HomeMy WebLinkAbout16021803pgt5500mullM IAM I•DADE I 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) w .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:
one:DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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 shalt 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
Expiration Date: May 26, 2021
y4l
'� 6 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 scaled 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 05/05/11, 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 51h 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
9
Manue a ez, P.E.
Product Cont of aminer
NOA No. 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-5" 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 05/26/16.
Manuel P.E.
Product Contr 1 E aminer
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:
1
-INSTRUCTIONS...............................1
MULTIPLE
MULLIONS
OPENING
WIDTH FOR VERTICAL MULL -
/ —� SEE DETAILS
�i SHEETS 2-3
SEE DETAILS /
A THRU G;
SHEETS 2-3
VERT
MULL
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
SHAPE
1 SEE DETAIL;
A THRU G;
/ SHEETS 2-3
nPl
HEIGHT
FOR
HORIZONTAL
SEE DETAIL E.
SHEET 3
I1` FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE.
MUST BE
/ III MANUFACTURED
--III_- BY PGT.
I _
//SEE DETAILS
HORIZONTAL A
MULL SHEEETSETS ;
2-3
LENGTH HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
LENGTH r
OPENING
HEIGHT
F
MULL
LENGTH
I --OPENING WIDTH --I
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
I~HORIZ. MULL LENGTH --I
•/!9
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S)
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
HEIGHT
1
-INSTRUCTIONS...............................1
Buildin Code
dZ�g'•q
ELEVATIONS ...................................
FOR
MULL TO 2X WOOD....... ..... ....... .....
2
MULL TO 1X & MASONRY ..............
2
HORIZ.VERT.
MULL
2
MULL TO MASONRY .......................
PI
MULL
LENGTH
3
OPENING WIDTH
3
ANCHOR SPECS .............................
3
FOR VERTICAL MULL
_-
/
BAY MULL INSTALLATION..............4
- / (
TI
OPENING WIDTH
FOR VERTICAL MULL
:330 ••. -TIE F . • Q/
'�� •-, F/ORIOP• • ••
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
•AISI-S100-07/S2-2010
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULARrrRAPEZOIDAL"
GENERAL NOTES ...........................
1
-INSTRUCTIONS...............................1
Buildin Code
dZ�g'•q
ELEVATIONS ...................................
1
MULL TO 2X WOOD....... ..... ....... .....
2
MULL TO 1X & MASONRY ..............
2
INSTALLATION NOTES ...................
2
MULL TO MASONRY .......................
3
MULL TO STEEL STUD ...................
3
MULL TO MULL ................................
3
ANCHOR SPECS .............................
3
ALTERNATATE CLIPS.....................4
_-
/
BAY MULL INSTALLATION..............4
- / (
TI
1 X 2 X.126 MULL SPECS...............5
:330 ••. -TIE F . • Q/
'�� •-, F/ORIOP• • ••
1 X 2 X.375 MULL SPECS...............6
SS' • • �J
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.125 MULL SPECS ...............
10
1 X 4 X.376 TUBE MULL SPECS....
11
1 X 4 X.376 "T" MULL SPECS........
11
1.25 X 3.186 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.624 MULL SPECS.....
15
2 X 4 X.26 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
I
O
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
PRODUCT REVISED
as complying with the Florida
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
Buildin Code
dZ�g'•q
MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN
Acceptance No
E Dal n'
STEP 1).
LI
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
By.
Miami a hodurACen
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
���N� LYNN M/C
(F� /
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
\ ��. •��GEIJSg •
CAPACITY IS MET.
_� P .• w z /
7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE
3` ' No. 58705
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
SUBSTRATE
_-
/
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME
- / (
TI
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') 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
:330 ••. -TIE F . • Q/
'�� •-, F/ORIOP• • ••
CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM.
SS' • • �J
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
/i ` /(
A. L \ MNr{ qII - 4R,11�'�.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
SETAINHDOHa
- °
OFFSET MULL c
CLIP MAY BE
INSTALLED BY d a.
THIS METHOD. e
° a
a a
° e
a
d a a
d
a d
e °
l3 e
EXTERIOR
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -16B
EDGE c
° DISTANCE
FOR WOOD /
SCREWS
L.250" MAX FOR
e
ALL MULLIONS
da
a
c d a
AND
ATTACHMENT
BY OTHERS,
- a SEE NOTE 1,
' SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
SEE SHEETS
21-23 FOR HOLE
LOCATIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
EXTERIOR
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS. BUT MAY
ALSO BE USED FOR
OT HER FRAME TYPES.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -16B
SEE TABLES
1B -16B
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 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
MIN 2.7 KSI - -
CONCRETE OR CMU
SEE TABLES 1B -16B
EDGE
DISTANCE,
SEE SEE TABLES
1B.16B
V
O
PRODUCT REVISED
as complying with the Flo"
Building Code
Acceptance No •�-�
Expiration Date /yp2l
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FL P.E.# 58705
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1B-160
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EDGE
DISTANCE,
SEE SEE TABLES
1B.16B
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PRODUCT REVISED
as complying with the Flo"
Building Code
Acceptance No •�-�
Expiration Date /yp2l
B
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A. Ll NNIMILLE'F7, P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CLIP MAY BE
INSTALLED BY
THIS METHOD.
a dad
EXTERIOR
EDGE DISTANCE
FOR MASONRY
ANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES IB -13B
1JT° n
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES IB -13B
EDGE DISTANCE
a FOR MASONRY
ANCHORS
a
a 9
THE OFFSET CLIP IS
RECOMMENDED FOR
w FIN -FRAMED
d WINDOWS, BUTMAY
ALSO BE USED FOR
s OTHER FRAME TYPES.
U
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -13B
AND
WTACHMENT _
BY OTHERS, -
SEE NOTE 1, a
SHEET 1. ` :
° EDGE
- _DISTANCE
SEE TABLES
MIN 2.7 KSI CONCRETE OR CMU 1B -13B
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 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
F
VARIES
VARIES -
F
DETAIL E:
MULLION TO MULLION
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
TYP. ANCHOR
A PER SUBSTRATE,
SEE TABLES 1B -13B
SEE SHEETS
21-23 FOR
HOLE
LOCATIONS
MULLION
Ci
FORSTEELSDS THINNER THAN I
FRONT VIEW
IS GA AND COMPLIANT WITH THE FLBUILDING
^ qpkCODE, A 2X WOOOD BACKER MUST USED.
LN3/ ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
EDGE
DISTANCE
SEE TABLES
1B -13B
EE" OR "CROSS"
IZONTALLY
SHEETS 21-23
LLION.
O
H
r
O
PRODUCT REVISED
as complying with the Florida
Building Code
Accepimice No*L`$'b 3
Ezpirati nDate
By
Mi 'Delo cl
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FL P.E.# 58705
EXTERIOR
EXTERIOR
(D
EDGE
DISTANCE
PER ANCHOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F -CLIP)
SEE DETAILS A-E,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
-MODIFIED TO FIT FIELD
CONDITIONS.
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -14B
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X.125" MULLION.
2) SEE TABLES 1B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
0 0 0 0
TOP VIEW
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 113-14B
2'X5'XA25'
AN
CLIP,
I 2 PER MULLION END,
MUST BE INSTALLED
I INSIDE OF MULL.
b I
I
b
L2
EXTERIOR
INTO WOOD, STEEL,
UM. CMU OR MASONRY
1
EDGE
DISTANCE
PER
O
a
u iTn Wnnn
I
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
CV3
OR 45°
f MULL
ATnp]VIEw
0
0 0
I
I
I
TYP. ANCHOR
I
/—PER SUBSTRATE,
SEE TABLES 15B OR 16B
I
%EXTERIOR
V
I
I
2'X 5' ANGLE CLIP,
2 PER MULLION END, MUST BE
INSTALLED INSIDE OF BAY MULL.
I
NOTES FOR INSTALLATION OPTION G & H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
"RODUCT REVISED
0
O
I-
r"
as complying with the Flmida
Bui Iding Code
Acccplance No ►gyp-O'L1$.
Expiration Datc Z)
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FL P.E.# 58705
TABLE 1A
Mullion Capacity Table IbslR2
Opening Width (for verticaly-spamirg mullions) or Opening Height (for horizontaly-spamirg mu1110rls)
50 in 601n 70 in 801n 901n 100 In 1201n 1401n 1601n
Rectangular Trep/Tdang. Rectangular 7rap/Tdang. Rectangular 7rep/Tdeng. Rectangular Trep/7rang. Rectangular TrapRdang. Rectangular Trep/Tdang. Rectangular Trep/Tdang. ReMangular Treoadinng. Rectangular T Loading.
1x2X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
Alum. Tube b F k F x[21
k & F F + k A F
Y V .-. V V U .+V V V V U 1 V V a
Mullion g $$ o - n o$ S. $8 Sg k H 8 8$ 8 8 �$S n 8$ 8 S2 is s�g$� 2 �2 2 �2 �y p Is 8 a g �is a$ ¢ QK
E c
421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.6 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319
481n 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 248 41.6 312 81.3 244 37.5 J12 61.0 244 31.2 312 81.0 244 26.8 J12 81.0 244 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 49.3 218 22.8 281 49.3 219 20.0 261 49.3 219
t 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 186 29.2 247 39.4 194 26.3 247 36.4 183 21.8 247 38.1 193 18.8 247 38.1 193 16.4 247 36.1 193
C 601n 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 E157 16.0 200 25.0 158
J
63 in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 16.4 161 22.8 144 16.8 181 21.7
f 661n 28.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 138 18.0 185 21.0 134
721n 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 118
761n 18.9 125 19.7 109 15.7 125 16.8 107
781n 17.5 118 18.2 104
AmrMnR CAPACITY ADJUS'
TABLE 1B
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
Mill=
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
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.
2.0
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
.125"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
MINIMUM OF
Anchor Capacity
Table lbs
VX 2" X .125" MULLION
LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
.125'
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
Substrele:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
5/16" Eko
114" SS Elco
5/16" Elco
114' SS Eko
#10 Steel
#12 Steel
#12 Steel
Anchor Type:
3/16° Eko Ullrecon
1/4" Elco
Ullrecon
Ultraoon
3118' Elco Ullracon
1/4' Elco
Ullracon
AggreGalor
Ullmoon
AggreGator
Screw (G5)
Screw (G5)
Screw (GS)
Anchor Clip Patterns
24/2"
1"
2-10
2'
3-i/B'
Y
0.48'
0.54'
0.324"
Edge Distance (in):
1"
2-1/2"
1'
2-1/2"
3-1/8'
1'
2"
1J/8'
1-3/6'
series
Embedment (in)
1-314"
1-314"
1-3/4"
1-314'
2"
1-114° 1-114"
1-1/4"
1-1/4"
1-1/4"
1-114'
5601bs
2 Anchors 4.75' -Min. O.C. / Standard or Offset Clip (Fig. 1):
3901bs
390 We
450 the
890 Ilia
1644 lbs
270 lbs 2801bs
354111
1401bs
3741be
6641bs
OAA Ii-
3411bs
442 IM
8851bs
1120 HIS
4 Anchors 1.15' Min. O.C. / Standard (oroffset) Clip (Fig. 2):
480 lbs
700 lbs
WA
WA
WA
WA 3801bs
WA
WA
WA
WA
WA
6821bs
8821bs
8851bs
1120 lbs
4 Anchors @ 3" Min. O.C. I (2) 2x5 Angle Clips / (Fig. 3):
7801bs
7801bs
680 lbs
15601bs
1896lbs
540 lbs 560lbs
WA
7601bs
7481bs
8801bs
18921bs
N/A
715 lbs
2 Anchors ®0.45' Min. O.C. / UClip, into .125" Alum. (Fig. 4):
WA
WA
WA
WA
WA
WA WA
WA
WA
WA
WA
WA
A71 11-
WA
170 ft,
221 lbs
280 lbs
1 Anchor FClip (FIg. 5):
1951bs
195 the
226 lbs
445 lbs
ll 21bs
1351bs 1401bs
1771bs
3701bs
1871bs
3321bs
5801bs
2 Anchors@l.15"Min.0.CJFCIip(Fq. 6):
2401bs
3501bs
NIA ^^WA
'^ Wn Tuc c�nng lbs
o
WA
WA
WA
WA
WA
3411bs
4421bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR NA1 TERN AND ANCHOR
FIGURE 1:
17
FiGHRF 2•
FIGURE 3:
Ile 0 0 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
'MENT FORMULA:
(DP_) X ( ANCHOR CAP.,",,,.,B, ) =ANCHOR CAR,o
\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.
Mill=
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1.000" f--
FIGURE 3:
Ile 0 0 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
'MENT FORMULA:
(DP_) X ( ANCHOR CAP.,",,,.,B, ) =ANCHOR CAR,o
\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.
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.
2.0
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
.125"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
MINIMUM OF
r
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
VX 2" X .125" MULLION
LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
.125'
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
0
I-
d
R
PRODUCT REVISED
as complying with the Florilb
Building Code
Acceptance No Uo'02)8'd�I
Ex,
?im1i n DaleMa Product
LYNN
i
rfl7U5
N0.'
LL
�It
A. LYNNI 'Y'�k ER, r.E.
FL P.E.# 58705
TABLE 2A
Anchor Ca acI
2.7k Concrete 3.5k Cenc.
5/16" Elco
' Elco Ullrecon 1l4' Elco Ullrecon Ullracon
Table(lbs)
3/16' Elco Ulimcon
Hollow CMU
1/4" Elco Ullmcon
1/4" SS Elco 5/16' Elco
AggreGetor Ulbacon
Filled GMU
1/4' SS Elco
AgPeGalor
PT Wood
910 Steel 912 Steel
Screw (G5) Screw (G5)
Metal
912 Steel
Screw (G5)
Anchor Cllp Patterns
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
2-1/Y
3-1/fi`
1"
Mullion Capacity
Table Ibslftr
2-1/2'
Y
8-118"
2'
0.48`
0.54"
0.324"
Edge Distance 0
2-1/Y
1"
Y
1-7/4"
1-1/4"
1.1/4'
1 X 2 x.376
Alum.Tube
Mullion
Rectangular
Loading
V1qSiG
170.0
501n
VG4O(5[� GPCJ
620
Traprl-riarg.
Loading
a�LdS pyCGy..l
1700
1360
114.8
93.3
66.9
57.4
49.6
37.9
32.0
28.8
aV5ZS55L� ,BoGtIyYJpL.$
435
419
379
336
276
252
230
196
177
788
Rectangular
Loading
86.4
71.2
51.9
44.8
39.0
30.0
25.5
23.8
6
456
400
324
294
268
225
202
782
In
Tra /Tang.
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99.9
80.9
57.5
49.2
42.4
32.2
27.2
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is
371
328
270
246
225
191
173
785
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aS^,1C),
129.7
88.9
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21.9
20.2
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662
507
458
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294
268
225
202
192
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TaPUM9
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S
170.0
708.7
90.5
72.7
51.2
43.6
37.5
28.4
23.9
22.0
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606
403
364
322
264
241
221
188
170
162
(for
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.
aiits. �^CyGq.,
135
76.0
84.8
53.4
38.9
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17.7
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80
.
VLQry8aC BGICJPL�
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324
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268
225
202
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1026
84.8
67.3
46.9
39.8
34.1
25.6
21.5
19.7
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VLQq8C, jG�
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8
399
360
318
260
237
276
185
167
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millions)
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100.9
67.6
57.6
47.5
34.6
29.9
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901n
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ry
O
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SL
U
S
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889G
99.6
81.3
64.0
43.9
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31.6
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18.1
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Q
V{j�51GI79L�
397
357
315
257
234
215
182
165
157
(for
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F
S
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67.8
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356
314
255
232
212
180
163
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mullions)
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aOgCJ75_pG.q7
50.7
43.2
35.6
26.0
22.4
195
15.0
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11.8
12in
Vt�4qy(56Q�6�BGIQp2L
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324
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80.0
61.8
40.5
33.5
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373
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23019.2
210
177
160
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324
294
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99.0
80.0
67.8
40.5
33.4
27.7
19.6
15.9
14.4
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356
313
253
230
209
176
158
150
Rectangular
Loading
38.0
324
26.7
19.5
16.8
14.6
11.3
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8.9
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6_GI12CQL6� 0
507
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400
324
284
268
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202
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a=1T!Ca
98.0
80.0
61.8
40.5
33.4
27.7
18.6
15.8
14.2
daVLQ�ryCfirAg
7B9GCI7-
YpL $
396
356
313
253
230
209
We
158
750
C
J661n
f
421n
461n
121.6 507
103.7 456
85.4 400
50.6251n
541n
601n
62.3 324
53.8 294
46.8 260
36.0 225
30.6 202
26.3 192
63 in
3W lbs
721n
76 in
781n
N/A
WA
682 lbs
885 lbs
1120 Ills
4 Anchors @ 3° Min. O.C. I (2) 2x5 Angle Clips / (Fig.1bs
780 lbs
680 III
15601bs
1896 fibs
540 lbs
560 lbs
WA
7601bs
7981bs
860 Ibs
1892 Ibs
NIA
715 lbs
2 Anchors 0.45" Min. O.C. / ULlip, Into .125° Alum. (Fig.
WA
WA
WA
NIA
WA
WA
N/A
N/A
WA
WA
WA
WA
221 Ibs
280 Ins
1 Anchor I FL71p (Fig.195
lbs
90 in
18.5
144
19.0
128
15.4
744
16.1
726
3321bs
4731hs
170 lbs
2 Anchors @� 1.15" Min. O.C./ F-Ulp (Fig. 6):
240 IDs
350 IDS
WA
WA
NIA WA 190 Ibs
N/A
N/A
WA
WA
341 Ibs
4421b5
5601bs
95 In
15.2
127
1 15.6
113
TABLE 2B
Substrate:
Anchor Ty"Ibs2LI
Anchor Ca acI
2.7k Concrete 3.5k Cenc.
5/16" Elco
' Elco Ullrecon 1l4' Elco Ullrecon Ullracon
Table(lbs)
3/16' Elco Ulimcon
Hollow CMU
1/4" Elco Ullmcon
1/4" SS Elco 5/16' Elco
AggreGetor Ulbacon
Filled GMU
1/4' SS Elco
AgPeGalor
PT Wood
910 Steel 912 Steel
Screw (G5) Screw (G5)
Metal
912 Steel
Screw (G5)
Anchor Cllp Patterns
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
2-1/Y
3-1/fi`
1"
2-112"
1"
2-1/2'
Y
8-118"
2'
0.48`
0.54"
0.324"
Edge Distance 0
2-1/Y
1"
Y
1-7/4"
1-1/4"
1.1/4'
1-1/4'
14141"
1.114"
2'
1-3/8'
"a"
lades
Embedment (in):4'
1-314'
1-314"
IaV
280 lbs
3541be
NO be
374 IN
6841bs
9481bs
341 IN
442 lbs
5601bs
2 Anchors ® 4.75" Min. O.C. / Standard or Offset Clip (Fig.lbs
39D lbs
450 lbs
890 lbs
1644 We
270 Ras
682 lbs
8851bs
1120 lbs
4 Anchors @ 1.15' Min. O.C. / Standard (or &Woo) Clip (Fig.Ibs
700 lbs
NIA
WA
NIA
WA
3W lbs
N/A
N/A
WA
N/A
WA
682 lbs
885 lbs
1120 Ills
4 Anchors @ 3° Min. O.C. I (2) 2x5 Angle Clips / (Fig.1bs
780 lbs
680 III
15601bs
1896 fibs
540 lbs
560 lbs
WA
7601bs
7981bs
860 Ibs
1892 Ibs
NIA
715 lbs
2 Anchors 0.45" Min. O.C. / ULlip, Into .125° Alum. (Fig.
WA
WA
WA
NIA
WA
WA
N/A
N/A
WA
WA
WA
WA
221 Ibs
280 Ins
1 Anchor I FL71p (Fig.195
lbs
1951bs
2251bs
4451bs
V1 'be
1351bs
1401bs
1771Ds
I.
3701bs
1871bs
3321bs
4731hs
170 lbs
2 Anchors @� 1.15" Min. O.C./ F-Ulp (Fig. 6):
240 IDs
350 IDS
WA
WA
NIA WA 190 Ibs
N/A
N/A
WA
WA
341 Ibs
4421b5
5601bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUMUK I'AI 1 tttN AND ANCHOR
FIGURE 1:
111
Fir[ IRF 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE
�5: FIGURE 6:
� LIJJ� • •
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,_ ,.
(DP -)X( )= ANCHOR CAR-
MULLION CAP.,,,",,,.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.
.� 1,000" �--
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2,000"
HOLES TO BE DRILLED IN THE FIELD
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
BE PRESSURE -TREATED
.375"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
VX 2" X.375" MULLION
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.
r'RODUCT REVISBD
as complying with dw Florilk
Build'u1g Code / O2,
Acceptance No
;Ort.. LYNN! .
,
No. 56705I NAL
'.
A. LYNN MILLER, P.E.
FL P.E.# 58705
d'
O
TABLE 3A
Anchor Capacity
2.7k Concrete 3.5k Cone.
5/16" Elco
llracm 1/4' Elco Uilracon
Table Iba
3/16" Elco UlVxon
Hollow CMU
1/4° Elco Ullracon
1/4' SS Elco 5/16" Elco
AggreGelor Ulimcon
Filled CMU
114" SS Elco
AggreGator
PT Wood
#10 Steel #12 Steel
Screw (35) Screw (G5)
Metal
#12 Steel
Screw (G5)
Anchor Clip Pathemaulvecon
1°
2-12"
3 -iia'
1"
Mullion Capacity Table (Ibse)
V
2-1/2'
2"
3'1/8"
2'
0.48'
0.54"
0.324"
Edge Distance (in):2-1f2'
2"
1-1/4"
1.1/4"
1 X 2.75 X
.376 Alum.
Tube
501n
1.114"
601n
2"
701n
Opening Width (for vertically
801n
-spanning
mUlions) or
90
Opening
in
Trap/Tdang.
Loading
170.0
170.0
170.0
145.0
99.5
83.9
71.5
53.3
44.6
40.9
25.7
Height
3�
521
677
747
714
683
631
4B6
499
13
373
355
271
(for
Rectangular
Loading
170.0
136.6
117.4
96.8
70.5
60.9
53.0
40.8
34.7
32.1
20.9
horizontally
1001n
1240
1139
1032
907
735
666
807
510
458
435
327
-spanning
Trapfrdang.
Loading
n
170.0
170.0
170.0
141.1
95.1
79.8
67.6
50.0
41.6
38.1
23.7
521
680
758
710
578
526
491
406
368
351
268
minions)
Rectangular
Loading
148.7
113.9
97.9
80.6
58.8
50.0
44.2
34.0
28.9
26.8
17.4
1201n
1301
1139
1032
907
735
666
607
510
458
435
327
Trap/Tdeng,
Loading
170.0
170.0
170.0
140.0
91.8
75.8
63.4
45.9
37.7
34.4
21.0
521
680
758
709
574
521
478
402
362
344
282
Rectangular
Loading
127.5
97.6
43.5
37.8
28.2
24.8
22.9
14.9
140
`K
1301
1139
T50.4735
666
807
510
456
435
327
in
Trep/Tdang.
Loading
170.0
170.0
170.0
140.0
91.8
75.6
62.7
44.4
36.0
32.6
19.3
`
521
680
758
709
574
521
474
399
359
341
258
Rectangular
Loading
3EgOL
111.5
85.4
73.4
B0.5
44.1
36.1
33.1
25.5
21.7
20.1
160
1301
1139
1072
807
735
666
807
510
458
435
In
Trapfrdeng.
Loading
_C�syFe.
170.0
170.0
170.0
140.0
91.8
75.6
62.7
44.3
35.7
32.2
521
660
758
709
574
521
474
199
358
340
Rectangular
Wading
%CG Nnc F!ii
170.0 820
170.0 708
170.0 747
170.0 797
141.1 735
121.9 868
106.0 607
81.8 510
69.4 458
64.2 435
41.8 327
Trap/Tdeng.
Waling
451
CO �Yy-` �Ld'g4
B.J�'
170.0 435
170.0 524
170.0 583
170.0 812
151.5 625
130.0 570
112.4 522
85.8 443
72.5 400
67.0 381
43.1 290
Rectangular
Loading
'CO': ^ tQj! c'K�
170.0 744
170.0 850
170.0 898
181.3 907
117.6 735
101.6 666
66.3 607
68.0 510
57.8 458
53.5 435
34.8 327
Trep/Tdeng. Rectangular
Wading Loading
B`.7
_?$C,O. cty2 '¢�v@ _?!S c Ld}t
170.0 476 170.0 868
170.0 584 170.0 992
170.0 631 187.8 1032
170.0 891 138.2 907
130.3 611 100.8 735
111.5 557 87.0 666
96.1 511 75.7 607
73.0 434 56.3 510
81.7 392 49.6 458
56.8 373 45.9 435
36.4 285 29.9 327
Trap/Tdarlg. Rectenguler
Loading Loading
iCO yC� L¢gpeG i`•K'J Lig C L¢$bV4iK9g
170.0 508 170.0 092
170.0 630 170.0 1133
148.8 1032
120.9 907
88.2 735
76.2 666
68.2 607
51.0 510
T64.3426
54.1 385 43.4 458
49.8 366 40.1 435
31.8 280 26.1 327
Trap?dang.
Loading
`9i�sY. LQ`V
Y
J3
170.0 519
170.0 661
170.0 723
152.5 720
106.2 590
90.1 538
77.1 493
57.0 419
48.6 -378
44.7 360
28.3 275
Rectangular
Loading
iiMullion
��CO C�c LQ�, `dq
170.0 1116
151.8 1139
130.5 1032
107.5 907
78.4 735
67.7 666
58.9 607
45.4 510
38.6 456
35.7 435
23.2 327
7
f
421n
48 in
50.6251n
54 In
60 in
631n
661n
721n
76 in
781n
90 in
96 in
34.4
287
35.4
257
28.7
287
29.9
252
24.6
287
26.0
246
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
14.4
287
1fi.9
232
715125
2 Anchors @ 0.45' Min. O.C. / U -Clip• Into .125" Alum. (Fig. 4):WA
NIA
WA
WA
WA
WA
108 In
24.2
227
24.7
205
20.2
227
20.8
201
17.3
227
18.0
198
15.1
227
16.0
195
370125
1B71bs
332125
473125
170 lbs
2 Anchors ® 1.15" Min. O.C.1 F -Clip (Fig. 6):
24U lbs
3501bs
WA WA
......
WA NIA 190125
.,Aon r`I ID
WA
WA
WA
NIA
WA
341 lbs
442125
580125
1111n
22.3
215
22.7
194
18.6
215
19.1
191
15.9
215
16.6
188
120 in
17.6
184
17.9
187
TABLE 3B
Substmte.
Anchor Type:WIbS225
Anchor Capacity
2.7k Concrete 3.5k Cone.
5/16" Elco
llracm 1/4' Elco Uilracon
Table Iba
3/16" Elco UlVxon
Hollow CMU
1/4° Elco Ullracon
1/4' SS Elco 5/16" Elco
AggreGelor Ulimcon
Filled CMU
114" SS Elco
AggreGator
PT Wood
#10 Steel #12 Steel
Screw (35) Screw (G5)
Metal
#12 Steel
Screw (G5)
Anchor Clip Pathemaulvecon
1°
2-12"
3 -iia'
1"
2-1f2"
V
2-1/2'
2"
3'1/8"
2'
0.48'
0.54"
0.324"
Edge Distance (in):2-1f2'
2"
1-1/4"
1.1/4"
1-114"
1-114'
1.114"
1-1/4'
2"
1.3/8°
1-3/8"
series
Embedmrnl(in):1-3/4"
1-3/4'
1-3/4"
lbs
1644 lbs
2701bs
280 lbs
354 lbs
7401bs
374125
884125
946125
341 lbs
442125
560 lbs
2 Anchors @, 4.75' Min. O.C. I Standard or Offset Clip (Fig. 1):390
lbs
4501bs
890
WA
WA
682 lbs
885 lbs
1120 lbs
4 Anchors ® 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2):700Ibs
WA
WA
WA
WA
380lbs
WA
WA
WA
Ifs
880125
7892125
682165
685125
1120 125
4 Anchors Q 3" Min. O.C. / (2) 2x5 Angle Gips I (Fig. 3):7801bs
6801bs
15601bs
18961bs
5401bs
560 lbs
WA
760165
74
N/A
715125
2 Anchors @ 0.45' Min. O.C. / U -Clip• Into .125" Alum. (Fig. 4):WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
2211bs
280 lbs
1 Anchor I FLlip(Fig. 5):1951bs
225 lbs
445125
822125
13b III
140125
1771.5
370125
1B71bs
332125
473125
170 lbs
2 Anchors ® 1.15" Min. O.C.1 F -Clip (Fig. 6):
24U lbs
3501bs
WA WA
......
WA NIA 190125
.,Aon r`I ID
WA
WA
WA
NIA
WA
341 lbs
442125
580125
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOK I'AI TERN AND ANCHOR
FIGURE 1:
17
FI(:[ IRF 2•
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
m LIJJ� FF• •
`I ' n""""""'°" ""' ' CIRCLED VALUES ARE USED IN THE LXAMI Lt UN bmtt I w.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.F„"T�
(p )xi....... )=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES: 1.000"
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. 2.750"
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 a375"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED L
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" I
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1" X 2.75"X .375" MULLION
LEAST. 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10  ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
1I
r
r
PRODUCT REVISED
as complying with The Florida
Building Code 6�0.�
Acmplance No 249
J
J
7
III
-yl' fff i
��F.' �\GENSF '•6'`.P
- hIo.58705 ?c -_
�16 Q/ =-
Af ll�tJ���il�l,ER, P.E.
FL P. .# 58705
TABLE 4A
Mullion Capacity
Table IbaHt'
Anchor Capacity
Table
Iba
Substrate:
2.7k Concrete
50 in
Rectangar
Loading
Loadig
.5
170.0
170.0
170.0
170.0
170.0
181.8
740.0
106.8
90.4
83.4
53.7
a
435
524
563
812
701
770
650
552
408
474
301
Loading
170.0
170.0
170.0
170.0
748.5
128.5
170.0
84.8
72.1
68.7
43.4
601n
eTT
744
850
898
958
915
630
757
836
571
542
407
Loading
?
170.0
170.0
170.0
170.0
762.3
136.8
119.8
97.0
76.8
70.8
45.4
a
478
584
631
891
781
894
636
540
488
485
355
naTllY
Loading
0
770.0
170.0
170.0
770.0
125.5
108.5
94.3
72.7
8.
57.1
37.2
70
888
992
1046
1718
615
830
757
638
571
542
407
Opening
in
LoadingLoading
170.0
170.0
170.0
170.0
144.5
123.2
105.9
80.7
61.4
82.1
39.8
Width
508
630
684
754
746
861
624
530
479
456
349
(for
FRecton,
Loa,Tang.
170.0
170.0
770.0
750.7
100.8
94.8
82.5
83.8
54.1
50.0
32.5
Martically-spartning
80
t5 .5o
982
1133
1195
1130
915
830
757
816
571
592
407
in
Loadng
770.0
170.0
170.0
770.0
132.3
112.2
96.1
72.2
80.6
55.7
35.3
519
661
723
803
735
870
614
521
471
449
343
mullions)
Rectangular
Loading
?
170.0
170.0
162.6
133.9
97.8
84.4
73.4
58.5
48.0
44.4
28.9
or
90
1178
1275
1286
1730
915
830
757
838
571
542
407
Opening
in
TrapTag.
Loading
170.0
170.0
170.0
770.0
123.9
104.6
89.1
88.5
55.5
57.0
32.1
Height
521
877
747
637
728
862
808
514
464
442
338
(for
Reclaguer
Loading
170.0
770.0
146.3
120.6
87.9
75.8
88.0
50.8
43.2
40.0
28.0
h0ri2orltaIVSP8m
1001n
1240
1417
1286
1770
615
810
757
636
577
542
407
TpTdang.
Loadin
o
170.0
170.0
170.0
170,0
718.5
89.4
84.2
82.3
51.8
47.5
28.8
rg
521
880
756
856
720
858
800
508
456
437
334
mullions)
Rectangular
Loading
170.0
141.7
121.9
100.5
73.2
63.3
55.0
42.4
38.0
33.3
21.7
12o
8dg'
7488
7477
1286
1730
975
1130
757
836
571
542
4W
in
Loadinc
TWwra�R
c
Oi
170.0
170.0
170.0
170.0
174.4
84.5
79.0
57.2
47.0
42.9
26.1
riet�WPvn' g^AKp.b
g
521
880
758
661
715
846
593
500
451
429
327
Loadng
oERAIv'' ecle
158.7
121.5
104.5
88.7
82.8
54.2
47.2
36.3
30.9
28.6
18.6
1401n
ngu' l'e.$Kr,
1820
1477
1288
1130
815
830
757
836
571
542
407
Loading
.TiW.ffo,_r' al}Jc{ TdeL�g,7g'
170.0
170.0
170.0
170.0
714.4
94.1
78.2
55.3
44.8
40.8
24.1
.ALL. '.
521
680
756
BB1
775
849
591
497
447
425
322
Loading
�.�Ro?'e�c�tangULQ0cul
138.8
106.3
87.4
75.3
54.8
47.4
41.3
31.8
27.0
25.0
18.3
160
a.A�r.
DMulllOnTube
a
1820
7417
7286
1130
915
830
757
816
571
542
407
in
Trep/Tdang
Loading
T5011
170.0
170.0
770.0
170.0
714.4
84.1
78.2
55.2
M.5
40.
23.0
521
880
758
861
715
846
5
49
448
318
1 x 2.76x
.660Alum.
170.0
a
620
708
C
0
f
42 in
481n
170.0
50.6251n
170.0
747
541n
770.0
767
BO In
170.0
685
831n
157.8
830
881n
721n
132.1
101.7
757
636
76 In
88.5
571
781n
80.0
542
801n
52.1
407
2'
1-3/8"
1-3/8°
44.1
320
35.8
356
37.2
314
30.7
358
32.4
309
26.8
358
28.8
304
23.8
358
28.1
300
21.5
358
24.0
288
17.9
358
21.0
289
15.3
358
10.2
284
341 lbs
442 Me
8651
660
1120 Ica
4 Anchors @ 1.15" Min. O.C. I Standard (or OiWI) Clip (Fig. 2):
BB in
42.9
358
WA
WA
WA
380 the
30.8
255
25.1
283
25.9
251
21.5
283
22.5
247
18.8
263
19.9
2nd
18.7
283
78.0
240
75.1
287
18.5
237
71510.5
2 Anchors 0.45" Min. O.C. / U -Glp, into .125" Alum. (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
108 In
30.1
283
170 lbs
221 Ibs
20010.5
1 Anctwr / FLlip (FI9. 5):
28.3
242
23.1
267
23.8
238
19.8
287
20.6
235
17.3
287
78.3
237
15.4
267
76.5
228
WA
WA
1901bs
WA
WA
IFA
1N/A1
341165
442 Ica
560
Ili In
27.8
267
22.3
206
18.3
228
18.8
205
75.7
229
10.2
202
elari4nR
CAPACITY
ADJUS
1201n
22.0
229
TABLE 46
Anchor Capacity
Table
Iba
Substrate:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Melal
5/16" Elco
1/4' SS Eko
5/16' Elco
114" SS Elco
#10 Steel
012 Steel
412 Steel
Anchor Type:
3/16' Elco Ultrecon
114" Eko
Ullracon
3/18" Eko UlVacon
114' Elco
Ullracon
AggreGalor
Ullracon
AggreGalor
Screw (G5)
Screw (G5)
Screw (G5)
Anchor Clip Patterns
Ulbecon
1'
2-12"
2°
3-1/B'
2°
0.98'
0.54"
0.324'
Edge Oislance On):
1"
2.1/2"
1"
2.1/2'
3-118°
1"
2-112"
2'
1-3/8"
1-3/8°
series
Embedlwt(in):
1-3/4"
1-3/4"
1-3/4"
1-3/4"
2"
1-1/4°
1-1/4"
1-114°
1-1/4'
1.114"
1-1/4"
Ica,
2 Anchors�4.75"Min. OCStandard or 011setgip(FIg.1):
390 It
390 lbs
450 lbs
890 Ica
1644 ft
270 lbs
280 be
354 Iba
740 Il
374 lbs
8841bs
0461bs
341 lbs
442 Me
8651
660
1120 Ica
4 Anchors @ 1.15" Min. O.C. I Standard (or OiWI) Clip (Fig. 2):
480 Ica
700 lbs
WA
WA
WA
WA
380 the
WA
WA
WA
WA
WA
BB21bs
68210.5
885 0.s
112010.5
4 Anchors 3' Min. O.C. / (2) 2x5 Angle gips / (Fp. 3):
76010.5
78010.5
6BO Ibs
156010.5
189010.5
54010.5
56010.5
WA
76010.5
74810.5
Be01ta
189210.5
WA
71510.5
2 Anchors 0.45" Min. O.C. / U -Glp, into .125" Alum. (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
47310.5
170 lbs
221 Ibs
20010.5
1 Anctwr / FLlip (FI9. 5):
195 Ica
195 Ica
225 lbs
4451bs
822 Ice
1351111111!
19010.5
17710.5
37010.5
1071ha
33210.5
Ica
WA
WA
1901bs
WA
WA
IFA
1N/A1
341165
442 Ica
560
2 Anchors @ 1.15' Min. O.CI F -Clip (Fig. 6): 24010.5 350 lbs WA WA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1:
Flr;l IRF 2.
FIGURE 3:
Fe F_*
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
9 1111
fMENT FORMULA:
(DP.) X( ANCHOR CAP.,�,,,,a,E\ _ ANCHOR CAP.,.
MULLION CAP.,�"„",E/
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING 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.
VX 2.75"X.650" MULLION
Ci
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 102 �
Expiretion Dale 1
\011.i.,.i
P r
= t`!o.5a705
LJ
10 1,6
LI
' S7 -OF- Al
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 5A
TABLE 5B
Substrate
2.7K Concrete
AnchorCa oral
35k Cone.Hollow
Table lbs
CMU
Filled CMU
PTWood
Meal
Mullion Capacity
Table Ibs7h-
516" Elco
114" SS EK0
5'16" Elco
1/4" SS Elco
410 8ted
#12Sleel
#12 Steel
AnchaType
3/10EIcoUUlacal
114"EIcoUUmcon
1" x 3.125" x
501n
TrWTdang.
-oaLoading
60 in
Rectangular Treprildang.
Loading Loading
Opening Width (for vertically-spemirg millions) or Opening Height (for horizor7telly-spewing mullions)
70 in 80 in 80 in 100 in 120 In
Rectangular TrWTdaW. Rectangar TraplTdang. Rectangular Traprildeng. Rectangular Traprildeng. Rectangular TraidTdang.
Loading Loadng Lading Loading Loading Loafing Loading Loading Loading Loading
7401n
Rectangular Treprrdang.
Loading Loading
160 in
.
Loading Loading
Rectangular TrapRriengLoading
.600"Alum
Tube Mull
ffR%t�gulw
IS
SUM (G5)
Q
a
Ary
k'
Ulllacon
J
.o
O
�
�
aU^
�U
.W
O
J
IS
LUs
2-112
OC
RCJ
QIS
v
U
U
OIS
yL
0.324"
o
,
2.112
42 in
170.0
820
170.0
435
170.0
744
170.0
478
170.0
888
170.0
508
170.0
982
170.0
518
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1486
170.0
521
170.0
1735
170.0
521
154.4
1602
170.0
521
664 IDs
481n
170.0
706
170.0
524
170.0
850
170.0
584
170.0
992
170.0
830
170.0
1133
170.0
861
170.0
1275
170.0
877
170.0
1417
170.0
680
157.7
1577
170.0
650
135.1
1577
170.0
880
118.2
1577
170.0
680
N/A
50.625 In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170,0
684
170.0
1185
170.0
723
170.0
1345
170.0
747
170.0
1484
170.0
75(3
141.7
1495
170.0
756
121.5
1495
170.0
756
108.3
1485
170.0
756
I WA
54 In
170.0
797
170.0
812
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149.5
1401
170.0
656
124.6
1401
170.0
881
108.8
1401
170,0
881
93.4
1401
170.0
861
BO In
170.0
885
170.0
701
170.0
1063
170.0
787
158.5
1168
170.0
878
138.7
1158
187.0
928
123.3
1158
158.5
817
111.0
1156
149.7
810
92.5
1158
144.5
903
79.3
1158
144.5
903
BB.4
1158
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
848
106.5
1049
132.0
638
95.0
1049
125.5
826
78.9
1049
118.3
020
66.5
1049
116.8
818
SB.B
1048
118.9
819
661n
166.8
055
170.0
789
138.0
955
151.3
804
118.1
955
133.7
788
104.2
955
121.4
775
02.6
955
112.6
765
83.4
955
106.4
757
69.5
855
99.8
748
59.8
855
96.7
746
52.1
855
98.7
74
C
721n
128.5
803
134.9
697
107.0
803
114.9
662
91.8
803
101.1
670
80.3
803
81.2
059
71.4
803
83.9
848
84.2
803
78.8
842
53.5
803
72.2
632
45.9
803
89.8
828
40.1
8031
69.7
627
7
78 in
108.2
721
114.1
829
91.0
721
97.0
018
78.0
721
85.1
805
08.3
721
76.5
585
80.7
721
70.1
586
54.0
721
85.4
578
45.5
721
59.4
588
39.0
721
58.8
584
34.1
721
56.1
563
f
781n
101.0
684
105.4
599
84.2
684
89.4
587
72.2
684
76.4
576
63.1
684
70.4
567
56.1
684
64.4
558
50.5
684
59.8
551
42.1
664
54.1
541
36.1
684
51.3
536
31.6
684
50. 6
53-4
901n
&5.8
514
67.9
458
54.8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.6
433
38.5
514
40.5
427
32.9
514
37.3
421
27.4
514
33.0
412
23.5
514
30.4
406
20.6
514
28.0
403
961n
54.2
452
55.7
404
45.2
452
47.0
396
38.7
452
40.9
390
33.9
452
36.4
384
30.1
452
32.9
378
27.1
452
30.3
373
22.6
452
26.0
365
19.4
452
24.2
359
16.9
452
22.8
355
1081n
38.1
357
38.9
322
31.7
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
18.0
293
13.6
357
16.2
287
11.0
357
15.0
283
Ill 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
338
20.8
288
17.5
338
19.0
284
14.6
338
113.5
278
12.5
330
14.6
273
11.0
336
13.6
269
1201n
27.7
289
28.2
263
23.1
289
23.7
258
18.8
289
20.5
258
17.3
289
18.1
252
15.4
289
18.3
249
13.8
289
14.9
248
11.8
289
12.8
240
9.9
260
11.4
230
8.7
289
10.4
232
TABLE 5B
Substrate
2.7K Concrete
AnchorCa oral
35k Cone.Hollow
Table lbs
CMU
Filled CMU
PTWood
Meal
516" Elco
114" SS EK0
5'16" Elco
1/4" SS Elco
410 8ted
#12Sleel
#12 Steel
AnchaType
3/10EIcoUUlacal
114"EIcoUUmcon
&16'EIcoUUmcm
1/4°EKODUmcon
AggeGator
UIIIaca1
AggreGata
SC" (G5)
SUM (G5)
SUM (G5)
Ulllacon
AnehorCllpPettems
1°
2-112
T
3-1/8"
T
048"
0.54'
0.324"
Edge 015larce(In)
1"
2.112
t°
2-11T
3-118'
1' 2 -VT
EmOe Inan n-
13/4"
13'4'
7314°
1314"
2-
1-114" 1-1/4'
1-114'
1-1/4'
1-114'
1-114"
T
1-3'8'
1 -is
vales
2 Anchors ®4.75' Mln O.C. / SIar108m a O6se1 Clip (Flg t)
3901bs
390 IDs
450 IDs
800 IDs
1644 Ibs
2701Ds 2801Dc
354 IDS
740 IDS
374 IDs
664 IDs
94611s
311 IDs
442106
560 IDS
4 Anchors g 1.15° Min O.C. / Standard (a Ofset)Cllp (Flg 27
480105
7001Ds
NIA
WA
N/A
NIA 3801bs
N/A
WA
NIA
WA
WA
682 ros
6851D5
11201D5
4 Arch01s @ 3" Min. O.C.1 (2) W Angle CIIps 1 (Fig 3)
780 IDs
7801bs
680 IDS
1660 IDs
1896 IDS
640 IDS 560 IDS
NIA
760 IDS
74816s
BW IDs
1892 IDS
682 IDS
8851D5
112010s
3Archors@0.45"Min O.C. I U�CIip, Into A,217- Alum.(Fig 4):
N/A
WA
N/A
WA
N/A
NIA WA
N/A
WA
N/A
WA
WA
N/A
WA
1073 IDS
7 Archon/ F -UM (Flg 5j
196 IDS
185105
2251bs
4451D5
8221D6
1351DS 14010s
177 IDS
3701D5
187 IDS
332IDS
473 IDS
VOIDS
2211
2BO IDs
2 Anchors @ 1.15" MIR O.GI FCUp (Flg 4
240 IDS
3501DS
NIA
WA
NIA
NIA 180Ibs
N/A
WA
NIA
WA
I WA
341 IDs
1 442 IDS
550106
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE
STANDARD CLIP.
FIGURE 1:
1i 11 1
Flr:I IRF 9 -
FIGURE
FIGURE 3:
[e * IF* *1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
Nif I I I I • •
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,„„
(DP-) X ( ) =ANCHOR CAP.�a
MULLION CAP.,„o,,.,"„
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 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.
F -1.000"-I
to
N
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptant No �Z)
B iraliOn Dale
By
Mi Dade Product
\�7(7111111I//
/J No. 5£5705
A. LYNOkLER, P.E.
FL P.E.# 58705
0
1-
V
0
TABLE 6A
Mullion Capacity Table (Itis/it")
Opening Width (forvergcaly-sparvirg mullions) or Opening Height (for horizontally -spanning mullions)
50 in so In 701n 801n 901n 100 In 1201n 1401n 180 in
Rectangular TrapRdang. Rectangular Trap/7dang. Rectangular Tra"ang. Rectangular Trsp?riang. Rectangular Trep/Tdeng. Rectangular Trap/rdeng. Rectangular TrepRdang. Rectangular Trep17darlg. Rectangular Tr Loading
1 x 4 x.126 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading
Alum. Tube''''''' .� .�' >u' �' �' F F _ .' .' .'' _
® g� & B& r17 8� di g & 8 2. lid i B g
Mullion {qq ,qqq g g' 1pg qn B y€ q8 B q8 qn �G 1"Q$ JQpQ }qqQ ,��aJ¢¢WQ g FL q$. q�q qn qq 1p o¢Q q �1ppQ. ,q G q' 1poRQ q q S O8 qpj
U U G V ;ry_• U y () (y U y U^ (1 G V V 9s 4V = is.O•L'C_YLCGN - r{y"T y N "" L RR L .O y C. L a NS� 3MA�``�ah���`�a �� d¢ �G a �G a �m m e421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 505 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 1488 170.0 521 145.6 1409 170.0 521 127.6 1489 170.0 521
481n 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 677156.3 1103 170.0 600 1103 170.0 880 111.7 1303 170.0 680 97.7 1301 170.0 680
50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756
64 in 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 858 102.9 1158 170.0 861 882 1158 170.0 881 77.2 1158 170.0 861
601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 702
631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64.8 892 108.0 744 56.7 092 108.0 744
661n 165.4 947 170.0 789 137.6 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 62.7 947 102.2 727 68.9 947 95.1 711 59.1 947 94.0 711 51.7 947 84.0 711
C 721n 115.9 849 142.7 737 113.2 849 121.6 722 87.0 649 106.9 708 84.8 849 96.4 896 75.5 849 88.7 606 67.9 849 82.7 675 58.8 849 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651
761n 115.5 141A
7 665[37102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 1313 48.1 762 62.8 602 41.3 762 59.9 597 36.1 782 59.4 595
7
78 in 108.9 4 634 94.6 621 76.3 724 82.9 609 66.8 724 74.4 699 SB.4 724 88.1 591 53.4 724 63.4 503 44.5 724 57.3 573 38.2 724 64.3 667 33.4 724 53.5 565
901n 89.6 483 60.7 474 46.7 643 52.6 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 54J 39.5 446 29.0 541 34.9 436 24.6 543 32.1 430 21.7 593 30.7 426
88in57.3 427 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 305 23.8 478 28.1 386 20.5 478 25.8 380 17.9 478 24.2 378
108In 40.3 341 34.8 335 28.8 377 30.0 130 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14.4 377 17.1 304 EL
7111n 37.1 323 31A 318 26.5 357 27.6 313 23.2 357 24.4 309 20.8 357 22.0 305 18.5 357 20.1 301 15.4157 17.4 284
120in 29.3 279 25.1 274 21.0 306 21.7 270 18.3 308 19.2 267 16.3 306 17.3 263
144 In 17.0 196
nurunP ceoer^_1ry en.ula'
TABLE 6B
Anchor Capacity
Table(lbs)
Substrate:
2.7k Concrete
3.5k Cana.
Hollow CMU
Filled CMU
PT Wood
Metal
5/16" Eko1/4"
SS Elco
5/16" Elco
114" SS Elco
010 Steel
072 Steel
412 Steel
Anchor Type:j390
6" Elko Ullrecon
114" Eko
Uluacm
1!4" Eko
Ullracon
AggreGetor
Ultrecon
AggreGelor
Screw (G5)
Screw (G5)
Screw (G5)
Anchor Clip PatternsEdge
Ultracon
1"
2-11
2'
3.1/8'2-
048'
0.54"
0.324"EnIbedment(in):14'
Distance pn):°
2-12'
i"
2-12'
3-1/8'"
1-1/4"
1-114'
2"
1�/8'
1J/8'
series
1-314'
1.314"
1-314'
7
j&�n
4'
1-1/4"
1-1/4"
5601bs
2 Anchors @ 4.75' MinOC. I Standard ar Offset Clip (Fig. 182):
Ibs
390 IN
4501bs
BBO lbs
7644 Ibsbs
354 lbs
740 Ibs
374 IN
884 10.s
9481bs
341 Iba
442IN
8851bs
11201bs
4 Anchors 2.25' Min. O.C. I Standard (or Offset) Clip (Fig. 3):
IN
700 lbs
580 IN
1410IN
952 Ibslbs
N/A
6301bs682
Ibs
1770 ins
2240 IN
e Anchors 1.75"Min.O.C.I Slentlard (ar Offset)Clip (Fig. 4):1bs
1400 Ibs
WA
WA
WA
1bs
WA
WA
WA
WA
WA
13631bs
M9 IK,
885 IN
1120 IN
4 Anchors 3' Min. O.C. / (2) 20 Angle pips / (Fig. 5):
IN
780 lbs
6801bs
15801bs
Ism lbs
540 Ibs
5801bs
NIA
7801bs
7481bs
8801bs
18921bs
Ibs
1680 IN
6 Anchors 3" Min. I (2) 2c5 Angle gips / (Fig. 6):
6 A ch O.C.. / (2),
1170 IN
1170 Ibs
1020 IN
23401bs
2844 Ibs
810 Ibs
840 Ibs
WA
11401bs
11221bs
13201bs
28381bs
7022 Ibs
1327
1430 lbs
4 Anc 0.45" Min. O.C. / Into .125"Alum. (FIg. 7):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
347 IN
NIA
4421bs
560 lbs
2 Anchors ® 2.25' Min. 0.01 FClip (Fig. 8):
350lbs
350lbs
2901bs
70516s
4761N
WA
280 IN
WA
315 Ibs
WA
4401bs
1120 lbs
4 Anchors ® 1.15' Min. O.C./ F -Clip (Fig. 9):
_
480 IN; I 700IN WA ^^ WA WA 1er WA 380lbs
- 1 AAInAOn CI IP
WA
WA
WA
NIA
WA
602 IN
mo IN
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA_ITERN ANDANUHUKv.,w,_,w., ,,-..-,,...,,,....-
FIGURE 1- FIGURE 2: FIGURE 3: FIGURE 4:
C1D�C[E V]
FIGURE 8: FIGURE 9:
FIGURE 5: FIGURE 6: FIGURE 7:
•
•
•
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
WENT FORMULA:
(DP.) X ( ANCHOR CAP.,,"., a _ 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 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.
--11.000" �
4.000"
1" X 4" X .125"I
MULLION
125"
x
r
PRODUCTREVISED
as complying with We Florid
Building Code i�0'bZ)a, h
Acceptance No J
,���.. •'� ICE NSF •'.F'Q i
,a 5 705
6 !/
��•. STALE 1
�,COR1p.
11
A. LYNN �AI�LER, P.E.
FL P.E.# 58705
TABLE 7A
Mullion Ca
acity Table (Ibsltt2
Anchor
Capacity
Table Ibe
Substrate:
1 X 4 x .376
Alum. Tube
p "Tn
421n
481n
50.6251n
641n
601n
63 in
66 in
C 721n
J 761n
7
f 761n
901n
961n
1081n
Ill In
1201n
501n
Rectangular
Loading
a x
p L
LG Q KV
170.0 620
170.0 708
170.0 747
170.0 797
170.0 885
170.0 930
170.0 974
170.0 7083
Traprfdang.
Loading
F
6 6L
G
-2 G Q K
170.0 435
170.0 524
170.0 563
170.0 612
170.0 701
170.0 745
170.0 769
170.0 878
170.0 937
170.0 987
111.5 750
91.5 663
63.9 530
68.8 503
46.4 433
601n
Rectangular
Loafing
a s
6 O.L
a6 Q K
170.0 744
770.0 850
170.0 896
170.0 956
170.0 1063
170.0 1116
170.0 1169
170.0 1275
149.6 1164
118.4 1124
90.1 844
74.2 742
52.1 586
48.0 555
38.0 475
Trap?dang.
Loatling
s
6
OLLO
g3
-2 LG
170.0
770.0
170.0
170.0
170.0
170.0
170.0
170.0
159.4
147.0
94.3
77.2
53.6
49.5
39.0
L
�G
Q K
478
584
831
691
797
850
903
1009
1013
665
736
652
521
495
426
701n
Rectangular
Loading
L
�GaG
-2 G Q K
170.0 886
170.0 992
770.0 1048
170.0 1116
170.0 1240
170.0 1302
170.0 1364
150,8 1320
128.2 1184
118.6 1124
77.2 844
63.6 742
44.7 586
41.2 555
32.6 475
Opening Width
Traprildang.
Loading
a
1L
LG Q IG
170.0 606
170.0 830
170.0 884
170.0 754
170.0 676
170.0 940
170.0 1002
786.2 1101
139.8 994
12 8.0 947
82.1 724
67.2 641
46.6 513
42.9 487
37.7 420
(for vertically
801n
Rectangular
Loading
L
�BGG
-L G Q K
170,0 992
170.0 1133
170.0 1195
170.0 1275
170.0 1417
170.0 1468
160.6 1472
172.0 1720
112.2 1184
703.6 1124
67.6 844
55.7 742
39.1 586
36.0 655
28.5 475
-sparring
TraprTdang.
Loading
a
G Q
170.0 519
170.0 661
770.0 723
170.0 803
170.0 944
170.0 1015
170.0 1086
149.9 1082
125.7 978
115.8 831
73.3 712
59.6 631
41.4 505
38.0 480
29.8 414
mullions) or
901n
Rectangular
Loading
r p
6
aa.�
a Q K�4ji
G
170.0 1116
770.0 1276
170.0 1345
170.0 1434
170.0 1594
166.7 1542
142.8 1472
117.3 1320
99.7 1784
82.1 1124
60.1 844
49.5 742
34.8 586
32.0 555
25.3 475
Opening Height (for horizontally
100
Trap/Tdang. Rectangular
Loading 'Loading
a r r
aG ar`{{y,..
-i G
170.0 521 170.0 1240
0 1417
170.0 0.0 1494
170.0 0.0 1594
170.0 5.5 1619
170.0 1.0 7542
168.8 8.5 1472
170.0 677 170131.3
137.8 05.6 1320
115.3 9.8 1184
105.8 3.0 1124
66.5 4.0 8M
54.1 4.5 742
37.3 1.J 566
34.2 473 26.8 555
26.8 409 22.8 475
-spanning
in
Trap/Tdang.
Loading
r r
170.0 521
170.0 680
170.0 756
170.0 856
170.0 1033
170.0 1122
158.6 1130
126.8 1049
107.5 952
98.5 906
61.4 693
49.8 614
34.2 492
31.3 467
24.5 404
mullions)
1201n
Rectangular
Loading
q
O LOOOyLv_ �u
-2 iGS
170.0 1408
170.0 1700
170.0 1793
159.9 1799
129.6 1879
117.5 1542
107.1 1472
88.0 1320
74.8 1184
89.2 7124
45.0 844
37.1 742
28.7 5116
24.0 555
19.0 475
Traprrriang.
Loading
q ^
170.0 521
170.0 880
170.0 768
170.0 861
770.0 1063
180.5 1158
147.8 1108
117.0 1024
97.6 935
89.0 890
54.2 678
43.6 600
29.6 461
27.1 457
21.1 395
140
Rectangular
Loading
Y� y
q
1Mullion
170.0 1735
170.0 7983
158.0 1878
137.1 1799
171.0 1619
100.7 1542
91.8 1472
75.4 1320
64.1 1184
59.3 1124
38.6 844
31.8 742
22.3 58(1
20.6 555
18.3 475
in
Traprrdang.FReolan'W
Loading
qV q� NG
170.0 521
170.0 880
170.0 756
170.0 861
170.0 1063
167.9 1157
146.0 1104
112.6 1013
83.1 827
84.3 BB1
50.0 666
39.8 590
26.8 472
24.3 448
18.7 367
1801n
170.0 1883
157.8 2024
136.5 1818
120.0 1799
97.2 1679
88.1 1542
60.3 1472
88.0 1320
56.1 1164
51.9 1124
33.8 844
27.8 742
18.5 586
18.0 555
14.J 475
TmpRdeng.
Loading
Al
170.0 527
170.0 660
170.0 756
170.0 881
170.0 7063
787.9 1757
146.0 1104
112.5 7072
92.3 925
83.2 878
47.7 662
37.5 584
24.7 466
22.4 442
17.2 381
170.0 1122
166.7 1124
108.1 844
89.1 742
62.6 566
57.6 555
45.6 475
1/4" SS Elco
1441n
26.4
330
26.7
305
1 22.0
1 330
22.4
307
1 18.9
1 330
1 19.3
287
1 16.5
330
17.0
293
Screw (G5)Anchor
Clip PattemaEdge
Ultracon3/16"
2-1/2°
1'
2-12"
2'
3.1/6"
2'
0.40"Embedment
Distance (in):2-12'
TABLE 7B
Anchor
Capacity
Table Ibe
Substrate:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
6/16' Elco
1/4" SS Elco
5/16' Elco
1/4" SS Elco
910 Steel
912 Steel
1/12 Steel
Anchor Type:q3116Elcolco
Ullracon
1/4" Elco
Ultrecon
Elco
Ultrw n
1/4" Elco
Ullracm
A99MGalar
Macon
A9BreGalor
Screw (G5)Anchor
Clip PattemaEdge
Ultracon3/16"
2-1/2°
1'
2-12"
2'
3.1/6"
2'
0.40"Embedment
Distance (in):2-12'
/'
2-12"
3-1/8'
1'
(in):1.3/4"
1-3/4"
1-3/4"
2'
1-1/4"
1-1/4"
1-1/4'
1-1/4"
1-1/4"
1-1/4'2
Anchors @ 4.75Min. O.C. / Standard or Offset Clip (Fig. 182)3901bs
4501bs
690lbs
7844 Ibs
270 lbs
280lbs
354 lbs
7401bs
374 lbs
6641b4
Anchors @ 2.25" Min. O.C. / Standard (orOffset) Clip (Fp. J):7001bs
580 lbs
1410 lbs
9521bs
WA
560lbs
WA
6301bs
WA
8801b8
Anchors @ 1.18' Min. O.C. / Standard (or Offset) Clip (Fig. 4)14001bs
WA
WA
WA
WA
7601bs
WA
WA4
Anchors G 3' Min.OC. / (2)2.5 Angle Clips / (Fig. 5):
780 Ica
6801bs
15601bs
1896Ibs
540 lbs
6W lbs
WA
7601bs8
Anchors 3' Min. O.C. I (2) 2z5 Angle Clips I (Fp. 8):
11701bs
1020 Ibs
2340Ibs4
1430 lbs
Anchors @ 0.45" Min. O.C. / UClip, into.125"Alum. (Fig. 7):N/A
WA
N/A
WA
WA
WA
N/A
WA
WA
WA
WA
WA
NIA
lbs
560 lbs
2 Anchors 2.25" Min. G.CI FCBD (Fig. B):
3501bs
350 b;
29U lbs
705 lbs
478 lbs
NIA
280 lbs
WA
315lbs
WA
4401bs
WA
341 Ids
442
Ica
4 Anchors 1.15' Min. O.CJ FCIIp (Fig. 9):
_ _
480Ibs 7001b5
__
WA WA
..,
WA WA 380 'be
c or e. n on ri to
WA
WA
WA
WA
WA
682 lbs
B&51bs
1120
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I I tnN ANU AINUMU1
FIGURE 1- FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8:
I�JQIJ�I�IC'
FIGURE 5: FIGURE 6: FIGURE 7:
El I
• •
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,,,,,.„,
(DP„) X (MULLION
=ANCHOR CAP.,
MULLION CAP.,,"„,",E
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
•
•
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 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 1.062" j-- --1 1.000"
5"
1" X 4" X .375" I VX 4"X .375"
"T" -MULLION MULLION
r
O
O
PRODUCT REVISED
as complying with lite Florida
Building Code O2,1Q
Ac«plance No 16 -
Bxoitation Date,
\yNN fv/(/��i�i
6 /u
%�f��•... �(O..... ••�.9,�
A. LS NNIMILLE!k P.E.
FL P.E.# 58705
I ABLE 6A
AnchorCa achy
Table lbs
Subslmle
2.7k Wncrde
35k Carle.
Hollow CMU
FBIatl CMU§#10SteEl
Metal
515 Elco
Mullion
Capacity
Table IbstR2
114' SS Elco2
Steel
Anchor Type
3/1 S" Elco UOmc on
1/4'ElcoU%nacon
3'16' Elco U9racon
114' EIcoUBracon
AggeGator
U6racm
A99MG31"
1.26" %
3.188" x .266" Alumqqpqpqqy�qyT-2
Mull
50 in
Rectangular Trap/rdang.
Loading Loading
pL 6 GL
'2 jGr
`2 LG Q
601n
Rectangular TmplTrlang.
Loading Loading
6 GL O 6L
ciCti
SLG 6¢ SLG QK
Opening Width (forverfically-sparring
701n 60 in
Rectangular Trap/rdang. Rectangular Trep/rdang,,,
Loading Loafing Loading Loading
y ppq qqq
6 O� 6 OL 4�
r9 lie cR g S 8
L O L'IS
SLG Q( '2G QK cG c 6
mullions) or Opening Height
90 in
Rectangular Trop/7rlang.hRectangular
Loading Loadinging
6 4L 6 6L2.
S � � C5 S
L'' 9L
SLG QKVV �2G QK
(for horizontally -span rling mullions)
100 in 1201n
TreplTdang. FRectangular Trap/Mang.
Loading Loading
'p6 ,/ oq q.,p.qqu .y.
6 2. O 6L
� 'e d � ci oci � e
G
QK Q
1401n
Rectangular TreplrNang.FRectwgular
Loading Loading
qe up .y,�qV6
6 6L 4 G�
d c9eis
q
G G
Q
160 in
Trap"rdang.
Loading
1Tube
ci'8Z�O
`l Q
421n
48 in
50.6251n
170.0
170.0
170.0
QR'
620
706
747
170.0
170.0
170.0
435
524
563
170.0
170.0
170.0
744
650
898
170.0
170.0
170.0
478
584
831
170.0
170.0
170.0
868
992
1046
170.0
170.0
170.0
506
630
684
170.0
170.0
170.0
992
1133
1195
170.0
170.0
170.0
519
Set
723
170.0
170.0
170.0
1118
1275
1345
170.0
170.0
170.0
521
677
747
170.0
170.0
187.0
1240
1417
1468
170.0
170.0
170.0
521
680
756
170.0
154.8
139.2
1488
1648
1468
170.0
170.0
170.0
521
680
756
170.0
132.7
119.3
1735
1548
1468
170.0
170.0
170.0
521
680
756
151.6
116.1
104.4
1769
1548
1468
170.0
170.0
170.0
521
680
756
T
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
163.1
1376
170.0
837
146.8
1376
170.0
856
122.3
1376
170.0
861
104.8
1376
170.0
861
91.7
137fi
170.0
881
680106
601n
63 In
170.0
170.0
885
930
170.0
170.0
701
745
170.0
160.1
1063
1051
170.0
170.0
797
850
158.9
137.2
1158
1051
170.0
155.9
678
862
139.0
120.1
1158
1051
167.4
142.0
930
848
123.6
106.7
1158
1051
156.8
172.3
919
837
111.2
98.1
1158
1051
150.0
125.7
912
630
92.7
80.1
1158
1051
144.8
119.5
805
822
79.4
88.6
1158
1051
144.8
119.1
905
821
89.5
80.0
1158
1051
144.8
119.1
805
821
C
J
F101.2
66 in
721n
167.1
128.7
957
804
722
685
515
170.0
135.2
114.4
105.6
68.0
789
698
630
600
457
139.3
107.3
91.2
84.4
54.9
957
604
722
685
515
151.6
115.2
97.2
89.6
57.5
805
684
818
588
449
119.4
91.9
78.2
72.3
47.1
957
804
722
685
515
134.0
101.3
85.3
78.5
50.1
790
671
608
577
441
104.4
80.4
66.4
63.3
41.2
957
804
722
685
515
121.6
91.4
78.7
70.5
44.7
777
660
586
568
434
92.8
71.5
60.8
56.2
56.6
957
804
722
685
515
112.8
84.1
70.3
64.5
40.6
767
650
588
560
428
83.6
64.4
54.7
50.6
33.0
957
804
722
685
515
106.6
78.8
85.5
60.1
77.4
759
643
580
55S
422
69.8
53.6
45.8
42.2
27.5
957
804
722
8B5
515
100.0
72.3
59.5
54.3
73.1
750
633
570
543
413
59.7
46.0
39.1
36.2
23.5
957
804
722
6B5
515
98.9
68.9
56.7
61.4
30.5
748
629
565
637
407
52.2
40.2
34.2
31.6
20.6
957
804
722
685
515
98.9
69.8
58.2
50.765.9
29.1
748
828
564
536
404
L76ln109.4
54.3
453
55.8
404
45.3
453
47.1
397
38.8
453
41.0
301
33.8
453
36.4
385
30.2
453
33.0
379
27.2
453
30.4
374
22.6
453
26.6
366
19.4
453
24.3
360
17.0
453
22.9
356
38.1
358
39.0
323
31.8
358
32.8
318
27.2
358
28.4
313
23.8
358
25.2
308
21.2
358
22.7
304
19.1
358
20.8
300
15.9
358
16.0
293
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
1201n
27.8
290
28.3
264
23.2
290
23.8
t 260
19.9
290
20.6
256
17.4
253
15.4
290
16.4
249
_!90_[M2
1441n
16.1
201
16.3
186
I ACLC OG
AnchorCa achy
Table lbs
Subslmle
2.7k Wncrde
35k Carle.
Hollow CMU
FBIatl CMU§#10SteEl
Metal
515 Elco
1/4' SS Eko
515 Eko
114' SS Elco2
Steel
Anchor Type
3/1 S" Elco UOmc on
1/4'ElcoU%nacon
3'16' Elco U9racon
114' EIcoUBracon
AggeGator
U6racm
A99MG31"
W#12Stml
e"05)
AnehorCllp Pattema
Ullracon
2
Edge nslance(Inj
1"2-112
1"
2-1/2'
3118'
P
2-11T
1^
2-1/2
2
3-118"
.324"Emhedinalt
n
13/4"
13/4'
13/4'
13'4"
2'
1-114"
1-114'
1-114"
1414'
14/4"
1-1/4'
T
_T421Ds
lades
2 Anchors ®4.75' MIn O.C. / Standard or 085et Cllp (Flg. tj
3B0IDS
391 IDs
410 In
�0 In
1644 In
270In
2801¢6
354 In
7401¢6
374 In
664 IW
0461¢6
341 IDS
560106
4 Anchors ®1.15' MIn O.C. / Standard (or Oflsel)Clip 099 2j
4801¢6
7001bb
NIA
WA
NIA
NIA
380 In
NIA
WA
NIA
WA
WA
6112 In
885 0s
11201¢6
4 Anchors ® 31 Min. O.C. / (2) 2x5 Angle Clips / (1`10 3)
780106
7801W
680106
150D In
IN611Is
540 In
560"
NIA
760116
748 IDS
880116
1892 Bs
682106
685 IDS
1120105
4 Anchors @0.45"MIn.O.C./ UCIIp, Into.125 Alum. (Fig 4j
N/A
WA
NIA
WA
NIA
N/A
WA
NIA
WA
N/A
WA
WA
NIA
WA
1430106
1 Anchor/ FClip 09 5):
1951M
105 In
225 In
445106
8221bs
1351bs
140106
1771Ds
3701¢5
1B71Ds1
332Ibs
473 W6
170 IDS
221 26
280 In
2 Anchors ®1.15 M111O.CI FCllp (Flg. 6k
240 In
3501¢6
NIA
WA N/A NIA 1B0Ibs
NIA
WA
NIA
WA
WA
3411¢5
4421hs
5601¢6
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI l LKN ANU ANUHUrc VALULJ AO i mC
FIGURE 1:
FN;I IRF 2•
FIGURE 3:
ANGLE
CLIP MUST
Fe r BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
D CLIK
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X( 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.
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 8 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.25"X 3.188'X.265- MULLION
(1-1/4" VF MULLION)
0
r
PRODUCT REVISED
as complying with the Pludda
Building Code �(o"C21S.03
Acceptance No
Expireti0n Date .F 6v'1.�
By
Miami do Product
1I1 I u 1111,
No.58r)b
i\IL O'
A. LYNN MILAR, P.E.
FL P.E.# 58705
TABLE 9A
Anchor Capacity Table (lbs)
SWslmte:
2.7k Concrete
3.51, Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
5/18" Elco
1/4" SS Elco
5/16" Elco
1/4' SS Elco
#10 Steel
#12 Steel
#12 Steel
3/16' El41bS225
1/4" Elm
Ultmcon
3/16' Elco Ultracon
114" Elco
Mullion Capacity
Table (Ibsl}t2)
Ullma n
AggreGator
Screw (G5)
Screw (G5)
Screw (65)
Anchor Type:
UBmcon
Anchor
LjEdge
Opening Width (for vertcally-spanning mullions) or Opening Height (for horizonteiy-spanning mullions)
2-1/2'
1"
2°
2"
3-1/B"
2°
0.48"
0.54"
0.324"
Dislenwe (in):
1"
50 in
1"
2-1/2'
601n
1"
70 In
80 in
90 in
jClIpPatterns
Embedment (in):
100 In
- 120 in
2"
1-1/4"
140 in
1-114'14'
160 In
1-1/4"
2"
Rectangular
TreprTdang-
Rectangular
Trep/Tderg.
Rectangular
TmpTdanB.
RectangularTrap/Tdang.
890 lbs
Rectangular
Tmprrdang.
Rectangular
Traprrdang.
Rectangular
Tmpr7darg.
Loadn9
Rectangular
Loading
Trap/7rlang.
Loading
Rectangular
Loading
Tmp/Tdang.
Loading
1.26%3.26
Loading
Loading
Loading
Loading
Loading
Loaang
Loafing
Loading
Loading
Loadng
Loading
Loading
Loading
1120
11201bs
4Anchors Q 3' Min. O.C. / (2) 2x5 Angle pips I (Fig. 3):
7801be6801bs
X.1100
100
n
1660 lbs
P
P
P
WA1bs
E
7461bs
860 lbs
18921bs
082 lbs
BBS lbs
P
P
Etj
WA
n
XBE
WA
�.
N/A
WA
WA
WA
WA
WA
950 HIS
2801bS
1 Anchor / FLIiD (Fig. 5):
195 Re2251ba
445 lbs
822 lbs
135 lbs
e
177 lbs
flB8cUB
187 lbs
332 lbs
4731bs
770 lbs
221 lbs
K
KB
350 los
WA
WA
NIA
WA
1601bs
WA
NIA
WA
WA
WA
311 lbs
442 lbs
5601bs
B
a
a
TV
71
620
170.0
435
170.0
744
170.0
478
170.0
868
1700
508
170.0
992
170.0
519
170.0
1116
170.0
521
153.3
1116
170.0
1710
170.0
521
109.5
1110
170.0
521
95.8
1118
170.0
521
170.0
978
170.0
830
146.7
978
170.0
661
130.4
978
170.0
677
117.3
978
170.0
978
170.0
680
83.8
978
170.0
680
73.3
978
170.0
680
170.0
708
170.0
524
170.0
850
170.0
561
167.6
927
159.1
699
1055
927
1563
696
879
927
156.3
695
75.4
827
156.3
895
65.9
927
758.7
885
in
170.0
Wj
747
170.0
563
170.0
896
170.0
671
150.7
927
170.0
684
131.9
927
166.5
708
117.2
652
66.2
869
126.6
652
57.9
889
128.8
852
170.0
797
170.0
612
154.5
869
170.0
691
132.5
869
163.9
683
715.8
888
141.8
669
103.0
869
134.0
660
92.7
869
729.8
654
77.7
869
128.0
620
102.3
746
117.8
608
88.5
746
107.8
599
79.6
746
101.0
592
71.6
746
96.6
587
59.7
746
93.3
583
51.2
746
93.3
583
44.8
74697.3
583
143.2
746
153.8
634
132.3
68.7
677
85.2
539
61.9
677
61.0
534
51.6
677
77.0
529
44.2
671
76.7
529
38.7
677
76.7
529
123.7
677
132.0
579
117.2
566
88.4
877
100.4
555
71.3
677
91.4
546
617
83.7
482
33.8
617
83.7
482
107.8
617
114.7
5]0
97.6
519
16.9
617
86.3
509
67.3
617
78.3
600
59.8
617
72.6
494
63.8
617
68.7489
44.8
817
84.1
483
38.4
59.2
518
65.2
432
51.8
518
58.8
425
46.1
518
54.2
419
41.4
518
50.7
414
34.5
518
46.6
408
28.8
518
45.0
405
25.9
518
d5.0
405
82.9
518
87.1
450
&0366
74.2
440
384
39.2
465
45.3
378
35.2
465
42.2
374
28.4
46538.3
367
25.2
465
36.5
384
22.0
485
38.2
383
ZZ
70.5
465
73.7
406
62.6
398
50.3
465
54.9
390
44.1
465
49.4
441
34.9
349
23.3
441
33.1
346
20.4
441
32.7
315
76 N
85.2
441
68.0
387
1
57.7
379
48.6
441
50.6
372
40.8
441
45.4
386
36.2
441
41.6
360
32.6
441
38.7
356
21.2
284
28.5
332
26.8
280
23.8
732
28.1
278
21.2
332
24.1
272
17.7
332
21.7
288
15.2
332
19.6
262
17.3
332
18.7
260
901n
42.4
332
43.6
295
37.0
288
30.3
332
32.3
21.9
291
23.6
248
19.4
281
21.3
244
17.5
291
19.5
2d1
11.6
291
17.1
236
12.5
291
75.8
232
96 in
35.0
291
35.9
260
1
30.3
258
25.0
291
26.4
252
108 in
24.6
230
25.1
206
20.5
230
21.1
205
17.5
230
18.3
201
15.4
230
16.2
190
111 in
22.6
218
23.1
187
18.9
218
19.4
191
16.2
218
16.8
191
14.1
218
14.9
188
120 in
17.9
187
18.2
770
14.9
187
15.3
167
TABLE 9B
Anchor Capacity Table (lbs)
SWslmte:
2.7k Concrete
3.51, Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
5/18" Elco
1/4" SS Elco
5/16" Elco
1/4' SS Elco
#10 Steel
#12 Steel
#12 Steel
3/16' El41bS225
1/4" Elm
Ultmcon
3/16' Elco Ultracon
114" Elco
Ullmcon
AggreGetor
Ullma n
AggreGator
Screw (G5)
Screw (G5)
Screw (65)
Anchor Type:
UBmcon
Anchor
LjEdge
2-1/2'
1"
2°
2"
3-1/B"
2°
0.48"
0.54"
0.324"
Dislenwe (in):
1"
1"
2-1/2'
3.118"
1"
jClIpPatterns
Embedment (in):
7-3/4'1-3/4'
1�/4"
2"
1-1/4"
1-1/4"
1-114'14'
1-114'
1-1/4"
2"
1-3/8"
17/8"
ledes
2 Anchors 4.75' Min. O.C. / Standard w Offset Clip (Fig. 1):
39D lbs501bs
890 lbs
1844 lbs
270 lbs
2BO lbs
354 lbjF7
lbs
3741Ds
684lbs
9481hs
341 lbs
4421bs
5801bs
lbs
4 Anchors @ I-IV Min. O.C. / Standard (or Offset) pip (Fig. 2):
480 lbsWA
WA
N/A
WA
380 Its
WAA8851bs
1120
11201bs
4Anchors Q 3' Min. O.C. / (2) 2x5 Angle pips I (Fig. 3):
7801be6801bs
1660 lbs
1896 lbs
540 lbs
5601bs
WA1bs
7461bs
860 lbs
18921bs
082 lbs
BBS lbs
3 Anchors 0.54" Min. O.C. / ULlip, Into .100" Alum. (Fig. 4):
WAWA
WA
NIA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
950 HIS
2801bS
1 Anchor / FLIiD (Fig. 5):
195 Re2251ba
445 lbs
822 lbs
135 lbs
140 lbs
177 lbs
3701bs
187 lbs
332 lbs
4731bs
770 lbs
221 lbs
2 Anchors 8 1.15- min. O.0 ./ F-00 (Fig. 6):
240 Ibs
350 los
WA
WA
NIA
WA
1601bs
WA
NIA
WA
WA
WA
311 lbs
442 lbs
5601bs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
I
BEU USED
• • IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
nee
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DIP ) X( 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.
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 .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 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 16-8 S.S. OR 410 S.S.
1.25" X 3.25" X .100"
MULLION
100"
O
H
mRDUCr REVISED
as complying with the Florida
Building Codc 1(�-02)b.0�
Acmplance No
Exvimlion Dale - a -I ■ a 0
No. 58705 -
a'N`
/'. SIP A
., _1,UhJ!,L ,
A. LYNN MILLE♦�, P.E.
FL P.E.# 58705
TABLE 10A --
I- Mullion Capacity Table Qbsllta)
126 x 325
x.624
50
Rectangular
Loading
in
TrapQiang
Loading
60
Rectangular
Loading
in
Trap/rdang.
Loading
70
Rectangular
Loading
Opening Width (for vertically
in 80
Traprrdang
Loading
-spanning
in
Trop4deng.
Loading
mullions) or
90
Rectangular
Loading
Opening Height
in
g
Loading
Tra' p/rdauc„a„n
(lorhorizodallyspenning
100
ectangv;au'larQ
Loading
R'
mullions)
in 120
rap4dang.v Rectangularul
Loaing Lowng
asrv
in
alJfda=v`ong
Loading
140
Loading
RectangularEangutulere'vr.
in
ap4dao�ng.'
Loading
160
Loading
in
Loading
.6`i'raplrriatng
AlumT
42 in
170.0
620
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
149.1
137.6
88.7
72.8
50.8
46.7
S
435
524
563
612
701
745
789
078
822
783
596
527
421
400
170.0
170.0
170.0
170.0
170.0
170.0
170.0
139.9
[41.4
.�
744
850
896
956
1063
1116
1169
1049
%1
894
671
590
466
441
'
170.0
170.0
170.0
170.0
170.0
170.0
170.0
150.2
126.8
116.9
74.9
61.4
428
39.3
476
504
631
691
797
850
9o3
892
005
767
5115
516
414
393
170.0
170.0
170.0
170.0
170.0
170.0
155.6
119.9
101.9
%.3
61A
50.6
35.5
32.7
�Mulllon
668170.0
992
1046
1116
1240
1302
1248
10.19
%1
8%
671
590
466
441
170.0
170.0
170.0
170.0
170.0
170.0
132.1
111.2
102.4
65.3
53.4
37.1
34.1
_2
rc
506
630
684
754
870
%0
1002
875
791
757
575
509
408
387
FROCIangulaf
170.0
170.0
170.0
170.0
170.0
156.6
136.2
104.9
69.2
82.5
53.7
44.3
31.1
28.fi
992
1133
1195
1275
1417
1370
1248
1049
941
8%
671
590
466
441
E@,
170.0
170.0
170.0
170.0
170.0
170.0
158.6
119.1
100.0
91.9
58.2
47.5
32.9
30.2
d`�
519
661
723
803
%4
1015
1013
060
777
740
566
502
402
382
is
170.0
171
170.0
170.0
161.1
139.2
12lA
93.2
79.3
73.3
47.7
39.3
27.6
25.4
d`tt
1116
1275
1345
1434
1511
1370
1246
1049
%1
894
671
590
466
441
=
f
170.0
170.0
170.0
170.0
170.0
170.0
147.1
109.7
91.7
84.1
52.9
43.0
29.7
272
c�
�rc
521
677
747
637
996
1076
1000
848
766
658
730[24.9
4%
396
376
F'c
170.0
170.0
170.0
170.0
145.0
125.3
108.9
03.9
71.4
d`z`
1240
1417
14%
1594
1511
1370
1248
1019
%1
8%
671
590
466
441
v=To
E@.
1700
170.0
170.0
170.0
170.0
164.0
139.0
102.7
85.5
78.3
48.6
39.6
27.1
24.9
�rc
521
680
756
656
1033
1082
989
gag
757
721
551
488
391
372
v=aR
�c
170.0
170.0
170.0
156A
120.6
104.4
90.8
69.9
59.5
55.0
35.0
29.5
20.7
19.1
d`1)„•
1488
1700
1793
1759
1511
1370
1248
1049
941
8%
671
590
466
441
o�Tr
�c
170.0
170.0
170.0
170.0
170.0
155.9
170.4
%.3
77.6
70.7
43.1
34.7
23.5
21.5
�o ,
d`¢
521
680
766
861
1063
1072
978
825
714
707
539
477
3827.0466
363
v_Ra
is
170.0
169.7
152-5
134.1
103.6
09.5
77.8
59.9
51.0
/7.1
30.7
25.3
16.d
�rc
1735
1979
1877
1759
1511
1370
1248
1049
%1
8%
671
590
4d1
oTr
@
fc
170.0
170.0
170.0
170.0
170.0
155.3
129.0
91.2
74.0
67.0
39.7
31.6
21.2
19.3
.
Q`n
521
680
756
861
1063
1070
975
020
737
701
531
469
375
356
ooRectangular
�@.
170.0
148.5
133.5
117.3
90.6
78.3
68.1
52.4
44.6
41.7
26.9
22.1
15.5
14.3
�
a
ej
d`z„
1983
1979
1877
1759
1511
1370
12dB
1049
%1
8%
fi7152
590
46619.6
44117.0
�@.
170.0
170.0
170.0
170.0
170.0
155.3
129.0
91.1
73.3
66.1
29.8
,.
P -
ise
d`z„
521
680
756
861
1063
1070
975
736
698
464
370111
351120
#10 Steel
48 in 170.0 708
4712 Steel
50.625 in 170.0 747
3116"Elco
% in 170.0 797
1/4"ExoLihiecon
60 in 170.0 885
63 in 170.0 930
1/4'ElcoUltracon
66 in 170.0 974
C
J
72 in 167.8 1049
0
76 in 142.7 %1
78 in 132.0 8%
Anchor Type
riEdgeGlslame
90 in 85.9 671
96 in 70.0 590
108 in 49.7 466
in 15.8 441
in
36.3
378
36.9
344
.
378
31.0
339
25.9
376
26.8
334
22.7
378
23.7
329
20.1
376
21.3
325
0.54'
378
19.5
321
15.1
370
16.7
714
1'
2-1/7
2
1-&8"
1318'
varies
Embedmad n-
1314"
1314"
13/4'
1314'
2"
1-1/4"
-75 -lbs
1-1/4°
1-114'
1-114"
1-1/4'
1-1/4"
4421M
560 9x
2 Anchors ® 4 79' MIn O.C. / Slaniard or upset unto trig. 1)
390 Its
390 lbs
W lbs
1644 ibs
285 itis
35A IDs
7401bs
374 lbs
664105
%61bS
341 Ibs
1120 x,
4 Anchors @ 1.15" MIn O.C. I Slentlara (a WWI COP (Fig. 2)
4801bs
7o01Ds
144 in
2to
262
2 Ibs
21.2
242
17.5
262
17.8
239
15.0
262
15.3
236
7601b5
1660Its
16961bs
540 lbs
660 Its
NIA
7601bs
74816s
880105
1892 His
682 lbs,
850105
3 Anchors @ 0.54' Min. O.C.I U�Cllp, Into .100' Alum. (Fig 4)
NIA
WA
E225lbs
WA
N/A
NIA
WA
N/A
WA
TABLE10B
AnchorCepaclty Table (lbs)
SuO,lrale:
2.7k curt[ rule
3.5k Cox.
Hollow CMU
Filled CMU
PT WOod
Meta
y16' Elco
V4" SS Eko
5/16' Eko
114' SS Elco
#10 Steel
#12 Steel
4712 Steel
3116"Elco
URMW
1/4"ExoLihiecon
VVElcoUnracon
1/4'ElcoUltracon
AggreGaa
Uracon
AggreGaa
Scmw(G5)Screw(G5)
Screw(G5)
Anchor Type
riEdgeGlslame
Ullracon
AnehorCllpPattema
V
2412-
T
31/8"
2"
0.48'
0.54'
0.324"
(ln)
1"
2-1/T
V
2-1/T
8-118'
1'
2-1/7
2
1-&8"
1318'
varies
Embedmad n-
1314"
1314"
13/4'
1314'
2"
1-1/4"
-75 -lbs
1-1/4°
1-114'
1-114"
1-1/4'
1-1/4"
4421M
560 9x
2 Anchors ® 4 79' MIn O.C. / Slaniard or upset unto trig. 1)
390 Its
390 lbs
W lbs
1644 ibs
285 itis
35A IDs
7401bs
374 lbs
664105
%61bS
341 Ibs
1120 x,
4 Anchors @ 1.15" MIn O.C. I Slentlara (a WWI COP (Fig. 2)
4801bs
7o01Ds
WA
NIA
NIA
2 Ibs
N/A
WA
N/A
WA
WA
6821bs
BBS IDs
885 IDS
71201bs
4 Anchors @ 3- Min. O.C. / (2) 215 Angle Ceps / (Fig- 3)
780 pus
7601b5
1660Its
16961bs
540 lbs
660 Its
NIA
7601bs
74816s
880105
1892 His
682 lbs,
850105
3 Anchors @ 0.54' Min. O.C.I U�Cllp, Into .100' Alum. (Fig 4)
NIA
WA
E225lbs
WA
N/A
NIA
WA
N/A
WA
NIA
WA
WA
NIA
WA
1 Anchor/ F4:Op (F1g 5}
196165
196 Its
445105
82211),
Iso ios
1401Ds
177165
370105
187 ms
3321M
473105
1701bs2
Anchors @ 1.15° MIn. O.0 / F-Cllp (Fl9 6)
2401D5
35010,
WA
N/A
NIA
1901¢;
N/A
WA
N/A
WA
WA
341 lbs
442 lbs
560105
FIGURE 1:
FIGURE 2:
r to- IF 10 10
FIGURE 3:
ANGLE
CLIP MUST
Fe
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• 0
•
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.
ANCIMOR CAPACITY ADJUSTMENT FORMULA:
(DP jX(ANCHOR CAP .,""",,,",E)=ANCHORCAP.,,,
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 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
°ROJUCT REVISED
as complying with the Flaids
tluildbrg Code i6 „621F
Acceptance No
Exoiralion Dale
1`0
i
� ��.•�'..
r
• 1`10. J?i%� �
Lr.
N ,Q
4 . .........
I/
A. LYNNINIILLk P.E.
FL P.E.# 58705
0
TABLE 11A--
AnchorCapeclty Table (Ibs)
Substrate
2.7R Concrete
3.5k Cmc.
Hdlar CMU
-
PTWood
Metal
5'761 Elco
Mullion Capacity Table pbsMe)
114" SS Elect
&161 Elco
114" SS Elco
#10 Sled
#12 SleeI
#12 Steel
Anchor Type:
3116- Elco
U%racm
1/4' ElcoUrracon
3'161 EIto Utt2cm
1/4'61%o Ualecon
A9ff
UOracm
A raGala
Screw 05
( )
Screw (�
Scree G5
( )
UBr4cm
Opening Width (forvedically-spanning mullions) or Opening Height (for horizonle"penning millions)
e0alor
!D
AnchorClip PalMrns
50 in
60 in
70 in
3.1161
2
BO in
0.324"
90 in
1'
24/2
0 0 in
2-712
3-718'
1„2 0 in
2-V2
1"
0 in
16, 0 in
Rectangular
Traprriiang.
TrepRriang.
Rectangular
TrapRdang.
Rectangular
TrapRdeng.
Rectangular
Trap/ldang
1-7/4°
Rectangular
Trap/Tdang.
1-318"
Rectangular
Trep/7riag.
Rectangular
Trap4riang
Rectangular
Loading
r
Loading
T6
a` p7rrieo�0ng�eo.
726%3.94
Loading
LoadingLoading
2801bs
354 Ibs
Loading
Loading
664 IDs
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Loading
N/A
WA
NIA
%.924
WA
6B21bs
B851bs
1120116
4 Anchors®3" MIn. O.C.1(2) 2(5 Angle Clips / (Flg 3)
7801Ds
7801bs
M Ibs
1896 IDS
540lbs
560 Its
NIA
760165
748 Itis
880 lbs
1892106
68210s
885 lbs
1120105
4Anchors 0.54"MIn. O.C.IULllp, Into .100"Alum. (Fig 4)
N/A
WA
4lbs
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
N/A
WA
1267 lbs
1 Anchor l F -Clip 5)
Alum. Tube
Mullion
195 lbs
45lbs
822lb5
ffen�gular
1401Ds
1771Ds
3701bs
187 Ibs
3321b5
4731hs
170115
221 We;
2801bs
2 Anchors ®1.15" MIn O.CI F4Ap na. 6)
M_ IM
35D IbsWA
vaa;te,
N/A
190 Ibs
WA
NIA
WA
vo
va
oa`�14
a
`-
_o
2
o
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
7240
170.0
521
170.0
td BB
170.0
521
170.0
7735
170.0
521
170.0
1983
170.0
521
42 in
170.0
620
170A
435
170.0
744
170.0
478
170.0
668
170.0
506
661
170.0
1275
170.0
677
170.0
1417
170.0
680
171.0
1700
170.0
600
1700
1983
170.0
600
710.0
2267
170.0
600
46 in
170.0
708
170.0
524
170.0
650
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
170.0
727
170.0
7345
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
50.625 in
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
770.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.0
061
170.0
2231
170.0
861
160.2
2403
170.0
861
64 in
110.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1594
170.0
99fi
171.0
1771
170.0
1033
170.0
2125
170.0
1063
1dB.3
2163
170.0
7063
129.8
2163
170.0
1063
60 in
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1117
170.0
944
170.0
1015
170.0
1673
170.0
1076
170.0
1859
170.0
1122
156.9
2060
170.0
1169
134.5
20fi0
170.0
1171
117.7
2060
170.0
1171
63 in
170.0
930
170.0
745
111.0
1116
170.0
050
170.0
1302
170.0
9d0
170.0
1488
66 in
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
154.1
1734
170.0
1315
138.7
1734
169.8
1386
115.6
1734
155.9
1364
99.1
1734
150A
1352
86.776
72in
1700
1063
170.0
878
1700
1275
170.0
1009
170.0
1488
26
170.0
7700170.0
1228
1556
165.2
1265
131.1
1556
1515
1266
117.9
1556
141.3
1251
983
1556
128.3
1229
84.2
1556
122.3
1219
73.7
1556
121.21216
in
170.0
1122
170.0
937
170.0
1346
170.0
1080
168.5
155609
147A
1224
121.2
1477
139.1
1206
709.1
1477
129.5
1191
90.9
1477
116.9
1769
77.9
1477
710.8
1158
68.2
1477
109.3
1154
78 in
170.0
1151
170.0
967
170.0
1381
170.0
1116
155.9
147745
136.4
1477
152.0
88.8
1110
96.3
936
70.9
1110
07.5
922
71.0
1110
00.7
910
59.2
1110
71.3
891
50.7
1110
65.6
870
44.4
1110
62.
870
90 in
142.0
1110
146.5
906
118.4
1110
123.9
968
101.5
11101
t4US52
78.5
829
65.0
975
71.2
817
58.5
975
65.4
807
48.8
975
57.4
789
41.8
975
52.3
776
366
975
49.3
767
96 in
IVA
975
120.3
072
97.5
975
101.5
856
03.6
97542
73.2
975
51.4
771
54.3
664
45.7
771
49.0
655
41.1
771
44.9
647
34.3
771
38.9
632
29.4
771
35.0
621
257
771
32.4
612
108 in
82.2
771
84.0
696
68.5
771
70.7
685
58.7
77174
49.9
631
42.1
730
45.0
622
37.9
730
41.1
614
31.5
730
35.6
Egg
27.0
730
31.9
589
23.7
730
29.5
581
111 in
75.7
730
77.3
661
63.1
730
65.0
650
54.1
73040
47.3
730
39.2
544
33.3
624
35.3
537
30.0
624
72.2
531
25.0
624
27.7
519
21.4
624
24.6
509
18.7
624
22.5
501
in
59.9
624
1
61.0
569
49.9
1
624
51.2
560
42.0
62d52
37.5
624
35.1
400
28.9
433
29A
395
24.0
433
25.4
390
1 21.7
433
22.4
385
19.7
1 433
20.0
381
17.3
433
18.2
376
144 in
34.7
433
TABLE 11B
AnchorCapeclty Table (Ibs)
Substrate
2.7R Concrete
3.5k Cmc.
Hdlar CMU
Filled CMU
PTWood
Metal
5'761 Elco
114" SS Elect
&161 Elco
114" SS Elco
#10 Sled
#12 SleeI
#12 Steel
Anchor Type:
3116- Elco
U%racm
1/4' ElcoUrracon
3'161 EIto Utt2cm
1/4'61%o Ualecon
A9ff
UOracm
A raGala
Screw 05
( )
Screw (�
Scree G5
( )
UBr4cm
e0alor
!D
AnchorClip PalMrns
2
3.1161
2
0.46"0.54'
0.324"
Edge Distance Qn)
1'
24/2
1"
2-712
3-718'
1"
2-V2
1"
2-1/2
Embecinml n-
1314"
13r4'
13/4"
13'4°
2°
1-7/4"
1414"
1414"
1-1/4'
1-7/4°
1-1/4°
2
1-318"
138"
Varies
2 Anchors 4.75' Min, O.C. I Slartlam a Olfsel Cllp (Flg 1)
390 IDs
390 ius
DO lbs
1644 IDs
Z70 lbs
2801bs
354 Ibs
7401hs
374 IDs
664 IDs
946 116
341 IDs
442 Ibs
5601M
4 Anchors Q 1.15' Min O.C. / Slanaam (a C1Met)Gep (Fig 2)
4 ne
701 Its
WA
NIA
NIA
380 Ws
N/A
WA
NIA
WA
WA
6B21bs
B851bs
1120116
4 Anchors®3" MIn. O.C.1(2) 2(5 Angle Clips / (Flg 3)
7801Ds
7801bs
M Ibs
1896 IDS
540lbs
560 Its
NIA
760165
748 Itis
880 lbs
1892106
68210s
885 lbs
1120105
4Anchors 0.54"MIn. O.C.IULllp, Into .100"Alum. (Fig 4)
N/A
WA
4lbs
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
N/A
WA
1267 lbs
1 Anchor l F -Clip 5)
195 M5
195 lbs
45lbs
822lb5
135Ws
1401Ds
1771Ds
3701bs
187 Ibs
3321b5
4731hs
170115
221 We;
2801bs
2 Anchors ®1.15" MIn O.CI F4Ap na. 6)
M_ IM
35D IbsWA
NIA
N/A
190 Ibs
NIA
WA
NIA
WA
WA
341 IDs
442 Its
5601W
FIGURE 1: FIGURE 2:
• • 0
FIGURE 3:
ANGLE
CLIP MUST
• BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP'j X( 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.
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 690. 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 3.94"X.624-
MULLION
.94"X.624"MULLION
U)
J
J
7
PRODUCT REVISED
as complying with the NO"
Building Code*'0418'c"Acceptance No �/1�a�
Expuaijon Date 2b zl
�. t;i 1111177 J
�•. N,����GuJSg' •. c,T
5
No. F3705 Ll ii;
'�ii. '• ;i li�.IL CP ��7 ��
A/ LYNN! MILLI=R, P. E.
FL P.E.# 58705
TABLE12A
Mullion Capacity Table (lbs/ft
TABLE126
Rectangular
LoadnO
x
J
170.0
170.0
60
F
U 9
744
850
in
Treprrdeng.
Loading
?'
U
.`s�
c�
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
156.0
127.8
89.0
61.9
64.5
37.0
U 9
��
478
584
631
891
797
850
903
1009
1080
1116
1219
1079
862
819
705
488
Rectangular
Loading
.�'
qS.
U
o�
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
127.8
105.3
74.0
68.1
53.9
31.2
701n
�'
q8. $
U 9
oe
u
868
992
1046
1116
1240
1302
1364
1570
1670
1811
1398
1229
071
919
786
546
Opening
Trapl7rlang.
Loading
U
;�
q�[17
��9�
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
136.0
111.2
77.2
70.9
55.8
31.9
Width
.�
U G
s
506
630
684
754
878
940
1002
1128
1208
1250
1196
1061
849
806
695
491
(for
Rectangular
Loading
V
g�
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
111.8
92.
64.7
59.
47.2
27.3
ver9cally-spanrlrlg
601n
>r
V v
s
$�$
�K
992
1133
1195
1275
1417
1468
1558
1700
1794
1842
1388
1229
971
919
786
546
TreplTdang.
Loading
U
S
�c
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
121.3
98.8
68.4
82.9
49.4
28.2
U 9U
Ise�
�rc
519
661
723
803
944
1015
1086
1228
1322
1369
1179
1044
837
794
686
485
mullions)
Rectangular
Loading
170.0
170.0
170.0
170.0
170.0
170.0
185.1
152.7
99.4
81.9
57.5
53.0
41.9
24.3
or
90
q8. �_
O
�K
1116
1275
1345
1434
1594
1673
1753
1913
1880
1881
1398
1229
971
819
786
546
Opening
In
Trep/Tdeng.
Loading
�'
q�q8
U
5
i c421n
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
110.2
89.6
61.8
56.7
44.4
26.3
Height
F
V V
�K
521
677
747
837
996
1076
1155
1315
1421
1474
1162
1029
825
784
677
479
(for
Rectangular
Loading
&
V
`ic
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
148.6
137.4
89.5
73.7
61.8
47.7
37.7
21.8
horiwntaly-spanning
100
F
U V
d
1240
1417
1494
1594
1771
1859
1948
2125
1960
1881
1388
1229
871
919
766
546
In
Treprrdang.
Loading
V
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
183.1
101.6
82.4
66.5
51.8
40.5
22.9
U G
a
�K
521
680
756
856
1033
1122
1210
1387
1605
1500
11471398
1016
815971
774
666
474
millions)
Rectangular
Loading
U
�c
170.0
170.0
139.90
.
31.6
18.2
1201n
.�'
B
U VN
jd
1488
1700
1793
1913
2125
2231
2338
2184
1880
1861
1229
919
788
546
Trep/Tdeng.
Loading
tp�
U
'c
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
161.6
147.3
89.6
722
49.0
44.8
34.9
19.5
(p� 7S
` pe
-
521
680
758
861
1083
1169
1275
1488
1548
1473
1122
993
796
758
8.53
464
Rectangular
Loading
R�.
C
o
�c
170.0
170.0
170.0
170.0
170.0
166.7
151.9
124.8
108.1
98.2
83.9
52.7
17.0
34.1
27.0
15k
1401n
nL
b`
-
�d
1735
1983
2092
2231
2478
2553
2437
2184
1960
1881
1398
1229
871
919
788
546
Treprrdeng.
Loaang
�.
O
2A
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
154.0
139,8
82.7
65.9
44.0
40.2
31.0
17.2
g
s Q
Q�`�
521
680
768
861
1063
1171
1288
1529
1535
1459
1105
977
782
742
841
455
ANCHOR
180
Rectangular
Loading
(8)
C S e
170.0 1983
170.0 2267
170.0 2391
170.0 2550
160.8 2660
145.9 2553
132.9 2417
109.2 2184
92.9 1980
85.8 10131
55.8 1398
46.1 1229
32.4 971
29.8 819
23.6 746
1 1.7 548
CAPACITY
in
TrLoadinng.
Loading
C
170.0 521
170.0 680
770.0 758
170.0 881
170.0 1083
170.0 1171
170.0 1288
170.0 1530
152.7 1 531
137.6 1454
78.8 1088
62.1 967
40.8 771
37.1 732
28.4 631
15.5 448
ADJUS
2%4%.26
Alum. Tube
Mullion
Hdlow CMU
501n
Rectangular
Loading
TreplTdang.
Loading
•'
,g OR
a a 0
€& �_�
e
V
B�V9
U V
J
1
7
170.0 620
170.0
435
481n
170.0 708
170.0
524
50.625 in
170.0 747
170.0
563
170.0 896
54 in
170.0 797
170.0
612
170.0 958
170.0 1063
170.0 1118
170.0 1169
170.0 1275
170.0 1348
170.0 1381
149.1 1398
601n
170.0 885
170.0
701
63 In
170.0 830
170.0
745
66 in
170.0 974
170.0
789
721n
170.0 1063
170.0
878
78 in
170.0 1122
170.0
937
78 in
170.0 1151
170.0
987
90 In
170.0 1328
170.0
1144
98 In
147.4 1229
151.5
1098
122.9 1229
86.3 971
IN In
103.5 971
105.8
877
1111n
95.4 919
87.1
832
79.5 818
62.9 786
1201n
75.5 766
76.8
716
144 in
43.7 548
44.2
504
36.4 548
TABLE126
Anchor
Capacity Table (lbs)
-PT
Substrate
2.7k Concrete
35k Conc.
Hdlow CMU
FI9ed CMU
Wood
Metal
1l4" SS Eko
516 Eko
174" SS Elco
#10 Sled
#N2 Steel
#12 Steel
Ancrwr Type
3'16'JUItmm1/4'Eko
Uaracon
5116' Elco
3116' Elco Ullracon
1/4^Ekoullmcon
AggreGda
Screw(G5)Scrt
(G5)
Scrcw(G5)
Anchor Clip PatternsEdge
Ull2con
2-112'
2
&1113"
2
048'
0.54'
0.324'EmDeoaenl
Clslance on)
1"1"
2-1/2'
31/8"
1^
2-U2"
T
2'
19'6"
Vdle6
pn)
13/4'13/4"
13'4'
2'
1-114'
1-1/4"
1.1/4"
1-1/4'
1-114'
1-1/4"
442 0s
560105
2Anchors ®4.7Y MIO O.C. I Slandam orOaul CYp(Fig. 142)
39010450108
B90Iba
1644 lbs
2701Ds
280106
354 lbs
740106371108
8135168
1120 IDs
4 Archers ® 2.66^ MIn O.C. / Slarl�rd (or Orfsel)Cep 0'1& 3)
7401b63D
Ibs
14&5106
14241bs
NIA
5601bs
N/A
695103
N/A
BBO IDs
WA
6821Ds
1327106
1680108
6 Anchors Q 1.71"MIn. O.C./ Standam(a Offs et) Clip 099. 4)
WM6 Ib7581os
19461b5
NIA
N/A
705105
NIA
7891b6
NIA
WA
WA
1022105
BBS lbs
1120 IDS
4Anchors ®3" MIn. O.C./ (2) 2(5 Angle Ceps / (Flp. 5)
70010680108
1560 IOs
1686 lbs
0 ros
560108
N/A
760108
748108
BBO IDs
1892105
682108
13W k6
1680108
6 Anchom ® 3" Min. O.C. I (2) 2c5 Argle Clips I (Fig. 6)
11701bs
11701ta
10201bs
2340 IDs
2844108
Bt Ds
840 ks
NIA
1140108
1122108
1320108
2838108
1022105
WA
0731
3Archors ®1.34' Min. O.C. / UCllp• Inlo.12V Alum- (Fig 7)
NIA
WA
NIA
WA
IIIA
N/A
WA
N/A
WA
NIA
WA
WA
N/A
WA
21 IDs
6Archors®0.64°MIn. O.C. I UCIIp, Into. 125' ANm.(Flg. 8)
NIA
WA
NIA
WA
N/A
NIA
WA
NIA
WA
NIA
WA
WA
NIA
341 lbs
44210'
S601Ds
2Anchom ® 268" MIn O.CJ FCnp TIg e)
370108
370103
315lbs
74310s
712 ks
NIA
280 Its
N/A
348 Its
N/A
4401Ds
WA
6641D5
840108
3Anchors®1.71-Min. O.C./FCllp(Fg. 10)
443 lbs
5251bs
3791Ds
0731bs
N/A NIA 3531bs
P
NIA
3B91bs
NIA
WA
WA
511 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI
FIGURE 1:
•
•
FIGURE 5:
FIGURE 2: FIGURE 3: FIGURE 4:
FIGURE 6:
FIGURE 7: FIGURE 8:
FIGURE 9: FIGURE 10: ANGLE CLIP
• • (FIGURES 5&6)
• MUST BE USED
IN PAIRS.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
WENT FORMULA:
(DP ) X( ANCHOR CAP.,-,..) _ ANCHOR CAR"
`MULLION CAP.,-,,B,E
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
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 BEA MINIMUM GRADE 33 AND .045" THICK (18
GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
4.000"
2"X 4"X.25" MULLION
PRODUCT REVISED
as complying with dw Florida
Buildbsg Code ,6.02)8.03
Acceptance No
Expiralt SDale
D
Miarn Dade Product Con
..\\\11111111//,.
' Np. ;1870.1
a _s��'If
A. LYI�NItv11L�ER, P.E.
FL P.E.# 58705
J
J
O
TABLE13A
Anchor Capacity
2.7k Concrete 3.5k Cone.
5 116' Elco
3178" Elco Ulaacon 1/4' Elco Ul9acan /16'Ullron
Table Iba
3116" Eko Ullracon
Hollow CMU
UP Elco Ultracon
1/4" SS Elco 6116" Elco
AggmGalor Ullmcon
Filled CMU
1/4' SS Eko
Agg(eGalor
PT Wood
#10 Steel #12 Steel
Screw (G5) Screw 05)
Metal
#12 Steel
Screw (G5)
Anchor Clip Paftema
1"
2-12'
3-118"
1"
Mullion capacity
Table IbeHt'
2.12'
2'
3-118'
2"
0.48'
0.54"
0.324"
Edge Distance (in):
1'
2.12"
1-1/4"
1-114"
1-1/4"
2 x 6 x.26
Alum. Tuba
42 1n
481n
50.6251n
541n
601n
631n
681n
72 i
J
61
i78 In
0 in
9 go
961n
1081n
III In
1201n
1441n
501n
Rectangular
Loading
{LiWLOJ% �^LyLG',�...ULQVyWV .gGD-'�V2. 2
K
170.0 620
170.0 708
170.0 747
170.0 797
170.0 885
170.0 830
170.0 974
8e
0011
1700151170.0
700 13
170.0 1417
170.0 1594
170.0 1638
170.0 1771
125.1 1564
TreplTdang.
Loading
.�GDKV..
170.0 435
170.0 524
170.0 503
UOVbW°, GqLG .0LQ�nWV
170.0 612
170.0 701
170.0 745
170.0 789
170.0 878
170.0 937
087
170.0 1144
170.0 1232
170.0 1409
170.0 1454
170.0 1586
128.6 1445
601n
Rctaguar
Loading
rnW% jLG. '�LQ�oWfV%, .�GDK-O. '
170.0 744
170.0 850
170.0 888
170.0 05
170.0 1063
170.0 1118
170.0 1169
170.0 12
170.0 J346
170.0
170.0
170.0 1700
170.0 1913
170.0 19611
170.0 2125
104.3 1564
Tmpdeng.
Loading
170.0 478
170.0 58
170.0 631
170.0 691
170.0 797
170.0 850
170.0 903
170.0 108
170.0 1080
170.0 1118
170.0 1434
170.0 1647
170.0 1700
170.0 1859
106.1 1425
701n
Rectangular
Loading
UanW ^LGyr :tQnWui ,�GDC-@V.
O .5
170.0 092
170.0 1048
170.0 1116
170.0 1240
170.0 1302
170.0 1364
170.0 1488
57
170.0 1811
170.0 1858
170.0 1883
170.0 2231
170.0 2283
154.4 2252
89.4 1564
Opening Width
Traprilir.
Loading
r�nWi G VQVnWV ,�GYK-.
.5
or
5
170.0 630
170.0 884
170.0 754
170.0 878
170.0 040
170.0 1002
170.0 112
170.0 1209
170.0 1250
170.0 1488
170.0 1622
170.0 1870
170.0 1832
158.9 1891
91.5 1407
(for verticaly-spam
80
Rectangular
Loading
VWnW yG V�19 gGDLL@'
Q
Or
170.0 092
170.0 1133
170.0 1195
170.0 1275
170.0 1417
170.0 1486
170.0 1558
170.01700
170.0 1794
170.0 1842
170,0 2125
170.0 2287
170.0 2550
170.0 2821
135.1 2252
78.2 1564
rg
in
rapang.Rectangular
Loading
aMUIIIOn
O LU O
70,0 0
170.0 661
170.0 723
ValQ GUQlGQ 33sGDaV262
170.0 803 9
170.0 944
170.0 1015
170.0 1086
170.0 1228
170.0 1
170.0 1
170.0 1853
170.0 1794
170.0 2078
170.0 2149
141.4 1984
80.7 1300
mulions) or
901n
Loading
100 118
170.0 1275
170.0 134
170.0 1434
170.0 1594
170.0 1673
70.0 1 753
1700 1913
VaW1177yG00...00 rQaql2200GDK1792
170.0 2391
170.0 2550
164.8 2781
151.8 2632
120.1 2252
69.5 1564
Opening Height
repg.
Loading
o �O
V ¢
70.0 521
170.0 677
170.0 747
1
170.0 837
170.0 9
170.0 1076
170.0
170.0
�sW1!1r 77LG00..00 rQaWi11111344BG5127554
170.0 1783
170.0 1952
170.0 2271
162.3 2245
127.2 1938
72.3 1373
(forhodzorltaly-spervirg
100
Rectaulr
Loading
ts
170.0 1240
170.0 1417
170.0 1494
170.0 1594
170.0 1771
170.0 1859
VdW111177770maLG000y,....0000 VaQn1GUG�21228123aGD42V408 53 2
170.0 2856
170.0 2833
146.3 2781
136.6 2632
108.1 2252
62.6 1564
in
Tmprtdag.
Loading
170.0 521
170.0 880
170.0 756
170.0 656
170.0 1033
170.0 1122
1Un111Q11: 7777_(0G000�....0000 VQnqCUG1111. 2355�GDeO180607 54
170.0 1818
170.0 2095
161.0 2333
148.4 2218
116.1 1915
85.7 1358
mUliorls)
120
Rectangular
Loading
�
170.0 1488
170.0 1700
170.0 1783
UAnWC11117777(L00G00yy..am..0000 VQen1C2Q222. 3587"gGDR3@598''80 2 3
170.0 1913
170.0 2125
170.0 2231
170.0 3188
160.0 1788
123.6 2781
113.8 2632
90.1 2252
52.1 1584
In
TrapRdeng.
g
Ti
O
170.0 521
170.0 880
170.0 758
170.0 861
170.0 1063
170.0 1169
dV`C?WnW111177770`G000....0000 VUQnqC1111. 2487_�GDK7VW8205890
170.0 2125
170.0 2338
140.4 2281
128.4 2186
99.8 1872_L77..2
58.0 1330
1401n
oc
170.0 1735
170.0 1883
FRn,
170.0 2082
170.0 2231
170.0 2479
170.0 2603
111177770000....0000 223378212742
156.0 3413
137.1 3188
105.9 2781
07.6 2632
2252
44.7 1584
TnW1111%r• 7777e00G00p....R0000 deDrQWnWOC1n1l11.
U
258g7^gGDR829W7
170.0 521
170.0 80
170.0 756
170.0 881
170.0 1063
170.0 1171
170.0 2273
186.6 2470
125.9 2234
115.1 2128
68.9 1838
48.2 1305
180
RiW1111i77e7700c00t....00a00 ngFVQWWnOCu3333l1458a;aCK108W8r• 709 3
a
170.0 1883
170.0 2287
170.0 2391
170.0 2550
170.0 2833
170.0 2875
138.5 3413
120.0 3190
92.7 2781
85.4 2832
67.6 2252
39.1 1584
in
Loafing
0 TdeiUU4WnWO51n11•
=
170.0 521
170.0 880
170.0 758
57g^�GDK830VO.
170.0 881
170.0 1061
170.0 117
81
FUTin1O1111eQr7777e0ry_Y000p+....l00 2
0
170.0 2381
158.1 2428
116.0 2190
108.3 2088
81.4 1808
44.4 1283
TABLE13B
Substmle:
Anchor Type:
Anchor Capacity
2.7k Concrete 3.5k Cone.
5 116' Elco
3178" Elco Ulaacon 1/4' Elco Ul9acan /16'Ullron
Table Iba
3116" Eko Ullracon
Hollow CMU
UP Elco Ultracon
1/4" SS Elco 6116" Elco
AggmGalor Ullmcon
Filled CMU
1/4' SS Eko
Agg(eGalor
PT Wood
#10 Steel #12 Steel
Screw (G5) Screw 05)
Metal
#12 Steel
Screw (G5)
Anchor Clip Paftema
1"
2-12'
3-118"
1"
2-12°
1'
2.12'
2'
3-118'
2"
0.48'
0.54"
0.324"
Edge Distance (in):
1'
2.12"
1-1/4"
1-114"
1-1/4"
1-114"
1-1/4'
1-1/4"
2'
1-318"
1-318"
jades
Embedment (in):
1-314'
1-3/4"
1-314°
1-3/4"
2'
280 lbs
354 lbs
740 lbs
374 lbs
864 lbs
8461bs
341 lbs
442 lbs
580 lbs
2 Anchors 0 4.75" Min. O.C. I Standard or Offset Clip (Fig. 182):
3901bs
3B0lbs
4501bs
8901bs
7844 lbs
270 lbs
1480 lbs
74816e
72721b5
1892 lbs
682 lbs
885 lbs
11201bs
4 Anchom ® 4.88" Min. O.C. / Standard (or Offset) Clip (Fig. 3):
780 lbs
780 lbs
900 lbs
1780 Me
3232 lbs
540 lbs
560 We
708 lbs
WA
1363 lbs
1770 lbs
2240 lbs
8 Anchors 4J 1.71" Min. O.C. I Stendara (or Offset) Clip (Fig. 4):
1180lbs
1400 lbs
1010 lbs
2595 lbs
WA
WA
940 lbs
WA
065 lbs
WA
N/A
BBS lbs
7120 lbs
4 Anchors @ Y Min. O.C. / (2) 2X5 Angle CAPS I (Fig. 5):
780 lbs
780 Ibs
660 lbs
1560 lbs
18961bs
540 lbs
5801bs
WA
7801bs
746 be
880 lbs
1892 lbs
682 lbs
lbs
8 Anchors 3' Min. O.C. / (2) 2X5 An01e Clips / (Fig. 6):
15801bs
15801bs
13601bs
31201bs
37921bs
10801bs
1120 lbs
WA
7520IM
1496 Iba
1760 Iba
3784 lbs
1363 lbs
1770 lbs
2240
3360 lbs
12 Awhors @ 1.5" Min. O.C. I (2) 26 Angle Gips / (Fig. 7):
1660 lbs
2100 lbs
1440 lbs
3780 lbs
WA
WA
1320 lbs
WA
1500 lbs
WA
WA
WA
2045 lba
2654 lbs
lbs
4 Anchors @ 1.34" Min. O.C. I U-Uip, Into .725" Alum. (Fig. 8):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
N/A
1430
2881 lbs
8 Anchors® 0.64" Min. O.C. I ULlip, Into .125' Alum. IF B):
WA
WA
WA
WA
WA
WA
WA
__280
WA
WA
WA
WA
636 lbs
WA
9481bs
WA
341 lbs
442 lbs
560 lbs
2 Anchom 4.68° Min. O.CJ F -Crib (Fig. 10):
3� lbs
3901bs
450 lbs
890 lbs
16181bs
270 Iba
lbs
354 Its
7401bs
3741bs
895 lbs
1120 lbs
4 Anchors@ 1.71' Min. O.CJ F -Clip (Fig. 11):
5901bs
70010.1 505Ib 1298 lbs WA WA 4701bs
c Ac TUC CTAAIn Aon rl ID
WA
5331bs
WA
WA
WA
6821hs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANL;HOR PAI I tr<ry Arvu Arvi.nvn vr��U�a r.., „� �••"-�• •� --••
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: FIGURE 10: FIGURE 11:
• • • • • • •• • •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP-) X( ANCHOR CAP.' -T.) _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-FIL
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATE
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
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.
I---2.000"moi
2'X 6'X.25"
MULLION
MIM
PRfiDUC'1' REVISED
as complying with use Florih
ActazcecepNo
�C
i
\ C
�
'.�AI�'r
6.000"
bio. 58705
1/J
?�ot"I -1
A. LY ,NULLk P.E.
FL P.E.# 58705
2
Fi
TABLE14A
Mullion Capacity Table Ibslft'
2.7k Concrete
Opening Width (for vertically -sparring
muillons) or Opening Height
(forhorizontaly-sparxing mUlions)
501n
PT W000
Metal
60
In
701n
5/16"Eko
801n
901n
5/I6'Ek0
1/4'SSEkO
100
in
Anchor Type
1201n
il4' EICO Ultracon
1401n
114"Eko UI12ca1
160
In
AggreGalor
Screw (G5) Scre#(G5)
Reclangular
Trap'Triang.
Rectangular
TraprTriarg,
Rectangular
2-112'
TraprTriang.
Rectangular
Trap/Triarg.
Rectangular
Tra{✓Triang.
0.324"
Rectangular
TraprTriarg.
2-12'
Rectangular
Loading
TrapTriarg.
Loading
3-118"
Reclangular
Leading
Trep'Triarg.
Leading
Rectangular
Loading
TraprTriarg-
Loading
2
7.28" x 2.11"
Loading
Loading
Loading
13/4'
Loading
1314'
Loading
1-1/4' 1-114'
Loading
Loading
Loading
Loading
Loadrg
Loading
Loading
7801Ds
6801be
15601D5
180614s
5401ba 560 IDS
WA 760 IDs
7481
BBO IDs
1892 lbs
x.126" Alum
1/301Ds
Tube Mull
atdr5
ai1O3
aOiCJ8
ai13
�L�u4
a-y�13
�L¢uc4
aL¢Gu5
a�5
�P45�.c1
�L¢Gu4
a A
9_c
L�u
Ld�
r6O!4
t¢G4
L¢uGG5
G¢uGG4
L¢oG5
-
L¢Go5
•
L¢Gu4
is
Ld¢5
Jfv
5�O2
9i �c"
iJ gs ¢y
r
9i1Os3
t-
�72^c1
t
�80gc.1
f13
i1s34�.1
d
iC s.aOGuG n��iii
¢uG ¢JQP
¢�svt
2��6
0.s1
4c.1
1E¢Jof1
2�8
4s.1
1$J¢fo1
2�6
4c.1
1$¢Ja1u
2$¢J6my
1�.5
4�.1 1�1c
2LL6Jv4
1$¢1
442 5266702
12.2
52
148.9
419
103.0421n
2G6
1'¢�fi1
4s.8
94.7
325
69.0
403
81.4 317
53,7 403
78.1
315
48.3 403
76.8
314
40.3 403
78.8
314
34.5 403
78.6 314
30.2 403
78.6
314
481n
96.6 4
108.0 333
80.5
403
51.5 362
87.2 288
45.7 362
84.6
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
50.625 in
82.3 362
91.0 301
68.6
382
79.3
294
56.8
362
71.9 289
318
50.8
250
33.9 318
49.5
249
28.3 310
49.1
248
24.2 318
49.1 240
21.2 318
49.1
248
£ 541n
67.8 318
74.1 267
56.5
31e
64.2
281
40.5
318
57.7 256
424 318
53.5 253
37.7
FCA
45.7
214
35.3
258
40,7 210
30.9 258
37.2 207
27.5 258
34.9
204
24.7 259
33.4
203
20.6 258
32.2
201
17.7 258
322 201
16.5 258
32.2
201
601n
J
49.5 250
53.1 219
41.2
258
192
26.7 234
31.6 189
23.7 234
29.4
188
21.4 234
28.0
184
17.8 234
28.6
183
15.3 234
26.5 183
13.4 234
26.
831n
42.7 234
45.6 200
35.6
234
39.1
195
30.5
234
34.7
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
187
13.3 213
22.0 168
11.8 213
i 66 In
37.2 213
39.4 183
31.0
213
33.7
179
26.5
721n
28.6 179
30.1 155
23.9
179
25.6
152
20.4
178
22.5 149
17.8 179
20.3 147
15.9 179
18.7
145
761n
24.3 161
25.4 140
20.3
161
21.6
137
17.4
161
19.0 135
15.2 161
17.0 133
78 In
225 152
23.5 133
18.8
152
19.9
131
16.1
152
17.5 128
TABLE 14B --
Substrate
2.7k Concrete
Anchor Capili Table Obs)
3.5K Core.
Hollow CMU
Filled CMU
PT W000
Metal
5/16"Eko
114'SSEko
5/I6'Ek0
1/4'SSEkO
#fO Steel #12 Steel
#12 Steel
Anchor Type
3/16• Eke Ultras W
il4' EICO Ultracon
3/16'Eko Uaracon
114"Eko UI12ca1
AggreGalor
Ullracon
AggreGalor
Screw (G5) Scre#(G5)
Screw (G5)
Anchor Clip PetteMR
Uar4tan
2-112'
1' 2-1@'
2•
&tl6'
7
0.48' 0.54"
0.324"
Edge Dlslancelli
1'
2-12'
1"
2-/fT
3-118"
1"
1-114'
2
1-38" 13/8"
varies
EmDednen, on)
13/4'
13/4'
154'
1314'
T
1-1/4' 1-114'
1-114" 1-114"
1-1/4'
4 Anchors @ 3- Min O.C. I (2) 2u5Ar1gle pips / (Fig- 1}
7801 3
7801Ds
6801be
15601D5
180614s
5401ba 560 IDS
WA 760 IDs
7481
BBO IDs
1892 lbs
6B21bs 065 Ihs
1/301Ds
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,_,.
(DP,)X( )=ANCHORCAR
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.
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
Fle
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
N
f'RP.i)UCT REVISED
as complying with the Flory
Building Code leo-0Z�8 n3
Acceptance No
Expimtion Date 12b 21
\ \ �, II II1,1
8705 _
b .� r•r
T. SII'.TI_Oid
c
A. LYtINIMlatt P.E.
FL P.E.# 58705
TABLE15A
Mullion Capacity Table (Ibal
Opening Width (for verticaly-spanni g millions) or Opening Height (for horiMnlaly-sparring millions)
50 in 601n 701n 601n 901n 100 In 1201n 1401n 1601n
Rectangular Trepr7rlang. Rectangular Trap/rdang. Rectangular TraplTdang. Rectangular Trap?dang. Rectangular Trap/Trieng. Rectangular Trep7Triang. Recinngular Treprlllang. Rectangular TrLoadinng. Rectangular TrLoadinng.
3.26" 30 Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing
0 �a°67�rc7 d�a� S� aL�oU14FLdaV58D�11a7502�..02 Lda1V145�82rc82 �11a7700C..00 LaaV5620Brc0'VJh1 ' �11a7300��..05 aBU11'7532Ejs52 E11aO7700L..00 taV5620�a0�1�r d�11a41D3da1U1`75Al
DEG. AL 170.0
170.0a
ay a 9a`� d` 3 R` u13d uu 0 L t LC 5
OL
5 LC=0-529 EJ �
421n 170.0 620 170.0 435 170.0 744 470 170.0 866 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 1240 170
481n 170.0 708 170.0 524 170.0 050 6 170.0 992 170.0 830 1700 1133 1700 661 1700 1275 170.0
7 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 1700 723 1
2
B�$7rcO1
747 164.2 1443 170.0 756 136.9 1443 170.0 758 117.J 1443 170.0 758 102.8 1443 170.0 756
641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 037 144.3 1353 170.0 858 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1357 170.0 081
601n 170.0 805 170.0 701 170.0 1083 170.0 707 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 87.4 1218 146.1 813 83.5 1218 148.1 913 73.1 1210 148.1 913
631n 170.0 930 170.0 745 170.0 1118 170.0 650 150.2 1160 168.8 933 131.4 1150 1163.0 914 116.8 1150 141.9 898 105.1 1150 134.2 685 87.6 1150 126.7 071 75.1 1150 126.2 870 65.7 1150 126.2 870
$ 661n 170.0 874 170.0 769 152.4 1048 185.8 881 130.6 1048 146.8 884 114.3 1048 133.1 050 101.6 1048 123.4 839 91.4 1046 116.8 030 76.2 1040 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818
C 721n 140.8 BBO 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 56.7 880 79.2 59J 50.3 880 76.5 888 44.0 880 76.4 686
J
781n 118.7 790 125.1 690 99.8 790 106.4 678 65.5 780 93.3 663 74.8 780 83.8 652 66.5 790 76.9 643 59.9 780 71.7 635 48.8 780 85.1 624 42.8 790 62.1 819 77.4 790 61.5
i 78 In 110.8 750 115.5 657 1 92.3 750 98.1 1 644 1 79.1 1 750 85.9 632 89.2 750 77.1 621 81.5 750 70.8 812 55.4 750 65.7 605 48.2 750 59.4 594 39.6 750 56.2 580 34.6 750 55.5 5
901n 72.1 563 74.4 500 60.1 583 82.8 491 51.5 563 54.8 483 45J24.O370
1 5113 48.9 475 40.1 583 44.4 480 38.1 503 40.9 462 30.0 583 36.2 452 25.8 563 33.3 445 22.5 503 31.8 442
88 In 59.4 495 81.1 443 49.5 495 51.5 435 42.4 495 44.8 427 39.9 421 33.0 485 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 28.8 394 18.6 495 25.0 390
108In 41.7 391 42.6 353 34.8 391 35.9 346 29.6 391 31.1 342 27.6 337 23.2 391 24.9 337 20.9 391 22.8 328 17.4 301 19.7 321 14.9 391 17.8 315
1111n 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 25.3 320 21.4 370 22.8 318 19.2 370 20.9 712 18.0 370 18.1 305
1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.9 276 16.9 317 17.9 273
144 In 17.6 220 17.8 203
ANCHOR CAPACITY ADJU'
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
Hollow CMU
Substrate:
2.7k Concrete
iib' SS Elco 5/18" Elco
3.Sk Cone.
#12 SAgareGelor
�412
1/4" Elco Ullracon Ullracon
Anchor Type:
3116' Elco Ultracon
1l4" Elco
Ultracon
515' Elco
Ulbacon
3116"Elco
UlUecon
Anchor Clip Pattema
2.12'
3-116"
1'
2-12•
Edge Distance (in):
1"
2-12"
1"
Embedment (in):
1-74"
1-314"
1-3/4'
1-3/4"
Y
1.114'
1-114"
2 Anchore @ 5' Min. O.C. I (2) 2x5 Angle Clips 7 (FIg. 1):
390 lbs
3801bs
4501bs
890 lbs
1700 lbs
270 lbs
280IU
4 Anchors @ 3.5• Min. O.C. I (2) 20 Angle Clips I (Fig. 2):
780 ibs
780 lbs
790 lbs
1670 lbs
25251bs
540 lbs
5601b
...--._...o, n n." ..:.. n c r rm ora e,Ma 1J.. I rFW. 31:
11201bs
1120 lbs
958 as
2246 lbs
2254 lbs
WA
6401b
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
Hollow CMU
Filled CMULPTWMd
iib' SS Elco 5/18" Elco
1/4" SS Elcoteel
#12 SAgareGelor
�412
1/4" Elco Ullracon Ullracon
AggreGalor(G5)
Screw
4. r
) Z'
I 0.48 1 0.54 1
0.324
rOIbs 1 1092lbs 1 682 lbs
0 lbs WA 1022 lbs
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.
iTMENT FORMULA:
(DP-) X( ANCHOR CAR,"„g,E\ _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.
30" BAY
MULLION
I3.250"
M
PRODUCT REVISED
as complying with Ilia Flo"
Building Code
Acceptance Nom 18
��111111111 ,�
JjAl
C(F i
;i
• lLl
}; '• .SAYE OF r• � %.
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 16A
Anchor CapacItY
Table(lbs)
Substrate:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
F r Wood
Metal
5116° Elco
1/4" SS Eko
Mullion Capacity
114" SS Elco
Table
IbefR2
912 Steel
Anchor Type:
3116' Elco UltreconJ114"EICOecon
Uluacon
3116° Eko Ultracon-
1/4" Eko Uluacm
AppreGator
Ullmcon
AggreGalar
ScraW (G5)
So" (G5)
Screw (G5)
Anchor Clip PatternsEdge
1'
2-12'
1" 2-12'
2°
3118"
2'
0.48"
Opening Width
(for vemlcalVsparNvi
mulliorls)or
Opening Heght(forhorimrdaly-spamrgmullions)
2-12'-12'
3-118"
Embedment(in)
1.3/4"
1-314"-3/4'
2'
1-114"
60 in
1-114" 1-1/4"
1-114'
1-114"
701n
1J/8'
1-3/8"
varies
80
in
390 lbs901bs
BO
In
2701bs
280 lbs
100
in
7201bs
B481bs
1201n
442 the
560 lbs
1690
4 Anchors ® 3.5" Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 2):
1401n
780 the70
lbs
180
in
5601bs
WA 11201bs
501n
880 lbs
Rectangular
Trap/Tdang.
Rectangular
TraplTdang.
Rectangular
Trap/Tdang.
Rectangular
TrapJTliang.
Rectangular
22M Im
Treprrdeng.
Rectangular
TraplTdang.
Rectangular
TrepRdeng.
Rectangular
Load
7rap/7dang.
Load ng
1327 lbs
Rectangular
Trap/Tdang.
Loading
Loading
Lowing
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Load ng
Loafing
Loedna0
ng
3.26"46
Loading
Loading
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170.0
BB8
170.0
508
170.0
992
170.0
519
170.0
1116
421n
170.0
620
170.0
435
170.0
744
170.0
478
170.0
1275
170.0
1417
170.0
850.8251n
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
684
170.0
1195
170.0
723
170.0
1345
$72170.0481n
170.0
1484
170.0
7541n
1700
747
170.0
583
170.0
896
170.0
631
170.0
1046
170.0
797170.0
812
170.0858
170.0
891
170.0
1118
170.0
754
170.0
1275
170.0
801170.0
1434
170.0
878
157.1
1309
170.0
844138.7
1308
125.7
1308
183.5
984
104.8
1308
157.1
882
89.8
1309
157.1
982
78.6
1308
157.1
882
BO In
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
152.8
985
114.0
1247
iM.3
852
95.0
1247
138.2
938
81.4
1247
115.7
935
71.3
1247
135.7
935
631n
170.0
930
170.0
745
170.0
1116
170.0
850
162.9
1247
170.0
940
142.5
1247
164.5
987
128.7
1247
148.4
1190
163.7
985
129.9
1190
147.9
945
115.4
1190
138.5
928
'103.8
1190
128.4
914
88.8
1190
118.5
888
74.2
1180
118.1
BB3
84.9
11 g0
118.1
883
88 in
170.0
974
170.0
789
170.0
1188
170.0
803
80.8
1010
98.9
807
87.1
1010
80.8
785
57.7
1010
87.8
790
50.5
1010
87.7
788
c 721n
161.6
1010
169.8
877
134.7
1010
144.6
859
115.4
1010
127.2
842
88.8
1010
105.8
817
781
76.3
BOB
88.2
738
68.7
906
82.3
729
57.3
908
74.7
716
49.1
908
71.2
710
42.9
BOB
70. 8
708J
761n
137.4
BOB
143.8
792
114.5
BOB
122.0
775
88.1
BOB
107.1
OR
7
881
98.0
725
70.8
881
81.0
703
63.8
881
75.4
694
53.0
881
88.1
881
45.4
8(51
84.5
875
10.7
881
63.
rd 781n
127.1
861
132.5
754
105.9
861
112.5
738
90.8
$42.6%8
537
41.4
848
47.0
530
34.5
848
41.5
518
29.5
648
38.2
511
25.9
648
36.5
507
90 In
82.7
646
85.4
574
68.8
648
72.1
554
59.1
646
62.8
554
$45.8463
48.0
648
50.9
51.4
491
37.8
586
41.4
447.9
BB In
811.2
588
70.1
SOB
58.8
588
59.1
488
48.7
588
449
48.9
405
38.9
449
41.2
398
34.2
449
35.7
393
425
32.8
373
27.8
425
24.5
425
28.2
382
22.1
425
24.0
358
18.4
425
20.7
350
15.8
425
18.8
343
44.1
425
45.0
385
36.8
425
37.8
379
31.5
1201n
34.8
384
35.5
331
29.1
364
29.8
326
24.9
364
25.8
321
21.8
384
22.8
317
19.4
384
20.5
313
17.5
384
18.7
309
1441n
20.2
253
20.4
233
16.8
253
17.1
230
TABLE 168
Anchor CapacItY
Table(lbs)
Substrate:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
F r Wood
Metal
5116° Elco
1/4" SS Eko
5116' Elco
114" SS Elco
#10 Steel
#12 Steel
912 Steel
Anchor Type:
3116' Elco UltreconJ114"EICOecon
Uluacon
3116° Eko Ultracon-
1/4" Eko Uluacm
AppreGator
Ullmcon
AggreGalar
ScraW (G5)
So" (G5)
Screw (G5)
Anchor Clip PatternsEdge
1'
2-12'
1" 2-12'
2°
3118"
2'
0.48"
0.54"
0.324"
Distance (lc):
1°
2-12'-12'
3-118"
Embedment(in)
1.3/4"
1-314"-3/4'
2'
1-114"
1114"
1-114" 1-1/4"
1-114'
1-114"
2"
1J/8'
1-3/8"
varies
2Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips / (Fq. 1):
390 lbs
390 lbs901bs
1700 lbs
2701bs
280 lbs
359 lbs 7401bs
374 lbs
7201bs
B481bs
391 lbs
442 the
560 lbs
1690
4 Anchors ® 3.5" Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 2):
7801bs
780 the70
lbs
2525lbs
5401bs
5601bs
WA 11201bs
7481bs
880 lbs
1B921bs
6821bs
8851th
lbs
1880 lbs
6 Anchors 2.71' Mln. O.C. / (2) 2x5 Angle Crips / (Fq. 3):
11201bs
11201bs461bs
22M Im
WA
8401bs
WA 10591hs
WA
13201bs
WA
10221bs
1327 lbs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 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:
ANCHOR CAP.,„""„e,t
(DF,)X( )=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.
PIkIJDUC'r REVISED
as complying with (he Florida
HuildinBCode 1(0021$-O
Aca(Nance No 3
Expiration Date -7 X202)
.-/�'•. c;7rl P -O'. .' fir.. -
� Win_ •. FLORVV�': •'� CCJ, :�
A. LYNtJIfy1I4GER, P.E.
FL P.E.# 58705
1-1.000"-I
1.000" I-- --I 1.000" x
I--1.266--1 o
1.000" 1.000" .125" � a
r 125" o= v
2.750" .125" 3.125" .125" 3.188"
2.750" LL
650
il
.125" U375"
25" .125" N
2.116"
2.000" 2.000" .265" 10 F.
.125" Z N a VJ
L 125" L .375" " 500" i O W
r .900" I J W
J
1" X 2" X .125" MULLION 1" X 2"X.375' MULLION 1"X 2.75" X .375" MULLION 1" X 2.75° X .650" MULLION 1" X 3.125" X .5" MULLION 1.25" X 3.188" X .265" MULLION 1.26" X 2.11" X .125° MULLION ¢ o U)
6063-T6 ALUM. 6063-T6 ALUM. 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 X -SECTION X -SECTION 00 o
Z co 1,
j� f_.125"r x.125"
STANDARD CLIP
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" rr X -SECTION
.125"J I ^�
--I .740" F-
5.500"
CUT HERETO .375" 5.000"
.375" 3.125"y _ CREATE F -CLIP, SEE MIN. .375"
MIN. r DETAILF,SHEET4
IN.
A A U -CLIP A I- - - - -
L_7 J ---------------
-------- 6063-T6 ALUM.
/ TOPVIEW
/ 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+ 1/16".
5.5001, .375"
.375" MIN.
MIN.
I
r---- ------- I ------------
�
I
I I
I I
I I B
I I I I
I I rT I
-------� III �------�
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 G 0
125"
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+ 1/16".
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
✓��
Mull Dimension (sheet#)
Mullion
Std. Clip
PGT Part #
Onset Clip
U -Clip
Angle Clip
1" X2" X.125" (5)
66605
666113M
6661118M
666243M
666511M
1" X2" X.375" (6)
666006
666114M
6661119M
666244M
666512M
1" X 2.76'X.375" (7)
66607
666115M
6661120M
666245M
666513M
1" X2.75" X.650" (8)
66608
666116M
6661121M
666246M
666514M
1" X3.125" X.50d(18)
66637M
6661116M
6661114M
666242M
666515M
1.26'X3.1188" X.26
66641M
6661117M
6661113M
666241M
666516M
1.26" X 2.11" X .12
69370
N/A
N/A
N/A
666517M
OFFSET CLIP NOTES:
6063-T6 ALUM.
TOPVIEW 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 & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Dimension Value (in)
For Mullion:
A
1.625
1" X2"X.125"
Aluminum
Tube Mullion
B 2_654
C 0.895
D 0.740
A
1.125
1" X2" X.375"
Aluminum
Tube Mullion
B 2.404
C 0.635
D 0.490
A
1.875
1" X 2.75"" X
.375Aluminum
Tube Mullion
B 3.000
C 0.757
D 1.118
E .450 Min.
A
1.312
1" X 2.75" X
.650"
Aluminum
Tuba Mullion
B 3.000
C 0.476
D 0.836
A
2.000
1" X 3.125" X
500" Alum
Tube Mull
B 2.637
C 0.863
D 1.137
A
2.625
1.25" X 3.188'
X.265" Alum
Tube Mull
B 3.262
C 0.862
D 1.762
A
1.813
1.26"X2.11"' X
.121" Alum
Tube Mull
0
FROIDUCT REVISED
as complying with 60 Flinn*
Building
Acceptazlcc No Code 14-cls.l$•03
RXpimlipn Dale W21
\�•�� iii
LIQ_..
"--I oftwP•'
A. LYNN,fy�IL�R;�.E.
FL P.E.# 58705
-j 1.000" �-- --j 1.000"
1" X 4" X .125" }
MULLION
6063-T6 ALUM.
X -SECTION
t5"
125"
VX 4"X.375"
MULLION
6063-T6 ALUM.
X -SECTION
i"
1" X 4" X .375"
"T" -MULLION
6063-T6 ALUM,
X -SECTION
--1 .820" 1-- 1
100
---I .820" 1-- --1 .820" 1--
740"
y
}-{ .125"
L.1256"TANDARD CLIP063-T6 ALU M.2.125"
X -SECTION U -CLIP
6063-T6 ALUM.
.125" X -SECTION
.125"� U A
5.500"�
CUTHERETO
.375" I.� 3.125" 'j _ CREATE, SHE ,SEE
MIN. I DETAIL F, SHEET 4
1.25" X 3.25" X .100" 1.25" X 3.25" X .624" 1.25" X 3.94" X .624"
MULLION MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM.
X -SECTION X -SECTION X -SECTION
3.469"
2.661" .125" .375"
•125"
1.877" MIN.
I
I I
I I
I I
1
I I
I I
I I
J- -
I I
I I
I I
I
I
I
I
I I
I I
G 1.000
I I
I I
I I
I I
I I
I
I I
I I
I 1
I 1
I I
I I
I I
L - J
q 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
.125"
.125"
45"
2.250" 1I �I1
30'
3.2 BAY MULLION 3.50" 30" BAY MULLION 6063-T6 --------
6063-T6 ALUM. X-SECTIONTION
X-SECTIOI
r I .125"
.228"j �--.981"-� .226"J r -.98,"-i .740" -
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.
9
--1 I--.125"
2.000"
2X5 ANGLE CLIP
6063-T6 ALUM.
X -SECTION
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + V16".
375"
375"
I I
I I
I I
I I
II I
1
I H I
I I
I I
L
G OFFSET CLIP
6063-T6 ALUM.
TOPVIEW
U -CLIP
6063-T6 ALUM.
TOPVIEW
TABLE C
125"
TER OF
HOR HOLE I I
;T LIE WITHIN I
DASHED
iNDARY. SEE I
I I
ETS 5-20 FOR
ANCHOR O.C. F
ANCE.
;IMUM
MOR HOLE
dETER:
IHOR c-- ___-JI
METER + 1116".
Dimension Value (In)j
For Mullion:
F
3.6871'
X 4' X
.125"
Aluminum
Tube Mullion
G 1.000
H 2.660
1 3.000
F
3.167
1" X4" X
.375'
Aluminum
Tube & "T"
G 0.757
H 2.430
1 3.000
F
2.250
1.25" X3.25"
X.100"
Aluminum
Tube Mullion
G 0.750
H 1.500
1 3.250
TARI r r)
TARI_E C. CONT.
Dimension Value (in)
For Mullion:
F
1.938
1.25" X3.25"
X.624"
Aluminum
Tube Mullion
G 0.500
H 1.438
1 3.250
F
2.825
1.25" X 3.94"
X.624"
Aluminum
Tube Mullion
G 1.125
H 1.500
1 3.250
F
2.813
30' Ba Mull
F
2.875
45' Bev Mull
.375"
MIN.
MIN.
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
Mull Dimension
(sheet N)
Mullion
Std. Clip
PGT Part #
joffsetCllp
U -Clip
Angle Cllp
1" X4' X.125' (10)
69364
666111M
16WI122M
666241M
666518M
1" X4' X.375" (11)
66610
666112M
I 6661123M
666242M
666519M
V X4" X.375' "T (11)
66653
666112M
6661123M
666242M
666519M
1.25" X3.25' X.100' (13)
20160
6661127M
6661124M
6662410M
6665115M
1.25" X3.25" X.624' (14)
20161
6661128M
6661125M
6662411M
6665116M
1.25" X3.94" X.624' (15)
20162
6881117M
6661128M
868241M
688517M
30 Degree (19)
86649
WA
WA
WA
6665110M
45 Degree (20)
66650
WA
WA
WA
6685111M
IC4�)UCT REVISFI)
s complying with We Florida
Building Code (3
Acceptance No rP-0%1$ "0
EIpimfign Date Q= )
ITA
ON
: LIU.53700
�" Vii
�F
A.
A.
FL P.E. 58705
0
IF_1.14a0
Mull Dimension I PGT Part#
(sheet#) Mullion Std. Clip U Clip Angle Clip
2" X 4" X. 2Y (16) 66602 666261M 666271M 6665112M
2" X6" X.25" (17)1 66604 1 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
HOLE LOCATIONS. .
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.250"
2"X4"X.25"
MULLION
6063-T6 ALUM.
X -SECTION
2"X 6"X.25"
MULLION
6063-T6 ALUM.
X -SECTION
.375"
MIN.
.375"
MIN.'
q—
r -
I
I
I
I
1
I
-I
I
I
I---.125"
--- la --- I---
2"X
__
I
I
I
I
I
I
I
I
I
I
I
I
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 + 1/16".
5.5UU"
CUT HERETO
3.500"CREATE F -CLIP,
_ SEE DETAIL F.
r SHEET
.375"
MIN.
STANDARD CLIP
-----
I
L-------�
I
I
I
I
I
6063-T6 ALUM.
I
I
I
I
I
I
I
X -SECTION
I
I
I
I
I
I
I
I
I
I
.125"
I
I
I
I
I
I
I
' I
I
5.43
Ooz 2
90"-1
5.500"
J
CUT HERETO
'i
'�C
CREATE F -CLIP,
I L-
SEE DETAIL F,
QWPPTA
,375"
MIN.
--- la --- I---
2"X
__
I
I
I
I
I
I
I
I
I
I
I
I
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 + 1/16".
5.5UU"
CUT HERETO
3.500"CREATE F -CLIP,
_ SEE DETAIL F.
r SHEET
.375"
MIN.
r----
I
I
I
I
I
-----
I
L-------�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.686"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
I
5.43
STANDARD CLIP
6063-T6 ALUM.
TOP VIEW
I---.125"
1.490"
U -CLIP
6063-T6 ALUM.
X -SECTION
125"
375" 375"
I
+ 3.438"
I
U -CLIP, 6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE
—WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-20 FOR THE ANCHOR O.C.
—DISTANCE. MAXIMUM ANCHOR HOLE
\ DIAMETER: ANCHOR DIAMETER+ 1/16".
--11-—.125'
2.000"
2X5 ANGLE CLIP
6063-T6 ALUM.
X -SECTION
125"
5.000" .375"
MIN.
t ---------------------T
I I
I I
I I
I I
I I
I 1
3.438"
I I
.375"
L
I MIN.
�
2X5 ANGLE 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+ 1/16".
.375"
MIN.
.375"
I I I
I I
I I
I I
I I
I I
I I I
I I
I I
I I
t 5.438„ 4 - - -i
3" 5.438"
I I
I I I
I I
I
L MIN.
U -CLIP
6063-T6 ALUM.
USED FOR 2"X 6" MULLION. SHEET 17
TOPVIEW
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
r
('.DUCT REVISED
as complying with the Mori&
Building Code (6"O 1$. (}3
Acceptance Nor�-- 7-.�
Expiration Dale T2-jL- " 202 %
No. 53705 _.
7�ttt'
OF G/!\.
A. LYNN IMILLER, P.E.
FL P.E.# 58705
® IY Na n
IUmu
Q
0
Zoo
r
Ooz 2
U
J
r
('.DUCT REVISED
as complying with the Mori&
Building Code (6"O 1$. (}3
Acceptance Nor�-- 7-.�
Expiration Dale T2-jL- " 202 %
No. 53705 _.
7�ttt'
OF G/!\.
A. LYNN IMILLER, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
72'
MULLION
EXAMPLE 2: MULTIPLE MULLIONS
MULLION
LENGTH
OPENING
HEIGHT
FOR
HORIZ.
MULL WIDTH -1 r-
1 SEE I I DETAILS,
FENESTRATION SHEETS
PRODUCT'S 2-3—
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L-
SEE
DETAILS,
FOR THE VERTICAL MULLION:
DETAIL E,
SHEETS 2-3
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SHEET 3
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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.
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FROM TABLE 3A, SHEET 7, THE 1" X2.75" X.375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF
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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
TAILS,EET29
LD
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
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BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
LULL LENGOR'ZTH MULL LENGTH
OPENING WIDTH FOR VERTICAL MULL
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 2n
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"' a
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. ox
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FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375' MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD oz '
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NOT BE SUITABLE FOR THIS APPLICATION. x
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FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X.660' MULLION (LENGTH= 72", OPENING WIDTH= 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. to
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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 t4
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. Z H N
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3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W o
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
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(60 PSF) X 636 LBS ( 72.7 PSF / = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 413) 7 0
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
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DESIGN PRESSURE OF +50.0/-55.0 PSF.
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FOR THE VERTICAL MULLION:
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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,
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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
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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.
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FROM TABLE 3A, SHEET 7, THE 1" X2.75" X.375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF
W D_ Y
R'
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
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FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
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BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73" DIMENSION (35-1/2"+35-112"+2"=73").
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
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.
USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2'X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32'+72"+2"=1 06". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR 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.
2) USE TABLE 1213 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
(4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -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
ANCHOR TYPE IS A #12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+/-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.
PRODUCT REVISED
as complying with Yte Fie"
Building Code 16 021$•03
Acceptance No
E4pimtion DMemazlzam
By
J
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7
\II \"i wrUv tii��
No. 53705 --
T1 -A O �J
NA\- �ss�
A. LYNN MILLLk , P.E.
FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
PW
a a
SGD
PW
00
HINGED
DOOR
LOADING OF HORIZONTAL MULLION
m
PW
PW
III
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= U mH
LL
O
CONFIGURATIONS NOT SHOWN
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p
/gym/
/ql
^
LL
2) IF THE LOADING TYPE CANNOT
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BE DETERMINED, USE
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
PW
a a
SGD
PW
00
HINGED
DOOR
LOADING OF HORIZONTAL MULLION
LOADING OF VERTICAL MULLION
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
n y
m
PW
PW
III
o�
= U mH
LOADING OF VERTICAL MULLION
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
n y
m
RERESENTATIONS OF TYPICAL
2
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= U mH
LL
O
CONFIGURATIONS NOT SHOWN
o= 2
U
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LL
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(o
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:-itCAUCT REVISED
as complying aith &hhe Florida
1) DRAWINGS ARE
Building Code
RERESENTATIONS OF TYPICAL
Acceptance Nolrm..0211 p
CONFIGURATIONS.
Ex imti Date 2023
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
By
Miwn' a Product
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
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BE DETERMINED, USE
RECTANGULAR LOADING.
`. `•.•'\�,GF_N3F •. •Q _
i
3) SEE PRODUCTS' APPROVAL FOR
No. 50705 '
ACTUAL ANCHOR LOCATIONS.-
�;� �(lb
SLICOf
LOADING OF HORIZONTALi\ I \
A. LYNN PyLL,ER; E.
MULLION FL P.E.# 58705