®1.15^ Mh. O.CJ F+�ip (Fb. BF
2401s
3501s
WA
_ WA
__ WA-._
^ WA'^-^1901s^
WA
WA
N/A
WA
WA
3411bs
4421hs
5801bs
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATI ERN AND ANCHOR VALUES AS 1 ne a I ANDA D CUP.
FIGURE 1: FIGURE 2:
F���� F
FIGURE 3:
r-O
®
® •
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
FIGURES: FIGURE 6:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(OP,,,) X (ANCHOR CAP.,,o•,,,aa\ ANCHOR CAP. -
`MULLION GW.,,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 THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
-j 1.000' �-'-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR 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,
2.000'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L
125'
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1' X2' X.125' MULUON
LEAST .125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & 912 ANCHORS INTO WOOD MAYBE STEEL 1" S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
Dy
MIam. �11r.d..t
`aOy LYNN
�•: No.58705
ATE F� •(C/1
ONAL ENvv`•`
A. &II NNIUIIO , P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table sfl?
Opening Width (for selticallysparr/rg
millions) 0 ening Height (for hodmnFaily.6panning mullions)
50 in
Win
70 in
Win
901n
1W in
120N
lob
160N
Recbn9ulN
TlapRdmg.
Ree181gu1ar
Trap'Idarg.
Reolon9uLv
TmpTdag,
Rectalgunr
TmprrdaM.[IRIectwgWar
Treprildmg.
R.WUWar
Trspri'dang.Recguh,
Laadtlg
TmpfTdmgar
Loading
loading
Tmp/Tdang.
LaadNp
R_nng r
Lvadre
Tnp/Tdang.1
loadnB
Loadag
Loadin9
Loadm
Loedm
Loading
LcadigaCOg
Lcadlg
Loallrg
Laadug
x2 x.375LoadingLoading
Alum. Tube
Mullion.9
Z•
A'
$8,g
a
�.
2•
ag.
D
a?'
3
S�
D
i
s
�`
x
D
S
13
L
s
�v
x
o
D
titi
D
s
Tn�
-g
c
Ba
c
3
,.Aqu
3a
ci
6
e --,
...
LLc
3
ip
6S
J
i
b°
i
8�'
Agga
8�
$gg 7-`�
v
€
t;
o
t
o
agge
s
�&
�g3
8LZ
gg
a
f�
rQ
d`¢
f'$
a`te
�$
d`rc`�2.
Zrc
fB.
22 `io.
a�
��
f�
��
de`rc
d�1
Erc
d�`rceE�
d`a
42 in
170.0
820
170.0
435
151.3
Eel
170.0
478
129.T
6E2
170.0
SM
113.5
662
169.5
Ste
10a9
862
168.9
517
90.E
S62
168.9
517
75.7
662
1517
6&e
517
649
B62
18&B
51Y
S02
48In
121.E
507
136.0
419
101.4
W7
119.2
410
86.9
WT
t00.7
403
7&0
507
1H26
ass
57.d
507
99.6
397
WB
SW
99.0
396
5A7
507
99.0
a98
4&4
507
99.0
396
38.0
38.0
5g7
99.016&
99.0
396
396
356
n
10a.7
456
114.6
379
86.4
460
09.9
371
74.1
458
90.5
364
64.8
416
-8
350
5Y6
456
'81.3
357
Ste
456
80.0
356432
456
4M
W,0
6tIl
356
313
37,0
30.5
456
400
80.0358
St6313
324
2&.7
456
400
80.0
61.8
313
n
85.4
40D
013
a38
71.2
400
80.9
328
61.0
400
727
322
53.4
400
67.3316
47.5
400
64.0
315
427
400
0.3
314
ass
623
324
fi6.9
276
51.9
324
6f.6
270
'AS
324C51264
3&9
324
4G9
2W
346
324
43.9
257
31.1324
420
255
2&0
324
40.5
253
72.2
324
40.5
253
19.5
324
40.5
293
C
Wh
63.8
294
57.4
252
448
294
49.2
248
38.4
294
3A6
294
3918
237
29.0
294
37.1
234
26.9
294
3S2
232
224
294
33.5730
t92
299
33.4
290
16.8
294
334
230
661n
46.8
26B
49.H90
39.0
258
424
225
33.4
2S7
268
225
29.2
225225
2W
-141
25.6
218
1S5
26.0
20.0
268
.225
31.6
23.5
216
162
23.4
18.0
268
275
2 ..8
221
212
180
19.6
16.0
268
715
2 -o
20.3
210
t77
1&7
129
268
225
27.7
1A6
2W
176
146
11.3
268
225
9.7
1A61767BN
209
72in
3&0
30.6
225
202
37.8
-320
196
177
30.0
2S5
225
202
322
772
191
773
2f.8
.2
71rd
t�
19.2
17.7
202
1@
21.9
1&7
167
159
17.0
1S7
202
192
19.7
18.1
165
167
1S3
14.2
202
1B2
18.4
IRS
1W
1S5
128
11.8
202
192
76.7
15.2
160
552
10.9
70.1
202
192
1&B
t44
158
150
A6
8.9
202
1I72
1S0
142
158
150
80 In1.1.19.0
72B
Jr
144
76.1
126
961n
162
127
15.6
1 113
l
TABLE 28
Anchor Ca ac
Table
bs
SlAsimte:
27K Concrete
3.5k Coiw.
Holhw CMU
Rled (24U
5l1s, Doa
1/4' 63 Eleo
51f6" Eleo
U4-SSE.
ed
¢70 Steel
fn2 Sleet
I #1
2S
gti
ArxtwrType:
3116"Elco Uilr4can
'7f4'Eieo Utrecon
UQmeon
3/1fi•Eko USlacon
1!4'Elco Nbaean
AggnGeior
Ulfmcoo
Aggn%Gator
Scnw ((u7
Semw (C7
(G5
Sngw(r>SI
pncAor Clip Patrems
2-1/2'
3178'
1'
2-12'
1'
2-12
Y
3-'UB"
2'
0.48'
0.54
0.324'
Edge D'etance QnI
1'
2-1/2•
.1"
M4'
T
1-7/4'
1-114
1-1f4'
7-7l4'
1-114'
1-1f4'
Y
1-YB'
1Jle•
Cedes
Embedment QnT
2 Ai0us 0 4.75 Min. O.C. f Star4ud ra 05et 01p (Fig. 12
1314'
3W IN
1-314'
3W Ills
13'4'
650 Es
fi o ms
1644 U
2711 ms
200 W
354 Ibs
7401bs
97416s
91 Ibs4
Anclms 0 1.15'Min. O.C. /StandardI.M.1) pip (Fp. 2i
480Ibs
7W ms
WA
WA
WA
WA
380 lbs
WA
NIA
WA
821bs587201bsOors
82105
08516s
1t201bs2Almtwrs
�q 3' Min. O.C. / R1245 AngN (Rips / (Fro• 3X
783Ibs
7601W
680 ms
156010s
1896 ms
5401m
5W Ibs
NIA
Tfi0 ga
7481ha
WWA
WA
WA
715@s1
® 0.45'Min.O.C./Ualp,hW.125-Atom.(Fk-4p
WA
WA
WA
NIA
NIA
WA
WA
WA
1Tl Ibs
N!A
3701bs
N!A
1B71bs
70 Ibs2211bs2
Altcbm/F431p (flg. SJ:
1S5@s
1951L
2256s
444 fw
822 IDs
735 m31401bs
341 lbs
49216s
SOO �s
Awhars fA l.lS Mtn. O R np(rm. 6}
240 Ns
350W
WA
__WA
tBA
WA7W^Es
WA
WA
NIA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT] tKN AND ANCHOR ve
FIGURE 1: FIGURE 2-
FIGURE 3:
e
F0
0
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE4:
FIGURE 5: FIGURE 6:
4NCHOR CAPACITY ADJUS i mea. r r..,.....,.
(DP )X(ANCHOR CAP..ANCHORCAP.-
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
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 17-0630.01
Expiration Date 05126/2021
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
1 000- �--
-
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.
IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.0
1LL111111/ll
:�� oN. • • • • • • NM ��'�
HOLES TO BE DRILLED
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
�'tJ; = 1,10EN,gF' :��(�
�,• j0 '�
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
UNIT SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED
TL
I
No. 58705 '
CONCRETE BLOCK (CMU)
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63•T5 AND BE A MINIMUM OF.125"
"' -
YELLOW
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT
1'X 2'X-375"MULUON
=(il •
'• tATE 1F i
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 B.S.
'i���saS FCORIDi`:G\=�
"7,7j70NlAIL.
,.�•
A. LYNfJ MILLER, P-E.
FL RE.B 58705
I AGLt JA
- MUBIon CapacHy Table (Ibshe)
Opening W(dth oarleftcaly-spanning
m it ions) or Opening Height (for hadzenfallpsparrilg naltions)
So in
60 in
70In
BO In
901n
iwin
120 In
140 in
1601.
1%275%
Recl guW
lnadng
Traplrfleng
Loadlg
Reclangd r
Loafing
TrepffrtanB.
laadng
Rectangular
Loadn4
Tl-wflsg.
Loading
Recmngder
Lca&ng
TapliHag.
Loafing
Recmn9ulaT
Leading
Trapfiderg.
Loafing
RectargNar
Loadn9
Tr4pRdang.
Leed'ng
Re01an9u@r
Loafing
7lapinlang.
Lweing
lEdan90ffi
L ding
T1apRA4ng.
Lcsdng
Recmngular
Loadng
TlL-dnng.
Laadng
.376 Alum.
Mullion
mm
au^g
rri
�cdri".g�.ag.l
fa
6aci �rc-.•
E$c`B)
v�cGigam`'-a¢-.
8„i
sO`€
�2
aur��
iaTube
asor�h`o'e2g
�
ooaTgal!
c�tpis.Eb.
42N
170.0
fi20
170.0
435
170.0
7M
/70.0
678
170.0
E68
170.0
506
170.0
992
170.0
5i9
1740
1116
1740
521
IM.0
1240
1740
62.1
14e]
1301
170.0
521
127.5
1301
17MO
MI
1115
1301
170.0
521
48 in
170.0
708
17D.0
524
170.0
850
170.0
69
1709
992
170.0
Me
170.0
1133
170.0
661
151.8
1139
170.0
617
136.E
1139
170.0
680
113.9
1139
1TQ0
680
B7.fi
1139
1740
680
85.4
ti39
1740
680
Sams In
170.0
741
170.0
W3
170.0
898
170.0
631
167.8
1032
170a
684
146.8
1032
17au
723
100.5
1032
170.0
747
117.4
I=
I -Me
2se
g7.9
1032
170.0
750
03.9
1032
170.0
756
73.4
1032
170.0
75S
641n
170.0
757
170.0
612
1fi1.3
807
170.0
691
1382
9W
164.7
no
120.9
907
1S26
721
107.5
907
145.0
714
968
907
141.1
710
60.8
907
140.0
709
60.1
So7
140.0
709
60.6
907
140.0
709
60N
141.1
735
151.5
625
117.6
735
130.3
611
.100.8
73S
116.0
599
882
T35
tOB2
590
78.4
735
99.5
683
70.5
735
95.1
578
58.8
735
97.6
574
50.4
735
91.0
$T4
44.1
735
9!9
574
631n
121.E
6fi6
110.0
570
f01.6'
666
111.5
557
87.0
666
98.9
547
762
bb6
80.1
536
67.7
666
83.9
631
60.9
WS
79.8
526
50.8
666
75.8
821
43.6
666
75.6
521
38.1
666
75.6
521
t
661n
106.0
607
1124
622
88.3
607
941
511
75.7
607
85.0
501
6B2
WT
77.1
493
5u.9
607
T75
486
53.0
607
67.6
481
442
GOT
M.4
476
37.9
607
627
474
33.1
BW
627
4 74
C
J
72m
BiS
510
85.6
443
fie.0
574
73.0
43d
563
10
64.3
426
51.0
51
557.9
419
45A
510
573
413
446
5f0
60.0
408
34.0
510
45.9
402
292
S10
4d.4
3�
25.6
610
{4.3
399
76 in
6a4
458
72.5
400
57.8
456
61.7
392
49.e
*a
54.1
385
43.4
468
48B
378
33.6
458
44.6
373
34.7
45B
51.6
369
289
458
37.7
362
24.0
450
36.0
359
27.7
458
35.7
358
781>
Cri2
435
679
381
53.5
435
569
373
45.9
435
48.8
366
{0.1
435
44.T
380
39.7
435
40B
365
32.1
435
3&1
351
269
435
MA
344
?YB
435
326
041
241
435
322
340
90 in
41.8
327
43.1
211
34.8
327
36A
265
29.9
327
31.8
260
241
327
283
275
232
327
25.7
271
20.9
327
23.1
268
17.4
327
21.0
2M
14.9
327
19.3
251
967n
34.4
287
35.4
257
28.7
287
799
252
24.6
2a7
26.0
248
21.5
287
23.1
244
19.1
281
209
240
17.2
287
19.3
237
14.4
297
16.9
732
1081.
242
227
24.7
205
20.2
227
20.8
201
17.3
227
18.0
198
15.1
227
16.0
195
III In
223
214
229
191
11.6
211
19.1
191
15.9
216
16.6
IN
120 in
17.6
194
17.9
167
TABLE 3d
Anchor
Capacity Table Ibs
Substrate:
27k Ca Ie
3.5k Caren.
V43-CMU
F0ed CMU
PT Woad
Meml
6'16'Eko
1f4^63 F7c0
5f16'Elco
IWSSEIca
010Steel
1112 Steel
u12Sied
Anchor Type_'
3/19 Ek0 IBbeeen
174 Eko 1182con
UWacon
3/76' Ek0 Ul7xon
1/4° Elra Ultr4can
AggmGatar
Nlracon
Aweemlor
Saew (GS)
Be" PS)
Screw (05)
Anchor Clip Patterns
b12'
1'
2-11Y
3.118'
7'
2-12'
I.
2.112'
T
3-118'
2•
0A8"
0.54•
0323'
Edge Disfarme (in):
1'
1a14
1af4•
T
t-1/a"
t-1/3'
1-t/4•
1-1l4"
1-1A"
1-1/4'
T
lave•
tale^
tertes
Embedment(In
2 Anehe. ® 4.75• Mb% o.G! SmndaN or Otset Clip (Flg-1L
1-374'
39016s
1a/4'
380 @s
45D @s
890 @s
1674 R.
2701bs
260 @a
354 @s
I" 0n
3T41bs
fi641ba
9461bs
MI @s
442lbe
5601bs
4 Anchors 5)1.1S Min.O.G /3lmrdard (orOtmet)Ciip (Fg.2F
490 @s
7000s
WA
WA
WA
WA
3800)s
WA
WA
WA
WA
WA
682@s
8851bs
112016s
4 Anion; G 3' Min O.C. f (2) 2r5 MOW Clips f F19. 3):
780 Ibs
780 D.
Can M
1560 0s
189fi bs
5401bs
560 hn
WA
760 Da
748 @c
880lb-
1892IDs
fie2 @s
BB5IOs
11201bs
2 Anclwrs @ 0.45 Mht. O.C. f U471p. )nto.12S'Alum. (Fig. 4}
WA
WA
NIA
WA
NIA
N/A
WA
NIA
WA
WA
NIA
WA
WA
NIA
7t6 bs
1 Artchorf F-gip (Fg. 5J:
195 f!tt
185@s
2251hs
445@s
822Ibs
1351bs
140W
If—
370.@s
187Its
3321bs
473@8
17016s
2211bs
2B0®s
2Anohaa®L75•NI4 O.Gl FOip F70. eb
2402.
3501bs
WA
WA
WA
WA
1901be
WA
WA
WA
N/A
I WA
1 347@s
1 4421bs
I5B0 @s
NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND PNCHUR v7a.Ur.S 74a-1 nc a 1HIVUNRU r. T \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2'
FIGURE 3:
0 0 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: rF�IGURE5: FIGURE@
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,,m,u„
(OP„�) X ( ) =ANCHOR 1;.4P..m.
MUWON CAP.,,o,,,,,r
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MUWON. 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 PRESSURETREATEO
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 STEELTO 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.
16
a
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 0512612021
By
Miamduct Control
111H III,
i '
�,!! �.
* No.58705
ONAL E1``�
A. LVW MILLER, P.E.
FL P.E.# 58705
I IitlLt 4H
• Mullion Capacity Table Ibs/R2
Owing Width (forlerficaQy-spanning
mullions) orOpening Haight(1Dr sparring mrdiors)
50 in
601n
70 in
00In
80In
100 in
120In
140 in
1601n
1X2,7bX
Rectangular
Lpervi�dg
hapRllan9•
Loading
RactenRdar
Lacing
TapRdaw
Loading
Redlengdar
Loafing
TrapRdag.
Loafing
Rechrgidar
Loading
TraVTrhong.
Loedee
Rectangular
Loedng
Tapffti .
Loafing
RaclangNar
Loadne
TapfTriarg.
Lnadrcg
Rectangular
Loading
TrWooinng.
Loafing
Reooftrff
Loadutg
Tr Loading
Loafing
Redgldef
Loading
TrLoadinn9.
laa9rtg
.650 Alum.
Tube
'
w
��
x
1
v
�8
r.i;
`z�`�'r`e
g^p-1
is
g�
yy5y
a�
t
o�
.
'
c
`d`�
=�
c'�
E
a�
'fF
d`al
��
�'i°
r
d`¢
r
o
3�
��
ao.�
���'ay"=�Y
r
d`¢
c
'^
a�
,
d`ag
a
Ec
�9
z,
d`¢
a
f$
o°
ass
0
0
asMulBon
6`at
��.
E�
d¢
�c42in
170.0
SM
f7D.0
435
�170.0
744
170.0
478
170.0
868
170.0
SW
[17
992
iT0.0
519
170.0
1116
17D.0
521
170.0
1240
170.0
521
170.0
1488
170.0
SN
158.7
1620
170.0
521
138.8
1620
170.0
52148
in
17U.0
T05
170-0
524
170.0
170.0554
170.D
992
170.0
630
1133
170.0
661
f70.0
1275
170.0
677
170.0
1417
170.0
6B0
141.7
1417
170.0
680
121.51417
170.0
s6D
i116.3
1417
170.0
660
50.Mi.
170.0
747
1T0.0
563
170.0
MS
00.0
631
170.0
10M
170.0
634
1195170.0
723
1626
1266
170.0
747
146.3
1286
170.0
755
121.9
lZM
170.0
7�
104.5
128fi
170.0
756
91.4
1286
170.0
756
1700
797
170.0
612
170.0
955
170.0
69I
170.0
1116
170.0
754
1130
170.0
803
133.9
1130
770.0
837
120.E
1130
170.0
B56
100,51130
170.0
861
@3.1
1130170.0
881
75.3
1130
T/0.0
881
MIn
170.0
865
170.0
IN
-
915
162.3
761
1255
915
144.5
748
615
1323
735
87.6
915
123.8
726
87.8
815
118.5
720
732
6L8
815
114.4
715
54.9
815
114.4
715
63N
151.8
a30
161.9
710
126.5
MO
138.9
VA
108-S
630
1232
Ml
630
1122
670
84A
830
104.6
662
75.9
830
69.4
65U
613
54.2
030
94.1
649
47.4
030
84.1
649
$m
fi6F
1321
757
140.0
fi50
110.0
757
118.8
83a
943
757
105.9
624
62.5
757
80.1
874
73A
757
68.1
806
68,0
757
N2
60D
55.0
*47
472
767
782
6B7
41.7
757
782
591
c
j
721n
101.7
63fi
108.8
552
84.8
836
91.0
540
72.7
63b
90.1
530
m.e
638
722
SZ1
6a5
636
66.5
514
50.9
638
BZ3
508
42A
36.3
6d6
65.3
l.47
31.8
636
552
197
5
leM
Bs.S
571
80.4
498
721
57f
78.8
488
81.
571
a7.4
479
54.1
S11
60.6
471
!0.0
571
65.5
484
43.2
571
51.8
459
3a.0
30,9
571
44.8
447
27.0
571
µ.6
446
781n
80.0
542
83.4
474
66.7
542
70.5
465
57.1
542
621
556
50.0
542
55.7
449
44.
5542
51.0
442
40.0
542
473
437
33.3
$42
42.0
420
26.6
542
40.6
425
25.0
542
40.1
@3
904r
52.1
407
53.7
361
43.4
407
45.4
355
372
407
39.6
349
325
407
35.3
343
28.9
407
321
33B
26.0
407
298
334
21.7
407
26.1
327
18.6
407
24.1
322
16.9
4lR
23.0
319
98 h1
!29
358
44.1
320
35.8
358
372
314
30.7
358
32.4
309
268
358
28.8
304
Zi6
358
26.1
300
21.5
358
24.0
296
179
356
21.0
289
15.3
358
182
264
108 h
30.1
ZB3
30.8
255
25.1
283
25.0
251
21.5
283
22.5
247
18.8
263
19.9
2"
16.7
283
18.0
240
15.1
2B3
165
237
1111n
27.8
267
28,3
242
23.1
267
23.8
238
19.8
287
20.6
235
17.3
297
I8.3
231
15A
267
16.5
228
120 in
220
20
223
209
16.3
229
18.8
205
15.7
2M
162
202
I AMU 4tl
Anchor
Ca ac Table bs
Substrate:
2.111 Cate
3.5k Cone.
Ro1ow CMU
FUI d CMU
PT Wood
l
5116' Eko
N4- SS E&o
5116' Elco
1/4- SS Elco
010 S.e d
W2 S1etled
AncMr7ypa:
31167 Mo.
Ill. on
IW Eloo
Wb4can
Ubaoo4
3/1S Elco
Ulbacon
1/4' Ebo
Ultracm
A98re6alor
Ulbacon
AI71PC0a[ar
screw (GS)
ScraW (OST05)
Anchor CUP Patterns
Edge Dlsianca Mk
1'
2-12'
1•
2-1/Y
3-1W
f `
2-7/2-
V
2-1
Y
3-i/B'
2'
GAB'
0.54-'
Embedment Bnk
1 7M'
13/4'
1-314'
1314•
2
1-1/4'
i-114'
t-i!4'
1-1/4'
1-1/4`
1414'
Y
1�I8's2
dM.
Archms f$4.75'Min O.C./54andard or OBsd QiP (Fkl. 1k
39D Ibs
990 bs
450lbs
6901bs
1644 ba
27011.
2801bs3541Ds7401ba"'-68/1bs
946bs
341 lbsM2e4Anchors®1.7S
Min. O.C./Sdndmd (aCi6sd)CIIP (F42k
4802.
700 bs
N/A
WA
WA
WA
3801Ds
WA
WA
WA
WA
WA
6B21bs
885
16a-0Arlc
__@ r Min O.C. / R) 215 Argk (21ps / (Fig• 3k
7B0Ibs
7901bs
680 lbs
15601bs
1B961bs
540 bs
S601b6
WA
7601Ds
74816s
880lbs
169216s6B216s
885 baIb+2
Anchom�0.45MIn. O.C.1 LLCGp, 8do.125'AMn.(R9.43:
WA
WA
WA
WA
WA
WA
N!A
WA
WA
WA
WA
WA
WA
N
shoriFGlp
(Ffo. 5):
195 nbs
1951bs
225 IM
415 bs
8220s135bs1401E
177Ibs
370 bs
13711s
332lbs
47316s
1701bs
2211062An.-O.1.-.,LE
C' 2'1,(F10•ek
2401bs
3501bs
WA
NIA
WA
WA
1900tt
WA
NIA
�t
WA
WAWA
341 Pos
4421bsb1
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU ANCHOR VALU65 ASTHE He a rwv� ..err. C 1 CIRCLED VALUES ARE USED IN THE EXAMPLE UN SHEE i 24.
ANCHOR CAPACITY ADJUSTMF-N I FUFJAULA:
(DP-) X(ANCHORCAP.,,",,,�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
0:
CD
CO
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No, 17-0630.01
PxpiraHan Date 05/26/2021
By
FIGURE 1:
®
FIGURE2
® ® ®
®
TABLE NOTES:
1) SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
--1 1.000- -•--
till ll 111//
N N 7i
N
ao
FIGURE 3:
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.�
2.750'
``` •
` `S�; ' JCEN@E: •'-l(� �i
®
® ® ®
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
* : NO. 58705
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fli I F
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED
OF.125'
0
-
' �=
•.
FIGURE 4:
FIGURE 5: FIGURE 6:
®
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
4 CREW THREADS BEYOND
1' X 2.75' X.650' MULLION
�0ATE 0:lV4u:
CROP -.•' ���
/'/A
'9NAL
®
® ®
THE MATERIAL #i & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 0 S.S.
A LYFI<IJ (MILLER, P.E.
FL P.E.# 58705
1 /1OLC Jrt
Mullion Capacity Table bsl@7)
opening Width (for eerlica*sparrang
mtffions) or Opening Height (for hcr{2orlta Spatrir9 mullions) -
50in
on in
701n
win
BO In
100 in
120 in
140 in
ISOM
1"s3.125"
Rectenguiar
Leaning
TrffTfln g
Loafing
IR-UnBular
L-Ing
Traprideng.
Ltedng
Redengular
Londin;
Tr4WTd*W.
Loafing
Rectnnonr
Loafing
Tmp/Tdang.
Loaning
R.Uaguler
loading
TrepfTdml9.
Loedng
Reefeffng
LOadnO
TIepTAanB.
Lmdin9
R..wgdar
Loading
Trap VTIRnguler
Loaning
TraiJTdallg.
Lancing
Rw0.m®Iler
L-Ini
Trep/Tdeng.
Lancing
.500"Atom
Mugzt
T5111
Ti-
f-
¢`�
Z�
x
xTube
42in
170.0
620
170.D
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.B
1116
170.0
621
170.0
1240
170.E
521
170.0
1d88
170.0
1735
170.0
521
154,4
1802
R0.0
521
48In
170.0
708
170.0
524
170.0
&W
170.0
584
170.0
992
170.0
830
170.0
1133
170.0
661
170.D
1275
170,0
677
170.0
1417
170.0
157.7
1577
170.0
689
135.1
1577
170.9
!FA
7182
1577
170.0
680
50.625In
170.0
747
170.0
563
170.0
1196
170.0
631
170.0
1046
170.0
664
110.0
1195
170.0
723
170.0
1345
170.0
747
Me
1494
170.0
756
141.7
1495
170.0
756
121.5
1495
170.0
756
106.3
1495
170.0
756
54 in
170A
797
170.0
612
170.0
956
17a0
891
170.0
1116
170.0
754
170.0
1275
170.0
803
1enI
14%
170.0
637
149.5
1{%
170.0
856
724.E
14%
1711.0
867
106.8
1401
170,0
8e1
93.4
1401
170.0
86'1
60 in
170.0
W5
170.0
701
170.0
1063
170.017971RS
1156
170.0
978
138.7
1156
187.0
OM
12J.3
1155
156.5
%7
111.0
1158
1493
910
92.5
1158
1".5
803
79.3
1156
144.5
OM
09.4
1156
144.5
ON
631n
170.0
930
170.0
745
159.8
1049
170.0
1049
05Z
BW
119.5
1049
141.7
646
106.5
1D49
1320
MG
95.9
1049
125.5
826
T9.9
1D49
119.3
820
68.5
1a49
116.9
819
W.9
1649
118.9
Big
s®
BBH
168.a
1#55
170.0
78B
13BA
-955
151.3
955
1337
708
1042
955
121.4
775
O26
B55
1126
765
83A
am
700.4
757
69S
955
00.6
749
69.6
On
93.7
749
S21
955
r18.7
746
C721n
126.6
603
134.9
697
1OLO
603
114.9
603
101.1
BM
80.3
803
912
659
71.4
BW
a39
649r64.2
803
78.6
842
SOS
803
M
6M
459
803
69.8
60
40.1
am
69.778
in
fOB2
72f
114.7
629
9L0
721
g7.D
721
85.1
WS
88.J
721
78.5
Say
fi0.7
721
70.1
588
721
65A
579
45.5
721
59.4
569
U.0
721
56.0
5&
34.1
721
56.1
fi8378
in
101.0
684
105.4
599
642
684
89A
684
78.4
Us
63.1
6M
70A
567
56.1
fie4
84.4
556
6"
59.9
551
/24
68/
54.1
541
38.1
684
51.3
536
31.8
664
50,8
534
g0 in
65.8
514
079
456
54.8
$14
57.3
448
47.0
511
50,0
441
41A
514
44.0
433
36.5
514
40.5
4
6t4
37.3
42t
27A
614
33,1
412
71
514
30.4
406
2D.8
574
29.0
403111O
542
4W
55.7
4N
452
452
47.0
3%
38.7
452
40.9
390
33.9
452
36A
384
30.1
452
32.9
370
452
30.3
319.16.9
4S2
220
35536.13S7
38.9
322.
31.7
357
327
317
272
357
28A
312
23.8
357
252
308
21.1
357
22.7
sm
S57
20.6
299
159
357
18.0
293
13,8
357
182
287
17.9
357
15.0
283
111 in
75.1
338
35.8
308
Z'1.2
338
30.1
301
25.0
338
26.1
266
21.9
338
23.1
2Q
19S
338
20.8
2[18
17.5
338
19.0
284
14.6
338
58.5
Z78
125
338
14.8
273
11.0
338
13.6
26g
12D In
27.7
289
28.2
283
231
7A9
217
259
19.8
299
20.5
255
17.3
289
18.1
252
15.4
289
16.4
249
13.0
289
14.9
246
11.6
289
12.8
240
99
739
11.4
236
8.7
289
t0A
232
I HDLC OD
AnchorCa
Table s
SUIsOate
2.7k COM tr
35kCmO.
I Haloes CtAU
FlUd CMU
PTWOW
Mda
5/GEta
t/4•SS19t0
516-E7c0
114'SSEIcO
1110Sted
4112SWd
tl12Sted
AlKh TBM
316•ElcoUOracal
04'F9cOUkacon
Ulaaton
3nEFJmUOnson
1lfiExOUnracon
AggeGaar
URfdfdn
Agln:Gaor
Sr4ew (C3)
Sriev (('Sj
Straa (05)
ANcharCllPPattems
Edge Oistaeeg
1•
9-U7
r
2-t!z
_4Ikr
r
2-V2
r
24Ir
z
3-utf"
2'
O.dB•
a54•
o.3zr
EmOedneM a
134"
1.N4'
131a-
1-3W
2•
1.114-
MW
1-1la'
t-V$
T-1/4'
1414•
7
I-W
12r8'
lzdes
2Anch- @ 4.75' MIN O.C./ StaMaO or016et CBp (Ag 1):
390 ❑s
300
450 ms
l901W
16441Ds
2701os
280 t>3
354 IDs
7d01m
37d Itn
66! ae
9481ts
341 Ion
442Re
6W no
4 Amnon, @ 1.W MIN O.G I Sun= (or Olbet) Clip(Rg 2k
-060 fOs
700 �
NIA
WA
NIA
N/A
X.
3rAlOs
WA
WA
N/A
WA
WA
6021as
8851m
1120 U
4AMta. @ 3' MIN O.C. 10 2t5An21e Clips! (Fl8. 3}
ER,
780 Ns
780 es
68O Ibs
1560 Ns
1896165
560 ms
NIA
7601rs
7481M
8801�
18921�
G821bs
885 ms
17201Ds
3AM1n5@0.45• MIN O.C. I U_Cnp, inA,Y d}
N/A
WA
N/A
WA
N01
WA
WA
NIA
t0A
N/A
WA
WA
WA
WA
10731as
i Arclnr/FCI¢(Rg. SX
195ID5
19 Irs
ffi1bs
4d510i
P.22108
135fl6
1400s
1P ms
3701.
t871bs
3321t8
4731D3
17o ms
221 Ibs
250 Re
2Antnas @ 1.15' NOrt o.rti FLYy ¢ 6j
2401E
350IDs
NIA
WA
i4/A
WA
190 Ds
NIA
WA
NIA
WA
WA
gat Ibs
442Ibt
5501as
ANCHOR CAPACITY ADJUSTMENT FORMULA:
PP_)X ANCHOR CAP.•m,,,,,,,r\ _ANCHOR CAP.,,,,
MUWON CAP.,®",•.,
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDINGTO 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 MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
F1.000"-I
FIGURE 1:
FIGURE '
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 AND/OR OPENING WIDTHS IS ALLOWABLE
3.125"
FIGURE 3:
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 2i 23.
FO
e ®'
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
PRESSURE
7
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE -TREATED
FIGURE*
6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' TEEL TO BE AT
THICK STEEL TUDS TO BE A MINIMUM GRADE 33 AND (18 GAUGE). STRUCTURAL SREAD
1•X3.125•X.5`MULUON
VF MULLION)
I(IFIGURES:FIGURE
®
SSCREW THK BEYOND
EXTEND
AL STEEL,CALL
(i-
®
THE MATERIAL #10 8. #1 ANCHORS INTO WOOD MAY BE 18-6 SAOR 410
� F to G 00 a
a LD x B �O mC
A C m ❑
a
M Y
® 4q G
I x <
Q ¢ O C
iY da< ZmOm
d� &-C
PRODUCT REVISED
as camp)yIng with the Florida
Building Cod.
NOA-No. 17-0630.01
Expiration Date 05126/2021
LYNX ,I,,.
`.: No.58705
*-
Q_
�O� .•• S TE k/�
'ONAL 'F
a LYNItilTinlhsl P.E.
FL P.E.# 58705
TART F RA
Mullion Capacity Table (Ibslit2)
Opening Width (for ver6raty-sp2nn1 g millions) orOpening Height (for hDAzordally-spandril anflotc)
Sets
SD in
70 in
001n
90in
toots
12U In
1401h
160M
1k4x.125
nect.pular
Lcadng
TmptTdarg.
lnndn0
Recta1p0ar
Lcading
TraplUuM.
Lnemng
Rectan9aler
Loadtrp
TreplTllem.
Lowing
Rectangular
Los6ng
Tmprrrlang.
Laadmg
Rectangular
Loading
T."afg.
Lnadn9
Rnclangtiar
Loafing
Tl.04 ng.
LoaAng
Rectmgular
LoaCng
TmWTdmB•
lnadnp
Aectar,gular
Lmdng
Tmp/TtM.g.
L9adng
Recfangtdar
Leading
Tmp/niang.
Lmdng
Alum -Tube
MUD ion
ill
�.
oa
QK
a
g.-,
rT_
ft'.
¢K
a
p_.-.
�e
QK
P
re$i
Eu
<i �•
da`3
2c
�•
4i
jl
¢
?
riE
n
�c
n
y,.
C7 p�p
l
lC
F
a
r:4
-a
ie
.,v'
`°o
75
{5
2a
QK
3a
Z;e
.r
@
�¢
z•
2:C
�
¢K
a
a
i�.
'.-.
QC
o
�e
alC
n
r^
d
a
�.c
a
n
d`Km
p
�c
o_
IKL
93
fi9.
='.-,
C
QtY
r
$
�e
u_
2P
Q¢
3$
'ee
n
a
6K
42M
170.0
62D
170.0
436
170,0
744
170.0
478
170.0
868
1 170.0
505
170.0
992
170.0
619
170.0
1116
170-01
W
170.0
1240
170.0
621
170.0
14W
170.0
MI
1489
170.0
521
127.E
1489
170:6
521
48In
170.0
708
170.0
524
170.0
850
170.0
SH
170.0
992
170.0
6W
170.0
1133
170,0
661
170.0
1275
170.0
6T7
156.3
1303
170.0
680
1303
1303
170.0
680
13M
170.0
We
97.7
1303
170.0
690
50.625 M
170.0
747
170.0
663
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0t2571
56.1
1235
170.0
747
1405
1235
170.0
755
117.1
1235
170.0
756
1235
170.0
%
67.8
1=5
MA
%
64 in
170.0
797
170.0
612
170.0
950
170.0
691
170.0
1116
170.0
754
154.4
1158
170.0372
1158
17MO
937
123.6
1158
170.0
855
1029
1158
170.0
WI
1158
170.0
861
77.2
1168
t70.0
B61
60 in
170.0
885
170.0
701
160.7
1042
170.0
797
142.9
1042
161.1
832
125.1
1042
146.7112
1042
13&8
801
1009
1042
130.2
791
83.4
1042
125.1
782
[43
1042
t25.1
782
62-5
1042
125.1
702
63M
170.0
B30
1709
745
1512
02
163.6
SIB
129.6
992
144.4
789
113.4
992
131.00U.8
892
121.4
766
90.7
992
114.8
76B
75B
992
108.4
745
M2
10&0
744
56.7
992
less
744
66In
165.4
947
170.0
7&9
1378
947
146.0
768
118.1
947
130.3
768
103.4
947
117.719
947
108.7
738
BZ7
947
102.2
727
689
S47
85.1
713'
947
94.0
711
51.T
947
94.0
711
C
72 M
135.9t
737
1132
849
121.6
722
97.0
W
10&9
708
81.9
849
96.4
75.6
849
as.7
606
s7.9
BW .
e2.7
675
56.9
849'
75.3
S9
80
72.5
SW
425
849
T2.4
651
J
76 M
1155
665
96.1
762
1026
652
825
762
90.0
640
R2
762
80,9
42
762
742
tr7D
57.8
762
692
613
4&1
762
62,8
602
762
69.9
697
3G.1
762
59.4
595
E
78 k1
106.9
634
89.0
714
84.6
621
76,3
724
82.9
609
66.8
724
74.4
9.4
724
6&t
591
53.4
724
634
583
44.6
724
673
573
3B2
T24
54.3
567
33.4
724
53S
565
90 M
69.6
493
58.0
643
60.7
d74
49.T
563
529
166
43.5
543
47.1
38.6
543
428
452
34.8
543
39,5
446
29.0
643
.9
136
24.8
547
321
430
21.7
543
30.7
426
96i
6'7.3
427
47.8
478
49.7
41S
40.9
478
432
412
35.8
478
38.5
31.8
478
348
400
2&7
478
320
395
2A9
478
.1
388
20.6
478
25.6
380
179
478
742
376
1WM
403
341
33.5
377
34.6
335
28.8
377
30-D
330
2523T726.624
377
24.0
321
29.1
377
220
31T
1&8
377
.0
!174
310
14A
377
17.1
304III
M
37.1
323
30.9
357
31.8
318
2S5
357
27.6
313
Zit
357
24A
B.
0,6
357
2Z0
WS
18.5
357
20,7
301
15.;
357
.
294
12UM
29.3
306
29.8
279
24,5
308
26.1
274
21.0
306
21.7
270
18.3
306
192
1S.3
306
173
263
144In
17.0
21Z
17.2
196
Anchor
CaDacitY
Table bs
SUW1ata
Z71, C.-te
3.5k Coro,
Hollow CMU
Riled CMU
PT Wood
Metal
Anchor Cllp Patterns
AncMr type
3115 FJoo lAlr4eon
1F4'Eko Ultracon
S116' Eko
Ult-n
3I78°EIco UHmcon
1/4'Eko lghacon
114" SS Ek0
AggmGabr
5ri6' Elea
UUmean
1/4' S9 Eko
A137reGator
410 Steel
8-113,5)
812 Steel
Sc1e M)
912 Steel
Suew(05)
Edge Dis)nnoe rnT
1-
2-1/2'
1'
2-iE
3-iter
1'
2-7/T
V
2-la'
2'
3-1w
2'
0.45
1 054'
aaw
E.Indmerd Mk
M4'
1.3'4'
1-W4'
1,3I4'
2'
1414'
1-114'
1-1/4-
1-1/4'
14/4'
1-114'
Z'
1a18'
13iB'
'cries
2Ancbom @ 4.75 Mh O.G / Standard
w Oi6et CIIp ig. 182k
390Ihs
390 M
450lbs
89016s
1644IDs
270 9s
280lbs
354lbs
74011,3
374 r
664lbs
M lb.
341 Ibs
4421bs
5601bd
4 Anclwm@2.25"Min.D.C./ Stlndanl(aOffset) Oil,(Fig. 3J
700 res
70D IM
58010s
1410lbs
952lbs
NIA
Bee lb.
WA
630(be
WA
880lbe
W
6821bs
885lbs
01hsA
112
B A.h- @ 1.15' MIm D.C, f SWdartl (0 OMO) CUP IRS. 4):
See ft
M M
WA
WA
NIA
WA
7601hs
WA
WA
WA
WA
WA
13630s
17701bs
2240 lee
4 Amb- ®3' Min O.G / R1245 Angle Clips / (Fig. a
780 b.
801
680lbs
1560 ms
1896IW
540 U1s
560lbs
WA
760Ibs
748 lb.
860lbs
18921hs
682 Ibs
885IN
1120 0>s
GAnehora @ 3' MID. O.C. / (2 2s5Anple Cflps / ffe. ep
11701bs
1170IGs
102U bs
2340 Ds
28446s
8101hs
W (bs
NIA
11401bs
1122 ms
13201bs
2BM the
11122 0x
73Z7 ms
1680 ®s
d Anchors @ GAS" MM. O.C. I t101p, Into .125' Akm. (Rp. 7)1
WA
I WA
WA
WA
WA
WA
WA
NIA
WA
NIA
WA
WA
WA
WA
1430 Ors'
2 Arlrlwm@225'Min. 0.01 F-Cep(Flp. 6}
3501hs
3500u
290 rbs
T0516s
d7810a
WA
2BO Ibs
WA
BIB r.
NIA
d401os
WA
3411Gs
4429W
5W Ibs
4Anohom @ 1.15 Mn. O.CJ F ;10 (Fla. 9x
480 Ms
790 ks
WA
NIA
WA
WA
380lbS
WA
WA
NIA
WA
I WA
1 682 Ibs
e85lts
f 1201bs
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANUHUK VALUtS A� i NC IA of D Cur.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES FIGURE R
E I
• • M--*
FIGURE 5:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 58,6) MUST
BE USED IN PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FUKMULA:
(DPW) X \ ANCHOR CAP.„e -N =ANCHOR CAP.-
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
ADDIT)ONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-1 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS_ .
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF .125" THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12T THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8
#12 ANCHORS INTO WOOD MAYBE STEEL, 10-8 S.S. OR 410 S.S.
--� 1.000-
4.000'
L1[ -125'
1'X 4'X.12S
MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021_
\\' F
\• ANY IYNN,y�
'��,•' CICENS,'
* : NNo. 5870rr1I5
tSE F�1•14���
•'•.;cCORIDP.•-
A. ti' UN MIUJV-K P.E.
FL P.E.# 58705
TARI F 7A
Mullion Capacity Table (Ibse)
Opening W idth (toreelticalipspaming mll9ons) or Opening Height (for hodmnlafil spanning muDiere)
Sol.
601.
70 (n
so In
90In
IGO In
17g in
1401n
160In
1 It d x.375
Rectangulat
Lca&M
LoadingLoadn9
7n4VfdanO.[170.0
ect ngul'
Ttrdan0.
Laadn9
fu<tangaWr
L<admg
11aMdsr&
L.&g
Reclarlpulat
L�dng
Trey?dan0.
L-&nq
Rectangular
1mdN9
TradTriang,
U.dn9
Rectangular
Laadng
inrEVrdmg.
Loadn9
Reetangular
LoadM
Trap?tlon0.
Lnadllg
Reclangular
Loading
TrzP7lFiang.
Loedm9
ftectmlDular
I -a q
TraWTdeng.
luedng
Alum. Tube
`�`�$'$
�
g
���
D
D
2
'fi421n
is
A
_a
A�gg�B6a33D7a;n3��aS
D
_gMullion
170.0
620
170.0
435
744
170.0
478
170.0
8S8
170.0
606
170.0
S92
170.0
519
17D.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1903
170.0
521
481n
170.0
708
170.0
524
170.0
860
170.0
5M
170.0
9W
17D.0
630
170.0
1133
170.0
661
170.0
12TS
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
630
170.0
1983
170.0
680
151.8
=4
170.0
600
60.6251.
170.0
747
170.0
563
170.0
696
1700
631r17
INN
170.0
684
170.0
1185
170.0
723
170.0
1345
170.0
747
170.0
1494
17MO
7W
170.0
1703
170.0
756
158.0
1919
170.0
756
136.5
1912
170.0
756
541.
170.0
797
17D.0
612
170.0
958
170.0
691
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
15"
170.0
856
159.9
17S9
170.D
861
INN
1799
170D
e61
120.0
1793
170.0
561
601.
170.0
8B5
170.0
701
170.0
1062
170.0
797
1240
170.0
078
170.0
1417
170.0
S44
170.0
1594
170.0
996
155.5
1619
170.0
1033
129.6
1619
170.0
7063
111.0
1619
170.0
1063
972
1619
170.0
1063
531n
170.0
930
170.0
745
170.0
1116
170.0
Ma
1302
170.0
940
170.0
1488
170.0
1015
156.7
1642
170.0
1076
141.0
1642
170.0
1122
117.5
1542
166.5
1159
100.7
1542
1679
1157
b8.1
1542
167.0
1157
{
661n
170.D
974
170.0
789
170.0
1169
170.0
903
1364
170.0
ID02
160.6
1472
170.0
1086
1428
1472
169.8
1148
128.5
1472
158.8
1130
107.1
1472
147.3
1108
91.6
14T2
140.0
1104
80.3
1472
146.0
1104
m
72 In
17MO
1053
170.0
.878
1275
170.0
!Mg.
1320
•1662
1101
132.o
1320
149.9
1W2
117.3
1320
137.3
10SS
105.6
1=
128.6
1049
W.0
1320
117.0
1024
76.4
1320
112.6
1013
66.0
1323
112.5
1012
v
761n
170.0
112Z
170.0
937
1164
159.4
1013
123.2
1184
139.0
994
11Z2
_1184
125.7
978
99.7
1184
115.3
964
69.8
1184
107.5
952
74.8
1184
SIM
935
64A
1194
911
927
58.1
1184
923
D25
N
70N
166.1
1124170.0
967
t724
U7.0
865
118.8
7124
128.8
947
103.8
1124
115D
931
923
4124
iW.e
918
83.0
1124
99.5
9W
692
ti24
89.0
e90
59,3
1124
81.3
8B1
51.9
1124
832
B78
90in
108.1
a"
1115
750
r170.0
VA
94.3
736
77.2
Sid
821
724
67.6
544
73.3
712
60.1
64466.5
702
54.0
84!
61A
693
45.0
844
542
fi78
38.6
844
50.0
6W
33.8
844
17.7
66Z
961n
B9.1
742
SU
663
742
772
652
63,6
742
672
641
55.7
742
59.6
631
49.5
742
54.1
622
44.5
742
49.8
614
37.1
742
43.6
600
31.6
742
39.8
690
27.8
742
37.6
684
108in
62.6
586
63.9
53D
686
63.9
521
44.7
588
46,6
513
39.1
566
41.4
6W
34.8
586
37.3
493
31.3
666
342
492
26.1
588
29.6
4B1
223
588
2fl6
172
19.6
686
24,7
466
ill N
57.6
5SS
58.8
503
4B.0
555
415
495
412
555
4-
"'
38.0
05
38.0
480
22.0
656
342
473
28.8
555
31.3
467
24.0
555
27,1
457
20.6
555
243
448
18.0
555
22.4
M2
120N
45.6
475
46,4
q33
38.0
475
39.0
426
326
475
33.7
420
28.5
475
29.8
414
253
475
26.8
409
2Z8
4T5
24.5
404
19.0
475
21.1
395
16.3
475
1ST
387
14.3
475
172
331
144 Tn
26.4
330
28.7
3W
220
330
224
301
18.9
330
19.3
297
16.5
330
17 0
20
TA01 C 70
Anchor
Capacity
Tablefibs)
satstrate
27k Concrete
3.5k C r .
Hallew CMU
Filled CMU
PT Woad
Metal
Anchor Clip Patterns
Anchor Type:
3N6'Eho Ultrae<n
114'Eico UlOacon
y1E Elw
Ultrawn
N18'Eko UlOacon
1/4•Eko Uihacm
1/4'SS Eko
ADo.G tar
y76'ElcO
LAlrecon
1/4'6S Fho
Ago.Gabr
91051eeJ
S_(GS)
iii2 Steel
Serew(G5)
#125tee1
Scr (G5)
Edge O;stance(My.
1"
2.i/?
1'
2-1W
3-1/8
1'
2-1R•
1-
2-1/T
r
3176
2-
0.45'
OST
I 0.3zr
Embed-,00
1-314'
1-34-
( 1-N4'
1-314'
7
1-114"
1-1/4-
1-1/4'
1-IN
1-1/4'
1414'
2'
1-W
"m"
lades
2AWc ® 4.75• Min_ O.C. / Standard
ar Offset Clip (Figs 1&2):
300 ft
39011,3
450 On
890 ft
1644 bs
270 W
2801m
354 6s
740 m4
374 He,
664 Its
No lb.
341 Gs
44216s
560 lbs
4 Andras 226- W9 O.C. I Standard (or Oftel) C11p (FID. 3):
700Ibs
700 bs
580 ft
1410 6s
S52 bs
WA
560 ft
WA
630 ms
WA
WO lb.
WA
682lbs
Bey ft
it" ha
BAnchoo 1.18' Min O.C. / Standard (or Offset) CHp ft. 4r
ISO D.
14001be
WA
WA
WA
NIA
760 the
WA
WA
WA
WA
WA
13631b5
Win l .
2240 8s
4 Arohars ®]• Mln. O.C. / pJ 2Y5 AnDle Clips I (F41. 5J:
780 b9
7B0 the
680 bs
1560lbs
1896 G.
5400.
S60It,
WA
760lb.
7481bs
ON 1.
16921ba
6821be
w ft
1120 be
6Anchus a r Min. O.C. / (2) 215 Angle CAps 1(Fig. ilk
1170lbs
11701bs
1020 bs
2340 lbs
28441bs
8109.
640lbs
WA
1140 Os
11221bs
132016s
28W bs
1022 MG
I= Ibs
16M 1bs
4 Anch- ® 0.45- Min O.C. / L191p, Nto.12S Ahrrn. (Ft). 7J:
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
NIA
1430 the
2 A-ha10 ®225'Min. O.C/ F-GIP (Fip. ek
3506s
3501bs
290 bo
705 Its
476 ms
WA
2001N
WA
315 bs
WA
440lbs
WA
341 On
44216s
56 '
4 Anchors 0 C15' Min. O.C.1 FCOp (Fig. 9}
4801bs
7001bs
WA
WA
WA
WA
3aO lbs
WA
WA
WA
NIA
WA
6821bs
e8511e
11201bs
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHUK VALUES AS I tit S I ANUARU UUF•.
FIGURE I: FIGURE2: FIGURE3: FIGURE 4: FIGURE B: FIGURE9:
FIGURE 5:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS.
= 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
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063TS AND SEA MINIMUM OF.125'TRICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I25' 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.
4.00Ti
IT,
1.
- 711
111
i
G
i
-MULLION
4
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No- 17-0630.01
Expimtion Date 0512612021
♦.�`� NY LYNN
No.58705
;moo' s1-7 'rL,
V
FL P.E.# 58705
I TACII C RA
Mullion Capacity Table IbsNt1
Opening Width (forveNraliy-spantng
mWolls) or Opening Height (fur hodzarta%-sparcling mutions)
50 in
60 in
701n
80 In
901.
1001.
1201n
140 in
1601n
125" x
R.WgLflar
Loadln9
T p/Tdmg.
LLOdn9
RecGmgWar.
L-dng
Tteprrdang.
Leading
RactanGVWar
Loedmg
TrapRdag•
Loadng
Rectangmar
Loading
TFaprrden9.
Loading
Raetangdar
Loading
Trapfidang.
Loading
Redengular
Loadrl4
Trap/idang.
Loading
Reetelgutar
LOe61g
Trap/l'dany
Loading
Recten9ela
Leading
718p/rdan9-
Loading
Retlengular
Loadng
Trayhien&
Leading
3.188" x
.265"Alum
Mull
T1515,
rzi^pA.�•
a
3&
bQ
€�
G'V°
a
a8
a8
"8o3i`S�
r
a
p
x
a
r
z
a
a
^Tube
42 in
170.0
620
170.0
435
170.0
744
170.0
478
17Q0
868
170.0
508
170.0
992
170.0
519
170.0
Ilia
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
151.6
1769
170.0
621
481n
170.0
708
170.0
524
170.0
650
170D
584
170.0
992
170.0
63
1170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
M
154.8
1548
170.0
age
1377
1548
170.0
680
116.1
I548
170.0
No
50.625 in
170.0
747
170.0
563
170.0
89S
170M
631
170.0
1046
170.0
6M
170.0
1195
170.0
723
170.0
1345
170.0
747
ts7.0
1458
17U3
756
1392
1468
1T0.0
756
1103
1468
170.0
756
104.4
1468
170.0
758
54 in
170.0
797
170.0
612
170.0
956
170.0
691
17a0
1116
170.0
764
170.0
1275
170.0
803
163A
1376
170.0
837
146.0
1316
170.0
855
1223
1376
170.0
851
104.8
1376
IMA
861
91.7
137B
170.0
881
601n
170,0
885
170.0
701
170.0
1063
17U3
797
150.9
1155
170.0
an
139.0
1138
161A
930
123.6
1158
156.E
919
tilt
1158
15a0
912
927
1158
144.8
905
79.4
1158
144.8
W5
69.5
1158
144.8
9u5
631n
170.0
930
170.0
745
160.1
1051
170,0
850
1372
1051
155.9
862
120.1
1051
1420
848
106.7
f051
172.3
837
98.1
1051
i25.7
B30
611.1
1051
1193
922
68.6
1051
119.1
821
60.0
1051
119.1
821
t
661n
167.1
957
170.0
789
139.3
957
151.6
WS
119.4
957
134.0
790
104.4
957
121.6
777
92.8
957
112.8
767
83.6
957
106.6
759
69.8
957
100.0
750
59J
957
98.9
748
522
957
88.9
748
C
m
72 In
128.7
804
1392
698
f07.3
604
1152
684
91A
ON
101.3
671
WA
e04
91.4
6W
71.5
804
$4.1
650
64.4
6p4
78.8
643
63.6
8D4
72-3
633
46.0
804
Me
Em
40.2
804
69.8
628
761n
109.4
r22[114.4
630
912
722
972
618
782
722
65.3
606
68.4
722
76.7
6%
60.6
722
70.3
$88
54.7
722
95.5
580
45.5
722
59.5
670
39.1
722
66.7
565
34.2
722
562
S"
781n
101.2
b056
600
B4.{
BBS
89.6
588
723
8B5
7e.5
577
63.3
6'65
70.5
568
662
685
64.6
560
50.6
685
60.1
553
422
686
64.3
643
36.2
685
61,4
837
31.6
605
80.7
536
90In
65.9
515
457
54.9
515
57A
449
47.1
615
50.1
441
41.2
516
44.7
434
35.6
515
40.6
42B
33.0
515
37.4
422
27.5
515
331
413
23.5
515
305
407
20.6
515
29.1
404
96In
54.3
453
404
45.3
453
47.1
397
38.8
453
41.0
391
33.9
453
36.4
365
302
453
33.0
379
272
453
30.4
374
2L6
453
26.6
366
19.4
453
24.3
360
17.0
151
229
356
login
38.1
35B
323
31.8
358
328
Mg
27.2
35B
28.4
313
23.8
WS
252
We
212
358
22.7
3N
19.1
358
20.8
300
15.9111
in
35.1
338
306
29.3
336
30.1
301
25.1
338
26.1
297
223
338
232
293
19.5
338
20.9
289
17.6
339
19.1
285
12D in
Tl,e
290
28.3
2rA
232
290
23.8
26D
19.8
90
20.6
258 1
1TA
290
182
253
15.4
290
16.4
249
144 in
16.1
ml 1
10.3
1-
AnchorCepacity
Table (Ib8)
S19state
27x Oxxrde
3.Sk Cam.
Hdbv cmu
Figed CMU
PTW010
Metal
AnchorCilp Pate
MchOrType
9n6'6[O Ugtdcm
}/S EkOUeracOn
5116'oco
U0fa00n
y1EEJ[ON:rdUl
1/4'EkOU9rdCOn
114'S5 Elca
Ag".er
S7S9[0
Utr4Cen
tf4'SSERo
A99MWM
910SIed
S-(G5)S-rG)
84261ee1
.M2 Steg
SCre4 PSI
--Rd- ge eflnence 6nT
1'
2-Ur
1'
2-Vr
3.10
r
2-1/r
1'
z-vz
r
b11W
r
0.4a•
a6C
o.3La•
Emba3nell n.
73f4'
131r
73/4'
13•4'
2'
1-vd'
1-v'r
1-1/4'
1-U4'
1-1/4-
1-11r
z
t:18'
7319'
radar
2A.ehm, Q VY 80n I / Stan0au
x Off,4 alp (Fla U
39D b9
I 3M IDS
I450109
69018s
164d Ibs
90 ®s
280 es
354135
740Ibs
374 On
SM WS
0461ts
341 lbs
442 Its
'.SO las
4Archas @ 1.45' Min O.C-/ StandZnl (0f 0r-t) (8p F* 2x
490IDs
ICU We
NIA
WA
N/A
NfA
3eD is
NlA
WA
NIA
WA
WA
6621De
Sea Im
1120 Its
4Arcml9 @YMIn. O.C./(2) 2r5 Argie Glps/(Fig 3)
78D IDS
780Ita
t330®a
1513�
18g41-
5401t's
560th
NIA
76011s
74B Ins
age Bs
1892 SA
65266
685It6
1129Ila
4Ar4tr3 QO.45'MIn.O.C.1U42Ip, Into.l2SAlum. (Fig 41:
N/A
WA
WA
NfA
NIA
NIA
WA
N/A
WA
N/A
WA
WA
NIA
WA
14301as
1 AaCmrl FCllpgig 5j
195 w9
195 t6
2251bs
4451rs•
6221b9
t356s
140th
7778X
3701�
18716s
332lbs
47SIM
170 m9
221 Me
2806s
2 Ancmm @ 1.15 N n. O.CJ F-COp g 6T
240 IbS
3501bs
I NfA
I KA
I N/A
N/A
190 is
I NIA
I WA
NIA
WA
WA
341 IDS
442 Os
560 by
NOTE: FOR THE OFFSE I GLIY, USE I HE SAML ANUMUK VAI I CKIN HNU W-MUK rALUCJ na r nc o lwrurvw Uur.
FIGURE 1: FIGURE 2:
FIGURE 3:
F,o 0
FIGURE 4: FIGURE 5:
m
ANGLE
CUP MUST
® ®
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(D P,) X ( ANCHOR CAP.,o,�1 _ ANCHOR CAP.,,
h1ULLION CAP.,w,,7-
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
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INIFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6053-T5 AND BEA MINIMUM OF.I25 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 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
F
a
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PRODUCT REVISED
as comp tyin9 with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/2612021
''L(CENSF-;��� i
`�.P • No. 58705*�
ATE
�"'/,"O1
NA� ST` �'�
A. LYNN MILLER, P.E-
FL P.E.#58705
TABLE 9A
Mullion Capaa(ty Table (Ibs1ftl)
Opening Width (forverOca6yspanning
mulions) or Opening Height (forhartzontag"panning mullions)
50 N
m i.
701n
BON
90 in I
No In
1201n
T 1401a
160In
1.25 z325
Rtlm10iler
Lo46rg
Toprilall9.
LWdn9
Rmlan9ulsr
Lo4dng
7rap/Tden9•
Load'mg
Rc.ImSWor
L-fing
Tmprrdmg.
Leading
Reelangular
Loadg
TrayMan9
Loeding
Reelan9uur
Lceft
Tmp'Tdan9.
Lo4dg
Reelenpkr
Lead 0
Tmpmen9
L-kno
ROctan9Wsr
LOnong
T.pfrdeng.
LoadNB
Reelengular
rCeding
TI'MI-Q.
L rdn0
Re4nnguler
LoadN9
Tmprrden•2.
Load'n9
%.100
Alum. Tub
Mull on
E
pp
d�
&
i4
E
�
i9
$,
2$pY1 �s�1
g
tY
7D}L�8
(3
;r_
g
�
f4
Z
yam$
�
6 `
2•
sg
'�
1?
'�_
r3�r
a
ti
_
gi �a
g
�'
f�9 `
�
3
F
Og a
_
g
£
6
''aaa
19
r
'L`
I
8p
P
B
P
18$} �}
_
�
9
8
42 in
170.0
620
170.0
435
170.0
744
110.0
473
170.0
1 868
170.0
509
f70.0
992
170.a
519
170.0
1116
170.0
521
153.3
ilia
170.0
521
127.7
711E
170.0
521
109.5
1118
170.0
621
958
Ilia
170.0
621
48In
170.0
708
170.0
524
170.0
850
1T0.0
6M
167.6
978
170.0
630
U6.7
97a
170.0
661
13a4
970
170,0
677
117.3
978
170.0
880
979
978
170.0
680
83.8
976
170.0
680
7a3
978
170.0
680
50925N
170.0
747
170.0
SG2
170.0
898
170.0
631
150.7
99
1T0,0
6B/
1319
027
1889
709
1171
927
759.1
699
105.5
e2?
1569
698
879
B27
156.3
095
75.0
927
76B3
695
85.9
827
1583
086
64 In
170.0
79/
170.0
612
164.5
860
170.0
691
132.5
808
163.9
683
115.8
089
141.8
DO
1010
869
134.0
860
927
889
1299
654
773
089
129.8
052
68.2
969
12B.B
fi52
679
B69
128.8
652
60N
1432
746
1519
634
USA
748
1323
B20
10"
748
117.8
60B
99.5
748
107.6
509
79.8
746
101.0
592
71.8
748
08.8
687
68.7
746
933
683
612
746
93.3
583
44.8
746
933
583
63 In
123.7
an-
1320
SM
f03.1
677
1132
6W
88.4
077
100.4
655
17.3
577
91A
648
B9.7
677
0S2
939
61.9
fill
81.0
534
51.8
fill
7/.0
520
442
fill
78.7
529
39.7
fill
78.T
529
c
afin
107.8
617
114.1
630
88.7
817
97,8
519
78.0
617
D%3
BOB
873
817
78.3
600
59.8
817
72.6
494
63.8
617
68.7
48d
44.8
fill
84.4
403
38.4
fill
63.7
4B2
338
817
63.7
482
J
72h
82.9
516
87.1
450
69.1
518
74.2
440
592
SIB
652
432
51.8
b10
58.0
42b
49.1
518
54.2
419
41.4
518
50.7
414
34.6
518
466
406
29.8
618
45.0
405
MS
10
C
=
7681
70.5
465
737
406
58:7
I66
62B
398
60A
465
549
]90
441
4e5
49.d
3M
392
465'
45.3
378
35.2
485
422
374
29A
465
38.3
387
25.2
465
36.5
3B4
220
485
381
3fi3
78N
652
441
68.0
387
64.3
441
67.7
379
48.8
441
50.E
372
40.8
14/
46A
386
362
441
41.6
360
326
441
381
353
272
d4f
3L9
149
23.1
441
33.1
348
20.4
/41
327
345
go In
42.d
3]2
438
295
36.4
792
37.0
289
303
332
323
284
26.5
332
28.8
280
23.0
SW
20.1
276
21.2
332
241
2R
17.7
392
21.3
26a
73.2
332
19.9
262
737
932
1&1
260
96 in
35.0
291
35.9
256
25.0
297p2ilL
252
219
291
73.5
248
19.d
291
2/.3
214
17.5
291
195
241
148
291
17A
236
125
291
15.8
232
108N
24.6
230
25A
205
17.5
230
2a1
16.4
230
f82
1981122.6
218
23.1
MW
194
182
218
191
14.1
218
1d.e
188
120 h
17.9
187
18.2
167
TABLE 913
Anchor Capacity Table pbs)
SuDslmte:
27k Compete
3.5k Cane.
14.k-CMU
FOled Cklll
PTWood
I Male)
5HS ENo
114' Se ETo9
SNG' EkO
1f4• SS EtOo
a10 Stcel
912 Steel
¢72 9tee1
Anchor Type:
3/16' ENO Ultmcen
1/4' Ebo UU-
Ub-n
3116' 0- UOmcon
1/4" Eico Ulnoon
Aga. Wor
LnrecOn
AggreOelar
screw (G5)
acmW (GS)
S4nnv(G5)
Anchor Clip Patterns
Distsn4e(In):
Y
2.112,
1•
&1IY
3.1/8'
I
2-li2"
1"
1 2-17
2'
3-1/e•W
8'
0.54'
0.32C
Edge
EmbedmftOnt
1.114'
144'
7-3/4'
1314'
Y
141.
1-1f4'
1-ti4'
1.1N"
1-1/f
1-1/4'7a•
I-w
larks
2 Amh- 0 4.15' MkL O.C. / 9Nndard or 08sa1 CIP (Fig. 1I
3901b5
3W U1s
450Ibs
890 ibs
1644 lbs
27)1bs
260lbs
35410s
71010s
374 1Ds
664 1D8
lb.
442 Me
560 @s
4 Anellors � 1.15' Mtn O.C. / Standud (or Onset) OIP (Fig. Zj
480 ha
700 lbs
WA
WA
NIA
WA
39D lb.
WA
NIA
NIA
WAIbe
e85lbs
11208.
q Anohom Q s LoI O.C. / (2) 2r3 Angle COPS I (Fl9. 3I
7601.
76U Me
6801bs
1560 [be
1898 @s
640 Na
560IDs
WA
7801Ds
7A0Ibs
880 ID0
Ibs
8851bs
0s
3 AWA-9OS4•Mh O.C.l-9. rno.10T Alum.(Fi2. 4j
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WAIA
WA
a
e1 Ns
Anchor/ FCllp (Flp. 5I
195 hs
1951ba
225 Na
M6 @e
922 8s135
Ns
140Ihs
1771bs
370lbs
1871Ds
3321bo
Ns
221 Ibs
280
240r1
350 It.
WA
BhsWANIA
NIA
WA
Ws
N21D9
$BO Ibs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
® ®
® ®
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
E
® �
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 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.100"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, 18-6 S.S. OR 410 S.S.
4N4%11 V K I:HYHI.I r l NUJUJ I1wcr"r tti
(DP®) X (ANCHOR CAP.,,®,,,,,,,1 ANCHORCAP.-
MUWON CAP.r„v,,,,,r
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
1.250"
3260•
.109"
125" X 325' X.100"
MULLION FOR
FIELD -MULLED UNITS
F--1.250"1
3.250'
.100"
126'X 3.2S X.100"
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 17-0630.01
Expiration Date-1 M612021
1111t11711/r
'x0jq LYNIV
P�_ .•'• 1.ICENS�c'•.��� :�
* No. 58705�
4
s�ONAL E����•
A. LY'kt MJIIL N. P.E.
FL P.E.# 58705
CapacityMullion
Brim
1211011M1113111130m
��®gymmm®m1Mm
;mm�mwmwmmmmm
��m6�mmmm�m
mmi�mm�m
mL�m;mm1101mMm�m;®mmm
ms�m�m�EM
EMmmm�0m®Mmm®�iIM
ww
m®G�mlm®IMm
M
MIOm
m��!�m=mmm�mmm�m®mQ�7m.�m�mmm®m!mm®m
ms�m�m10103
m
GMIMmmmm®mommmmm
COMmMm�mmmmm
®
mMmmmmm�m®mmm�Ll'�imm�mmm�m:mmmmmmm:mmmm
��mmm�mmm�m®mmm�7Qmm�m®mm®�mmmmmm®mm®m
- i��m�m�mmm�0�®mmmm®mm��Glm®�mmm®m�it�mmmm
Emu
mmmm
�m�®mmmm
m:�mmm
mmmm
�m®mmmmm,mm�m
®mmm
�m®m
®m�mmm�m
��m�mmmmmmm®m®m®mmmmm�m®®mmm�mm®®mmmm
®mmmmm
mm=
�Mm
mmm�m.mmm�
mm®m;mm®®mmm®®mom
mm�mmmmm
�m1m®m®mEdlm
�m®mm��m
�m�m
m�m�
mm�m
mm
mm
mmmm
IAbLt 7Utl
Anchor Capacity Table (Ihs)
Sumf.lc
2.7RW0c1He
3.5t Cont.
I Hc0on CMU
Flied CMU
PTWom
WIN
y16�pm
V4'SSDcO
y1Epc0
114.3Spcu
010SIal
012Sleel
1N281ee1
AnehorCllp PatternsAnchor
lype
ytE pco Ullman
V4°QcoUNaem
UlDacm
3116•p[o Ntra[m
1/4•Ek0UU2em
AggreGytDr
Ulim[m
AggreGala
S=W(G3)3cn:n(G6)
Sc2N(35)
EOggsfaae gn)
1'
2-VY
1'
2-10T
3-Vfr
r
1 2-V2.
1° •
2-1/2'
2'
311W
2'
0.41"
a54'
0.324"
Emhedne[ll n
I.W.
1-T4•
1d/4'
1y4'
Y
1-114'
1-1/4'
1-1/4'
1-1/4'
1.114•
IAA
2'
1-38•
1W5•
vales
2An[tna @ 4.73' MIrL O.C. / Sh4MaN mODsel COP (Flg. 1T
390 a>s
390 fbs
450IOs
69011.
1644 W
90 ®s
2W IM
36410S
7401M
87416s
664 MS
Naan
341 IM
442 ass
560IM
4 Anchm: @ 1.15• Mla O.G 19lenMrO (ar gtse0 CAp (F19. Tj:
480 hs
700 Dx
WA
WA
NIA
NIA
36011s
WA
WA
NIA
WA
NIA
66210s
Sas ms
11201M
4AnchOn@TMIn.O.C.1(1)Zs5Angle CAPS/(Rg. Sy
7W Ns
7WaK
fiw IOs
15M IN,
16961M
51005
SWIM
NIA
7601M
74810s
880 IDS18921M
6fl21bs
BSS Ue
11201M
3Anehom@0.54'Mh O.C.IU-CIIP,IAI0.10D'Alut(FI94T
NIA'
WA
NIA
WA
WA
N/A
WA
NIA
WA
NIA
WA
WA
N/A
WA
95D ES
1 Anttof/ FLDp (11 5):
195 ms
1151M
22510s
446 as
84111
135 s>s
l40 On
177IOs
3701M
187 a19
30W
473 Ds
170N3
221 as
280 MS
2AncM1s @ 1.1fr Mln O 1.1 FCap (Flg. 6}:
2A0 ms
3W as
N/A
WA
NIA
NIA
1801M
WA
WA
WA
WA
WA
341 IOs
442 He
5W gp
FIGURE 1: FIGURE 2:
® ®
® ®
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
CLIP MUST
3) MULLION AND MULLION 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.
A ®
® USED
IN
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE6:
e
e
S T
BE PRESRE-
606345 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" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(D_) X(ANCHOR CAP.,,,,,,,,,, = ANCHOR CAP.,,,,,
MULLION CAP.,, 7—
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
125' X 325'X.624'
MULLION FOR
FIELD -MULLED UNITS
1.25' X 325' X.624"
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Dat.A512612021
i
.pNo.o. 58705
�O,c•-.• STA �:
A. LYNN M1iLLER, P.E.
FL P.E.# 58705
I/AZLC 11H
Mullion Capacity Table phsf e)
Opening Wdth (far vedTca"parxling
1mdBons) orOpening Haight (Tor horaD196tyspe lft tntdlians)
50 in
60 in
TO 1n
1 80 in
I win
100 h
129 in
140 in
IGO N
125 x394
RectvrreWar
Loedng
Traprfriang.
Lcadbg
ReeurgWar
L-bg
Trepf7rian9.
Loadg
Rnntnngamr
Loading
T.PTriang.
LOadmg
Renangulrff
L_a&ng
TrepTden9,
Loa&ng
Ranangdu
Load g
TraplGiang.
Loading
ReoangWer
Loading
Tr_p.Trianp.
Loading
RectanVW
Lcedmg
TI-Pri g.
Loading
ft.onngd.,
Inadinq
Trnprild.9-
Laadmg
Rect3n9JOr
Loading
Trapriiia9.
Lu&q
x.624
Ahnn. Tuba
Mullion
9
o.�
3
8
-
Ua
_
�•�
'a .-.
u
a
,-.
all;
2e
o
_
�'�
.-.
__
a
ao
o`
rgi
a
a
<e
'm
s
oC
oa
z
-
A
�
o
SQ
a
_
'
<-
s
o
€.
a
�o
a
o
m2
�>
G`a`
o
es
421n
170.0
620
770.0
435
170.0
744
170.0
478
770A
860
770.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
1TO.0
1489
170.0
521
170.0
1T35
1T0.0
521
170.0
1983
170.0
521
d81n
170.0
TOO
170.0
524
170.0
650
J7017
584
170.0
992
170.0
630
17U0
1133
170.0
661
17D.0
1275
170.0
677
170.0
U17
170.0
Sao
IT0.0
1700
170.0
680
170.0
IS82
170.0
SRO
170.0
2267
170.0
680
50.625 in
170.0
747
770,0
Sfi3
1I0.0
895
170a
631
170.0
f046
170.0
691
1760
1795
170A
723
17D.0
1345
170.0
747
170.0
1434
1TO.0
756
170.0
1793
IMO
755
170.0
2092
1TO9
166
170.0
2391
170.0
766
54In
170.0
797
170.0
612
170.0
SSG
170.0
691
170.0
ills
170.0
764
170.0
1275
1TO.0
111
170.0
1434
17a0
837
170.0
1554
170.0
656
170.0
1913
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861
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885
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701
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I AULt 77C
AnchorCapaNry, Table (Ibs)
Sutsrate
27k Comate
15k Con[.
Hd1OWW CMU
FRUCMU
I FTWWd
Metal
Sig, Elm
1/4' SS E3coIWA
T/4• SS Sm
G 10 Stec!
if12 Steel
012 Steel
Anchor C9p Patlemo
AnchDfType'
3'IE BCO Onrsm
tfd Elm Utt2cm
urtr m
3716•L7ro Ulam
t!d'EYo UOr can
Agye08orAgg
eGat r
scmW (cam
sc ex (cam
screw (c6�
Edge 01slatxe 0tl)
1'
2-1/2.
1°'
2-1/2'
3,118•
7•
2.11P
1'
2-112
r
2
0.-08'
O.SS
0.324'
EmOedOrenl On
1314'
7ald°
13I4•
1-3W
T
1-114•
1.1/4'
1-1/4'
1-1/4'
1-1/4•
r
1--A-
Tare'
1�Its
2 Anc @ VY W n O.C.I SISMad WOIkeICUP 09- 11
3M msI
45D be
F90 IDS
764.7 DS
Z7010s
2801ts
:>54 Oss
7401C
3741hs
9461Os
41110s
442Itn
560 as
4 Amnon®1.15-Min. O.C./ StRaMll To ome1)Cnp Mg. 2)
4801Oe
N/P.
WA
Wq
N/A
360IM
WA
WA
NIA
WA
682 ms
BBS iDs
11201V
4AMton @ T NIn. O.C.1(2) WArg1eC5pe J (fig. 4
78D m9
GOO IEs
1Sm Its
1296 005
540lbs
560Its
N/A
76011s
745 MR189efM
6821Ds
B85 Its
1120 IG4An:itxsQOWMtn.O.C,
/U-apWO.100' Nuts iFd1 4J
N/A
NIA
WA
N/A
NIA
WA
NIA
WA
NIA
WA
NIA
WA
1267 Be
1 AtetetI Fee, (ig. n
195 ®s
226IC
445 d
Ba 01B
t351De
140 D1s
177IOS
370 He
187 ax
3321Da
473 8a
170Its
-
221 Its
280 Os
2AnchOrs (a] 1.13' Non O.CJ F491p (R9 6T
240 ms
N/A
NIA
Nw
WA
1901Os
NA
WA
N/A
WA
WA
941 ms
442 0>5
560 Os
FIGURE 1: FIGURE2:
FIGURE 3:
FIGURE4: FIGURES:
ae
ANGLE
CLIP MUST
® ®
BEUSED
IN PAIRS.
FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
VID-) X / ANCHOR CAP.,,,,,_,,,\ _ANCHOR CAP. -
`MULLION 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-
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 ACT 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF. 100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045• THICK (18 GAUGE)- STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S.
1.25• X 3.94• X .624'
MULLION
F-
FX
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eo t
a�
rnw
mot1
o
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Lu
ir
®
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N
U% 1
a
1!E3
a
a
0 1
Z 1
m
m0
a
CL
O
F
o �
c@i� �•
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Bate 05/26/2021
7
a�NY Ll'lVN,bi �I'.
t•.........
'•
No. 58705
lk =
Of
�0.
LO N A#L4W1Ft}'ty, P.E.
FL P.E.# 58705