HomeMy WebLinkAboutPOA PGT Tube MullionMIAMI•DADE 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.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use 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 08/29111, with revision B
dated 10110114, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.03
No
Expiration Date: May 26,2021
Y41111
Approval Date: April 14 2016
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 B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 511 Edition (2014), prepared by manufacturer, dated 01/29/15, 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
7wafljll�
Manue a ez, P.E.
Product ContoI aminer
NOA N0. 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51b Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05126116.
Manuel", P.E.
Product Contr1 E miner
NOA No. -0218.03
Expiration Date: May 26, 2021.
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
OPENING WIDTH FOR VERTICAL MULL
SEE DETAILS
/ A-D,G,H;
SHEETS 2.3
SEE DETAILS I Ij III 11
A THRU G; I
SHEETS 2-3-_- - l -
I --v
II III I
II / III / II
VERT.
MULL
LENGTH
141
1
SEE DETAILS
HORIZONTAL A-D,G,H;
SHEETS 23
MULL
LENGTH HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
LENGTH
r k 71
OPENING
HEIGHT
L L/j
F ---OPENING WIDTH --I
MULL
LENGTH
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
OPE
HEI
F1
HC
MI
[---HORIZ. MULL LENGTH --i
F
GENERAL NOTES:
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1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
I -I
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
U)
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
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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
HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
INSCRIBED INSIDE
RECTANGULAR
NOT HAVE A GAP OF MORE THAN 114" FROM THE CLIP.
SHAPE
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.
No. 58745 JIB
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
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INSTRUCTIONS.
,
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 SEE DETAILS
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A THRU G;
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS 2-3
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
OPENING
HEIGHT
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORIZONTAL
SEE DETAIL E. MULL
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEET 3
BE ANCHORED PROPERLY TO TRANSFER
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S
FENESTRATION
PRODUCTS MAY
-BE OFANY TYPE.
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED
PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
BY PGT.
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10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
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11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
5
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
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STANDARDS USED:
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSIIAF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
* A I S I -S 100-071S2-2010
OPENING WIDTH
FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
MULTIPLE MULLIONS
GENERAL NOTES ........................... 1
INSTRUCTIONS ............................... 1
ELEVATIONS ................................... 1
MULL TO 2X WOOD ........................ 2
MULL TO 1X 1£ MASONRY .............. 2
INSTALLATION NOTES ................... 2
MULL TO MASONRY ....................... 3
MULL TO STEEL STUD ................... 3
MULL TO MULL ................................ 3
ANCHORSPECS .... ...................... _ 3
ALTERNATATE CLIPS.. ................... 4
BAY MULL INSTALLATION. ............. 4
1 X 2 X.125 MULL SPECS...............5
1 X 2 X .375 MULL SPECS ............... 6
1 X 2.75 X.375 MULL SPECS.......... 7
1 X 2.75 X .65 MULL SPECS............ 8
1 X 3.125 X.500 MULL SPECS ........ 9
1 X 4 X.126 MULL SPECS...............10
1 X 4 X .375 TUBE MULL SPECS.... 11
1 X 4 X .375 "T" MULL SPECS........ 11
1.25 X 3.168 X .265 MULL SPECS ... 12
1.25 X 3.25 X.100 MULL SPECS.....13
1.25 X 3.25 X.624 MULL SPECS..... 14
1.25 X 3.94 X .824 MULL SPECS,....15
2 X 4 X.25 MULL SPECS ................ 16
2 X 6 X.25 MULL SPECS ................ 17
1.26 X 2.11 X .125 MULL SPECS.... 18
30° X 3.25 BAY MULL SPECS......... 19
45° X 3.25 BAY MULL SPECS......... 20
MULLION &CLIP DIMENSIONS...... 21-23
EXAMPLES 1 & 2 ..............................24
LOADING EXAMPLES ...................... 25
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No. 58745 JIB
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VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE
,
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
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CAPACITY (LBS/FTS) OBTAINED FOR THE MULLION SYSTEM.
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PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
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4) FIND THE CHOSEN MULLION'S MULLION CAPACITY LBSIFTz FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
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THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
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No. 58745 JIB
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VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE
,
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT LBSIFT� FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULARITRAPEZOIDAL".
RT.
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY LBSIFTz FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
! scornpCi g with EU
as complying with the Florida
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
Building Code
b�V�■
MULLION CAPACITY(LBS/FTI) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT LBS/FT' FOR THE OPENING OBTAINED IN
Acceptance No
Epirati n Date (124
LL STEP 1).
GTH
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
By.
Miami a lroducl Can
REPRESENTS THE WINDLOAD TRANSFERRED
6) FROM THE ANCHOR CAPACITY LBS TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
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ANCHORISUBSTRATEIANCHOR-CLIP
CAPACITY IS MET.
7) IF THE MULLION CAPACITY LBSIFT-OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT LBSIFT- FOR THE
No. 58745 JIB
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
SAME SUBSTRATE
_
- =:
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE
/ (if
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
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CAPACITY (LBS/FTS) OBTAINED FOR THE MULLION SYSTEM.
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PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
S`S,�(
A.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
FRONT VIFW
MULLION
SEE SHEETS
21-23 FOR HOLE
LOCATIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
r2
EXTERIOR
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
PER S UBST RATE,
SEE TABLES 1B-166
LEDGEIEND
DISTANCE
TmSEE TABLES
113-160.
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
MIN 2.7 KSI
CONCRETE OR CMU
TYP. ANCHOR
PER SUBSTRATE,
SEE SEE TABLES 1B -16B
�.. EDGE
_I__DISTANCE,
SEE SEE TABLES
113-1613
SIDE VIEW
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FRONT VIFW
MULLION
SEE SHEETS
21-23 FOR HOLE
LOCATIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
r2
EXTERIOR
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
PER S UBST RATE,
SEE TABLES 1B-166
LEDGEIEND
DISTANCE
TmSEE TABLES
113-160.
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
MIN 2.7 KSI
CONCRETE OR CMU
TYP. ANCHOR
PER SUBSTRATE,
SEE SEE TABLES 1B -16B
�.. EDGE
_I__DISTANCE,
SEE SEE TABLES
113-1613
SIDE VIEW
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PRODUCT REVISED
as complying with the Fltlridt
Building Code
Acceptance No M •C-3
Expiration pate I �21
By
Miani do Product CoolW
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>' NO 58705
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A. MsINIMILLEA P.E.
FL P.E.# 58705
DETAIL E:
DETAIL C:
MULLION TO MULLION
--1 r --.126r MIN. INTERSECTION NOTES:
®4M N
y
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE MULLION
214 ce 5
`- (U -CLIP) 1) MAY BE INSTALLED IN 'TEE' OR "CROSS^`w—' �0 o
(STANDARD CLIP SHOWN)
INTERSECTIONS.
$
VARIES
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2) MAY BE INSTALLED HORIZONTALLY
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(SHOWN) OR VERTICALLY.
I TYP.
EITHER THE I I I PER SUBSTRATE,
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STANDARD OR I I SEE TABLES 1B -13B
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3) SEE U -CLIP DRAWINGS, SHEETS 21-23 m o m
OFFSET MULL I I I
FOR CORRESPONDING MULLION.
TOP VIEW
(A M 4 W
�, W
CLIP MAY BE I I
INSTALLED BY II I EDGE DISTANCE
MULLION
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THIS METHOD. I I a FOR MASONRY
ANCHORS
VARIES `r'
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#12 STEEL SCREWS,
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MULLION AND USE SMS
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� MULLION
tb
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EXTERIOR
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EDGE DISTANCE °
FOR MASONRY 4 w
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN
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ANCHORS d
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-FRAMED
WINDOWS, BUT MAY
INTERSECTION
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ALSO BE USED FOR
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OTHER FRAME TYPES.
EXTERIOR
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PER SUBSTRATE, 4
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SEE TABLES 1B -13B
Q 0 z
TYP. ANCHOR
SEE SHEETS 21 23 FOR
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BUCKSTRIP
PER SUBSTRATE,
HOLE LOCATIONS
AND
SEE TABLES 16-136
FRONT VIEW EDGE ® ® #
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ATTACHMENT
< . - BY OTHERS,
DISTANCE
SEE TABLES
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SEE NOTE 1, a a
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16.138
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EDGE
DISTANCE
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MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU
SEE TABLES
18-13S
SIDE VIEW
m0
Er
FRONT VIEW SIDE VIEW
DETAIL D.-
:MULLION
MULLIONATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
STRUCTURE
lol
i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
TYP. ANCHOR
A PER SUBSTRATE,
/ SEE TABLES 18.138
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
��� SEE SHEETS ®
PRODUCT REVISED
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THEHOL
21-23 FOR
E
as complying with the Florida
FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
�\ LOCATIONSAcceptance
Building Cade
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD,
MULLION
No �b3
Expifati nDate 24
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
®
By
Ati Dada ct
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
EDGE
ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS.
DISTANCEFOR 'STEEL
THINNER TABLES
STUDS THAN
16E38
,GGN SC
FRONT VIEW
8 GA AND COMPLIANT WITH THE FL BUILDING
����,�(��,
CODE, A 2X WOOD SACKER MUST USED.
-�
EXTERIOR
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
SIDE VIEW
NOTES:
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1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
= � , s�. F oF
ANCHOR VALUES MAY BE USED.
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2) SEE CORRESPONDING MULLION TABLES,
P1
SHEETS 5-20, FOR QUANTITY OF SCREWS,
A.rLYf'VN " Efi, P.E.
FL P.E.# 68705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F -CLIP)
SEE DETAILS A-E,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
L2
EXTERIOR
EXTERIOR
(D
EDGE
DISTANCE
PER ANCHOR
SIDE VIEW
SHOWN WITH VX 4"X.125'
MULLION
/ STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
CONDITIONS.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES i B-146
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X.125.. MULLION.
2) SEE TABLES 18-1313 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
INTO WOOD, STEEL,_
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 113.148
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
n
TOP VIEW
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1513 OR 16B
EXTERIOR
`j/
2-X 5' ANGLE CLIP,
`2 PER MULLION END, MUST BE
/ INSTALLED INSIDE OF BAY MULL.
2'X 5'X.125'
ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
NOTES FOR INSTALLATION OPTION G & H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
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Acceptance No
Expiration Date
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FL 58705
TABLE 1A
TABLE IB
Anchor Ca Ity
Table Iba
8.
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Mullion Capacity
Table Ibslft2
2.7k Concrete
3.5k Conc.
Hollow CMU
LI x
N
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor T
Type:
3118" Elco Uilracon
1!4"Elco Ullracon
5116" EIC°
Ultracon
3J16' Elco UlVecon
114' EICo Ultracon
1/4" SS Elco 5116" Elco
AggreGator Ultrecon
114' SS Elco
AggreGator
#10 Steel
Screw (G5)
#12 Steel
Screw (G5)
#12 Steel
Screw (G5)
a
Edge Distance (In):
1"
2-112"
1'
Opening Width (forverUcally-spanning mullions) or Opening Height (tor horizontally -sparring
mullions)
1'
2-1I2"
1"
2-112"
2"
3-116`
2"
0.48"
0.54'
&-3-24-
.324"Embedment(tn):
Embedment (fn):
50 in
1.314"
1.314"
60 In
2'
1-114"
70 in
1-114"
1-114"
80 In
1-114'
2"
90 In
1-318'
varies
104 In
390 lbs
3901bs
120 In
890 lbs
1644 tbs
140 In
280 ibs
354 lbs
160 In
374 lbs
684 ibs
Rectangular
TrapfTdang-
Rectangular
Trapfrdang.
Rectangular
TraplTdang.
Rectangular
TroplTriang.
Rectangular
Trap/Triang.
Rectangular
Trap/Triang.
Rectangular
Trap/Tdang.
Rectangular
Trapf irlang.
Rectangular
TraplTriang.
1 x 2 x .125
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1892 IN
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Alum. Tube
WA
WA
WA
NIA
WA
NIA
z
NIA
-P
Ji�
NIA
NIA
715 Ibs
1 Anchor I F -Clip (Fig_ 5): 1
195 Ibs 1
195 Ibs
225 lbs
445 Ibs
822 Ibs
135 Ibs
140 Ibs
177 Ibs
370 lbs
187 Ibs
33216S
473 Ibs
170 lbs
221 Ibs
280 lbs
2Anchors @ 1.15" Min. 0. Ci Flip (Fig. 6):
240 ibs
350 lbs
NIA
WA
WA
WA
Mullion
V
4 .-.
$b'
V
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V •�
a
V
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U .�
a�
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V '-.
U
V .--.
V
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1��8
V
V
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V
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V
V .•.
V
U
V
U
V
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U
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U
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V
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p
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15 A=
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7
C
7
CJ
7
i
Q
22
Qa:
42 In
111.8
408
129.5
332
93.2
408
115,5
325
1 79.9
408
107.8
321
1 69.9
408
1 104.4
319
62.1
408
104.0
319
55.9
408
104.0
319
46.6
408
104.0
319
39.9
408
104.0
319
35.0
408
104.0
319
48 In
74.9
312
83.8
258
62.4
312
73.4
252
53.5
312
67.0
248
48.8
312
63.2
246
41-6
312
61.3
244
37.5
312
61.0
244
31.2
312
61.0
244
26.6
312
61.0
244
23.4
312
61.0
244
50.625 In
63.9
281
70.6
234
53.2
281
61.5
228
45.6
281
55.7
224
39.9
281
52.1
222
35.5
281
50.1
220
31.9
281
49.3
219
26.6
281
49.3
219
22.8
281
49.3
219
20.0
281
49.3
219
.0
541n
$2.6
247
57,5
207
43.9
247
49.8
202
37.6
247
44.8
199
32.9
247
41.5
196
29.2
247
39.4
194
26,3
247
38.4
193
21,9
247
38.1
193
18.8
247
38.1
193
16.4
247
38.1
193
m
C
601n
38.4
204
41.2
170
32.0
200
35.4
1168
27.4
200
31.5
163
24.0
200
28.9
160
21.3
200
27.1
159
19.2
200
25.9
157
16.0
200
25.0
156
J
63 in
33.1
181
353
155
27.6
181
30.3
152
23.7
161
26.9
149
20.7
181
24.5
146
18.4
181
22.8
144
16.6
161
21.7
143
2
681n
28.8
165
30,6
142
24.0
165
26.1
139
20.6
165
23.1
136
18.0
165
21.0
134
721n
22.2
139
23.3
120
18.5
139
19.9
118
15.9
139
17.5
116
761n
18.9
125
19.7
109
16.7
125
16.8
107
781n
17.5
118
16.2
104
TABLE IB
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP
(DPP, ) X MULLION CAP.,f o r l
! = 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.
7i
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Anchor Ca Ity
Table Iba
8.
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SubstreW
2.7k Concrete
3.5k Conc.
Hollow CMU
LI x
N
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor T
Type:
3118" Elco Uilracon
1!4"Elco Ullracon
5116" EIC°
Ultracon
3J16' Elco UlVecon
114' EICo Ultracon
1/4" SS Elco 5116" Elco
AggreGator Ultrecon
114' SS Elco
AggreGator
#10 Steel
Screw (G5)
#12 Steel
Screw (G5)
#12 Steel
Screw (G5)
a
Edge Distance (In):
1"
2-112"
1'
2-112"
3116'
1'
2-1I2"
1"
2-112"
2"
3-116`
2"
0.48"
0.54'
&-3-24-
.324"Embedment(tn):
Embedment (fn):
1-314"
1.314"
1.314"
1-3/4'
2'
1-114"
1-114"
1-114"
1-114"
1-114"
1-114'
2"
1-/8'
1-318'
varies
2 Anchors @ 4.75' Min. O.C. 18 te nd ard orOffs at Clip (Fug. 1):
390 lbs
3901bs
450 Ibs
890 lbs
1644 tbs
270 lbs
280 ibs
354 lbs
740 Ibs
374 lbs
684 ibs
9461bs
341 lbs
442 lbs
560 lbs
4 Anchors @ 1.15" Min. O.C. 1 Standard (of Oftel) Clip (Fig. 2):
460 lbs
700 lbs
WA
NIA
N/A
WA
380 lbs
NIA
N/A
N/A
WA
WA
662 lbs
885 lbs
1120 lbs
4 Anchors @ 3" Min. O.C. I (2) 2x5 Angle Qips / (Fig. 3):
780 lbs
780 lbs
680 Ibs
1560 lbs
1896 lbs
540 lbs
560 ibs
NIA
7601bs
748 lbs
880 Ibs
1892 IN
682 ft
8851bs
1120 lbs
2 Anchors @ 0.45" Min. O.C. I U -Clip, info .125" Alum. (Fig. 4).
NIA
NIA
WA
WA
WA
NIA
WA
NIA
N/A
NIA
WA
WA
NIA
NIA
715 Ibs
1 Anchor I F -Clip (Fig_ 5): 1
195 Ibs 1
195 Ibs
225 lbs
445 Ibs
822 Ibs
135 Ibs
140 Ibs
177 Ibs
370 lbs
187 Ibs
33216S
473 Ibs
170 lbs
221 Ibs
280 lbs
2Anchors @ 1.15" Min. 0. Ci Flip (Fig. 6):
240 ibs
350 lbs
NIA
WA
WA
WA
1901bs
NIA
WA
WA
WA
WA
341 Ibs
442 Ibs
5601bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP
(DPP, ) X MULLION CAP.,f o r l
! = 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.
7i
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129
PRODUCT REVISED
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Florift
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000" Building Code
Ac"Ptance t4c
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex IM11 n Date t
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 13y
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2.000" Mianli a Product
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. r
125"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED �� ) A4//[�
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r f �� CS HISS
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 r , 05 F
( ) 1" X 2" X .125" MULLION : _ �;� ; Lyo- �(,7 _
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. i.._
6 lJ`
�) LLI -
A. LY" I ER, �.E.
FL P.E.# 58705
TABLE 2A
Mulllon Capacity Table Ibstif
Opening Width (for vertically -spanning
mullions) or Opening Height
(for hod zontally-spenrilrig
mullions)
50 In
60 In
70 In 80 in
90 In
100 in
1120 in
140 In 160 in
1 x 2 x.375
Rectangular
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Trap/Triang.
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Loading
TraplTnang. Rectangular
Loading Loading
TraptTdang.
Loading
Rectangular
Loading
Trvifniang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
TrarYTrlang.
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Rectangular
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TraprTriang. Rec(angutar
Loading Loading
TraplTriang.
Loafing
Alum. Tube
Mulllon
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0.54"
42 In
1 170.0 820
170.0 435
151-3 662
170.0 478
129.7 662 1
170.0 606 113.5
662
169.5 518
100.9 662
168.9
517
9D,8 662
168.9
517
75.7 662
168.9
517
64.9
662
168.9 517 56.7
662
168.9 517
$90 lbs
46 In
121.6 507
136.0 419
101.4 507
119.2 410
86.9 507
108.7 403 76.0
607
1026 399
67.6 507
99-6
397
60.8 507
99.0
396
50.7 507
99.0
396
43.4
507
99.0 396 38.0
507
99.0 396
WA
50.6251n
103.7 458
114.6 379
86.4 456
99-9 371
74.1 456
90.5 364 84.8
456
84.6 360
57.6 456
81.3
357
611.8 456
80.0
356
43.2 456
80.0
356
37.0
458
00.0 356 324
456
80.0 356
WA
541n
85.4 400
93.3 336
71.2 400
80.9 326
61.0 400
72.7 322 53,4
400
67.3 318
47.5 400
64-0
315
427 400
62.3
314
35.6 400
61.8
313
30.5
4D0
61.8 313 26.7
400
61.8 313
L
601n
62.3 324
66.9 276
51.9 324
67.5 270
44.5 324
51-2 264 38.9
324
46.9 280
34.6 324
43-9
257
31.1 324
42.0
255
26.0 324
40.5
253
22.2
324
40.5 253 i9-5
324
40.5 253
C
63 in
53.8 294
57.4 252
44.6 294
49,2 246
38.4 294
43.6 241 33.6
294
39.8 237
29.9 294
37.1
234
26.9 294
35.2
232
22.4 294
33.5
230
119.2
294
33.4 230 16.8
294
33.4 230
J
s
66 In
46-6 268
49.6 230
39.0 266
42.4 225
33.4 266
37.5 221 29.2
266
34.1 218
26.0 268
31.6
215
23.4 266
29.8
212
195 268
28.0
210
16.7
268
27.7 209 14.6
268
27.7 209
�
721n
36.0 225
37.9 196
30.0 225
32.2 191
25.7 225
28.4 188 22.5
225
25.6 185
20.0 225
23.6
162
18.0 225
22.1
160
15.0 225
20.3
177
12.9
225
19.6 176 11.3
225
19.6 176
76 in
30.6 202
32.0 177
25.5 202
27.2 173
21.9 202
23.9 170 19.2
202
21.5 167
17.0 202
19.7
165
15.3 202
18,4
163
12.8 202
16.7
160
10.9
202
15.9 158 9.6
202
15.8 158
781n
28.3 192
29.6 168
23.6 192
25.1 165
202 192
22.0 162 17.7
192
19.7 159
15.7 192
18.1
157
14.2 192
16.8
155
11.8 192
15,2
152
10.1
192
14.4 150 8.9
192
14.2 150
90 in
18.5 144
19.0 128
15.4 144
16.1 126
96 In
2 127
15.-44
15.6 1113
TABLE 213
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP_) X ANCHOR CAP.F"oM„ \ 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
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" f-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .375"
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 VX 2' X .375" MULLION
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.
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I`o.58705
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A. LYNN MILLtE1�, P.E.
FL A.E.# 68705
Anchor Ca Ity
Table(lbs)
Subslrale:
2.7k Concrele
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Pattems
Anchor Type:
3116" Elco Ullrecon
114' Elco Ullrecon
5116" Elco
Ullrecon
3116' Elea Ullrecon
114" Elco Ullrecon
114" 55 Elco 5116" Elco
AggreGator Ultracon
114' SS Elco
AggreGator
#10 Steel #12 Steel
Screw (G5) Screw (G5)
012 Steel
Screw (G5)
Edge Distance (in):
1"
2-112•
1"
2-112"
3-118"
1"
2-112"
1"
2-112'
2'
3-118'
2'
0.48'
0.54"
0.324"
Embedment (In):
1-314•
1-314'
1-314"
1-314"
2'
1.114"
1-114"
1.114"
1-114'
1-114"
1.114"
2"
1-3I8'
1-318"
renes
2 Anchors @ 4.75" Min. O.C. 1 Standard
or Offset Clip (Fig. 1):
390 lbs
390 lbs
450 lbs
$90 lbs
1644 lbs
270 lbs
280 lbs
354 lbs
740 lbs
374 lbs
664 lbs
9461bs
341 lbs
442 lbs
560lbs
4 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (Fig. 2):
460 lbs
700 lbs
NIA
NIA
NIA
NIA
380 lbs
N/A
NIA
NIA
NIA
WA
682 lbs
685 Ibs
1120 Ibs
4 Anchors @ 3" Min. 0.0-1(2) 20 Angie Clips I (Fig- 3):
780 lbs
780 lbs
680 Ibs
1560 ibs
1896 Ibs
540 ibs
560 Ibs
WA
760 lbs
748 lbs
880 lbs
1892 lbs
682 lbs
885 lbs
1120 lbs
2 Anchors @ 0.45" Min. O.C. / U - 011p, Into .125" Alum. (Fig. 4).
WA
WA
WA
WA
NIA
WA
WA
NIA
NIA
NIA
WA
WA
WA
NIA
715 -lbs
1 Anchor I Falp (Fig. 5):
195 lbs
195 Ibs
225 lbs
445 lbs
822 lbs
135 lbs
140 lbs
177 lbs
370 lbs
187 The
F 332 Ibs
473lbs
170 Ws
221 lbs
280 lbs
2 Anchors 1.15" Min. O.C.1 F-Cllp (Fig. 6):1
240 lbs
350 lbs
I WA
WA
WA
NIA
190 lbs
NIA
NIA
NIA I
WA
I WA
341 lbs
442 lbs
560 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP_) X ANCHOR CAP.F"oM„ \ 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
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" f-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .375"
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 VX 2' X .375" MULLION
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.
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FL A.E.# 68705
TABLE 3A
TABLE 36
Anchor Ca Ity Table lbs
Substrate:
Mullion Capacity
Table (lbst1f)
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Cllp Patterns
Anchor Type:
3116' Elco Ultracon
114" Elco
Ultracon
5116" Ebo
Ultracon
3116" Elco Ultracon
114' Elco Ullracon
114" SS Elco 5116" Eloo
AggmGetor Ultracon
114" SS Elco
AggreGetor
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2-112'
1'
Opening Width (for vertically-spanrtirlg
md1lons) or Opening Height
(for horizontally -spanning
mtfions)
1"
2-10
2"
3.118"
2'
0.48'
0.54"
0.324"
Embedment (in):
1.314'
1-314"
50 In
1-3/4"
2"
60
In
1-114'
1-114`
70 In
1-114'
2"
80 In
1-38'
tunes
90 In
or Onset Clip (Fig. 1):
390 lbs
100 in
450 ibs
890 lbs
120 In
270 lbs
280 lbs
140 in
740 lbs
374 lbs
160 in
946 lbs
1 x 2.75 x
Alum.
Rectangular
Loading
TraplTrieng.
Loading
Rectangular
Loading
TraprTdang.
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Rectangular
Loading
TreplTdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
TraprTdang.
Loading
Rectangular
Loading
TrWT-dong,
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
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Tuber
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822 lbs
42 In
170.0
e20
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170-0
519
170.0
1116
170.0
521
170.0
1240
1 170.0
521
1 148.7
1301
170-0
521
127.6
1301
1170.0
521
111.5
1301
170.0
521
48 in
170-0
708
170.0
524
170.0
850
1 170.0
584
t70-0
992
470.0
630
170.0
1133
170.0
661
151.8
1439
170.0
677
136.6
1139
170.0
680
113.9
1139
170.0
680
97.6
1139
170.0
680
85.4
1139
170.0
680
50.625 In
170.0
747
170.0
563
170.0
896
170.0
631
167.8
1032
170.0
684
146.8
1032
170.0
723
130.5
1032
170.0
747
117.4
4032
170.0
756
97.9
1032
170.0
756
63.9
1032
170.0
756
73.4
1032
170.0
756
54 In
170.0
797
1170.0
612
161.3
007
170.0
691
138.2
907
164.7 1
730
120.9
907
152.5
720
107.5
907
145.0
714
96.8
907
141.1
710
80.6
907
140.0
709
69.1
907
440.0
709
60.5
907
140.0
709
80 in
141.1 1
735
151.5
625
117.6
735
130.3
611
100.8
735
116.0
699
88.2
735
106-2
590
76.4
735
99.5
583
70,5
735
95.1
578
58.6
735
91.6
574
50.4
735
91.6
574
44.1
735
91.8
574
6310
1211.9
1 668
130,0
570
101.6
666
111.5
557
87.0
666
96.9
547
76.2
666
90.1
636
67.7
666
83.9
531
60.9
666
79.8
526
50,8
666
75.6
521
43.5
666
75.6
521
38.1
666
75.6
521
661n
106.0
607
112.4
522
86.3
607
96.1
511
75.7
607
85.0
501
66.2
607
77.1
493
58.9
607
71.5
466
53.0
807
67-6
481
44.2
607
63.4
476
37.9
807
62.7
474
33.1
607
62.7
474
721.
81.6
510
85.8
443
66.0
510
73.0
434
56.3
510
64.3
426
51.0
510
57.9
419
45.4
510
53.3
413
40.8
510
50.0
408
34.0
510
45.9
402
28.2
510
44.4
399
25.5
510
44.3
399
761n
69.4
458
72,5
400
57.8
458
61.7
392
49.6
458
54.1
385
43.4
458
48.6
378
38.6
458
44.6
373
34.7
458
411.6
368
26.9
458
37.7
362
24.6
458
36.0
359
21.7
458
35.7
358
78 in
64.2
435
67.0
381
53.5
435
56.e
373
45,9
435
49.8
366
40.1
435
44.7
360
35.7
435
40.9
355
32.1
435
38.1
351
26.8
435
34.4
344
22.9
435
32.6
341
20.1
435
32.2
340
901n
41.8
327
43,1
290
34.8
327
36.4
285
29,9
327
31.8
280
26.1
327
28.3
275
23.2
327
25.7
271
20.9
327
23.7
268
17.4
327
21.0
262
14.9
327
19.3
266
96 In
34.4
287
35.4
257
28.7
287
29.9
252
24.6
287
28.0
248
21.5
1 287
23.1
244
191
287
20.9
240
17.2
287
19.3
237
14.4
287
16.9
232
1081n
24.2
227
24.7
205
20.2
227
20.8
201
'IT3
227
118.0
198
15.1
227
16.0
195
1111n
22.3
215
22.7
194
16.6
215
19,1
191
15.9
215
16.6
186
120 in
17.6
184
t7,9
167
TABLE 36
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE 4: FIGURE 5: FIGURE 6:
L I
TABLE NOTES:
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ANCHOR CAP .,,,,;"_�1 _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
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-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.000'
2.750"
375"
1" X 2.75" X .375" MULLION
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as complying with the Fliosidli
Building Code
Acceptance No I G.0 249. C
Expiration Dated/L
1,1/J4G1./'L+
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FL P. # 58705
Anchor Ca Ity Table lbs
Substrate:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Cllp Patterns
Anchor Type:
3116' Elco Ultracon
114" Elco
Ultracon
5116" Ebo
Ultracon
3116" Elco Ultracon
114' Elco Ullracon
114" SS Elco 5116" Eloo
AggmGetor Ultracon
114" SS Elco
AggreGetor
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2-112'
1'
2-112"
3-118"
1"
2-112"
1"
2-10
2"
3.118"
2'
0.48'
0.54"
0.324"
Embedment (in):
1.314'
1-314"
1-314'
1-3/4"
2"
1-114"
1.114"
1-114'
1-114`
1.114"
1-114'
2"
1.318'
1-38'
tunes
2 Anchors @ 4.75' Min. O.C. ! Standard
or Onset Clip (Fig. 1):
390 lbs
390 lbs
450 ibs
890 lbs
1644 lbs
270 lbs
280 lbs
354 lbs
740 lbs
374 lbs
664 lbs
946 lbs
341 lbs
442 lbs
560 lbs
4 Anchors @ 1.15" Mln. O.G. 1 Standard (or Offset) Clip (Fig. 2).
460 lbs
700lbs
WA
WA
NIA
WA
3801bs
NIA
WA
WA
WA
WA
682lbs
885 lbs
1120 lbs
4 Anchors Q 3" Min. O.C. / (2) 2x5 Angle Gips / (Fig. 3)'
7801bs
780lbs
680 Ibs
15601bs
1896 lbs
540 ibe
560lbs
NIA
7601bs
746lbs
860lbs
1892 lbs
662 lbs
8851bs
11201b,
2 Anchors @ 0.45" Min. O -C. 1 U -Clip, Into .125" Alum. (Fig. 4):
WA
WA
NIA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
7151bs
1 Anchor F -Clip (Fig. 5):
t95lbs 1
195 lbs
225 Ibs
445 lbs
822 lbs
135 ibs
140 lbs
177 lbs
370lbs
167lbs;
332 lbs
473lbs
170 Ibs
221 1 b
280 lbs
2 Anchors @ 1.15" Min. O.C.1 F -alp (Fig. 6):j
240 lbs I
350 lbs
WA
WA
WA
N/A
190 lbs I
WA
WA
WA
N/A
NIA
341 Ibs
442lbs
580 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE 4: FIGURE 5: FIGURE 6:
L I
TABLE NOTES:
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ANCHOR CAP .,,,,;"_�1 _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
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-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.000'
2.750"
375"
1" X 2.75" X .375" MULLION
J
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m >W
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C r r
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PRODUCT REVISED
as complying with the Fliosidli
Building Code
Acceptance No I G.0 249. C
Expiration Dated/L
1,1/J4G1./'L+
\\\ 111//
a,( 1.Yi� N
�t- �(
,,
11 F
A LYt;f '(tiJ1, l Ek P.E.
FL P. # 58705
TABLE 4A
TABLE 4B
Anchor Ca a Ity
Table lbs
Mullion Capacity
Table IbstW
2]k Concrele
3.5k Cone_
Hollow CMU
Filled CMU
PT Wood
Melal
Anchor Clip Patterns
Anchor Type:
at I6 Ecco Uliracon
114" Elco Ullracon
We" E{co
Ultiacon
3118" Elco Ultracon
114' Elco Ultracon
114' SS Elco 5116' Elco
AggreGator Ultracon
114" 55 Elco
AggreGalor
#10 Steel
Screw (G5)
1112 Steel
screw (G5)
412 Steel
Screw (G5)
Edge Distance (in):
1'
2.112"
Opening Width
(for vertically -spanning
mullions) or Opening Height
(for horizontalysparlrling
mullions)
1
2-112"
2"
3-118"
2"
0.48"
0.54"
0.324'
Embedment (in):
1-314"
1-314"
50 in
1-314"
2"
60
In
1-114°
1.114'
70 in
1-114"
2'
80 in
1-318'
caries
90 in
390 Ibs 1
390 IN
100 In
890 Ibs
1644 lbs
120 in
280 Ibs
354 Ibs
1401n
374 lbs
664113's
160 in
341 Ibs
1 X 2.75 x
Alum.
Rectangular
Loading
Trapl7riang.
Loading
Rectangular
Loading
TraprTdang.
Loading
Rectangular
Loading
TraplTdang.
Loading
Rectangular
Loading
TrapfTrlang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Reclanguler
Loading
TreplTliang.
Loading
Rectangular
Loading
Trep THeng,
Loading
Rectangular
Loading
TrapfTrieng,
Loafing
Rectangular
Loading
TraplTriang.
Loading
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121.5
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106.3
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170.0
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170.0
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133.9
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170.0
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170.0
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97,8
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123.9
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118.5
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73.2
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114.4
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62.8
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114.4
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54.9
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114.4
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151.8
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161.9
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126.5
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138.9
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108.5
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123,2
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94.9
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112.2
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84.4
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104.6
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75.9
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99.4
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63.3
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94.5
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54.2
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94.1
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47.4
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94.1
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68 In
132.1
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140.0
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110.0
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105.9
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78.2
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55.3
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88.5
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90.4
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67.4
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44.8
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80.0
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83.4
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68.7
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57.1
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44.4
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40.0
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42.9
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28.6
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40.6
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52.1
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45.4
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37.2
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39.6
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32.5
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35.3
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26.9
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32.1
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28.0
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29.6
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21.7
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26.1
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18.6
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24.1
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16.3
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23.0
319
96 in
42.0
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44.1
320
35.8
358
37.2
314
30.7
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32.4
309
26.8
358
28.8
304
23.8
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26.1
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21.5
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24.0
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17.9
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21.0
289
15.3
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19.2
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1081n
30.1
263
30.8
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25.1
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21.5
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22.5
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18.8
283
19.9
244
18.7
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18.0
240
15.1
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16.5
237
111 in
27.8
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28.3
242
23.1
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267
20,6
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17.3
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18.3
231
15.4
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16.5
228
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120 In
22.0
229
22.3
209
18.3
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220
16.2
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T -T-1-
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I
I
TABLE 4B
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,) X ( ANCHOR CAP.,,,,,,,, ) =ANCHOR CAP., ,
\MULLION Clow -M,,-
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 INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 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.
VX 2.75" X .650" MULLION
OD
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Acceptance I3o
Expiration Date jtoz
By
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_• �� I`o. 5371)5 �`� /,_
31,6
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5TATZ
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A. LYNN MILLER, P.E.
FL P.E.# 58705
Anchor Ca a Ity
Table lbs
Substrate:
2]k Concrele
3.5k Cone_
Hollow CMU
Filled CMU
PT Wood
Melal
Anchor Clip Patterns
Anchor Type:
at I6 Ecco Uliracon
114" Elco Ullracon
We" E{co
Ultiacon
3118" Elco Ultracon
114' Elco Ultracon
114' SS Elco 5116' Elco
AggreGator Ultracon
114" 55 Elco
AggreGalor
#10 Steel
Screw (G5)
1112 Steel
screw (G5)
412 Steel
Screw (G5)
Edge Distance (in):
1'
2.112"
1"
2-112"
3-118'
1"
2-1l2"
1
2-112"
2"
3-118"
2"
0.48"
0.54"
0.324'
Embedment (in):
1-314"
1-314"
1-314"
1-314"
2"
1-114°
1.114"
1-114°
1.114'
1-114"
1-114"
2'
1.318"
1-318'
caries
2 Anchors @ 4.75" Min, 0. C. 18 (andard or Cftol Clip (Fig. 1):
390 Ibs 1
390 IN
450 lbs
890 Ibs
1644 lbs
270 Ibs
280 Ibs
354 Ibs
740 Ibs
374 lbs
664113's
946 lbs
341 Ibs
4421bs
560 lbs
4 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (Fug_ 2):
480 Ibs
700 Ibs
WA
WA
WA
WA
380 Ibs
WA
NIA
WA
WA
WA
662 Ibs
8851
1120 Ibs
4 Anchors @ 3' Min. O -C. 1(2) 2x5 Angle Ups I (Ftg. 3):
760 Ibs
780 Ibs
680 Bas
1560 Ibs
1896 lbs
540 Ibs
560 Ibs
NIA
760 Ibs
748 Ibs
680 lbs
1892 lbs
682 Fibs
885 bs
1120 Ibs
2 Anchors @ 0.45" Min. 0.0. 1 U -Culp, into .125" Alum_ (N. 4):
WA
WA
NIA
NIA
WA
WA
WA
NIA
WA
WA
NIA
WA
WA
715 Ibs
1 Anchor 1 F -Clip (Fig. 5):
195 Ibs
195 lbs
225 Ibs
445 lbs
822 lbs
135 Ibs
140 lbs
177 Ibs
370 Ibs
187 Ibs
332 Ibs
473 Ibs
170 Ibs
221 Ibs
280 Ibs
2 Anchors @ 1.15' Min. O -C] F-aip (Flg_ 6):
240 Ibs
350 Ibs
WA
I WA
WA
NIA
190 Ibs
WA
WA
NIA
NIA
WA
341 IbS
442 lbs
560 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,) X ( ANCHOR CAP.,,,,,,,, ) =ANCHOR CAP., ,
\MULLION Clow -M,,-
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 INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 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.
VX 2.75" X .650" MULLION
OD
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Building [:ode
Acceptance I3o
Expiration Date jtoz
By
%)JI rl11
_• �� I`o. 5371)5 �`� /,_
31,6
'.
5TATZ
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A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 5A
TABLE 5B
T
AnchorCa s Ity
Table lbs
�
Q
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o
Mullion Capacity
Table Ibstle
2.7K Concrete
it d
3.5k Cone.
U)
Hagar CMU
FIIIedCMU
PTWOod
ME1al
AnehorCll Pattemta
P
ArxhorType
3x16' Elco Utlratm
1I4" ElcoUttraton
516' Elto
Uttracon
3116' Elco Uliratm
114° EfcoUltraton
1r4" SS Elco 5116' Elco
AggreGator Ullraton
114" SS Elco
AggreGalor
N1D Steel 012 Steel
Strew (G5) Screw (G5)
#12 Sleel
Screw (G5)
Edge Distance (1n)
1"
2.112'
1"
Opening Width
(for vertically -spanning millions) or Opening Height
(for horizontally-spenririg
minions)
1"
2-112"
2"
3-118"
2'
0 48"
0.54'
0.324"
Embednenl m
1314"
1314'
50 in
1314°
2'
80 in
1 1-114'
1-114'
70 in
1-114•
1-114"
80 in
1-38'
13x8'
90 in
2 Anchors @ 4.76' Min O.C. I Standard or09sel Cllp (Flg 1X
SCO lbs
100 in
450 Ibs
890 lbs
120 In
270 lbs
2W lbs
140 in
740Ibs
374 IDs
160 in
946 Ibs
1" x 3.125" x
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Trap)Tdang.
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Trapffriang.
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TrapTrfang.
Loading
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Traprrd Mg.
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.500" Alum
Tube Mull
75
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680 Ibs
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42 in
170.0
620
170,0
435
170.4
744
170.0
478
1170.0
688
170.0
506
170.0
992
170.0
519
170.0
11116
170.0
521
170.0
12401
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
154.4
1002
170.0
521
401n
`170.0
708
170.0
524
170.0 1
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
681
170.0
1275
170.0
677
170.0
1417
170.0
680
157.7
1577
170.0
680
135.1 1
1577
170.0
680
118.2
1577
1 170.0
680
50,625 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1048
170,0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
141.7
1495
170.0
756
121.5
1495
170.0
758
106.3
1495
170.0
756
54 in
170.0
797
170,0
812
170.0
950
170.0
691
170.0
1118
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149.5
1401
170.0
658
124.6
1401
170.0
861
106.0
1401
170.0
661
93.4
1401
170.0
861
60in
170.0
885
170.0
701
170,0
1063
170.0
797
158.5
1156
170.0
878
138.7
1156
167,0
928
123.3
1156
156.5
917
111.0
1156
149.7
910
92.5
1156
144.5
903
79.3
1156
144.5
903
80.4
1156
144,5
003
631n
170.0
930
170.0
745
159.8
1049
170.0
850
137.0
1049
155.5
680
119,8
1049
141.7
846
106.5
1049
132.0
636
95.9
1049
125.5a28
79.9
1049
119.3
820
W-5
11049
118.0
819
59.9
1049
118.9
Big
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166.8
955
170.0
789
139.0
955
151.3
804
119.1
955
133,7
788
104.2
955
121,4
775
92.8
955
112.8
765
83.4
955
106.4
757
89.5
955
99.8
749
59.6
955
98.7
746
52.1
955
98.7
746
721n
128.5
803
134.9
697
107.0
803
114.9
682
91.8
803
101.1
670
60.3
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91.2
859
71.4
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83.9
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64.2
603
78.6
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53.5
803
72.2
832
45.9
803
69.8
828
40.1
603
89.7
627
76 in
109.2
721
114.1
629
91.0
721
97.0
618
76.0
721
85,1
605
68.3
721
76.5
595
60.7
721
70.1
588
54.6
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85.4
579
45.5
721
58.4
589
39.0
721
58.8
564
34.1
721
56.1
563
70In
101.0
884
105.4
599
64.2
684
69.4
587
72.2
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78.4
576
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684
70.4
567
56.1
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64.4
558
50.5
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59.9
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42.1
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31.6
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50.6
534
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65.8
514
67.9
458
54.8
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57,3
448
47.0
514
50.0
440
41.1
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44.6
433
36.5
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40.5
427
32.9
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37.3
421
27.4
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33.0
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23.5
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30.4
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20.6
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29.0
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54.2
452
55.7
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45.2
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47.0
396
38.7
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40.9
300
33,9
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36.4
384
30.1
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32.9
376
27.1
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30.3
373
22.8
452
26.6
385
10.4
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24.2
359
16.9
452
22.8
355
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38.1
357
38.9
322
313
357
32.7
317
27.2
357
28.4
312
23.8
357
25.2
308
21.1
357
22.7
303
19.0
357
20.8
299
15.9
357
118.0
293
13.6
357
16.2
287
111.9
357
15.0
283
111 In
35.1
338
35,8
306
29.2
338
30.1
301
25.0
338
26.1
296
21.9
338
23.1
292
19.5
336
20.8
288
17.5
338
19.0
284
14.8
338
16.5
278
12.5
338
14.8
273
i 1.0
338
13.8
269
1201n
27.7
289
28.2
263
23.1
289
23.7
259
19.8
289
20.5
258
17.3
289
18.11
252
15.4
289
18.3
240
113.9
289
14.9
246
11.6
289
12.6
240
9.9
289
11.4
238 1
8.7
280
14.4
232
TABLE 5B
VU 1 C- r -VR r nr- VrrilC i 4 -Ur, varz I nt JHIVIL AINUMUK PAI I ENN ANU ANUMUK VALUES AS I HE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
Mill=
T
AnchorCa s Ity
Table lbs
�
Q
�
0)
r
o
Substrate:
2.7K Concrete
it d
3.5k Cone.
U)
Hagar CMU
FIIIedCMU
PTWOod
ME1al
AnehorCll Pattemta
P
ArxhorType
3x16' Elco Utlratm
1I4" ElcoUttraton
516' Elto
Uttracon
3116' Elco Uliratm
114° EfcoUltraton
1r4" SS Elco 5116' Elco
AggreGator Ullraton
114" SS Elco
AggreGalor
N1D Steel 012 Steel
Strew (G5) Screw (G5)
#12 Sleel
Screw (G5)
Edge Distance (1n)
1"
2.112'
1"
2-V2"
3118'
V
2-117
1"
2-112"
2"
3-118"
2'
0 48"
0.54'
0.324"
Embednenl m
1314"
1314'
1314'
1314°
2'
1-1/4"
1 1-114'
1-114'
1-1/4"
1-114•
1-114"
2
1-38'
13x8'
varfes
2 Anchors @ 4.76' Min O.C. I Standard or09sel Cllp (Flg 1X
SCO lbs
390 Ibs
450 Ibs
890 lbs
1644 lbs
270 lbs
2W lbs
354 lbs
740Ibs
374 IDs
664 Its
946 Ibs
341 lbs
442 lbs
560 Ibs
4 Antlrors @ 1.15' Min O.C. I Slandard (or Met) Up Og 4
480 Ibs
700 Ibs
NIA
WA
NIA
NIA
380 Ibs
NIA
NIA
IVA
WA
WA
6821bs
865 lbs
11201b5
4 Arc hors @ 3" Min. O.C. / (2) 2x5 Angle Clips 1 (Fig- 3}
780 Ibs
780 Ibs
680 Ibs
15W IDs
1896 Ibs
5401bs
560 lbs
NIA
7601bs
74811)s
am Ibs
1892 ft
682 lbs
885 ft
1120 Ibs
3 Anchors @ 0.45" Min- O C. 1 U -Clip, Inlo .1125° Alum. (Fig 4y
NIA
WA
NIA
N1A
P41A
NIA
WA
NIA
NSA
NIA
WA
WA
N/A
WA
1073 ibs
1 ArChOF1 F-CIIp (Fig Sy
195 Ibs
195 lbs
225 Ibs
445 lbs
022 IDs
135 lbs
140 Ibs
177 lbs
370 Ibs
187 Ibs
332 its
473It>8
170 lbs
221 Ibs
280 lbs
2 Anchors Q 1.15" Min O.C-1 F-CIIp (Flg_ 6j
240 Ibs
384 IDs
NIA
WA
NIA
NIA
190 lbs
NIA
WA
NIA
WA
WA
34111)s
442 lbs
560 IDs
VU 1 C- r -VR r nr- VrrilC i 4 -Ur, varz I nt JHIVIL AINUMUK PAI I ENN ANU ANUMUK VALUES AS I HE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
Mill=
T
It
-
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
f
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP_ ) X PF,o, l ANCHOR CA ) =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
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 -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125"
THICK. STEEL STUDS 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. #110 8" #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
I--1.000" -1
ZI
Q
T
It
Z
�
Q
�
0)
r
o
Fx
m
NO�
it d
6T-
U)
Waf
N
r
Q
r
Z
Q
0
a
=
o
U)
co
�.a
O
m5.0
y
n
en
n n
PI((X)UCT RF.VISED
as complying ivilh the Flo rk%
Building (:ode
Acceptance
F. IratirnI Dale 2�
Ey
Mian Dada Pro" Con
,,1ttlllllll//
No.537D5 _
A. AM'N L' LER, P.E.
FL P.E.# 58705
TABLE 6A
TABLE 6B
Anchor Ca Itv
Table Ibs
Anchor Clip Patterns
Mullion Capacity Table (lbsfftx)
2"7k Concrete
3"51k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Type: 3116" Elco Ultmcon 114" Elco Ultracon 5/16" Elco 3116" Eloo Ullrecon 1/4" Elco Utlracon 114" SS Elco 5118" Elco 114" SS Elco #10 Steel #12 Steel
Ultracon AggreGator Ultrecon AggreGator Screw (G5) Screw (G5}
412 Steel
Screw (G5)
Edge Distance (in):
1"
2.1/2"
1"
2-1/2"
3-118'
1"
2-112"
1"
2-112"
2'
3.1/8'
2'
0.48'
0.54"
0"324"
Opening Width (for vertically-sparvling millions) or Opening height
(for horizontally -sparring
mullions)
1-3/4'
1.314°
i -Y4'
2"
1-1/4'
1-114°
1-114"
1-V4"
1-114"
1-114'
2"
1-318"
50 in
series
2 Anchors @ 4"76" Min" O.C. I Standard or Offsel Clip (Fig. 1&2):
60 In
390 lbs
450 Ibs
70 In
1644 Ibs
270 Ibs
80 In
354 Ibs
740 Ibs
90 in
664 Ibs
946 Ib&
100 In
442 Ibs
560 Ibs
120 In
700 lbs
700 Ibs
140 In
1410 Ibs
952 Ibs
160 in
560 Ibs
1 x 4 x.126
Rectangular
Loading
TrapJTrtang.
Loading
Rectangular
Loading
Trap/Triang-
Loading
Rectangular
Loading
TrawTrlang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Traprildang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
TrapfFrlang.
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
Trapf clang.
Loading
Alum. Tutee
MUillOri
Cy1��p1
G
O3
G
UQLp➢�Gg41G5
.LCU
Q R
G
ab
2
C
�FU
C
O
Z
m
V
Q kX
C
O
7
$.pG(A
E
�7uV7tC
C
m�G
X
m
C
O
G
C
2
r
G
yC
V
Q R
(((
(��)p gG
(,1
Vq>3
p�
LIy} GP
V}p
O
Ua�p BGP
L
i("
8
2
1170 Its
u
V
.G.
L`
U
OC
G
RG
U
LCCaqC '
au
8
OC
GM
um.B-.
8-
;u
2C
$u -G
Ut
U
OC
U
�
US
OC l�V
QO
C C'
.�
as
GuyGU
QZ
{
4 Anchors @ 0.45" Min. O.C. / U -Clip, inlo .125" Alum. (Fig. 7):
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
570.0
992
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
521
170.0
1488
170.0
521
145.8
1489
170.0
521
127.6
1489
170.0
521
WA
481n
170.0
706
170,0
524
170.0
SW
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
166.3
1303
170.0
680
130.3
1303
170.0
880
111.7
1303
170.0
660
97.7
1303
170.0
680
50.025 In
170.0
747
170.0
663
170.0
8%
170,0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
156.1
1235
170.0
747
140.5
1235
170.0
756
117.1
1235
170.0
766
100,4
1235
170.0
756
67.8
1235
170.0
756
54 in
170.0
797
170.0
812
170.0
958
170.0
691
170.0
1116
170,0
754
154.4
1158
170.0
803
137.2
1158
170.0
837
123.5
1158
170.0
656
102.9
1158
170.0
661
88.2
1158
170.0
661
77.2
1166
170.0
861
60 In
170.0
885
170.0
701
166.7
1042
170.0
797
1 142.9
1042
161.1
1 832
125.1
1042
146.7
615
i t l.2
1042
136.8
601
100.0
1042
130.2
791
83.4
1042
125.1
782
71.5
1042
125.1
782
62.5
1042
125.1
782
631n
170.0
930
170.0
745
151.2
992
163.6
618
129.6
992
144.4
799
113.4
992
131.0
762
100.8
992
121.4
768
90,7
992
114.6
758
75.6
992
108.4
745
64.8
992
108.0
744
56.7
992
108,0
744
ICY)
661n
165.4
947
170.0
769
137.6
947
148.0
786
118.1
947
130.3
768
103.4
947
117.7
752
91.9
947
108.7
738
82.7
947
102,2
727
68.9
947
95.1
713
59.1
947
94.0
711
51.7
947
94.0
711
C
721n
135.9
849
142.7
737
113.2
849
121.6
722
97,0
849
106.9
708
84.9
849
96.4
696
75.5
849
88.7
686
67.9
649
82.7
075
56.6
849
75.3
659
48.5
849
72.5
652
42.5
849
72,4
651
a
761n
115.6
762
120.7
665
95.3
762
102.6
652
82.5
762
90.0
640
72.2
762
80.9
629
64.2
762
74.2
620
57,8 1
762
69.2
613
48.1
762
62.8
602
41.3
762
59.9
5977
36.1
762
59.4
595
78 in
100.9
724
111.4
634
89.0
724
94.6
621
76.3
724
62.9
609
66.8
724
74.4
599
59.4
724
88.1
591
53,4
724
63.4
583
44.5
724
57.3
573
38.2
724
54.3
667
33.4
724
53.5
565
90ln
69.6
543
71.e
483
58.0
543
60.7
474
49.7
643
52.9
466
43.5
543
47.1
458
38.6
543
42.6
452
34.8
543
39.5
446
29.0
543
34.9
436
1 24.8
543
32.1
430
21.7
543
301
426
961n
57.3
478
58,9
427
47.8
478
49,7
419
40.9
476
43.2
412
35,8
476
38.5
406
31.8
478
34.8
400
28.7
476
32.0
395
23.9
478
28.1
386
20.5
478
25.6
380
57.9
478
24.2
376
108 In
40.3
377
41.1
341
33.5
377
34.6
335
28.8
377
30.0
330
25.2
377
28.6
325
22,4
377
24.0
321
20,1
377
22.0
317
16,8
377
19.0
310
14.4
377
17.1
304
111 In
37.1
357
37.8
323
30.9
357
31.8
316
28.5
357
27.6
313
23.2
357
24.4
309
20.6
357
22.0
305
16.5
357
20.1
301
15.4
357
17.4
294
120 in
29.3
306
20.8
279
24.5
306
25.1
274
21.0
306
21.7
270
18.3
306
19.2
267
16.3
306
17.3
263
144 In
17.0
212
1 17.2
196
TABLE 6B
NOTE: E: FOR THE OFFSET CLIP, USE 5 HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
FIGURE 5: FIGURE 6: FIGURE 7:
• •
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
([)P-.) X f ANCHOR CAP .F , aFl _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
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 1S ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LFAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
---1 1.000" �--
4.000"
1"X4"X.125'
MULLION
125"
va
a
LL
O
w
c1
J
LL
(0 0 V KG
J r.
J
Q CT) O
Z N t--
1
6 m O _C)
r rA O D
X Y Y
"T U) in
X
I-< n n
-")IWnI
fRMUCT REVISED
as complying with the Florida
Building cede %P0 e> 18, O
Acceptance 14o
Expiration Date
13y1C"11I--- J�
1,�iirirll/1
\•• `\GEN S
ll
A. LYNNrMILLER, P.E.
FL P.E.# 58705
Anchor Ca Itv
Table Ibs
Anchor Clip Patterns
Substrate:
2"7k Concrete
3"51k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Type: 3116" Elco Ultmcon 114" Elco Ultracon 5/16" Elco 3116" Eloo Ullrecon 1/4" Elco Utlracon 114" SS Elco 5118" Elco 114" SS Elco #10 Steel #12 Steel
Ultracon AggreGator Ultrecon AggreGator Screw (G5) Screw (G5}
412 Steel
Screw (G5)
Edge Distance (in):
1"
2.1/2"
1"
2-1/2"
3-118'
1"
2-112"
1"
2-112"
2'
3.1/8'
2'
0.48'
0.54"
0"324"
Embedment (in):
1.314"
1-3/4'
1.314°
i -Y4'
2"
1-1/4'
1-114°
1-114"
1-V4"
1-114"
1-114'
2"
1-318"
1318"
series
2 Anchors @ 4"76" Min" O.C. I Standard or Offsel Clip (Fig. 1&2):
390 lbs
390 lbs
450 Ibs
690 Ibs
1644 Ibs
270 Ibs
280 Ibs
354 Ibs
740 Ibs
374 lbs
664 Ibs
946 Ib&
341 lbs
442 Ibs
560 Ibs
4 Anchors @ 2.25" Min. O.C. 1 Standard (or Chet) Glip (Fig. 3):
700 lbs
700 Ibs
580 lbs
1410 Ibs
952 Ibs
WA
560 Ibs
NIA
630 Ibs
NIA
880 Ibs
WA
682 Ibs
885 Ibs
1120 lbs
6 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (Fig. 4):
960 lbs
1400 Ibs
WA
WA
WA
NIA
760 Ibs
NIA
NIA
N/A
NIA
NIA
1383 Ibs
1770 lbs
-
224011)s
4 Anchors @ 3" Min. O.C. 1(2) 20 Angle pips / (Fig" 5}.
780 lbs
780 Ibs
680 lbs
1560 lbs
1896 Ibs
540 Ibs
580 Ibs
NIA
760 lbs
7481bs
880 lbs
1892 Ibs
682 lbs
885 Ibs
112016s
6 Anchors @ 3" Min. O.C" 1(2) 2x5 Angle Clips / (Fig- 6):
1170 Its
117016a
5020 Ibs
2340 lbs
2844 lbs
810 lbs
840 Ibs
NIA
1140 Ibs
1122 Ibs
1320 lbs
28M lbs
5022 Ibs
1327 Ibs
1660 Ibs
4 Anchors @ 0.45" Min. O.C. / U -Clip, inlo .125" Alum. (Fig. 7):
NIA
N1A
WA
WA
N/A
WA
WA
NIA
WA
NIA
NIA
WA
WA
NIA
1430 Ibs
2 Anchors @ 2.25' Min. O.C.1 Flip (Fig. 8):
350 Ibs
350 lbs
2901bs
705 lbs
476 Ibs
WA
280 Ibs
WA
315 lbs
WA
440 lbs
WA
341 Ibs
442 Ibs
660 lbs
4 Anchors @ 1.15" Min- O.C.I F Clip (Fig. 9}:
980 Ibs700
Ibs
WA
WA
I WA
WA
380 Ibs
WA
1 WA
WA I
N/A
WA
6821bs
865 Ibs
1120 lbs
NOTE: E: FOR THE OFFSET CLIP, USE 5 HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
FIGURE 5: FIGURE 6: FIGURE 7:
• •
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
([)P-.) X f ANCHOR CAP .F , aFl _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
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 1S ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LFAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
---1 1.000" �--
4.000"
1"X4"X.125'
MULLION
125"
va
a
LL
O
w
c1
J
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(0 0 V KG
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1
6 m O _C)
r rA O D
X Y Y
"T U) in
X
I-< n n
-")IWnI
fRMUCT REVISED
as complying with the Florida
Building cede %P0 e> 18, O
Acceptance 14o
Expiration Date
13y1C"11I--- J�
1,�iirirll/1
\•• `\GEN S
ll
A. LYNNrMILLER, P.E.
FL P.E.# 58705
TABLE 7A
TABLE 7B
Anchor Ca Ity
Table Ib9
Mullion Capacity
Table (lbsM2
2.7k Concrete
3.5k Cori-
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Cllp Patterns
Anchor Type:
3116 Edo Ullrecon
1I4' Edo
Uttracon
5116" Elco
Ultracon
3116" Edo UlVacon
114" Edo Ullracon
114" SS E" 51W Elco
AggreGator Utlracon
V4" $S Elco
AggreGator
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2.1/2'
Opening Width (for vertically -spangling
mullions) or Opening Height
(lar horizontally -spanning
mullions)
2-112"
1"
2-112"
2"
3.116"
2"0.48"
0.54"
0-324'
Embedment (in):
1-314"
50 in
1-314"
1-314"
60 In
1-114"
1-114"
70 In
1-114"
'1-114"
80 In
2"
1-318"
90 In
varies
2 Anchors @ 4.75' Min. O.C. I Standard or Offset Clip (Fig. 1&2):
100 in
390 Ibs
450 Ibs
120 in
1644 lbs
270 lbs
140 in
354 lbs
1 740 lbs
160 In
NA ibs
1 x 4 x.376
Alum, Tube
Rectangular
Loading
Trapridang.
Loading
Rectangular
Loading
Trap[Triang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
Rectangular
Loading
Rap[Tiiang.
Loading
Rectangular
Loading
Tiap/Triang.
Loading
Rectangular
Loading
Tra 1Trian
P g•
Loading
Rectangular
9
Loading
Tra nan
PIT 9•
Loading
Rectangular
9n
Loading
Tra glen
i>✓T g.
Loading
Mullion
d
G
a
ciG
L
lL'
l°Rg7
V
C
rl G
yap
V G
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yp
V
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a
alp
ci
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roa
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aG
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ci
L G
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11G
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1qi
V
a
aG
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L�
EpIS
fl
1ryQp
V
}�qqQ
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LCL�L-L
(om�y
U
m
Q (ZL
w
2 G
m
80, w
TL G
Wm m
UG
�
IL
Z"
{alp
U
L
4
�ryay H
Vc
C
Z'
{1p�p
U
F5�
G
rym�
13
it
mW
2>
m
Q rL
2340 lbs
421n
170.0
1 620
170.0
435
170.0
744
170.0
478
170.0
We
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1468
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
WA
46 In
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
677
170.0
1417
170.0
680
170.0
170D
170.0
680
170.0
1983
170.0
680
151.8
2024
170.0
680
50.625 In
170.0
747
170.0
563
170.0
696
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
766
166.0
1919
170,0
756
136.5
1919
170.0
756
641n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
637
170.0
1594
170.0
866
159.9
1799
170.0
861
137.1
1799
170.0
861
120.0
1799
170.0
881
601n
170.0
685
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
876
170.0
1417
170.0
944
170.0
1594
170.0
996
155.5
1619
170.0
1033
129.6
1619
170.0
1063
111.0
1619
470.0
1063
97.2
1619
170.0
1063
63 in
170.0
930
170.0
745
170.0
1116
170.0
650
170.0
'1302
170.0
940
170.0
1468
170.0
1015
158.7
1542
170.0
1076
141.0
1542
170.0
1122
117.5
1542
168.5
1168
100.7
1542
167.9
1157
88.1
4642
167.9
1157
tS
66 in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170,0
1086
142.8
1472
168.8
1148
128.5
1472
158.8
1130
107.1
1472
147.8
1108
91.8
1472
146.0
1104
60.3
1472
146.0
1104
J
721n
170.0
1063
170.0
878
170.0
1275
170.0
10D9
150.8
1320
166.2
1101
132.0
1320
149.9
1082
117.3
1320
137.8
10%
105.6
1320
128.8
1049
88.0
1320
117.0
1024
75.4
1320
112.6
1013
66.0
1320
112.5
1012
76 In
170.0
1122
170.0
937
149.6
1164
159.4
1013
128.2
1184
139.9
994
112.2
1184
125.7
976
99.7
1164
115.3
964
89.6
1184
107.5
952
74.6
1184
97.6
935
64.1
1184
93.1
927
56.1
1164
92.3
925
761n
166.1
1124
170.0
967
138.4
1124
147.0
965
118.6
1124
128.8
947
103.8
1124
115.6
931
92.3
1124
105.8
918
83.0
1124
98.5
906
69.2
1124
89.0
890
59.3
1124
84.3
681
51.9
1124
63-2
878
901n
108.1
644
111.5
750
90.1
844
94.3
736
77.2
844
82,1
724
67.6
844
73.3
712
60.1
644
66.5
702
54.0
844
61.4
693
45.0
844
54.2
678
38.6
844
50.0
668
33.6
844
47.7
662
961n
89.1
742
91.5
663
74.2
742
77.2
652
63.6
742
67.2
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
31.8
742
39.8
590
27.8
742
37.5
584
1081n
62.6
586
63.9
530
52.1
566
53.6
521
44.7[5E5542.9
513
39.1
588
41.4
505
34.8
586
37.3
498
31.3
586
34.2
492
26.1
586
29.6
481
22.3
586
26.6
472
19.5
586
24.7
466
111 In
57.6
555
58.8
503
48,0
555
49.5
495
41.2
487
36.0
655
38.0
480
32.0
555
34.2
473
28.8
5%
31.3
467
24.0
555
27.1
457
20.6
555
24.3
448
18.0
555
22.4
442
1201n
45.6
475
46.4
433
38.0
475
39.0
426
32.6
420
28.5
475
29.8
414
26.3
475
26.8
409
22.8
475
24.5
404
19.0
475
21.1
395
16.3
475
18.7
387
14.3
475
17.2
381
1441n
26-4
330
26.7
305
22.0
330
22.4
301
18.9
297
16.5
330
17.0
293
TABLE 7B
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
• • • • • • • • • •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP".) X f ANCHOR CAP. -,-1 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
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO BEA 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.
--1 1.062" �--
4.000"
1" X 4"X.375"
"T" -MULLION
---j 1.000" f
4.000^
i" X 4"X.375"
MULLION
5"
J r r
Z
r-- 4 R 0� mO
COQ o 0
Z O O
(n
O 10
m�
PRODUCT REVISED
ns complying with tite FlWida
Building Code r
Acceptance T� !6 -Q 7,1S. C)`j
P piral�maate$4_[5_M &./2�021
By '
Miam' Dude Product Q
/ ,�ttlllli
No.SLr c,
t
A. L�INNIMILL�k P.E.
FL P.E.# 58705
Anchor Ca Ity
Table Ib9
Substrate:
2.7k Concrete
3.5k Cori-
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Cllp Patterns
Anchor Type:
3116 Edo Ullrecon
1I4' Edo
Uttracon
5116" Elco
Ultracon
3116" Edo UlVacon
114" Edo Ullracon
114" SS E" 51W Elco
AggreGator Utlracon
V4" $S Elco
AggreGator
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2.1/2'
1"
2-112"
3.118"
1"
2-112"
1"
2-112"
2"
3.116"
2"0.48"
0.54"
0-324'
Embedment (in):
1-314"
1.314'
1-314"
1-314"
2"
1-114"
1-114"
1-114"
1-114"
'1-114"
1.114"
2"
1-318"
1'18"
varies
2 Anchors @ 4.75' Min. O.C. I Standard or Offset Clip (Fig. 1&2):
390 Ibs
390 Ibs
450 Ibs
69011),s
1644 lbs
270 lbs
280 lbs
354 lbs
1 740 lbs
374 lbs
NA ibs
946 IN
341 lbs
442 lbs
560 lbs
4 Anchors @ 2.25" Min. O.C. I Standard (or Offset) Dip (Fig. 3):
700 Ibs
700 Ibs
580 Ibs
1410 Ibs
952 Ibs
WA
560 Ibs
NIA
6301bs
NIA
880 Ibs
WA
662 Ibs
885 Ibs
1120 Ibs
8 Anchors @ 1.15" Min. O.C. 1 Standard (or Oftel) Clip (Fig. 4):
960 Ibs
1400lbs
WA
WA
WA
WA
760 Ibs
WA
NIA
WA
WA
WA
1363 Ibs
1770 lbs
2240 lbs
4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips 1(Fig. 5):
780 Ibs
780 Ibs
680 Ibs
1560 Ibs
1896 Ibs
540 Ibs
560 Ibs
WA
760 Ibs
748 Ibs
880 Ibs
1892 Ibs
682 lbs
685 Ibs
1120 Ibs
6 Anchors @ 3" Min. O.C. 1 (2) 2x5 Angle Clips 1 (Fig. 6):
1170lbs
1170 Ibs
1020 Ibs
2340 lbs
2844lbs
810 Ibs
840lbs
WA
11401bs
1122 Ibs
1320 Ibs
2838 Ibs
1022 Ibs
1327 Ibs
1680 ibs
4 Anchors 0.45" Min. O.C. 1 U -Clip, into .125" Alum. (Fig. 7):
WA
NIA
WA
NIA
WA
NIA
WA
NIA
NIA
WA
WA
WA
WA
NIA
1430 Ibs
2 Anchors 0 2.25" Min. O.CJ F01p (Fig. 8):
350 lbs
350 Ibs
290Ibs
705 Ibs
476 Ibs
NIA
280Ibs
NIA
315 Ibs
WA
440 Ibs
WA
341 Ibs
442 Ibs
5601bs
4 Anchors @ 1.15" Min. O.CJ F -alp (Fig. 9):
480 Ibs
700 Ibs
WA
WA
WA
NIA
360 Ibs
WA
WA
WA
WA
NIA
662 lbs
685 Ibs
1120 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
• • • • • • • • • •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP".) X f ANCHOR CAP. -,-1 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
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO BEA 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.
--1 1.062" �--
4.000"
1" X 4"X.375"
"T" -MULLION
---j 1.000" f
4.000^
i" X 4"X.375"
MULLION
5"
J r r
Z
r-- 4 R 0� mO
COQ o 0
Z O O
(n
O 10
m�
PRODUCT REVISED
ns complying with tite FlWida
Building Code r
Acceptance T� !6 -Q 7,1S. C)`j
P piral�maate$4_[5_M &./2�021
By '
Miam' Dude Product Q
/ ,�ttlllli
No.SLr c,
t
A. L�INNIMILL�k P.E.
FL P.E.# 58705
TABLE 8A
Mullion Capacity Table Ibs1W)
N
Opening Width
(for vertically -spewing mullions) or Opening Height
(for horizontally -spanning
mullions)
1.215" x
3.188" x
50 in
Rectangular Trapfrdang.
Loading Loading
60 In
Rectangular Trap/Tdang.
Loading Loading
70 In
Rectangular Trapri'dang.
Loading Loading
00 In 9010
Rectangular TraplTdang. Rectangular TraplTriang.
Loading Loading Loading Loading
1100 in
Rectangular Trap/Trlang.
Loading Loafing
120 In
Rectangular TrapfTdang.
Loading Loading
140 in
Rectangular Traprrdang.
Loading Loading
160 in
Rectangular TraplMwg.
Loading Loading
.285" Alum
Tube Mull
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421n
170.0 620
170.0 435
170.0
744
170.0 478
170.0
868
1 170.0
1 5%
170.0 992
170.0
519 170.0 1116
170.0 521
170.0 1240
170.0 52t
170.0 1468
170.0 521
170.0 1735
170.0 521
155.6 1769
170.0 521
1-514'
481n
170.0 706
170.0 524
170.0
650
170.0 584
170.0
992
170.0
630
170.0 1133
170.0
661 170.0 1275
170.0 677
170.0 1417
170.0 680
154.6 1548
170.0 680
132.7 1546
170,0 680
116.1 1548
170.0 860
442 IDS
50.6251n
170.0 747
170.0 563
170.0
896
170.0 631
170.0
1046
170.0
684
170.0 1195
170.0
723 170.0 1345
170.0 747
167.0 1488
170.0 756
139.2 1466
170.0 756
1119.3 1468
170.0 756
104.4 1468
170.0 756
1896 lbs
54 In
170.0 797
170.0 612
170.0
956
170.0 691
570.0
1116
170.0
754
570.0 1275
170.0
803 163.1 1376
170.0 837
146.8 1376
170.0 856
122.3 1376
170.0 661
104.8 1376
170.0 661
91.7 1376
170.0 881
WA
601n
170.0 885
170.0 701
170.0
1063
1 170.0 797
158.9
1158
170.0
878
139.0 1158
167.4
930 1156
156,8 919
151.2 1158
150.0 912
92.7 1158
144.8 905
79.4 1158
144.8 905
69.5 1158
144.8 905
NIA
831n
170.0 930
170.0 745
160.1
1051
170.0 650
137.2
1051
555.9
862
120.1 1051
542.0
848 1051
132.3 637
98.1 1051
125.1 830
80.1 1051
119.5 822
68.6 1055
119,1 821
80,0 1051
119.1 821
66 in
167.1 957
170.0 789
139.3
957
151.6 005
119.4
957
134.0
790
104.4 957
121.6
777 957
112.8 767
63.6 957
108.6 759
69.6 957
100.0 750
59.7 957
96.9 748
52.2 957
98.9 748
72in
128.7 804
135.2 696
507.3
804
115.2 684
91.9
804
101.3
671
80.4 604
91.4
660 804
[36.6
84.1 850
64.4 804
70.8 843
53.6 804
72.3 633
46.4 604
69.9 629
40.2 604
69.8 828
761n
109.4 722
114.4 630
91.2
722
97.2 656
78.2
722
85.3
608
68.4 722
76.7
586 722
70.3 588
54.7 722
65.5 580
45.6 722
59.5 570
39.1 722
56.7 565
34.2 722
56.2 564
781n
101.2 685
505.6 600
84.4
685
89.6 588
72.3
685
78.5
577
63.3 685
70.5
568 685
64,5 560
50.6 685
60.1 553
42.2 605
54.3 543
36.2 685
51.4 537
31.6 685
50.7 536
BO In
65.9 515
88.0 457
54.9
515
57.5 449
47.1
515
50.1
441
41.2 515
44.7
434 515
40.6 428
33.0 515
37.4 422
27.5 515
33.1 413
23.5 515
30.5 407
20.6 515
29.1 404
961n
54.3 453
55.6 404
45.3
453
47.1 397
36.8
453
41.0
391
33.9 453
36.4
385 453
33,0 379
27.2 453
30,4 374
22.6 453
26.6 368
19.4 453
24.3 360
17.0 453
22.9 356
1081n
38.1 358
39.0 323
31.8
358
32.8 318
27.2
358
28.4
313
23.6 358
25.2
308 21.2 358
22.7 304
19.1 358
20.8 300
15.9 358
18.0 293
III In
35.1 338
35.8 306
29.3
338
30.1 301
25.1
338
26.1
297
22.0 338
23.2
293 19.5 338
20,9 289
17.6 338
19,1 285
120 In
1 27.8 1 290
28.3 264
23.2
290
23.8 260
19.9
290
20.6 1
256
17.4 290
16.2
253 15.4 290
16.4 249
144 In
16.1 j 201
16.3 186
FABLE 86
NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
• • • • CLIP MUST
SE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ( ANCHOR CAP.;,"y,�,�\ _ANCHOR CAP...
l\ 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.
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, MOLES 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 BEA 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 R #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
I- -1.250 -{
3.188"
.265"
I
1,25"X 3.188'X.265' MULLION
(1-114" VF MULLION)
N
AnchorCa a Ity
Table (lbs)
tV
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(1)
2.7k Concrete
2
3.5k COX.
o
o
(f)
Hdlow CMU
LUo
Flied CMU
PT Wood
Metal
=AnChorType
AncltorCll Peitem!"ElcoUttracm
P
m
114'EkoUdracon
5116" Elco
Ultracon
311GEkoUlltacon
1!4'EkoUttracon
1f4" SS Eko 5(16' Eko
AggreGalor Ultracon
114' SS Elco
AggreG�or
11110 Steel #12 Sleet
Screw (G5) Screw (G5)
#12 Steel
Strew (G5)
d
2-1/T
1"2-112'
J
0
3-1/0"
1"
2-112'
1"
2-112"
2"
3-11W
2"
0.48'
054'
0.324"
�o
"
13(4'
1314"
1314"
2"
1.114"
1-514'
1-114"
1-114"
1-114"
1414"
2"
13IB"
1318"
varies
2 Anchors ® 4.75" Mlrn O.C. / SlandaM or Offset Clip (f9g 1X
390 IDS
390 Its
450 lbs
890 lbs
1644 IDS
2701D5
280 IDs
354 IDs
740105
374 IDs
664 IDs
946 lbs
341 IDs
442 IDS
%0 lbs
4 Anchors ® 1.15" Mln O.C. 1 Slandard (or 0%et)Clip (Fig 2X
480 lbs
700 lbs
NIA
tuA
NIA
NIA
380 lbs
NIA
WA
141A
WA
WA
6821bs
685 HIS
11201bs
4 Anc hors @ 3" Mln. O.C. 1 (2) 2,,5 Angie Clips 1 (Fig 3X
780 IDs
760 IDS
680 IDs
1560 lbs
1896 lbs
540 IDS
5W IDS
NIA
7601bs
74811)s
880 IDS
16021DS
682 IDS
605 lbs
1120 IDS
4 Anchors (fit 0.45^ Min. O_C.1 U -Clip. Into .12T Mum. (Fig. 4X
NIA
I1lA
NIA
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
NIA
WA
1430 Ibs
1 Anchor! F -Clip (Fig. 5X
1961bs
196 lbs
2251D5
4451Ds
6221bs
f351DS
140 IDS
1177 lbs
370lbs
187 IDS
332 lbs
4731D5
170 IDS
221 IDS
28011)s
2 AnOms @ 1.15" Min. Q.CJ F -Clip (Fig- 6X
240 IDs
350 IDS
NIA
WA
NIA
NIA
190 ibs
NIA
WA
NIA
WA
WA
341 IDs
442 IDS
560 IDS
NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
• • • • CLIP MUST
SE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ( ANCHOR CAP.;,"y,�,�\ _ANCHOR CAP...
l\ 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.
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, MOLES 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 BEA 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 R #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
I- -1.250 -{
3.188"
.265"
I
1,25"X 3.188'X.265' MULLION
(1-114" VF MULLION)
O
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FRMUCT REVISED
as ceanplying with the Flbrjdrr
Hudding "c tia- 629l
AcmfAance No A
Expirnlinn Date lib7r♦*
By
Milani deI'roductCort
4���'ill,lrll/,
4�Gt_NS�c i
talo. 5ti7f,•
01 -
0
.�� ••. SiIiILr,,� �L117,
A. LYNN .MILL' LR, P.E.
FL P.E.# 58705
TABLE 9A
TABLE 9B
Anchor Capacity Table (Ibs)
Substrate:
Mullion Capacity Table (Ibs1W)
2.7k Concrete
3.% Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3118' Elco Uttracon
114" Elco Ultracon
5116" Elco
Uitracon
3116" Elco Ullrecon
114" Elco Ultracon
114" 5S Elco 506" Elco
AggreGator Ullrecon
114" SS Elco
AggreGator
#10 $feel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1' 2-112' 1" 2-1/2" 31VS" 1" 2-172" 1" 2.112' 2" 3-118" 2" 0.48" 0.54"
0.324"
Embedment (in):
1-3/4"
Opening Width (forverlicaly-spanning mullions) or Opening Height (for horizontally -spanning mullions)
1-3/4'
114"
2'
1.1/4"
1-114"
1-114"
1-114"
1-114"
1-V4'
2'
1-318"
1-318"
50 in
2 Anchors @ 4.75" Min. O.C. 1 Slandard or Offset Clip (Fig. 1):
390 Ibs
60 In
450 lbs
890 lbs
70 In
270 Ibs
280 Ibs
80 in
740 lbs
374 Ibs 1
90 in
946 Ibs
1 341 Ibs
100 In
580 Ibs
4 Anchors @ 1.15' Min. O.C. I Standard (or Offset) Clip (Fig. 2).
120 in
700 lbs
NIA
140 in
NIA
NIA
160 In
NIA
1.26 x 3.25
x .100
Rectangular
Loading
Treprrdang_
Loafing
Rectangular
Loading
TrapTrlaW.
Loading
Rectangular
Loading
TrapTriang.
Loading
Rectangular
Loading
Trapfrriang.
Loading
Rectangular
Loading
Traprrdang,
Loading
Rectangular
Loading
TraprTriang.
Loading
Rectangular
Loading
TraprTriang.
Loading
Rectangular
Loading
Trap/Trlang.
Loading
Reclangular
Loading
Trap'Tnang,
Loading
Alum. Tube
Mullion
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exp
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822 Ibs
Jp
jPq
177 lbs
Jp
jQ
332 flu
}
JQ
1�
�r
t
j9
P
j
240 lbs
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
508
170.0
992
170.0
519
170,0
1118
170.0
521
153.3
1118
1 170.0
521
127.7
1118
170.0
521
109.5
1118
170.0
521
95.8
1118
170.0
521
48 in
170.0
706
170.0
524
170.0
850
170.0
584
167.6
978
170.0
830
148.7
978
170.0
651
130.4
978
170.0
677
117.3
978
170.0
680
97.8
978
170.0
680
83.8
978
170.0
880
73.3
978
170.0
880
50.625 in
170.0
747
170.0
563
170.0
696
1 170.0
631
150.7
927
170.0
684
131.9
927
166.5
708
117,2
927
159.1
699
105.5
927
156.3
696
87.9
927
156.3
695
75.4
927
156.3
895
65.9
927
156.3
695
54 in
170.0
797
170.0
612
154.5
869
170.0
691
132.5
869
153.9
883
115.9
869
141.8
669
`103.0
869
134.0
660
92.7
869
129.8
654
77.3
869
126.8
652
68.2
869
128.8
652
57.9
869
128.8
652
60 in
143.2
748
153.8
634
119,4
746
132,3
620
102.3
746
117.6
608
89.5
748
107.8
599
79.6
746
101.0
592
71.6
746
06.6
587
59.7
746
93.3
583
51.2
746
93.3
563
44.6
746
93.3
583
63 in
123,7
877
132.0
579
103,1
677
113.2
566
68.4
677
100.4
555
77.3
1 677
91.4
546
68.7
677
85.2
539
61.9
677
81.0
534
51.6
677
77.0
529
44.2
677
76.7
529
38.7
677
76.7
529
.0
66 in
107.8
617
114.1
530
89.7
617
97.6
519
76.9
617
88.3
509
67.3
617
78.3
500
59.6
617
72.6
494
53.6
617
68.7
489
44.8
617
64.4
483
38.4
617
83.7
462
33.8
817
B3_T
482
C
72 In
62.9
518
87.1
450
69.1
6118
74.2
440
59.2
518
65.2
432
51.8
518
58.8
425
40.1
518
54.2
419
41.4
518
50.7
414
34.5
516
46.6
408
29.6
518
45.0
405
25.9
518
45.0
405
'4
76 In
70.5
465
73.7
406
58.7
465
62.6
398
50.3
465
54.9
390
44.1
465
49.4
384
39.2
465
45.3
378
35.2
465
42.2
374
29.4
465
38.3
387
25.2
465
36.5
364
22.0
465
38.2
363
L
76 In
65.2
441
68.0
387
54.3
441
57.7
379
1 48.6
441
50.6
372
40.8
441
45.4
366
36.2
441
41.6
380
32.6
441
36.7
356
27.2
441
34.9
349
23.3
441
33.t
346
20.4
441
32.7
345
90 in
42.4
332
43.8
295
35.4
332
37.0
289
30.3
332
32.3
284
28.5
332
28.8
280
23.6
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
266
15.2
332
19.6
262
13.3
332
18.7
260
96 in
35.0
291
35.9
260
29.1
291
30.3
256
25.0
291
26.4
252
21.9
291
23.5
248
19.4
291
21.3
244
17.5
291
19.5
241
14.6
291
17.1
236
12.5
291
15.6
232
108 in
24.6
230
25.1
208
20.5
230
21.1
205
17.5
230
16.3
201
15.4
230
16.2
198
111 in
22.8
218
23.1
197
18.9
218
19.4
194
16.2
216
16.8
19l
14.1
216
14.9
188
120 in
17.9
187
18 2
170
14.8
187
15.3
1 167
TABLE 9B
FIGURE 1:
FIGURE 2.
FIGURE 3:
ANGLE
• • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• 0
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP..) X ( ANCHOR CAP., ANCHOR CAP.�o
`MULLION CAP.,., -
USE THIS FORMULA TO OBTAIN TME "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 -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 ,3 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
-1.250"
3.250"
.100"
1.25"X 3.25" X .100"
MULLION
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rLw4)Lc'r REVISED
as complying with tho Florida
Building Codc
Acceptance M 16"C]2)2� " 035
I?xpirutton Dale 102
By
}+fiat Dads Product Contig
NO. 58705
s j',
A- LfNN MILLPI'�, P. E.
FL P.E.# 58705
'W'^
V!
W
W
[n
0
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J
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Z
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Anchor Capacity Table (Ibs)
Substrate:
2.7k Concrete
3.% Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3118' Elco Uttracon
114" Elco Ultracon
5116" Elco
Uitracon
3116" Elco Ullrecon
114" Elco Ultracon
114" 5S Elco 506" Elco
AggreGator Ullrecon
114" SS Elco
AggreGator
#10 $feel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1' 2-112' 1" 2-1/2" 31VS" 1" 2-172" 1" 2.112' 2" 3-118" 2" 0.48" 0.54"
0.324"
Embedment (in):
1-3/4"
11-314"
1-3/4'
114"
2'
1.1/4"
1-114"
1-114"
1-114"
1-114"
1-V4'
2'
1-318"
1-318"
series
2 Anchors @ 4.75" Min. O.C. 1 Slandard or Offset Clip (Fig. 1):
390 Ibs
390 lbs
450 lbs
890 lbs
1644 Ibs
270 Ibs
280 Ibs
354 ibs
740 lbs
374 Ibs 1
664 lbs
946 Ibs
1 341 Ibs
442 Ibs
580 Ibs
4 Anchors @ 1.15' Min. O.C. I Standard (or Offset) Clip (Fig. 2).
480 Ibs
700 lbs
NIA
N/A
NIA
NIA
380 Ibs
NIA
NIA
NIA
NIA
WA
682 Ibs
$85 lbs
1120 IN
4 Anchors @ 3" Min. O.C. I (2) 2x5 Angle Clips I (Flg. 3):
780 Ibs
780 lbs
080 lbs
1560 lbs
1896 Ibs
540 Ibs
560 lbs
WA
760 lbs
746 Ibs
860 Ibs
1892 Ibs
682 Ibs
805 Ibs
1120 Ibs
3 Anchors @ 0.54" Min. O.C. / U -Clip, into .100" Alum. (Fig. 4):
NIA
N/A
NIA
NIA
NIA
NIA
WA
NIA
NIA
NIA
NIA
NIA
NIA
WA
950 lbs
1 Anchor / F -Clip (Fig. 5):
195 ft
195 lbs
225 Ibs
445 Ibs
822 Ibs
135 Ips
140 lbs
177 lbs
370 Ibs
187 Ibs
332 flu
473 Ibs
170 lbs
221 Ibs
280 Ibs
2 Anchors @ 1.15" Min. O.0 I F -Clip (Fig. 8);
240 lbs
350 Ibs
WA
NIA
NIA
NIA
100 lbs
NIA
NIA
NIA
NIA
WA
341 Ibs
442 lbs
560 lbs
FIGURE 1:
FIGURE 2.
FIGURE 3:
ANGLE
• • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• 0
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP..) X ( ANCHOR CAP., ANCHOR CAP.�o
`MULLION CAP.,., -
USE THIS FORMULA TO OBTAIN TME "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 -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 ,3 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
-1.250"
3.250"
.100"
1.25"X 3.25" X .100"
MULLION
Z) -) � r
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MO ao
rLw4)Lc'r REVISED
as complying with tho Florida
Building Codc
Acceptance M 16"C]2)2� " 035
I?xpirutton Dale 102
By
}+fiat Dads Product Contig
NO. 58705
s j',
A- LfNN MILLPI'�, P. E.
FL P.E.# 58705
'W'^
V!
W
W
[n
0
Cn
J
W
Z
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O
TABLE 10A
TABLE10B
01ilm
AnchorCepacity Table (lbs)
W
_j
Substrate:
2.7kCom rele
Mullion Capacity Table QbsMe)
3.5kGonc.
HdlowCMU
2
FI11edCMU
PT Wood
Metal
Anchor Type.
AnchorCllp Pattems
3(16' Elco UMracm
114" Eko Ullracon
&1a; Elco
Ultracon
3116" Elco UBracon
114" Eko Unracon
114" SS Elco 5(16' Elco
AggreGator Ullracon
114' SS Elco
AggreGator
#10 Steel #12 Steel
Screw (G6) Screw (G5)
#12 Steel
Screw (G5)
Edge Uslance (In)
Embedment Onj
1"
1 4-
2-1127
1-r4"
1"
1-74'
2-117
1.314'
3-118"
2"
1
1-114"
2-112'
1414°
1"
1-114'
Opening Width(for verlimily-spenningmdlions)orOpening Height(lbrhonzontally-spantyng millions)
21
1-114'
3-118"
1-114"
2'
2
0.48'
1-="
0.54'
1-318"
0.324"
varles
2 Anchors ® 470 Mln, O -C. 1 Standard or 01set Clip (Figs 1)
390 lbs
390 Its
450 lbs
190 lbs
1 1644 lbs
270 b
50 in
354 lbs
740 its
60 in
664 lbs
946 lbs 1
70 in
442 1 bs-I
560
80 in
480 Its
700 lis
90 in
WA
NIA
100 in
380 lbs
NIA
120 in
NIA
WA
140 in
632 lbs
695 lbs
160 in
4 Anchors Q 3- fdln. O -C.1(2) 26 Angle Cllps / (Fig 3)
12b x 32b
Rectangular
Traprrriang-
Rectangular
Trap/rriang-
Rectangular
Trapffriang
Reclanguiar
TreplTrieng.
Rectangular
Trapfrriang.
Rectangular
TrapRtian e-
Rectangular
�
Tre nan
pR- 9
Rectangular
9u
Tra nan
NT a
Rectangular
n9
Tra nen
pR � 9 -
x.624
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1 Anchor! F -Clip (Fig 4
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LoacGng
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Alum.
Tuba
1871bs
332 lbs
uU
170lbs
221 lbs
260 lbs
2 Anchors Q 1.15' Min, 0_W F-Cilp (Fig 61
240 lbs
350 lbs
NIA
WA
NIA
NIA
190 lbs
NIA
WA
NIA
WA
WA
341 lbs
442 IDS
560 lbs
MUIIl4t1
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42 in
170,0
620
170.0
435
170.0
744
170,9
478
110.0
868
170.0
506
170 0
992
170,0
519
170.0
1116
170.0
521
170-0
1240
170.0
521
170.0
1486
110.0
521
170-0
1735
170 0
521
170.0
1963
170.0
521
48 in
170.0
708
170.0
524
170-0
850
170.0
584
170.0
992
170-0
630
170.0
1133
170.0
661
170-0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
660
169.7
1979
1700
680
148.5
1979
170.0
680
50.625 in
170.0
747
170.0
563
170.0
096
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170,0
756
170.0
1793
170-0
756
1525
1877
170,0
756
133.5
1877
170.0
756
54 in
170.0
791
170.0
612
170.0
956
170.0
691
170,0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
637
570-0
1594
170.0
856
156_-0
1759
170-0
861
134.1
1759
170.0
861
117-3
1759
170.0
661
60 in
170.0
685
170.0
701
170-0
1063
170.0
797
170.0
1240
170-0
878
170.0
1411
170-0
944
161-1
1511
170.0
996
145.0
1511
170.0
1033
120.8
4511
170.0
1063
103.6
1511
1700
1063
90.6
i511
170.0
1063
63 in
170.0
930
170.0
745
170,0
1116
170.0t850170_0
1302
110.0
940
1566
1370
170.0
1015
139,2
1370
170.0
1076
125.3
1370
1640
1082
104.4
1370
155.9
1072
89.5
1370
155.3
1070
78-3
1370
155.3
1070
66 in
170,0
914
170.0
789
170.0
1169
170.0
1246
170.0
1002
1362
5248
158.6
1013
121A
1248
147-1
1000
108-9
5248
139.0
989
90.8
1248
130.4
978
778
1248
129.0
975
68-1
1248
129.0
975
72 in
1fi7-8
t4d9
170.0
878
139-9
1049
150.2
1049
132-1815
1049
1049
119,1
860
93-2
1049
109.7
848
83.9
1049
102.7
836
69.9
1049
94.3
825
59.9
1049
91.2
620
52.4
1049
91-1
820
76 in
142.7
941
149.1
022
118.9
941
126.8
941
111-2
79t
89.2
941
100.0
777
79-3
941
91.7
766
71,4
941
85-5
757
59.5
941
77-6
744
51.0
941
74.0
737
44.6
941
73.3
736
a
78 in
132.0
894
137.6
763
110.0
894
116.9
767
94.3
894
142.4
753
82.5
894
91-9
740
73.3
894
84.1
730
66.0
894
78.3
721
55_0
894
70.7
707
47.1
894
67.0
701
41.3
894
66.1
696
90 in
65.9
611
88.7
596
71.6
671
74,9
585
61A
671
65.3
575
53.7
671
58.2
566
47-7
671
52.9
558
43.0
671
48.6
551
35-0
671
43.5
539
30.7
671
39.7
531
26.9
671
37.9
526
96 in
70.6
590
72.8
527
59,0
590
61.4
518
54.6
590
53-4
509
44.3
590
47-5
502
39.3
590
43.0
494
35,4
590
39.6
488
29.5
1 590
34-7
477
25.3 1
590
31.6
469
1 22.1
590
29.8
464
108 in
49-7
466
50.8 1
421
41.4
466
428
414
35.5
466
37-5
408
31.1
466
32,9
402
27.6
466
29.7
396
24.9
466
27.1
391
20.7
1 466
23.5
382
it -B
456
21,2
375
15.5
466
19.6
376
111 in
45.8
441
46.7
400
38-2
441
39.3
393
32-7
441
34.1
387
28.6
441
30.2
382
25.4
441
27.2
376
22.9
441
24,9
372
19.1
441
21.5
363
16.4
441
19.3
356
14.3
441
17.8
351
124 in
36.3
378
36.9
344
30,2
378
31.0
339
25.9
376
2fi-B
334
22.7
376
23.7
29
3291
20.1
376
21.3
325
18,1
376
19.5
321
15.1
378
16.7
314
144 in
2i-0
262
21 2
242
17-6---262
17.8
1 239
15.0
2fi2
15.3
236
TABLE10B
FIGURE 1:
FIGURE 2:
01ilm
AnchorCepacity Table (lbs)
W
_j
Substrate:
2.7kCom rele
W
3.5kGonc.
HdlowCMU
2
FI11edCMU
PT Wood
Metal
Anchor Type.
AnchorCllp Pattems
3(16' Elco UMracm
114" Eko Ullracon
&1a; Elco
Ultracon
3116" Elco UBracon
114" Eko Unracon
114" SS Elco 5(16' Elco
AggreGator Ullracon
114' SS Elco
AggreGator
#10 Steel #12 Steel
Screw (G6) Screw (G5)
#12 Steel
Screw (G5)
Edge Uslance (In)
Embedment Onj
1"
1 4-
2-1127
1-r4"
1"
1-74'
2-117
1.314'
3-118"
2"
1
1-114"
2-112'
1414°
1"
1-114'
2-112'
1-114"
21
1-114'
3-118"
1-114"
2'
2
0.48'
1-="
0.54'
1-318"
0.324"
varles
2 Anchors ® 470 Mln, O -C. 1 Standard or 01set Clip (Figs 1)
390 lbs
390 Its
450 lbs
190 lbs
1 1644 lbs
270 b
280 lbs
354 lbs
740 its
374 Ibs
664 lbs
946 lbs 1
341 lbs
442 1 bs-I
560
4 Anchars Q 1.15" Min. 0_C. 1 Standard (or Orfsel) Clip (Fig. 4
480 Its
700 lis
NIA
WA
NIA
NIA
380 lbs
NIA
WA
NIA
WA
WA
632 lbs
695 lbs
1120 las
4 Anchors Q 3- fdln. O -C.1(2) 26 Angle Cllps / (Fig 3)
760 lbs
780 lbs
680 lbs
16W lbs
1096 lbs
540 lbs
560 lbs
NIA
7601bs
748 lbs
880 lbs
1892 lbs
68211)s
885 lbs
1120 lbs
3Anchors Q 0.54' Min. O.C. I U -Clip, Into .100" Alum. (Fig 4)
NIA
WA
NIA
WA
NIA
NIA
WA
N/A
WA
NIA
WA
WA
NIA
WA
950 lbs
1 Anchor! F -Clip (Fig 4
195 lbs
105 lbs
225 Has
445 lbs
822 lbs
135 lbs
140 lbs
177 lbs
3701bS
1871bs
332 lbs
473 lbs
170lbs
221 lbs
260 lbs
2 Anchors Q 1.15' Min, 0_W F-Cilp (Fig 61
240 lbs
350 lbs
NIA
WA
NIA
NIA
190 lbs
NIA
WA
NIA
WA
WA
341 lbs
442 IDS
560 lbs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
. • • ! CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,_)X / ANCHOR CAP.,,,,„ -,E) =ANCHOR CAP.,,,
(MULLION CAP.,., -,F
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.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125- THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
##10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25" X 3.25" X .624"
MULLION
z
O
01ilm
H
FIGURE 3:
ANGLE
. • • ! CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,_)X / ANCHOR CAP.,,,,„ -,E) =ANCHOR CAP.,,,
(MULLION CAP.,., -,F
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.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125- THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
##10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25" X 3.25" X .624"
MULLION
z
O
H
W
_j
W
0
2
W
0
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n.s corn plying with the 1:3061%
Buildbig Code
Acceptanco M
Expiration Dale �QIdZ
By
Miam- Dade Product
,�11i11111l1lr,
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A. LYHNIIviILL�R, P.E.
FL P.E.# 58705
TABLE 11 A
TABLE 11 B
N,
4Eli
I
AnchorCapaclty Table (Ibs)
w
O
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LL
c4
Q
m
(V
p
Substrate:
X
2.7KOumrete
Mullion Capacity Table (Ibsfle)
3.5kConc.
�
Hollow CMU
mp
2T.
Filled CMU
PT Wood
Metal
AnchorCll Patteme AntlKrType.
P
3116 ElcoUniacm
1!4'EkoUllracon
�^
3116 EItOUttiaton
114"EfcxaUllraton
114" SS Eko 5'16' E6co
AggreCaior Vttracon
114" SS Elco
AggreGatxY
#10 Steil
Screw (t;;5)
#12 Steel
Strex (G5)
#12 Steel
Screw (G5)
Edge Dlslante (1n)
Embednent n?
1'
I-aw
2-112"
1314'
1"
1314"
2-112"
1314"
3-118"
2"
1"
1-114"
2-U2"
1-114°
Opening Width (forverlicaltyspanning mUlions) orOpening Height (for horizontally -spanning millions)
2-112'
1-114°
7
1-114°
3.118"
1-114"
2
2"
0.48"
1-3x8"
0.54'
1318"
0.324"
vanes
2 Anchors @ 4.75" MirL O.C. 7 Standard or Offset Clip (Fig. 1)
390 lbs
390 lbs
450 lbs
890 lbs
1644 lbs
50 in
28010s
354 Ibs
60 in
374 lbs
664 lbs
70 in
341 IDs
442 Its
80
in
480 lbs
700 Its
90 in
WA
NIA
100 in
380 M
NIA
120 in
1`41A
WA
140 in
682 rbs
885 lbs
160 in
4 Anc hors ®3" Mln O.C. 1 (2) 2x5 Angle Cllps ! (FlI} 3j
125
x 324
Rectangular
TreplTrieng.
Rectangular
540lbs
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748 lbs
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Rectangular
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Alum. Tube
473 ft
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170.0
620 1
170.0 1
435
170.0
744
170.0
478
170.0
668
170.0
506
170.0
992
170.0
519
t70.0
1115
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
48 in
170.0
708
170.0
524
170.0
650
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170 0
1983
170.0
680
110.0
2267
170.0
680
50.625 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.4
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
1700
756
170.0
1793
170.0
756
170.0
2092
170.0
756
170.4
2391
170.0
756
64 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1115
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
174.0
856
170.0
1913
170.0
861
170.0
2231
1700
661
160.2
2403
170.0
661
60 in
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
078
170.0
1417
170.0
944
170.0
1594
170.4
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
146.3
2163
170.0
1063
129.8
2153
170.0
1063
63 in
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
170.0
1488
110.0
1015
170.0
1673
170.0
1076
170.0
5659
170.0
1122
156.9
2060
170.0
1169
134 5
2060
170.0
1171
117.7
2060
170.0
1171
m
66 in
170.0
974
%70.0
759
170.0
1169
174.0
903
170.0
1364
170.0
1002
170.0
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170.0
1210
143 0
1965
170.0
1275
422.6
1966
170.4
c
1286
107.2
1966
170.0
i286
m
J
72 in
170.0
1063
170.0
878
170 0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1100
170.0
1228
154.1
1734
170.0
1315
138.7
1734
169.8
1366
115.6
1734
155.9
136-0
99.1
5734
150.4
1352
86.7
1734
150.2
1352
o
76 in
170.0
1122
170.0
937
170.0
1346
170.4
1460
168.5
1556
170.4
1209
147.4
1556
165.2
1285
131.1
1556
1515
1266
117.9
1555
141.3
1251
983
1556
128.3
1229
64.2
1555
122.3
12119
73.7
1556
121.2
1216
a
70 in
170.0
1151
170.0
967
170.0
1381
114.0
1116
155.9
1477
169.3
1245
136.-0
1477
152.0
1224
121.2
1477
139.1
1206
149.1
1477
129.5
1191
90.9
1477
116.9
1169
77.9
1477
110.8
1158
68.2
1477
109.3
1154
90 in
142.0
1110
146.5
9B6
118A
11 t0
123.9
968
141.5
1110
107.9
951
88.8
1110
96.3
936
78.9
1510
67.5
922
71.0
1110
80.7
910
592
1110
71.3
891
50.7
1110
65.6
870
44.4
1110
62.7
870
96 in
117.0
975
975
141.5
056
83.6
975
88.3
642
732
975
78.5
B29
65.0
975
71.2
817
58.5
975
65.4
007
48.8
975
57.4
789
41.8
975
52.3
776
36.6
975
49.3
767
108 in
82.2
771
771
70.7
685
58.7
771
61.3
674
51.4
771
54.3
654
45.7
771
49.0
655
41.1
771
44.9
647
34.3
771
30.9
632
29.4
771
35.0
621
25.7
771
32.4
612
111 in
75.7
734
M5594
1
730
65.0
650
64.1
730
56.3
640
47.3
730
49.9
631
42.1
730
45.0
622
37.9
730
41.1
614
31.5
730
35.6
600
27.0
730
31.9
589
23.7
734
29.5
581
120 in
59.9
624
624
51.2
560
42.8
624
44.3
552
37.5
624
39.2
544
33.3
624
35.3
537
300
624
32Z
531
250
624
14d in
34.7
433
433
29.4
395
24.0
433
25.4
390
21.7
433
22.4
385
19.3
433
24.0
381
17.3
433
1$ 2
376
TABLE 11 B
FIGURE 1:
0 40
FIGURE 2:
FIGURE 3:
ANGLE
• • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP{, ) X \ ANCHOR CAP,,.) ANCHOR CAP...
MULLION CAP. 1 -11 -
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 i 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-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, 18-8 S.S. OR 410 S.S.
1.25" X 3.94'X.624"
MULLION
1"
N,
4Eli
I
AnchorCapaclty Table (Ibs)
w
O
_r
LL
c4
Q
m
(V
p
Substrate:
X
2.7KOumrete
3.5kConc.
�
Hollow CMU
mp
2T.
Filled CMU
PT Wood
Metal
AnchorCll Patteme AntlKrType.
P
3116 ElcoUniacm
1!4'EkoUllracon
5116' Elco
Macon
3116 EItOUttiaton
114"EfcxaUllraton
114" SS Eko 5'16' E6co
AggreCaior Vttracon
114" SS Elco
AggreGatxY
#10 Steil
Screw (t;;5)
#12 Steel
Strex (G5)
#12 Steel
Screw (G5)
Edge Dlslante (1n)
Embednent n?
1'
I-aw
2-112"
1314'
1"
1314"
2-112"
1314"
3-118"
2"
1"
1-114"
2-U2"
1-114°
1"
1-114"
2-112'
1-114°
7
1-114°
3.118"
1-114"
2
2"
0.48"
1-3x8"
0.54'
1318"
0.324"
vanes
2 Anchors @ 4.75" MirL O.C. 7 Standard or Offset Clip (Fig. 1)
390 lbs
390 lbs
450 lbs
890 lbs
1644 lbs
270 lbs
28010s
354 Ibs
7401ts
374 lbs
664 lbs
1 946 Its
341 IDs
442 Its
568 lbs
4 Anchors Q 1.15" Min O.C. I Slandard (Or Offset) Ckp (F19 2}
480 lbs
700 Its
NIA
WA
NIA
1`41A
380 M
NIA
WA
1`41A
WA
WA
682 rbs
885 lbs
11201
4 Anc hors ®3" Mln O.C. 1 (2) 2x5 Angle Cllps ! (FlI} 3j
7801bs
780 lbs
660 lbs
15W lbs
I SW lbs
540lbs
560 Ibs
NIA
760 lbs
748 lbs
880 lbs
1892 The
682146
8B5 IDs
1120106
4 Anchors Q 0.54" MIn. O -C. I U -Clip, into .100x' Alum. (Fig 41
NIA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
NIA
WA
1267 tbs
1 Archon F-Glip (fig 51
195 lbs
1951bs
226 lbs
445 lbs
822 lbs
135 lbs
140 lbs
1T7lbs
370 lbs
18711)s
332 lbs
473 ft
170 lbs
221 lbs
280 lbs
2 Anthors 1.15" Min O.CI F-CNp (Flg 6�
240 lbs
350 @s
NIA
WA
NIA
NIA
190 Ibs
NIA
WA
NIA
WA
WA
34111)s
442 lbs
560 IDs
FIGURE 1:
0 40
FIGURE 2:
FIGURE 3:
ANGLE
• • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP{, ) X \ ANCHOR CAP,,.) ANCHOR CAP...
MULLION CAP. 1 -11 -
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 i 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-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, 18-8 S.S. OR 410 S.S.
1.25" X 3.94'X.624"
MULLION
1"
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PRODUCT REVIS£sD
as complying with the F'lbriit
Building Code
Accemauce No L%'O2 ti$• 0'3
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13y
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A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE12A
TABLE12B
AnchorCapaclty Table (ibis)
Substrale
Mullion Capacity Table Ibstfe
2-7kConcrete
3.5k0XK.
HdlowCMU
FllledCMU
PTWOW
metal
AnchorCllp Patterns
Arxtior Type:
3`16° Eko Uitra[m
1/4'Elco Ultracon
5116" Elco
Ultracon
3x16" Elco UI[raCrn
S14' EkoUll2con
114" SS Eko 5116" Eko
AggreGator Ultracon
114" SS Elco
AggreGala
#10 Sted 1112 Steel
Screw (G5) Strew (G5)
02 Steel
Screw (G5)
Edge Distance onn
1"
2-112"
1"
Opening Width (for vertically -spanning
millions) or Opening Height
(for horizontally -spanning milions)
2-117
1'
2-11Z
2'
3.1IB"
2'
0.48'
0-54"
0.324'
Embacknent (ln�
1314"
501n
1314"
13r4'
60 in
1-114"
1-114'
70
In
1.114'
1.114"
60 In
13'6"
1S'8"
90 In
2 Anchors ® 4.75' Mtn O.C. 1 Stardard or Offset Clip (Fig. 1&2}
39D lbs
100 In
4501bs
890 lbs
1201n
2701bs
280
140 In
7401bs
374 Ibs
160 in
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Trap(TrIang.
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TraplTrlang.
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Trapl'Mang.
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TroplTrleng.
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2844 Ibs
42 In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
888
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170,0
1735
170.0
521
170.0
1983
170.0
521
WA
48 In
170.0
708
170.0
524
170.0
850
170.0
564
170.0
992
170,0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170,0
680
170,0
1700
170.0
680
170.0
1983
170.0
660
170.0
2267
170.0
680
60,625 In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170,0
684
170.0
1195
170,0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
758
170,0
2092
170.0
758
170.0
2391
170.0
756
54 in
170.0
797
170.0
812
170.0
958
170.0
691
170.0
1116
170.0
754
170.0
1275
176.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
861
170.0
2550
170.0
861
601n
170,0
865
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170,0
944
170.0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
2479
170.0
1053
160.8
2680
170.0
1083
631n
170.0
930
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
176.0
1468
170,0
1015
170.0
1673
170.0
1076
170.0
1859
170.0
1122
170.0
2231
170.0
1169
166.7
2553
170.0
1171
145.9
2553
170.0
1171
ra
66 in
176.0
974
170.0
789
170.0
1169
1170.0
903
170.0
1384
170.0
1002
170.0
1558
170.0
1086
170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
2338
170.0
1275
151,9
2437
170.0
1286
132.9
2437
170.0
1288
C
72 in
170.0
1063
176.0
878
176.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1367
145.8
2184
170.0
14W
124.8
21M
170.0
1529
109,2
2184
170.0
1530
76 in
170.0
1122
170.0
937
170.0
1346
170,0
1080
170-0
1570
170,0
1209
170.0
1794
170,0
1322
165.1
19W
170.0
1421
148.0
1960
170.0
1505
123.8
19W
161.6
1548
106.1
1960
154.0
1535
92.9
IDW
152.7
1531
78 in
170.0
1151
170.0
967
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1842
170.0
1369
152.7
1881
170.0
1474
137.4
1661
163.1
1500
114.5
1861
147.3
1473
98.2
1861
139.6
1459
85.9
1681
137.6
1454
901n
170.0
1328
170.0
li44
149.1
1398
156.6
1219
127.8
1398
136.0
1198
111.8
1398r121.3
1179
99.4
1398
110.2
1162
89.5
1398
161.8
1147
74.5
1398
89.8
1121
63,9
1398
82.7
1105
55.9
1398
78.9
1096
961n
147.4
1229
151.5
1098
1121.9
1229
127.8
1079
105.3
1229
111.2
1061
92.
1229
1044
81,9
1229
89.6
1029
73.7
1229
82.4
1016
61.4
1229
72.2
993
52.7
1229
65.9
977
46.1
1229
62.1
067
1081n
103.5
971
105.8
877
88.3
971
88.0
862
74.0
971
77.2
649
647
971
837
57.5
971
61.8
825
51.6
971
56.5
815
43.1
971
49.0
796
37.0
971
44.0
782
32.4
971
40.B
771
ii1 In
95.4
919
97.3
832
79.5
919
81.9
819
68.1
919
70.9
806
59.
919
.
794
53.0
919
56.7
784
47.7
919
51.8
774
39.7
919
44.8
756
34.1
919
40.2
742
29.8
919
37.1
732
1201n
75.5
766
76.8
716
62.9
786
64.5
705
53.9
786
55.8
695
47.2
786
49.4
686
41.9
786
44.4
677
37.7
786
40.5
888
31,5
786
34.9
653
27.6
768
31.0
641
23.6
786
28.4
631
144 in
43.7
546
44.2
504
38-4
548
37.0
498
31.2
546
31.9
491
27.3
546
28.2
485
24.3
546
25-3
479
21.8
546
22.9
474
18.2 1
'548
19.5
484
1 15.6
548
17.2
455
13.7
548
15,5
448
TABLE12B
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,_ ) X \ ANCHOR CAP
fT„ ) ^ ANCHOR CAP., ,,
\MULLION
CAP.F-T„
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.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
C.,I) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000"
• • • 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.
"
250 4.000"
• • • • • • • • 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 7: FIGURE 8, FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
• • (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE --TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
• MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OFA 25' THICK. STEEL STUDS TO BEA MINIMUM (GRADE 33 AND .045" THICK (18 2'X 4" X.25" MULLION
IN PAIRS. 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 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S -S,
�X
Qa
ca
X Y
NZ O
PRODUCT REVISED
us complying with dw Fltrrih
13uiidbig Cede
AccaP tante- W 11'rP-O'Z 19r0 j
Expinali n Date
fly
Mia. Dade Product Con
.`1111411111 11/
s
a
a
W W
r
O
too 70,5
s ca E 0 F
(-UR4U'
,0 `.
A. LYP Uki1.LER, P.E.
FL P.E.## 58705
AnchorCapaclty Table (ibis)
Substrale
2-7kConcrete
3.5k0XK.
HdlowCMU
FllledCMU
PTWOW
metal
AnchorCllp Patterns
Arxtior Type:
3`16° Eko Uitra[m
1/4'Elco Ultracon
5116" Elco
Ultracon
3x16" Elco UI[raCrn
S14' EkoUll2con
114" SS Eko 5116" Eko
AggreGator Ultracon
114" SS Elco
AggreGala
#10 Sted 1112 Steel
Screw (G5) Strew (G5)
02 Steel
Screw (G5)
Edge Distance onn
1"
2-112"
1"
2-112'
3-118"
1"
2-117
1'
2-11Z
2'
3.1IB"
2'
0.48'
0-54"
0.324'
Embacknent (ln�
1314"
1314"
1314"
13r4'
2-
1-114"
1-114'
1.114"
1-114"
1.114'
1.114"
2'
13'6"
1S'8"
varies
2 Anchors ® 4.75' Mtn O.C. 1 Stardard or Offset Clip (Fig. 1&2}
39D lbs
390 lbs
4501bs
890 lbs
1644 lbs
2701bs
280
354 lbs
7401bs
374 Ibs
664 Ibs
g461)s
341 lbs
4421bs
§Wfit s
4 Anchors ® 2.68" Mtn O.0 1 Standard (or Offset) Clip pg. 3?
740 tbs
740 lbs
630 lbs
1485 Its
1424 lbs
NIA
560 Iba
NIA
695 lbs
NIA
800 lbs
WA
(382 IDs
605 lbs
1120 lbs
6Anchors {@1.71"MiRO.C./Slandard(or Met) Clip pg4�
6851bs
C0501
758 lbs
1946 lbs
N!A
NIA
7051bs
NIA
7991bs
NIA
WA
WA
10221bs
1327106
16801bs
4 Arc hors ® T MIn. O.C. 1 (2) 215 Angle Cups 1 (Fl g. 5)
700 Ibs
76nbs
680 lbs
15W 14s
1806 Ibs
0lb5s
560 Ibs
NIA
760 lbs
748 lbs
800 lbs
1092 Ibs
682 lbs
B85lbs
1120 Ibs
6Arlchors ® 3" Min. O.C. 1 (2) 215 Angle CIO 1 pg. 6}
11701116
1170 lbs
1020 lbs
2340 Ito
2844 Ibs
81 bs
840106
NIA
1140 lbs
1122 lbs
1320 lbs
283$ lbs
10221bs
1327 Ibs
1660 lbs
3Anthors ® 1.34" Min. O.C. I U -Clip, Into A25" Alum- (Fig_ 7r
H
WA
NIA
WA
111A
NIA
WA
NIA
WA
NIA
WA
WA
NIA
WA
073 1
6Anchors@ 0.64° Mtn O -C. / U-ClIp, Into ,125" Alum- (Fig 8k
NIA
WA
NIA
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
NIA
WA
2t lbs
2 Anchors @ 268" M1 n- 0 -CJ F -Clip (Fig 9y
370 lbs
370 Ibs
315 IDs
743 It)s
712 Ibs
NIA
280 Its
NIA
348 lbs
141A
440 Its
IUA
341 Ibs
442 I
wo 1136
3Anchors @1.71- Min- O.C.1F-Clip(N.10x
443 lbs
525 lbs
379 lbs
073 lbs
NIA
NIA
3531bs
NIA
W91bs
NIA
WA
NIA
511 lbs
GCA lbs
840106
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,_ ) X \ ANCHOR CAP
fT„ ) ^ ANCHOR CAP., ,,
\MULLION
CAP.F-T„
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.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
C.,I) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000"
• • • 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.
"
250 4.000"
• • • • • • • • 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 7: FIGURE 8, FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
• • (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE --TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
• MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OFA 25' THICK. STEEL STUDS TO BEA MINIMUM (GRADE 33 AND .045" THICK (18 2'X 4" X.25" MULLION
IN PAIRS. 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 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S -S,
�X
Qa
ca
X Y
NZ O
PRODUCT REVISED
us complying with dw Fltrrih
13uiidbig Cede
AccaP tante- W 11'rP-O'Z 19r0 j
Expinali n Date
fly
Mia. Dade Product Con
.`1111411111 11/
s
a
a
W W
r
O
too 70,5
s ca E 0 F
(-UR4U'
,0 `.
A. LYP Uki1.LER, P.E.
FL P.E.## 58705
TABLE 13A
TABLE13B
#
Anchor Ca Ity
Table Ibs
4
C:)
0
Rx
W
w
LL
Mullion Capactty
Table IbsM2
2.7k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116" Elco Ullracon
114" Elco Ultracon
5/16' Elco
Ullraeon
3116" Elco UI(raeon
1/4" Elco Ultracon
114" SS Elco 5116" Etco
AggreGslor Ultracon
114" SS Elco
AggreGator
410 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1" 2-112" 1" 2-112" 3-118" 1" 2-112" 1" 2.112" 2" 3-1 W1 2" 0.48- 0.54"
0.324"
LU
110
Embedment (in):
1-314'
1.314"
Opening Width
(forv"caly-sparring millions) or Opening Height
(for horizontally -sparring
millions)
1-114"
1-114'
t-114"
1-114'
1-114"
2"
1-318"
1-318"
varies
2 Anchors ® 4.75" MIn_ O.C. 1 Standard or Offset Clip (Fig. 1S2):
2 x 6 x.215
50 In
Rectangular TraplTriang.
Loading Loading
60 In
Rectangular Trap/Triang.
Loading Loading
70 In
Rectangular TraprMang.
Loading Loading
60 in
Rectangular TraplTrlang.
Loading Loading
90 In
Rectangular 7}ap/Tdang,
Lowing Loading
100 in
RaclaNufar TraplTdarlg.
Loading Loading
120 In
Rectangular TraplTrlang.
Loading Loading
140 In
Rectangular Trap/Tdang.
Loading Loading
160 in
Rectangular Troprrdeng.
Loading Loading
Alum. Tube
Mullion
U
a
U
cry
x _
u
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U G
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C
4 Anchors @ 3" Min_ O.C. / (2) 2x5 Angie Clips I (Fig. 5):
42 In
170.0
620
`170.0
435
170.0
744
170.0
478
170.0
688
170.0
508
170.0
892
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
5488
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
WA
48 In
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
170.0
1983
170.0
880
170.0
2267
170.0
680
WA
50.625 In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1048
170.0
664
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
170.0
756
170.0
2391
`170.0
756
541.
170.0
797
170.0
612
170.0
958
570.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
658
170.0
1913
170.0
681
170.0
2231
170.0
1361
170.0
2550
170.0
661
601n
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170,0 1
876
170.0
1417
170.0
944
170.0
5594
170.0
9%
170.0
1771
170.0
1033
170.0
2125
170.0
1083
170,0
2479
170.0
1063
170,0
2833
170.0
1063
831n
170.0
930
170.0
745
170.0
1116
174.0
850
174.0
1302
174.0
940
170.0
1488
170.0
1015
170.0
1873
170.0
5476
114.D
1859
170.0
1122
170.4
2231
570.0
1169
170.0
2803
170.0
1171
170.0
2975
170,0
1171
66 In
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1384
170.0
1002
170.0
1558
170.0
1088
170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
2338
170.0
1275
170.0
2727
170.0
1268
170,0
3117
170.0
1288
72 in
170.0
1063
170.0
876
170.0
1275
170.0
1009
170.0
1466
170.0
1126
170.0
1700
570.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
170.0
2550
170.0
1468
170,0
2975
570.0
1529
170.0
3400
170.0
1530
'j
76 in
170.0
1122
170.0
037
170.0
1346
170.0
1080
170.0
1570
170.0
1209
170.0
1794
170.0
1322
170.0
2019
1 170.0
1421
170.0
2243
170.0
1505
170.0
2692
170.0
1628
170.0
3140
170.0
1694
170.0
3589
170,0
1705
761n
170.0
1151
170.0
067
170.0
1381
170.0
1118
170.0
1611
170.0
1250
170.0
1642
170,0
1369
170.0
2072
1 570.0
1474
170.0
2302
170.0
1584
170.0
2783
170.0
1700
170.0
3223
170.0
1777
170.0
3883
170.0
1796
90 in
170.0
1328
170.0
1544
170.0
1594
170.0
1328
170.0
1859
570.0
1498
170,0
2125
170.0
1853
170.0
2391
170.0
1793
170.0
26W
170.0
1918
170.0 j
3186
170.0
2125
156.0
3453
170.0
2273
138.5
3413
170.0
2381
WIn
170.0
1417
570.0
5232
170.0
1700
170.0
1434
1 170.0
1983
1 170.0
1622
170.0
2267
170.0
1794
170.0
2550
170.0
1952
170.0
2833
170.0
2095
160.0
3199
170.0
2336
137.1
3198
166.6
2470
120.0
3199
156.1
2428
106 In
170.0
1594
170.0
1409
170.0
1913
170.0
1847
170.0
2231
1 170.0
1670
170.0
2550
170.0
2076
164.6
2781
170.0
2271
146.3
2781
161.0
2333
123.6
2781
1 140.4
2281
105,9
2761
125.9
2234
92.7
2781
116.0
2100
1111n
170.0
1638
170.0
1454
170.0
1988
1 170.0
1700
170.0
2293
1 170.0
1932
170.0
2821
170.0
2149
151.6
2632
162.3
2245
136.8
2832
148.4
2216
113.6
2632
128.4
2188
97.6
2632
115.1
2126
65.4
2632
106.3
2006
1201n
170.0
1771
170.0
1586
170.0
2125
170.0
1659
154.4
2252
159.9
1991
535.1
2252
141.4
1984
120.1
2252
127.2
1938
108.1
2252
518.1
1915
90.1
2252
99-8
1872
71.2
2252
88.9
1838
67.8
2252
81.4
1608
1441n
125.1
1584
126.8
1445
104.3
1564
108.1
1425
89.4
1564
91.5
1407
78.2
1564
80.7
1390
89.5
1564
72.3
1373
62.6
1584
65.7
1358
52.1
1584
56.0
1330
44.7
1584
49.2
1305
39.1
1584
44.4
1283
TABLE13B
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11:
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP -)X ANCHOR CAP.F,„ ) _ANCHOR CAP.,,,
MULLION CAP .FF.... -
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 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-FILI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL '
BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1---2.000"-----1
2'X 6'X.25'
MULLION
� �NgryryN
#
Anchor Ca Ity
Table Ibs
4
C:)
0
Rx
W
w
LL
Substrate:
2.7k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116" Elco Ullracon
114" Elco Ultracon
5/16' Elco
Ullraeon
3116" Elco UI(raeon
1/4" Elco Ultracon
114" SS Elco 5116" Etco
AggreGslor Ultracon
114" SS Elco
AggreGator
410 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1" 2-112" 1" 2-112" 3-118" 1" 2-112" 1" 2.112" 2" 3-1 W1 2" 0.48- 0.54"
0.324"
LU
110
Embedment (in):
1-314'
1.314"
1-314'
1-314"
2"
1-114"
1-114"
1-114'
t-114"
1-114'
1-114"
2"
1-318"
1-318"
varies
2 Anchors ® 4.75" MIn_ O.C. 1 Standard or Offset Clip (Fig. 1S2):
390 lbs
390 ibs
450 lbs
890 Ibs
1644 Ibs
270 Ibs
280 lbs
354 Ibs
740 Ibs
374 lbs
664 Ibs
948Ibs
341 lbs
442 lbs
SW Ibs
4 Anchors ® 4.68" Min, O.C. I Standard (Gr Offset) Clip (Fig. 3):
7e* lbs
760 lbs
900 Ibs
17801bs
3232 lbs
540 Ibs
5W IM
708 Ibs
1480 The
748 Its
5272 Ibs
1892lbs
682 Ibs
885 lbs
1120 Ibs
8 Anchors ® 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
1180 Ibs
1400 The
1010 Ibs
2595 Ibs
WA
WA
940 Ibs
NIA
1065 Ibs
WA
NIA
NIA
1363 Ibs
1770 Ibs
2240 lbs
4 Anchors @ 3" Min_ O.C. / (2) 2x5 Angie Clips I (Fig. 5):
780 Ibs
760 lbs
680 lbs
1560 lbs
1896 ibs
540 Ibs
580 Ibs
NIA
760 Ibs
748 lbs
880 Ibs
1892 Ibs
682 lbs
685 Ibs
1120 Ibs
8 Anchors Q 3" Min. O.C_ 1 (2) 2x5 Angle Clips I (Fig. 6)'
1560 lbs
1560 Ibs
1360 lbs
3120 Ibs
3792 Ibs
1080 lbs
1120 Ibs
NIA
1520 Ibs
1496 Ibs
1760 Ibs
3784 Ibs
1363 Ibs
1770 Ihs
2240 tbs
12 Anchors @ 1.5" Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 7):
1660 lbs
2100 lbs
1440 Ibs
3780 Ibs
WA
WA
1320 lbs
WA
1500 lbs
WA
WA
WA
2045 lbs
2654 lbs
3360 lbs
4 Anchors @ 1.34" Min. O.C. / U -Clip, Into .125" Alum. (Fig. 8):
WA
WA
WA
NIA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
NIA
1430 ibs
8 Anchors ® 0.64" Min. O -C. I 1 -1 -Clip, into .125" Alum. (Fig. 9):
WA
NIA
NIA
WA
WA
NIA
WA
WA
WA
WA
NIA
WA
WA
NIA
2861 lbs
2 Anchors Q 4.68" Min. O.C.1 F -Grip (Fig. 10):
390 ibs
390 Ibs
450 Ibs
890 Ibs
1616 Ibs
270 Ibs
260 lbs
354 Ibs
740 lbs
374 Ibs
636 Ibs
946 Lbs
341 lbs
442 lbs
1
560 lbs
4 Anchors C 1.71" Min. O.C./ F -Clip (Fig. 11):,590
Ibs
70D lbs
505 lbs
1298 Ibs
WA
NIA
470 Ibs
WA
533 ft-
WA
WA
WA
682 Ibs
865 Ibs
1120 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11:
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP -)X ANCHOR CAP.F,„ ) _ANCHOR CAP.,,,
MULLION CAP .FF.... -
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 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-FILI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL '
BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1---2.000"-----1
2'X 6'X.25'
MULLION
� �NgryryN
#
12�of
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PRODUCTREVISED
as complying with the 17-16rkh
BuildingCcode L�o�O218.G
Acceptance talo 3
Eyimtiop Dater qp2)
By
Miam' do I Toduct Goo
`�,illi+rll
6.000" tz�
ON
A. LYNNULL�R, P.E.
FL P.E.# 58705
LU
C:)
0
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d
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110
m
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PRODUCTREVISED
as complying with the 17-16rkh
BuildingCcode L�o�O218.G
Acceptance talo 3
Eyimtiop Dater qp2)
By
Miam' do I Toduct Goo
`�,illi+rll
6.000" tz�
ON
A. LYNNULL�R, P.E.
FL P.E.# 58705
TABLE 14A
Mullion Capacity Table Ibsfft'
Opening Width
(for vertically -sparring mUllons) or Opening Height
(for hod zontal(y-sparring
mLilions)
601n
60 In
70 in
80 In 901n
100 in
120 In
140 in 160 In
3.5K Cwt.
Rectangular
TraprTriang.
Rectangular
TraplTriang.
Rectangular
TraprTriang.
Rectangular
Traprrriang. Rectangular
Trap{rriang.
Rectangular
Traprrriang.
Rectangular
TrapYTdang.
Rectangular
TraprTriang. Rectangular
Traprrrtang-
1.26" x 2.11"
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x .126" Alum
Tube Mull
1-T4"
.-.
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�
� ..
�
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�
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�
� �
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�'
�' � � �' ..
A
iSW IDs
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7481b6 1
.� �
1 1802 lbs 1
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1430lbs
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U G
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V a G
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C1 G U V G
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l�qp¢ ��pQQ g'
U lJ G
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4
C1 G
C1
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G
G
UD
L
L
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U
U
U
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C L
C
L ^ L
L 7
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V_ V U V
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CqQ[ y� (yS}
>
421n
144.2
526
167.0 428
i20-2 526
149.9
419
103.0
526
138.9
414
90.1 526
134.6
411 80.1 526
134.1
411
7Zi 526
134.1
411
60.1 526
134.1
411
51.5 526
134.1 411 45.1 526
134.1 411
48 In
96.6
403
106.0 333
80.5 403
94.7
325
69.0
403
86.4
320
60.4 403
81.4
317 53.7 403
79.1
315
48.3 403
78.6
314
40.3 403
78.6
314
34.6 403
78.6 314 30.2 4013
78.6 3t4
60.625 in
823
362
91.0 301
68.6 362
79.3
294
58.8
362
71-9
289
51.5 362
67.2
286 45.7 362
64.6
284
41.2 362
63.6
283
34,3 362
63.5
283
29.4 362
63,5 283 25.7 382
63.5 283
In
67.8
318
74.1 267
56.5 316
64.2
261
48.5
318
57.7
256
424 318
53 5
253 37.7 318
50.8
250
33.9 316
49.5
249
28.3 318
49.1
248
24.2 318
49.1 248 21.2 318
49.1 248
C54
601n
49.5
258
53.1 219
4i.2 258
45.7
214
35.3
258
40,7
210
30.9 258
37.2
207 27.5 253
34.9
204
24.7 258
33.4
203
20.6 258
$2.2
201
17,7 258
322 201 15.5 258
32,2 201
7
63 In
42 7
234
45.6 200
35.6 234
39.1
195
30.5
234
34.7
192
26.7 234
31.6
189 23.7 234
29.4
186
21,4 234
28.0
i84
17.8 234
26.6
183
15.3 234
26.5 183 13.4 234
26,5 183
66 in
37.2
213
39,4 183
31.0 1 213
33.7
179
25.5
213
29.8
176
23.2 213
27.0
173 20.6 213
25.1
170
18.6 213
23.7
169
15.5 213
22.2
167
13.3 213
22.0 168 11.6 213
22.0 168
72 in
28.6
179
30.1 155
23-9 179
25.6
152
20.4
179
225
149
17.9 179
20.3
147 15 9 179
18-7
145
76 to
24.3
161
25.4 140
20.3 161
21.6
137
17.4
16i
19.0
135
15.2 161
17.0
133
76 in
225
152
23.5 133
18-8 152
19.9
131
16.1
152
17.5
128
TABLE14B
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED 1N PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.
(DP.) X �„o",1ae) =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.
1.266"
2.116"
} .125"
I
1,26'X 2.11"X. 126" MULLION
(INTEGRAL FIN MULLION)
Z
O
6
N��
Anchor Capacity Table Obs)
W
I -
_j
Substrate:
2.7KGmtrete
3.5K Cwt.
Holiow CMU
FI[MCMU
PTWoW
Metal
AnchorCllp Pattema
Anchor Type
3116' Eko Ultratm
114' Elco Ultracm
5116" Eko
Ullracon
3116'Eko Ultracon
1/4'Elco Ullracm
114" SS Eko 6116"Elco
AggreGator Uilrwon
114"89Elco
AggreGaior
010 Steel #12 Steel
Screw(G6) Strew (G5)
#12 Steel
Strew (G5)
m
Edge Dlstance(inZ
1" 2-1rZ
1"
2112'
3-118"
1" 2-172'
1' 2-112'
2"
3-11(r
7
0.45' 0.54"
0.324"
Embedment (tnk
13'4" 1-W
1-T4"
1314'
2'
1-114" 1 1-114-
1-114- 1.114"
71W
1-174"
2"
1-318^ 1318"
varies
4 Anchors Q 3' Min O.C. 1 (2) 2t5Angleaips 1(Fig 111
7150 lbs 760 lbs
WILE
iSW IDs
1!396lbs 1
640 1136 1 560 IDS I
WA 760 lbs
7481b6 1
880 its
1 1802 lbs 1
6132 lbs Wilbs-1
1430lbs
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED 1N PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.
(DP.) X �„o",1ae) =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.
1.266"
2.116"
} .125"
I
1,26'X 2.11"X. 126" MULLION
(INTEGRAL FIN MULLION)
Z
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'RC000:T RFVISED
as complying with the P od&
I3ullding Cotte
Acceptance No 16V_021$., C23
Expiration Date /� 2
t11''lllill!
tot �t7. JSIt]r) -�
A. LYNNVIL10�9, P.E.
FL RE.# 58705
TABLE15A
Mullion Capacity Table (IbSM)
Opening Width
(for vertically -sparring mullions) or Opening Height
(for horizontally -spanning
mullions)
50 In
60 In
70 In
80 In
90 In
100 In
120 In
140 In 1601n
3.25' 30
Rectangular
Loading
TralMang-
loading
Rectangular
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TrapJ'rriang.
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Rectangular
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TraptTriang-
Loading
Rectangular
Loading
TraplTriong-
Loading
Rectangular
Loading
TraplTriang.
Loading
Rectangular
Loading
TreplTdang.
Loading
Rectangular
Loading
TrapMang.
Loading
Rectangular
Loafing
Trap/Triang. Rectangular
Loading Loading
TraplTdang.
Loading
DEG. ALS
SAYMULL
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1.314"
42 In
170.0 620
1170,0 435170.0
744
170.0 478
170.0 868
170.0
508
170.0 992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0 1488
170.0 521
t70.0 1735
170.0 521 149.1 1740
170.0 521
780 ibs
481n
170.0 708
170.0 524
170.0 850
170,0 884
170.0 992
1170.0
630
170.0 1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
880
152.2 1522
170.0 680
130.5 1522
170.0 680 114.2 1522
170.0 680
1327 Ibs
50-625 In
1170.0 747
170.0 563
170.0 886
170.0 631
170.0 1046
170.0
684
170.0 1195
170.0
723
170.0
1345
170.0
747
164.2
1443
170.0
756
136.9 1443
170.0 758
117.3 1443
170.0 756 102-6 1443
170.0 756
541n
170.0 797
170.0 612
170.0 956
170.0 691
170.0 1116
170.0
754
170.0 1275
170.0
603
160.4
1353
170.0
837
144.3
1353
170.0
856
120.3 1353
170.0 881
103.1 1353
170.0 861 90.2 1353
170.0 861
601n
170.0 885
170.0 701
170.0 1063
170.0 797
167.0 1218
170.0
878
148.1 1218
170.0
944
129.9
1218
159.6
936
116.9
11218
152.1
924
97.4 1218
146.1 913
83.5 1218
146.1 913 73.1 1216
WA 913
63111
170.0 1 930
170.0 745
170.0 1116
170.0 850
150.2 1150
168.8
933
131.4 1150
153.0
914
116.8
1150
141.9
898
105.1
1150
134.2
866
87,6 1150
126.7 871
1 75.11 1150
126.2 870 65.7 1160
126.2 870
661n
170.0 974
170.0 1 769
152.4 1046
165.8 881
130.6 1048
146.6
684
114.3 1048
133.1
650
101.5
1048
123.4
639
91.4
1048
116.6
83D
76.2 11048
109.4 621
65.3 1048
108.2 818 57.1 1048
108.2 818
C
72111
140.8 880
147.9 1 764
117.4 880
126.0 748
100.6 880
110.6
734
136.0 680
100.0
722
78.2
880
92.0
712
70.4
880
88.2
703
68.7 880
79.2 693
50.3 880
76.5 668 44.0 880
76.4 688
'1
7
761n
119.7 1 790
1251 690
99.6 794
106.4 676
85.5 790
93.3
663
74.6 790
83.9
652
66.5
790
76.9
643
59.9
790
71.7
635
49.9 790
65.1 624
42.8 790
62.1 619 37.4 700
61.5 617
78 In
110.8 750
115.5 657
92.3 750
98.1 644
79.1 750
85.9
632
69.2 750
77.1
621
61.5
750
70.6
612
55.4
750
65.7
605
46.2 750
59.4 594
39.6 750
56.2 588 34.6 750
55.5 588
901n
72.1 563
74.4 500
60.1 563
62.9 491
51.5 563
54.8
483
45.1 563
48.9
475
40.1
563
44.4
468
36.1
563
40.9
462
30.0 563
36.2 452
25.8 563
33.3 445 22.5 583
31.8 442
96111
59.4 495
61.1 443
49.5 495
51.5 435
42.4 495
44.8
427
37.1 495
39.9
421
33.0
495
36.1
415
29.7
495
33.2
409
24.8 495
29.1 400
21.2 495
26,6 394 18.6 495
25,0 390
i081n
41.7 391
42.6 353
34.8 391
35.9 348
29.8 391
MA
342
26.1 391
27.6
337
23.2
391
24.9
333
20,9
391
22.8
328
17.4 391
19.7 321
14.8 391
17.6 315
111 in
38.4 370
39.2 335
32.0 370
33.0 330
27-5 370
28.6
325
24.0 370
25.3
320
21.4
370
22.6
316
19.2
370
20.9
312
16.0 370
18.1 305
120111
30.4 317
30.9 289
25.3 117
26.4 284
21.7 317
22.5
280
19.0 317
19.8
27616.9
317
17.9
273
1441n
17-8 224
17.8 203
TABLE 158
FIGURE 1:
•
FIGURE 2:
• i
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPS,) X f ANCHOR CAP.' -.T„",=1 _ ANCHOR CAP. F«
\\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.
125'
3.250"
30° BAY
MULLION
o r�
U) o w
O ar
ED
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N
N
LL
O
W
W
U
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r°1r'-7
,`RO ]UC -r RE,VISFID
as complying with Me Flt mij
Building Code
Acceptance No )(n' CSIS •03
Fxpimtiat Date
By
tinea Dade Product
��tlllllllr .
rb
117. J8 f 05
�F `_lit,
�7
A. L VNw MILLER, P.E.
FL P.E.# 58705
Anchor Ca a Ity
Table lbs
Substrate:
2.7k Concrete
3.5k Cone.
Hallow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116` Elco UlVacon
114" Elco Macon5116'
Elco
Ultracon
3118" Edo UlUacon
114" Elco Ullracon
114" SS Elco 5116" Elco
AggreGalor Ultra con
114" SS Elco
AggreGalor
NiO Steel #12 Steel
Screw (05) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in):
1"
2-112"
1"
2.1/2"
3AW
1" 2-1/2"
1" 2.112"
2"
3-118"
2'
0.48"
0.54"
0 -324 -
-324"Embedment(in):
Embedment (in):
1-314"
1-314"
1.314°
1.314"
2"
1.114' 1-114"
1-114" 1.114"
1-1114"
1-114'
2"
1-318"
1.318"
genes
2 Anchors @ 5" Min. O.C. 1 (2) 2x5 Angle Clips I (Fig. 1):
390 lbs
390 Ibs
450 lbs
890 lbs
170014s270
lbs 280 lbs
354 lbs 740 lbs
374 lbs
720 Ibs
946 Ibs
341 Ibs
442 lbs
560 Ibs
4 Anchors @ 3.5" Min. O.C. ! (2) 20 Angle Clips /(Fig. 2):
780 ibs
760 Ibs
790 lbs
1670 lbs
2525 lbs
540 Ibs 560 lbs
N/A 1120 Ibs
748 Ibs
880 Ibs
1892 Ibs
682 Ibs
885 Ibs
1120 lbs
6 Anchors @ 2.71' Min. O.C. 1(2) 20 Angle Clips 1(Fig. 3):
1120 Ibs
1120 Ibs
958 Ibs
2246 Ibs
2254 Ibs
WA 640 Ibs
NIA 1059 lbs
NIA
1320 Ibs
WA
1022 Ibs
1327 Ibs
1680 Ibs
FIGURE 1:
•
FIGURE 2:
• i
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPS,) X f ANCHOR CAP.' -.T„",=1 _ ANCHOR CAP. F«
\\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.
125'
3.250"
30° BAY
MULLION
o r�
U) o w
O ar
ED
0)
N
N
LL
O
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Ji
LL
s- �
Y r
Q
Nr
� o
Y
0
�.O
m�
r°1r'-7
,`RO ]UC -r RE,VISFID
as complying with Me Flt mij
Building Code
Acceptance No )(n' CSIS •03
Fxpimtiat Date
By
tinea Dade Product
��tlllllllr .
rb
117. J8 f 05
�F `_lit,
�7
A. L VNw MILLER, P.E.
FL P.E.# 58705
TABLE 16A
TABLE 16B
N
Anchor Ca Ity
Table lbs
yy
mC:)
�m
Z
Mullion Capacity
Table Ibs02
3.5k Cone.
J
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116° Ek:o Ultrecon
114" Elco Ultracm
5116° Elco
Ullracon
3110° Ek;o Ultraoon
114" Ek:o Ullracon
114" SS Elco 5118' Elco
AggreGaior Ultracon
114" SS Elco
AggreGalor
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1" 2-112' 1" 2-112' 3-118" 1" 2-112° 1" 2.12' 2" 3.116" 2" 0.48" 0.54"
0.324"
Embedment (in)
1.314"
1-314"
1.314"
I -W'
Opening Width
(for vertically -sparring mdlions) or Opening Height
(for horizontally-Sparrtirig
m111ions)
1-114'
1.114"
2"
1-310'
1-318"
series
2 Anchors 0 5' Min. O.C. 1(2) 2x5 Angle Clips I (FIg. 1):
390 Ibs
390 lbs
450 lbs
890 lbs
1700 Its 1270
50 in
354 Ibs
740 lbs
001n
720 The
946 lbs
70 in
442 lbs
560 lbs
80 in
780 Ibs
700 Ibs
90 In
1670 Ibs
25251bs
100 in
WA
1120 Ibs
120 In
680 Ibs
1892 Ibs
140 In
885 Ibs
1120 ibs
180 In
1120 lbs
3.26" 46
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TraplTdang_
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Trapf7dang.
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Trapifriang.
Loading
Rectangular
Loading
Trap/Triang.
Loading
ReclangUar
Loading
Trap/Tdang.
Loading
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Loading
TraWidang,
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DEG. AL
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42 In
170.0
620
170.0
435
170,0
744
170.0
478
170.0
888
170.0
508
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
160.3
1671
170.0
521
481-
170.0
708
170.0
524
170.0
850
170.0
584
170,0
992
170.0
630
170.0
1133
170.0
681
170,0
1275
170.0
077
170.0
1417
170.0
880
163.7
1837
170.0
680
144,3
1637
170.0
680
122.6
1637
170.0
680
60,V5 In
170.0
747
170.0
563
170.0
898
170.0
831
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170,0
1494
170.0
756
147.1
1552
170.4
756
128.1
1552
170.0
756
110.4
1552
170.0
756
541n
170.0
797
170.0
612
170.0
958
170.0
691
170.0
lii6
170.0
754
170.0
1275
1170.0
803
170.0
1434
170.0
837
155.2
1455
170.0
856
129,3
1455
170.0
661
110.8
1455
170.0
861
97.0
1455
170.0
861
W In
170.0
885
170.0
701
170.0
1063
170.4
797
170.0
1240
170.0
876
157.1
1309
170.0
944
139.7
1309
170.0
996
125.7
1309
163.5
994
104.8
1309
157.1
962
69.8
1309
157.1
982
78.6
1309
157.1
982
63 In
170.0
930
170.0
745
170.0
i 116
170.0
850
162.9
1247
170.0
940
142.5
1247
164,5
983
126,7
1247
152.6
965
114.0
1247
144.3
952
95.0
1247
136.2
938
NA
1247
135.7
935
71.3
1247
135.7
935
66 in
170,0
974
170,0
789
170.0
1189
170,0
903
148.4
1190
163.7
965
129.9
1190
147.9
945
115,4
1190
136.5
928
103.9
1190
128.4
914
86.6
1190
119.5
898
74.2
1190
118.1
893
64.9
1190
118.1
893
721n
161.6
1010
169.8
877
134.7
1010
144.6
859
1`15.4
1010
127.2
842
101.0
1010
114.7
828
89.8
1010
105.6
617
80.8
1010
98.9
807
67.3
1010
90.8
795
57.7
10io
87,6
790
50.5
1010
87.7
789
A_
7
761n
137.4
906
143.6
792
114.5
906
122.0
775
98.1
906
107.1
761
85.9
906
98.2
749
76.3
906
88.2
738
68.7
906
82.3
729
57.3
908
74.7
716
49.1
906
71.2
710
42.9
908
70.6
708
781n
127.1
861
132.5
754
105.9
861
112.5
738
90.8
861
98.6
725
79.4
861
68.5
713
70.8
801
81.0
703
67.6
861
75.4
694
53.0
881
88.1
681
45,4
881
64.5
675
39.7
861
63.7
672
901n
82.7
648
85.4
574
68.9
848
72.1
584
59.1
648
62.9
554
51.7
648
56.1
545
46.0
646
50.9
537
41.4
848
47.0
530
34.5
848
41.5
519
29,5
648
38.2
511
25.9
848
36.5
507
961n
68.2
568
70.1
508
56.8
588
59.1
499
46.7
588
51,4
491
42.6
568
45.8
483
37.9
568
41.4
470
34.1
588
38.1
470
28,4
568
33.4
459
24.3
588
30,5
452
21.3
568
28.7
447
1081n
47.9
449
48.9
405
39.9
449
41.2
399
34.2
449
$5,7
393
29.9
449
31.7
3B7
26.6
449
28.6
382
23.9
449
26.1
377
20,0
449
22.7
368
17.1
449
20.4
361
15.0
449
18.9
356
ill in
44.1
425
45.0
385
36.8
425
37.9
379
31.5
425
32.8
373
27.6
425
29.1
387
24.5
425
26.2
382
22.1
425
24,0
358
18.4
425
20.7
350
15.8
425
18.6
343
1201n
34.9
364
35.5
331
29.1
364
29,8
326
24,9
364
25.8
321
21.8
384
22.8
317
19.4
364
20.5
313
17.5
384
18.7
309
1441n
20.2
253
20.4
233
16.8
253
17.1
230
TABLE 16B
FIGURE 1:
•
FIGURE 2:
r •
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPS, ) XI ANCHOR CAP.,--) =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
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
125"
N
Anchor Ca Ity
Table lbs
yy
mC:)
�m
Z
Substrate:
2.7k Concrete
3.5k Cone.
J
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3116° Ek:o Ultrecon
114" Elco Ultracm
5116° Elco
Ullracon
3110° Ek;o Ultraoon
114" Ek:o Ullracon
114" SS Elco 5118' Elco
AggreGaior Ultracon
114" SS Elco
AggreGalor
#10 Steel #12 Steel
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
Edge Distance (in): 1" 2-112' 1" 2-112' 3-118" 1" 2-112° 1" 2.12' 2" 3.116" 2" 0.48" 0.54"
0.324"
Embedment (in)
1.314"
1-314"
1.314"
I -W'
2'
1-114" 1-114"
1-114'
1.1/4"
1-114'
1.114"
2"
1-310'
1-318"
series
2 Anchors 0 5' Min. O.C. 1(2) 2x5 Angle Clips I (FIg. 1):
390 Ibs
390 lbs
450 lbs
890 lbs
1700 Its 1270
lbs 280 lbs
354 Ibs
740 lbs
374 Ibs
720 The
946 lbs
341 Ibs
442 lbs
560 lbs
4 Anchors ® 3.5' Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 2):
780 Ibs
700 Ibs
790 Ibs
1670 Ibs
25251bs
540 Ibs 560 Ibs
WA
1120 Ibs
748 Ibs
680 Ibs
1892 Ibs
682 Ibs
885 Ibs
1120 ibs
6 Anchors @ 2.71" Mln- O.C. / (2) 2x5 Angle Clips 1 (Fig. 3):
1120 lbs
1120 Ibs
958 Ibs
2246 lbs
2254 Ibs
WA 840 Ibs
NIA
1059 The
WA
1320 Ibs
WA
1022 Ibs
1327 Ibs
1680 Its
FIGURE 1:
•
FIGURE 2:
r •
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPS, ) XI ANCHOR CAP.,--) =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
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
125"
PR04UCT REVISED
as C01146ing xviih fhe Tlort�r
Building Code
Ac -Nance Nlo 16-`0218.473
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FL P.E.# 58705
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PR04UCT REVISED
as C01146ing xviih fhe Tlort�r
Building Code
Ac -Nance Nlo 16-`0218.473
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A. LYN04zeFt; P.E.
FL P.E.# 58705
1-1.000"-]
- -i 1.000" --1 1.000-
1.000- r 1.000" �-
r .
3
.125"
.125"
.125" .125" 2.750" 2.750" .125" 3.125"
2.000" 2.000" " .500125" "
75 375"
1
1" X 2" X .125" MULLION 1" X 2" X.375" MULLION 1" X 2.75" X .375" MULLION VX 2.75" X .650' MULLION 1"X 3.125" X .5" MULLION
6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM.
X -SECTION X -SECTION X -SECTION X -SECTION X -SECTION
�---.125"
I STANDARD CLIP I 2X5 ANGLE CLIP
6063-T6 ALUM. 6063-T6 ALUM.
2.000" X -SECTION 2'125" 2.000" X -SECTION
U -CLIP
6063-T6 ALUM. 125"
.125" X -SECTION
.125"�
---i .740" I�
5.500"
CUT HERETO •375"
.375" 3'125"�j _ CREATE F -CLIP, SEE MIN.
MIN. DETAIL F, SHEET 4
------1
1 A
t_
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
5.500" .375"
375" MIN.
MIN.
I --- I
I � I
I I
1 I
I I B
I I I I I
I I Il II1''II� I
.338" MIN.
U -CLIP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116".
TARI F R
5.000"
.375" MIN. --j
I--1.250"--1
f-----------------------
- ----- _-----------J 2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116".
Mull Dimension (sheet #)
Mullion
Std. Clip
PGT Part #
Offset Clip
U -Clip
Angle Clip
1" X2" X.126' (5)
66605
666113M
666 11 18M
666243M
666511 M
1" X 2" X. 375" (6)
666006
666114M
6661119M
666244M
666512M
1" X 2.75" X. 376' (7)
66607
666115M
6661120M
666245M
666513M
1" X 2.75" X .650" (8)
66608
666116M
6661121 M
666246M
666514M
1" X3.126- X.500' (9)
66637M
6661116M
6661114M
666242M
666515M
1.25" X 3.188" X .265" (12)
66641 M
6661117M
6661113M
666241 M
666516M
1.26" X 2.11" X .125" (18)
69370
NIA
NIA
NIA
666517M
'C OFFSET CLIP NOTES:
25„ 6063-T6 ALUM.
I TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
740"�- -�--I
r6 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE= A
I- 1.266"-1
U-900"
25"
2.116"
.125"
125"
1.26'X 2.11" X .125" MULLION
6063-T6 ALUM.
X -SECTION
IDimension I Value (in)l For Mullion:
A
1.625
n [V
x
(0
1" X2' X.1125"
B
2.654
O
Aluminum
C
0.895
Tube Mullion
D
0.740
A
1.125
Zw
1" X2" X.375"
B
2.404
Aluminum
C
0.635
Tube Mullion
D
0.490
A
1.875
B
3.000
1" X 2.75"" X
C
0.757
.375 Aluminum
D
1.118
Tube Mullion
E
.450 Min.
A
1.312
1" X2.75- X
B
3.000
.650"
C
0.476
Aluminum
D
0.836
Tube Mullion
A
2.000
1" X3.125" X
B
2.637
500" Alum
C
0.863
Tube Mull
D
1.137
A
2.625
1.25" X 3.1813'
B
3.262
X.265" Alum
C
0.862
Tube Mull
D
1.762
1.26"X2.11"X
A
1.813
.121" Alum
Tube Mull
5
LOLU
Z
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n [V
x
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CSV
Q
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M
W
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Wz
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m
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o
v
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W
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fR OLICT REVLSBD
as complying with Me Fierllt
Building Code lid-G�a.D�
Acceptance M
F,cpiratipn Datefxv
Or
;car ' pi_og\0 ' 0) :.
A. LYNNt 1"( E.
FL P.E.# 58705
--j 1.000"
4.600"
1" X 4" X .125" l
MULLION
6063-T6 ALUM.
X -SECTION
1.250"
--j 1.000" f
4.000"
25"
125"
.125
3.250" 3..
.160"
.100"
-i .820"
1.25" X 3.25" X .100"
MULLION
6005-T5 ALUM.
X -SECTION
2.661"- j
1.377"125" "
1"X4"X.375"
MULLION
6063-T6 ALUM.
X -SECTION
063"-j
.062"--
.062"
4.000"
.125"-i
.031"-
4
0
1.062"-1
V X 4" X.376"
"T" -MULLION
6063-T6 ALUM,
X -SECTION
.385"
2.625"
.375"
---1 .820" 1--
1.25" X 3.25" X.624"
MULLION
6005-T5 ALUM.
X -SECTIO N
--1 .820" 1----
1.25" X 3.94" X.624 -
MULLION .624"MULLION
6005-T5 ALUM.
X -SECTION
1 ]
I
.125"
.125"
30"
3.250"45' BAY MULLION
30' BAY MULLION 6063-T6 ALUM.
6063-T6 ALUM. I X -SECTION
X -SECTION L
.228"� �- .981"-� 226"3
y-
I
.125" STANDARD CLIP
2.000" 6063-T6 ALUM.
X -SECTION
.125"
5.500"
CUT HERETO
.375" 3.125"-j ^ CREATE F -CLIP. SEE
MIN. I DETAIL F, SHEET 4
r----------� I---------� -
I I I I
I I I I
I I I I
I I I I
I 1 I I I
I I I I
2.875"
I I I I
I I I I
I I I I I
I I I I
I I I I I
.375"
MIN.
1
I
45° 2.250"
I
3.250"
I
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
I I
I I
I I
I l
I I
I I
I I
I I
I I
I I
I I
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.125"
7
.740"
.125"
I
2.125"
U -CLIP
6063-T6 ALUM.
X -SECTION
125"
375"
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM A7--\-\'--5.000"
HOLE DIAMETER: ANCHOR DIAMETER
5.500"
375"
I
I I
I I
I I
I I I
I I I
I I
I H I
I I
I I
9
OFFSET CLIP
6063-T6 ALUM.
TOPVIEW
U -CLIP
6063-T6 ALUM.
TOPVIEW
TABLE C
125"
For Mullion:
F
3.687
1'X4X
.125"
Aluminum
Tube Mullion
1.000
nF
27
3.000
�
Z
1"X4'X
.375'
Aluminum
Tube &,r
G 0.757
O
1 3.000
F
2.250
1.26!'X3.26"
X .100'
Aluminum
Tube Mullion
G 0.750
J
1 3.250
666112M
16661123M
666242M
666519M
1.25' X3.25' X.100" (13)
20160
6661127M
6661124M
6662410M
6665115M
w
U)
0co O
6661125M
Z
ch
1.25" X3.94" X.624' (15)
~
6661117M
6661126M
I
I MIN.
30 Degree (19)
66649
CENTER OF
ANCHOR HOLE j I
MUST LIE WITHIN I
THE DASHED I I
BOUNDARY. SEE I I
SHEETS 5-20 FOR
THE ANCHOR O.C.
DISTANCE. I I
I I
MAXIMUM I I
ANCHOR HOLE I I
DIAMETER: I I
ANCHOR I I
DIAMETER + 1116".
sion Value (In)
For Mullion:
F
3.687
1'X4X
.125"
Aluminum
Tube Mullion
1.000
nF
2.680
3.000
F
3.187
1"X4'X
.375'
Aluminum
Tube &,r
G 0.757
H 2.430
1 3.000
F
2.250
1.26!'X3.26"
X .100'
Aluminum
Tube Mullion
G 0.750
H 1.500
1 3.250
-TAQI 1= r)
TABLE C. CONT.
Dimension Value (in)
For Mullion:
F
1.938
1.25" X 3.25"
X.624"
Aluminum
Tube Mullion
G 0.500
H 1.438
1 3.250
F
2.625
1.25" X 3.94"
X.624"
Aluminum
Tube Mullion
G 1.125
H 1.500
1 3.250
F
2.813
306 Be Mull
F
1 2.875
45' Bay Mull
-L.375"
Mullion
MIN.
❑
U -Clip
aQ
Q
�
Z
U Q
r
Z
�
�Z
Q 8
L
NLI
2
2X5 ANGLE CLIP
6063-T6 ALUM, m-
TOPVIEW IP
^Mull Dimension
(sheet #)
Mullion
Std. Clip
PGT Part #
Offset Clip
U -Clip
Angle Clip
V X4' X.125- (10)
69364
666111 M
6661122M
666241 M
666516M
1" X4' X.375- (11)
66610
666112M
6661123M
666242M
666519M
1" X4" X.375' "T" (11)
66653
666112M
16661123M
666242M
666519M
1.25' X3.25' X.100" (13)
20160
6661127M
6661124M
6662410M
6665115M
J.25' X 3.25" X.624- (14)
20161
6661128M
6661125M
666241 i M
6665116M
1.25" X3.94" X.624' (15)
20162
6661117M
6661126M
666241M
666517M
30 Degree (19)
66649
NIA
WA
NIA
6665110M
45 Degree (20)
66650
WA
I NIA
WA
6665111M
m �
LU
(A
F -
w
W
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to
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-_s complying with die Florida
Building Code "C3
Acceptance No
F pirnti I]ate QO'Z
I3y
Mian Dade Product
.�\}• .'�`GE-NSF � F �i
>; >l0.5�370
_ �Qj
T) ,1 t= �s `tiff
CSX, r-LOR\9
A. LYN�I,L�R, F'.E.
FL P.E. 58705
TABLE E
Mull Dimension PGT Part#
(sheet#) Mullion Std. Clip U -Clip Angle Clip
2" X4" X.25" (16) 66602 666261 M 666271 M 6665112M
2" X 6" X.25" (17) 66604 666262M 666272M 6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE
II
2.000"
HOLE LOCATIONS. I --1.490"--1
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
5 r00.-
.260"
00"
.250"
r -2.000-----j
6.000"
STANDARD CLIP
6063-T6 ALUM.
X -SECTION
.125"
CUT HERE TO
3.500" CREATE F -CLIP,
.375" _ SEE DETAIL F, 375"
MIN. r SHEET4------------
MIN.
-------�
I � I
I I
I
I
y I
I I
3.438"
2" X 4" X .25" I I I
MULLION I I
6063-T6 ALUM. I I
X -SECTION I
I
L— STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
2"X 6"X.26"
MULLION
6063-T6 ALUM.
X -SECTION
5.500"
CUT HERETO
3.500" CREATE F -CLIP,
MIN _ SEE DETAIL F, 375"
SHEET MIN.
i
L
STANDARD CLIP
6063-T6 ALUM.
TOP VIEW
4.688"
5.438"
I—.125- ---11--.125'
U -CLIP 2X5 ANGLE CLIP
L11 6063-T6 ALUM. 6063-T6 ALUM.
2.125" X -SECTION 2.000" X -SECTION
.125"
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5.000" .375"
.375" MIN.
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/U -CLIP, 6063-T6 ALUM. 2X5 ANGLE CLIP
SEDOR 2" X 4" MULLION, SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
TOPVIEW4"MULL WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE
WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1/16".
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16". nnn"
.375"
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5.438"
5.438"
U -CLIP
6063-T6 ALUM.
USED FOR 2"X 6" MULLION, SHEET 17
TOPVIEW
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPMEW
.375"
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FL RE.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114 THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF.
NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1"=65", REFERENCING SHEET 25, THE COLUMN USING
-- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
SEE rDETAILS,
FROM TABLE 3A, SHEET 7, THE i" X 2.75" X.375' MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-56.3 PSF AND WOULD
FENESTRATION HOT BE SUITABLE FOR THIS APPLICATION.
PRODUCT'SAPPROVAL ,
�. FROM TABLE 4A, SHEET 8, THE 1"X 2.75"X.650- MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION
LENGTH 4 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5
SEE ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF (>0 PSF:
32'-
MULL WIDTH_ (60 PSF) X ( 636 LIIS ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH ` 72.7 PSF J
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FL P.E.# 58705
THE BUILDING SUBSTRATE IS KNOWN TO BE 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 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
EXAMPLE 2: MULTIPLE MULLIONS
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
MULL WIDTH -1
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
SEE
FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250' MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION_ NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
SEE DETAILS,
32" FENESTRATION SHEETS
2.3
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
PRODUCT'S
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL
THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73")
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2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
VERTICALI Ta. 1
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CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION
-\_ SEE SEE - J
USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
LENGTH
g DETAILS, DETAIL E,
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
OPENING SHEETS 2-3 SHEET 3
FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR
BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
HO IO.
MULLION 72•
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2"=1O6". REFERENCING SHEET 25, THE COLUMN USING TRAP EZOIDALITRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4"X.250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
SHEETS
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 CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
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(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.
36", HORIZ. 36", HORU
MULL LENGTH MULL LENGTH
4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE. ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
OPENING WIDTH FOR VERTICAL MULL
ANCHOR TYPE IS A #12 STEEL SCREW,
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS +/-64.7 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 INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
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A. LYNN MILLrEk, P.E.
FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
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LOADING OF VERTICAL
HORIZONTAL MULLIONS I
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A. LYNNILLER;`�.E.
MULLION MULLION
FL P.E.# 58705