HomeMy WebLinkAboutProduct AppriovalM IAWDADE MIAMI -DADS COUNTY
i i aPRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUiRCFS (R>+;R) 11805 SW 26 Street, Room 208
BOARD AND CODE ADNIMISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .vww.miamidade.Pov/economv
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 (AHD).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami- Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufachuer, 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 shall bear a permanent label with the manufacturer's name or logo, city, state,
model/scries, 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 Miaini-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 hispection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01 arid 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
Y411'
�� Approval Date: April 14 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Suhmitted under NOA No. 10-08.19. 09)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 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 5th Edition (2014), prepared by manufacturer, dated 01129115, 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
Manuea ez, P.E.
Product Cont of aminer
NOA N . 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. 14-1.105.01, 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 I E miner
NOA No. -0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
SEE DETAILS
A THRU G;
SHEETS 2-3
VE 2T.
ML LL
LEN 3TH
—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE
SEE DETAILS INSCRIBED INSIDE
A-D,G,H; RECTANGULAR
_ SHEETS 2 3 SHAPE
III 41
_LI SEE DETAILS
_ I A THRU G;
SHEETS 2-3
Orr 4ING
HEIGHT
FOR
HORIZONTAL
SEE DETAIL E, Ml LL
SHEET 3
FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE.
MUST BE
114 MANUFACTURED
V_ fl I - BY PGT. —
l II__
SEE DETAILS J
HORIZONTAL �- A-D,G,H;
MULL SHEETS 2-3
LENGTH HORIZONTAL
MULL —
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
LENGTH
OPENING
HEIGHT If
L ==�
h ---OPENING WIDTH --I
MULL �✓
LENGTH
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
STANDARDS USED;
GENERAL NOTES:,
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
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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,
GENERAL NOTES ...........................
1
za; o. • u
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
-INSTRUCTIONS...............................1
ELEVATIONS
1
o
0.x
...................................
a
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
MULL TO 2X WOOD ......................
2
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HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
MULL TO &MASONRY...........
INSTALLATTION NOTES ......................
2
2
a
a
NOT HAVE A GAP OF MORE THAN 114• FROM THE CLIP,
MULL TO MASONRY .......................
3
N
MULL TO STEEL STUD ...................
3
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
MULL TO MULL ................................
3
y
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED
ANCHOR SPECS .............................
3
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IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
ALTERNATATE CLIPS.....................4
O
cA
BAY MULL INSTALLATION ..............
4
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
1 X 2 X.125 MULL SPECS...............5
1 X 2 X.376 MULL SPECS ...............
6
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INSTRUCTIONS.
1 X 2.75 X.376 MULL SPECS..........
7
= (_
1 X 2.75 X.65 MULL SPECS ............
8
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5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 X 3,125 X .500 MULL SPECS........
9
to
Q G
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
1 X 4 X.125 MULL SPECS...............10
SPECS..,.
E- CO
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ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
1 X4 X.375 TUBE MULL
'T"
11
7 J
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
1 X 4 X .375 MULL SPECS........
1,25 X 3.188 X.265 MULL SPECS..A2
11
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1.25 X 3.25 X.1100 MULL SPECS_-
13
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6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
1 25
p I
X 3.94 X .624 MULL sPECS..,..15
G
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
2 X 4 X.25 MULL SPECS ................
16
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BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
2 X 6 X.25 MULL SPECS ................
17
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AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
1.26 X 2.11 X.1126 MULL SPECS....
30° X 3.25 BAY MULL SPECS.........
18
19
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REACTIONS.
46'X 3.25 BAY MULL SPECS.........
20
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MULLION & CLIP DIMENSIONS......
21-23
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6) REFERENCE; TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
EXAMPLES 1 & 2 ..............................24
LOADING EXAMPLES
25
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9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
......................
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W `S Y
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH
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PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
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10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
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11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
I----HORIZ- MULL LENGTH -
OPENING
HEIGHT
ENGTH-OPENINGHEIGHT
FOR
HDRiZ, VERT.
MULLMULL
LENGTH
OPENING WIDTH
FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSifAF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
O A1SI-S 10O-07IS2-2010
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFTI) 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 "TRIANGULAR/TRAPEZOIDAL".
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT2) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 1S SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBS/FT-1 OBTAINED IN THE TABLE IS HIGHER THAN THE. DESIGN PRESSURE REQUIREMENT (LBS/FT-) FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT,
PRODUCT REVISED
as complying with the Fibrilla
Building Code I(
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Acceptance No I(Cr
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By
Miam"'P'Ict
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No. 53705
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DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CLIP ?
INSTAL
THIS N
EMBEDMENT
I
��MULLION
SEE SHEETS
21-23 FOR HOLE
I LOCATIONS
R
Is
a BY OTHERS,
p SEE NOTE 1,
SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS, FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL B:
w i4
MULLION
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MULLION ATTACHED TO 1X
BUCKSTRIP
TYP. ANCHOR
WOOD BUCK AND MASONRY
AND
,,----PER SUBSTRATE,
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ATTACHMENT
/ SEE SEE TABLES IB -16B
(STANDARD CLIP SHOWN)
Building Code
Acceptance Noi3O
BY OTHERS,
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RECOMMENDED FOR
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WINDOWS, BUT MAY
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OTHER FRAME TYPES.
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ES 1B -16B
EDGE
DISTANCE
FOR
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SEE TABLES 1B -16B
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CLIP MAY BE
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FRONT VIEW
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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.
4/.� ,--MULLION
4 a
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EXTERIOR 4
EDGE DISTANCE
FOR MASONRY
ANCHORS
■ TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -13B
EMBEDMENT 4. •,
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
INSTALLATION NOTES:
I I
I TYP. ANCHOR
I PER SUBSTRATE,
SEE TABLES 1B-i3B
I I
I EDGE DISTANCE
FOR MASONRY
p ANCHORS
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THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
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SIDE VIEW
7)
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS.
--I —.125' MIN.
VAF IES
TOP VIEW
VARIES -f• -i
DETAIL E.
MULLION TO MULLION
INTERSECTION
(U -CUP)
1,0110�
lc:�o
MULLION
NOTES:
1) MAY BE INSTALLED IN "TEE" OR "CROSS"
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY,
3) SEE U -CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION.
#12 STEEL SCREWS,
SELF -DRILLING OR PRE -DRILL
MULLION AND USE SMS
MULLION
ZINTERSECTION ^
U -CLIP r(�/
EXTERIOR
SEE SHEETS 21-23 FOR
HOLE LOCATIONS
FRONT VIEW EDGE ® ®®
DISTANCE _
SEE TABLES
15-13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -13B
SEE SHEETS
21-23 FOR
HOLE
\ LOCATIONS j
MULLION
--Oda/
FOR STEEL STUDS THINNER THAN
FRONT VIEW �16 GA AND COMPLIANT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
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DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F -CLIP)
SEE DETAILS A-E,
\ ` SHEETS 2 AND 3 FOR INSTALLATION
x TO SPECIFIC SUBSTRATES.
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DE VIEW
WITH VX 4'X .125'
MULLION
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SHOWN
STANDARD MULLION CLIP
r -MODIFIED TO FIT FIELD
CONDITIONS.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR `
j
EDGE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F:
STANDARD CLIP TO BE
MODIFIED INFIELD.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
{MULLION
C
O O
TOP VIEW
5'
_ION END,
(STALLED
HULL.
N
e
wTn WMD
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
30° OR 45"
.Ao� rx`BAY MULL
I
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I I I
I I 4
TYP.ANCHOR
(7)/ —PER
y I SEE TABLES 15B OR 16B
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I 1
=: EXTERIOR
I
y I � 2" X 5" ANGLE CLIP,
2 PER MULLION END, MUST BE
INSTALLED INSIDE OF BAY MULL.
im
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AA
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X.125" MULLION.
2) SEE TABLES 1 B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL,
m
ALUM, CMU OR MASONRY
/
- -
EDGE
DISTANCE
PER
z
ANCHOR
F
NOTES FOR INSTALLATION OPTION G & R.
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
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TABLE 1A
Mullion Canacitv Table [ibsM21
Opening Width (for verlically-sparnirp mullions) or Openlnq Hei�_(ht 4for horizorttally-sparring mullions)
70 In 80 in 90 In _ 100 In 120 In 140 In 160 In
Rectangular TrapirTriang, Rectangular TrapMang. Rectangular TraplTrtang. Rectangular TreplTdang. Rectangular Traplrriang. Rectangular Trap7_d;n . _Rectangular TraplTrlang.
Loading Loading Loading TLoadingg TLoadingg Loading Loading TLoadingg TLoadingg Loadingg Loading TLoadingg TLoading Loading
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TL
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8 v a a 8b IgGg 3 G 0 11
c 8 o^ o or. 1i .5 ii^ o ��' � c h� o c^ `off c
79.9 408 107.8 321 69.9 408 104.4 319 82.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 M104.0 319 35.0 408 104.0 319
53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244
45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 2t9
37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.6 247 38.1 193 16.4 247 38.1 193
27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 - - -
23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143
20,6 165 23.1 136 18.0 165 21.0 134
15.9 139 17.6 11(l
TABLE 1B
FIGURE 2:
50 In
Z
T
60 In
1) SEE SHEET NSTRUCTIONS ON USING THE ES AND SHEET 25 FOR INFORMATION ON LOADING.
id
Rectangular
TraplTdang.
Rectangular
Repridang.
1 x 2 x .125
Loading
Loading
Loading
Loading
Alum. Tube
=
mi�
P
:91
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
�p
C:,m
P
Mullion
°'
c
� g
g
c
'
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ANGLE CLIP MUST BE USED IN PAIRS.
3.5k Con-.
125"
Hollow CMU
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
'
Filled CMU
PT Wood
Metal
4c
Cl)z z
C
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
C
Y
2
2
LC5, Lam'
114" SS Ek:o
tly1�
15�
#10 Steel
1112 Steel
N112 Steel
C,
yyp
G
114" Elco Uttracon
Ullracon
3116' Elco
Ullracon
114" Elco
Ultrecon
A9greGalor
Q2
AgpreGelor
Q
42 In
111.9
408
129.5
332
93.2
408
115.5
325
46 In
74.9
312
83.8
268
62.4
312
73.4
252
60.625 In
63.9
281
70.6
234
53.2
281
61.5
228
54 In
52.6
247
57.5
207
43.9
247
49.8
202
60 In
38.4
200
41.2
170
32.0
200
35.4
166
J
946 Ibs
341 Ibs
442 Itis
580 lbs
4 Anchors ®1.15` Min. O.C. 1 Standard (or OAset) Clip (Fig. 2);
480 lbs
700 lbs
WA
63 In
33.1
181
35.3
155
27.6
181
30.3
152
66 In
28.6
165
30.6
142
24.0
165
26.1
139
721n
22.2
139
23.3
120
18.5
139
i9.9
118
761n
18.9
125
19.7
109
15.7
125
16.8
107
78 In
17.5
118
18.2
104
_
WA
_
N/A
715 Ibs
( i Anchor I F -Clip (Fig. 5):
Mullion Canacitv Table [ibsM21
Opening Width (for verlically-sparnirp mullions) or Openlnq Hei�_(ht 4for horizorttally-sparring mullions)
70 In 80 in 90 In _ 100 In 120 In 140 In 160 In
Rectangular TrapirTriang, Rectangular TrapMang. Rectangular TraplTrtang. Rectangular TreplTdang. Rectangular Traplrriang. Rectangular Trap7_d;n . _Rectangular TraplTrlang.
Loading Loading Loading TLoadingg TLoadingg Loading Loading TLoadingg TLoadingg Loadingg Loading TLoadingg TLoading Loading
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8 v a a 8b IgGg 3 G 0 11
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79.9 408 107.8 321 69.9 408 104.4 319 82.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 M104.0 319 35.0 408 104.0 319
53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244
45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 2t9
37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.6 247 38.1 193 16.4 247 38.1 193
27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 - - -
23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143
20,6 165 23.1 136 18.0 165 21.0 134
15.9 139 17.6 11(l
TABLE 1B
FIGURE 2:
TABLE NOTES:
Z
T
• • •
1) SEE SHEET NSTRUCTIONS ON USING THE ES AND SHEET 25 FOR INFORMATION ON LOADING.
id
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� �
SEE SHEETS 214 FGENERAL INSTALLATION METHODSOOR
---1 1.000. +- -
J
rl
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.;
FIGURE 3:
=
Anchor Caoaclty Table
Ilbs)
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
Lij
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HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000" ; %-
O
Substrate:'
'
2.7k Concrete
ANGLE CLIP MUST BE USED IN PAIRS.
3.5k Con-.
125"
Hollow CMU
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
'
Filled CMU
PT Wood
Metal
Cl)z z
•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
V X 2" X .125" MULLION
5116' Elco
1111 1 1111
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
W
114" SS Ek:o
5/16' Elco
114" SS Elco
#10 Steel
1112 Steel
N112 Steel
Anchor Clip Patterns Anchor Type:
3115 Elco Ultrecon
114" Elco Uttracon
Ullracon
3116' Elco
Ullracon
114" Elco
Ultrecon
A9greGalor
Ultlacon
AgpreGelor
Screw (G5)
Screw(G5)
Screw (G5)
Edge Distance (in):
V
2.112'
1"
2-W
3-118"
V2-112"
T rn
1"
2-112"
2'
3-118'
2"
0.48"
0.54'
0.324'
Embedment (!n):1-314"
1-3141
1-314'
1.314"
2'
i -V4" 1
1-114"
1-114"
1-114'
114'
1AW
2"
1-318"
1318'
Merles
2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1):
390 lbs
3901bs
450 lbs
890 lbsJ
1644 Ibs
270 lbs
y 280 lbs
354 lbs
740 Ibs
3 4 Ibs
864 Ibs
946 Ibs
341 Ibs
442 Itis
580 lbs
4 Anchors ®1.15` Min. O.C. 1 Standard (or OAset) Clip (Fig. 2);
480 lbs
700 lbs
WA
NIA
NIA
NIA
380 Ibs
NIA
WA
NIA
NIA
NIA
682 lbs
885 lbs
1120 lbs
I 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips 1(Fig. 3):
780 ibs
7B0 Ibs
680 lbs
1580 Ibs
1896 Ibs
540 lbs
560 lbs
WA
760 lbs
748 lbs
880 Ibs
1B92 lbs
682 lbs
885 lbs
1120 Ibs
`I 2 Authors @ 0.45' Min. O.C. 1 U -Clip, Into .125' Alum. (Fig. 4):
WA
WA
WA
WA
NIA
WA
NIA
WA
WA
WA
WA
WA
_
WA
_
N/A
715 Ibs
( i Anchor I F -Clip (Fig. 5):
195 Ibs
195 Ibs
225 Ibs
445 lbs
822 lbs
135 Ibs
140 Ibs
177 IN
370 lbs
187 lbs
332 Ibs
473 lbs
170 Ibs
221 Ibs
280 tbs
If 2 Anchors @ 1.15" Min. O.CJ F-CH9 (Fig. 6}:
240 lbs
350 lbs
NIA
WA
WA
WA
i90lbs
WA
WA
WA
WA
WA
341 Ibs
442 lbs
560 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X( ANCHOR CAP .F„�,I, ) =ANCHOR CAP..
`MULLION CAP. W.1,
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.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
Z
T
• • •
1) SEE SHEET NSTRUCTIONS ON USING THE ES AND SHEET 25 FOR INFORMATION ON LOADING.
id
o
� �
SEE SHEETS 214 FGENERAL INSTALLATION METHODSOOR
---1 1.000. +- -
J
rl
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.;
FIGURE 3:
=
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
Lij
C:,m
• •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000" ; %-
O
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
'
ch
(0
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
125"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
'
FIGURE 4:
FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
Cl)z z
•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
V X 2" X .125" MULLION
U �,
1111 1 1111
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
W
0 0
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
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Ex iration Date fr«,
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TABLE 2A
N h c°3
Mullion Capac)ty Table (Ibslfkz)
r z
Opening Width (iorverlically-spanN mullons) or Opening Helght(brhorizontalry-sparrming miens) �� a
50 in 60 in ! 70tH 80 In 901n 100 in 120 in 140tH 160 in 4uq.
Rectangular TrapfTdang. Reotangular Trap(Triang. Rectanj-v ar TrapYTriang. Reclanguiar Trapt-ldang. Rectangular TraRT0--ng. Rectangular TraplTdang, Rectangular Trapfrflx-V Rectangular TrapfTdang. Rectangular Trapfrriang. a
1 X 2 X .378 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadirg Loa*Q Loading Loading Loading Loading Loading Loading Loading z U
Alurn. Tube
Mullion a� �� a ��� �� 3g 3� r3 {i�� a>3 �. "� u^41
G G 2 G G G G G G 4 G G G •)
�
ja
-25
�_ �g z ;`°gip° w
42 in 170.0' 620 1170.0 435 151.3 662 170.0 478 129.7 662` 170.0 5o6 113.61 662 169.5 518 -100.9 662 168.9 517 90.8 862 168.9 517 75.7 662 168.9 517 64.9 662 168.9 517 66.7 652 168.9 517 11J
48 In 121.6 507 136.0 419 101.4 507 1119.2 410 86.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 396 380 507 99.0 396 W
50,6251n 103,7 458 114.6 379 86.4 456 99.9 371 74.1 456 90,5 364 64.8 456 84.6 360 67.6 456 81.3 357 51.8 446 80.0 356 43.2 456 80.0 356 37.0 456 80.0 35$ ! 32.4 456 80.0 356 2
541,, 85.4 400 93.3 336 71.2 400F5775270
328 61.0 400 72.7 322 53,4 400 67,3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61,8 313 30.5 400 61.8 313 26.7 400 61.6 313 0
60 tH 62.3 1 324 ({.9 276 51.9 324 44.5 324 51.2 264 38.9 324 46.9 260 34.6, 324 43.9 I 257 31.1 { 324 420 255 25.0 324 40,5 253 22.2 324 40.5 253 19.5 324 40.5 253 D
C 63 In 53.8 294 57.4 252 44.8 294 49.2 246 38,4 294 43.6 241 33.6 294 38.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33,5 230 19,2 294 33.4 230 16.8 294 33.4 230 2
66 In 48.8 268 49.6 230 39.0 1268 ` 42.4 715 33.4 268 37.5 221 29.2 I 266 134.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28,0 210 18.7 268 27.7 209 14.6 268 21.7 209 z z° cG
721n 36,0 225 37.9 196 30.0 225 $22 191 25.7 225 28.4 188 22.6 225 25,6 185 20.0 225 23.5 182 18.0 225 22.1 160 15.0 225 20.3 177 12.9 226 119.6 176 11,3 225 19.6 176 W c QW
3
76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21,5 167 17.0 202 19.7 165 16.3 202 18.4 163 12.8 202 18.7 160 10.9 202 15.9 158 9.6 202 115.6 158 J 0 fl is 12
78 in 28.3 192 29.6 168 23.6 192 25,1 165 20.2 192 220 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.6 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 Q -1
T-
90
90 In 18.5 144 19.0 128 15.4 144 16.1 126 r z Z) Q N O
Q Z
96 In 15.2 127 15.6 I 113 ` I I I ' ` I - - - - 6 m 00
C)
TABLE 2B _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA: to
Anchor Capacity Table Mal ANCHOR CAP. W X
Substrate; 2.7k Concrete 3.5k Conc. Hollow GMU FYled CMU PT Wood Metal_ (DPS,) X =ANCHOR CAP., , i ty N
MULLION CAP.,,,GM
5116" EkA 114' SS Elco 5116' Elco 1I4^ Ss Elco #10 Steel 11!12 Steel #12 Steel L) X
Anchor Clip Patterns
Anchor Type; 3116" Elco Ultrecon 114" Elco U1Vacon 3116' Elco Ull(econ Ifo" Elco Ulvacon - < Q 0 0
Ultracon AggreGala Ulvacon AggreGatar Sctew (G5) Screw (G5) screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Y -
Edge Distance (in). 1" 2-112' 1' 2-1 IT 33-1/8" 1" 2.112' 1" 2-12" 2" 3-116- 2' 0.48' 0.54" 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN a o Z to U)
Embedment (in): 1-314' 1.314' 1-314" 1314' 2' 1-114" 1.114^ 1-114" 1-114' 1.114' 1-114" 2' 1.318' 1-318" Verus ACTUAL PRESSURE REQUIREMENT FOR THE _� a �� a
m�
2Anchors 4.75" Min. 0.0- ! Standard or Offset Clip (Fig. 1): 394lbs 390 Lbs 450 lbs 090 lbs ifi44 bs 2701108 280 lbs 354 lbs 740108 3741bs -654 - lbs 946 lbs 341 Ibs 442 lbs %0Itts OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors C 1.15" Min. O.C. I Standard (ofCftet) alp (Fig. 2): 4801bs 7001bs WA NIA NIA WA 380 lbs WA NIA WA NIA WA 682 lbs 05 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED r 0 w�
4 Anchors @ 3" Min, O.C.1(2) 2x5 Angle Clips f (Fig. 3); 780 lbs 780 lbs 660 lbs 1%0 lbs 1896Ibs 540 lbs 5601bs WA 7601b5 748 lbs 880 lbs 1892 b 682105 8851bs - 51201b6 MULLION. IT WILL YIELD A MINIMUM ANCHOR
J 2 Anchors @ 0.45` Min. O.C. l U•Glip, Into .125' Alum. (Fig. 4): WA WA WA WA NIA WA NIA WA NIA WA WA WA WA WA 715105 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor F -Clip (Fig. 5)7 195 lbs 195 lbs 225 lbs 445 lbs BZ2lbs 135Ibs 140 lbs 177 lbs 3701bs 187 lbs 332 lbs 473 lbs 170Ibs 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors Q 1.15" Min. O.C.1 F•C1ip (Fig, 6): 240 lbs 350 Ibs WA WA NIA WA 190 lbs NIA NIA WA WA WA 341 lbs 442 lbs 5601105 ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: P --R t)CT REVISED
as complying lvilh dw Fiowidl>r
1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Building Code )1.000" Acceptance )v0 1 -1/2 • D�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Expiration Ize �flzi
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. j By
FIGURE 3: Miami de Prorktct
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000"
• • , HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. { LYlJfJ
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ; �` ,\�N. • • ?��(� �;
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ANGLE CLIP MUST 113E USED IN PAIRS. .375" `
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 I' ' i\o. 56705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125"
01 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEELTO BE AT 1" X 2" X .375" MULLION
LEAST ,125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 11/
%��5. 3••333•..• •' 1.��.'�
A. LYNN Mll Ek, P.E.
FL P.E.# 58705
TABLE 3A ®N n
Mullion Cavactty Table 09M)
Opening Width (for vertically-spanrlingmullions) or Opening Height (for horizontelly-spanning rndlions) x�
50 in 60 in 70 in 80 in 90 In , 100 In 120 In 1401n 160 in s c e p
Rectangular TraplTdang. Rectangular TraplTdang. Rectangular TreplTdang. Rectangular Treplydang, Rectangular Trap/Tdang. Rectangular Treplydang. Rectangular TrepMang. Rectangular Traplydang. Rectengular TreplTdeng. k
7 X 2.75 x Loading Coating Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading r2 v
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Tube..qpy..y "
A N W W 11 liL W W m 6� tl. 0. dp ti� - 6 �� 6 11A 6 it� 06
R ±i9 6 6" li AN u7
Mullion C G G a G G a CL .0 G G G G 06
G G G d G G G I G G
3 c c ci d 3 _ 113 8 8 3 � c� 3 � 8_ � a_ 9
La•KrJS �c a �XG14 !� �c a _�c� KS�G� eI' o _asg s�c� Q�° rSr _a �iG� d° e ;3mac� = a 2'c� a �dG da �'c� da �C G 3 �G ap•a�G ai'sc a
uL,r--
5
a W
W
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42 in 170.0 620 t70.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 ;170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 130t 170.0 521 J W
J W
48 in 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 _
50.625 In 170.0 747 170.0 563 170,0 696 170.0 631 167.8 1032 170.0 684 146.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83,9 1032 170.0 756 73.4 1032 170.0 756i
CO
541n 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145,0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.5 907 140.0 709 m O ^ H
_ _ M
60 in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 683 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574. 44.1 735 91.8 574
J
631n 121.9 666 130,0 570 101.6 668 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 668 75.8 521 43,5 666 75.6 521 38.1 666 75.6 521
661n 108.0 607 117-4 522 88.3 607 96.1 511 75.7 607 a5.0 501 66.2 607 77.1 493 56.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.8 607 62.7 474 33.1 607 62.7 474 Z W Z m
IL d ��
72 In 181.6 ` 510 ` 85.8 ` 443 68.0 510 73.0 434 58.3 510 , 64.3 I 426 51.0 I 610 57.8 419 45.4 510 153.3 413 40.8 510 50.0 408 34.0 510 _45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 = J W
761a 169.4 1` 458 172.5 1 400 57.8 458 61.7 392 •49,6 458 154.1 385 43.4 148.8 '378 38.6 458 4+L•8 373 34.7 458 141.6 368 26.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 Q = v
78 In 64.2 ` 436 `67.0 ` 381 53.5 435 58.8 373 45,9 435 , 49.8 386 40.1 I 435 44.7 360 35.7 435 40,9 355 32.1 , 435 , 38,11 351 28,8 435 34.4 344 22,9 435 32.8 341 i 20.1 435 32.2 340 Q
90 In 141.8 , 327 143.1 ' 290 34.8 327 36.4 285 29.9 327 131.8 I 280 26.1 I 327 128.3 275 23.2 327 25.7 271 20.9 327 123.7 268 17.4 327 21.0 262 14.9 327 19.3 258 i Q Z N O
95 In 34.4 287 35.4 257 28.7 287 29.9 252 24.6 267 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 crJ m m 0p v
1 X A a
11081n 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 t98 15.1 227 16.0 195 W
111 In 22.3 215 22.7 194 18.8 215 19.1 1191 15.9 215 16.6 188_ _ WFL N
120 in 17.6 184 17.9 167 ` I _ _ I U X Q
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: r Z U) U)
Anchor Capacity Table (lbs) ANCHOR CAP., , , E n m 0 m0
Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal (DP_) X - ANCHOR CAP.�° - 5 m 3:MULLION CAP. m a
5116" Ed3116
Elco Elco Ulrracon 114" Edo Utlrecon 114" SS Elco 5116' Elco 114" SS Elco p10 Steel #12 Steel 912 Steel `�„ 4N
Anchor Clip Patterns II Anchor Type: 3116^ Elco Ultracon ]14^ Edo Ultrecon "
Ultrecon AggreGalor Ullracon AggreGator Strew (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance (in): 1" 2-112" 1" 2-]/2' 3-118" 1" 2-112" 1" 2-112° 2' 3.118" 2" 0.48• 0.54" 0.324^ CAPACITY REQUIRED" CORRESPONDING TO AN
Embedment (In): 11-314" 1-314" 1-314" 1-314^ 2' 1-114" 1-114" 1-114" 1.114" 1.1/4" 1-114' 2" 1.3/8" 13/8' ~®ries ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 4.75" Min. O.C. 1 Standard or Offset Clip (Fig. 1): 390 lbs 39D lbs 450 lbs 890Ibs 16441bs 270 lbs 260 lbs 354 lbs 740 lbs 3741bs-6641bs 946 lbs -341 ibs 442 lbs - 560 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15' Min O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs WA WA N/A N/A 380 Ibs NIA N/A WA N/A WA 682 lbs 885 lbs 11120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Anchors ® 3" Min. O.C. / (2) 2x5 Angle Clips I (Fig. 3): 780 lbs 7801bs 680 lbs 1560143 1896 Ibs 540 lbs 560 lbs WA 760 lbs 748 lbs 8W lbs 1892 lbs 662 lbs 885 lbs 1120 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR
2 Anchors ® 0.45' Min. O.C. / U-0I1p, into .]25" Alum. (Fig. 4): NIA N/A N/A NIA WA NIA WA WA WA WA N/A WA NIA NIA 715143 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/ F-Ciip (Fig. 5): 195 lbs 195 lbs 225143 445 lbs 822 Ips 135 lbs 140 lbs 177 lbs 310 Ills 187 Me 332 lbs 473 lbs 170 lbs 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 1.15" Min. O.0 I F-Cllp (Fig. 6): 240 lbs 350 lbs WA WA WA NIA 190 lbs WA NIA NIA NIA WA 341 lbs 442 lbs 560 lbs ANCHOR CAPACITY TABLE.
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. PRODUCT REVISED
as complying with We Florkh
Building Code O 248"
FIGURE1: FIGURE 2: Acceptance % IrV'
2�
TABLE NOTES: � 1.000" Expiration Ewe
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DWI
By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi aPdNroduct t�titrgl
`\`1i111f1irl//
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: O (�
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750" ; . ' �GENSF.�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. !jai (05
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED %%JJ
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED _� LCr .375„ 0 + / !}f
FIGURE 4: FIGURE 5: FIGURE 6: „ -0 { b 11.1
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 1" X 2.75" X.376' MULLION
• • LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S. S. OR 410 S. S.
A/ 4 I , i6-yFR, P.E.
FL 58705
TABLE 4A ®'^
I�Idlir>n f'a nar•i��l T1whIA 11hRfR�� �� �� F
Opening Width (for vert9caly-sparving mUlions) or Opening Height (for hodzontalVyanrin�, Mdllons) � LL
50 In 60 in 70 in 80 In 90 In 100 In 120 In 140 In 160 in 0
Rectangular Tr o o ~
1x2,76x � �'T6�9• Rectangular TreplTriang. Rectangular Trap/hiang. Rectenguiar Trapll'riang. Rectangular 7rapJTdang. Reclarrguter TrapJTdeng. 'Rectangular Trap1'rrieng. Rectangular• 7rspJTriang. ;Rectangular - TraplTriang. 4� ac
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading o x U
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U v U Uv U Uv U U v U U U U U U U U Uv Uv
U U v U U 4 U v U U v U 0-0 U 0a :, o m
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rn
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42 In 170.0 620 170.0 435 170.0 744 170,0 478 170.0 688 170.0 508 170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 158,7 1020 170.0 521 ' 138.8 1620 170.0 521 J W
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170,0 680 141.7 1417 170.0 680 121.5 1417 170,0 680 106,3 `1417 170.0 680
cao
50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 884 `170.0 1`195 170.0 723 162.6 1286 170.0 747 146.3 1266 170.0 756 121,9 1286 170.0 758 `104.5 1288 t70.0 756 1 91.4 1286 170.0 756 W O o 0
54 in 170.0 797 170.0 612 170.0 956 170.0 68t 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 86.1 1130 170.0 561 75.3 1130 `170.0 861 m ce)CD H
60 In 170.0 Bey 170.0 701 146.5 915 162.3 781 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 i 54.9 915 114.4 715
U)
63 in 151.8 830 181.9 710 126,5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 670 84.4 830 104.6 662 75.9 830 90,4 656 63.3 630 04.5 649 54.2 830 94.1 649 ° 47.4 830 04.1 049 U
.0 Z Wz m
66 In 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 608 66.0 757 84.2 600 55.0 757 79.0 593 47.2 757 78.2 59t , 41.3 757 78.2 591 C d a, m c
G U) u H
J 72 In 101.7 636 106.8 552 84.8 838 9t.0 540 X72.7 636 80.1 530 63.6 838 72.2 521 58.5 836 68.5 514 50.8 638 62.3 508 42.4 638 57.2 500 38.3 838 55.3 497 31.8 838 55.2 497 _ @ mW
�A U rrZ
761n 88.5 571 90.4 498 72.1 571 76.8 488 -Orr 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 484 . 43.2 571 51.8 459 36.0 571 47.0 451 30.8 571 44.8 447. 27.0 571 44,5 446 Q r
781n 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42,9 428 28.6 542 40.6 425 25.0 542 40.1 423
04
90 In 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 `18.6 407 24.1 322 16.3 407 23.0 319 to Z00
co m00 o;CD
961n 42.9 358 44. t 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 211.5 358 24.0 298 17.9 358 21.0 280 15.3 358 19.2 284 0 X N a o
U) _ _
108 in 30.1 283 30.8 255 25.1 283 25.8 251 21.5 283 22.5 247 18.8 283 19.9 244 16,7 283 18.0 240 15.11 283 16.5 237 - W Y
1111n 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18,3 231 15.4 287 16.5 228 I i W N U) (!)
120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 ! U X Q
TABLE 4B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: NZ mQ m0
Anr•„l��f r`�nr1;)h/ TAhIf llhsi� ANCHOR CAP., - $cr
Substrate: 2.7k Concrete 3,5kConc. Fi IMCMU Filled CMU PT Wood Metal (DP.jX ( -:-)= ANCHOR CAP.,,E,
5116" Floc 114' SS Elco 5110" Elco 114' SS EICo #10 Steel #12 Steel #12 Steel MULLION CAP. F �w„�E
Anchor Clip Patterns
Anchor Type: 3116" Elco Ullracon 114° Eko Ullrecon Ultracon 3116" Elco Ullracon 1!4' Edo Uttracan AggreGator Ullracon AggreGator Screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance (in): 1" 2-1W 1^ 2-112' 3-116' 1" 2-1W 1" 2.1/2" 2' 3.118" 2' 0.48" 0.54" 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN
Embedment (n): 1-314" 1.314" 1-314" 1-314" T 1-114" 1-114" 1-114' 1-114" 1.114" 1-114^ 1318' - 13/e" trades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 4.75' Min. O.C. ! Standard or Oftet Clip (Fig. 1); 390 lbs 390 lbs 450 ft 690 lbs 1644 lbs 270 Ibs 280 lbs 354 lbs 740 lbs 374 Ibs Wl lbs - 961bs 9115s 442 lbs 5601bs - OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15' Min. O.C. 1 Standard (or Ousel) Clip (Fig. 2): 480 lbs 700 Ibs WA WA WA WA 380 lbs WA WA WA WA WA 662 lbs 8851 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Anchors @ 3' Min. O.C. 1(2) 2x5 Angle Gips I (Fig. 3): 780 Ibs 780 lbs 680 lbs 1560 lbs 1696 Ibs 540 lbs 560 lbs NIA 760 lbs 748 lbs 6801bs 1692 lbs 682 bs 885 bs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR
2 Anchors ® 0.45' Min. O.C. I U -Clip, Into .125" Alum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor ! F -Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 Ibs 622 Ibs 135 Ibs 140 ibs 177 lbs 370 Ibs 187 Ibs 332 lbs 473 Ibs 170 lbs 221 Ibs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15' Min. O.C.1 F-Cilp (Fig. 6y 240 lbs 350 lbs WA WA WA NIA 118) ISS WA WA WA WA WA 341 Ibs 442 Ibs 560 lbs ANCHOR CAPACITY TABLE,
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as coni
lyi gith9REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as cnnrplyin6 with 1ho FlbrtAe
BuildiugCode 1'-b2X&,o,3
FIGURE 1: FIGURE 2: TABLE NOTES: Acceptance at _
• • • • ---� 1.oao" �--- Ex}lirati«r Date' A02l
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
B ,�_
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miain' de Plnln ,c "l
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y \� ON l /;V14
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750"
• • • HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
• F is
;`• NO. 5c3705
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. r
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 650"V
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r% �117
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" �' '•, S fAl C OF
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 1" X 2.75" X.650" MULLION '�� S' • • • •. •.' .N
• THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.I` j A\-
111110,
A. LYNN MILLER, P.E.
FL P.E.# 56705
m
TABLE 5A ® R
Mullion Coaaeityr Table ilbtstll) _
Opening Width (for vertically-sparving millions) or Opening Height (for horizontally -sparring mUlions) llx �
50 In 60 in 70 In 80 In 90 In 100 In 120 in 140 In 160 In m O
RectermlAw TF TriwV. Rectangular TrWTdang. Rectangular DWTdang, Rectangular TraidTrieng. Rectangular Trap(Mang, Rectangular TrapfTliang. Rectangular T1ral0dang. Rectangular TrapiTrieng. Rectangular TraplTdang. a
1" x 3.125" x Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loadng Loading Q z U
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Tube Mull CL
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Ir -
L Is s- is'L L o ? z t g ? U}
• U�
W &R 2_ 2 rO 5
421n 170.0 620 170.0 435 170.0 744 170.0 478 170,0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.01488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J tl!
4511n 170.0 708 170.0 524 170.0 850 170,0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1170.0 1417 170.0 680 157-7 1577 170.0 680 135.1 1577 170.0 680 :116.2 1577 170.0 680
_ �6 N
50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121,5 1495 170.0 758 106.3 1495 170..0 756 m o O
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 11401 170.0 837 149,5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170.0 561 93.4 1401 170,0 801
601n 170.0 885 170.0 701 170.0 1083 170.0 707 158.5 1156 170.0 e78 138.7 1156 187.0 928 123.3 1150 156.5 917 111.0 1158 149.7 910 92.5 1156 144.5 903 79.3 1156 144,5 943 i 89.4 1156 144.5 903 17-
63 In
7-631n 170.0 930 170,0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.4 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1649 118.9 819 59.9 1049 118.9 510 U 6
681n 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 100.4 767 69.5 955 99.8 749 59.6 955 98,7 746 52.1 955 98.7 748 Z W z m
-- W E-
72 in 128.5 603 134.9 697 107.0 803 114.9 062 911.6 803 101.1 670 80.3 803 91,2 659 71.4 803 D3.9 &18 84.2 803 78.6 842 53.5 603 72.2 832 45.9 503 89.8 626 40.1 803 89.7 627 to t W
J Jo U aZ
76 in 1109.2 721 114.1 629 91.0 721 97.0 816 76.0 721 85.1 805 68.3 721 78.5 595 60.7 721 70.1 588 _ 54.6 721 65.4 570 45.5 721 59.4 569 39.0 721 56,6 564 ; 34.1 721 58.1 563 r
781n 101.0 884 105.4 599 64.2 884 80.4 SD7 72.2 664 70.4 576 63.1 684 70.4 567 56,1 684 64.4 558 50.5 684 59.0 551 42.1 684 54.1 541 38.1 684 51.3 536 311.6 684 50.6 534
Z Q O
901n 65.8 514 07.9 458 54.6 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 5114 37.3 421 27A 514 33.0 412 23.5 514 30.4 406 20.6 514 29.0 403 4 ic) Z
F_ d .00o0
961n 54.2 452 55.7 404 45,2 452 47.0 396 38.7 452 40.9 390 33.0 452 36.4 384 30.1 452 32.9 378 27A 452 30.3 373 22.6 452 26.6 365 19.4 452 24.2 359 16.9 452 22.8 355 a p
108 In 38.1 357 30.9 322 31.7 357 32.7 3117 27.2 357 28.4 312 23.8 357 25.2 308 21,1 357 22.7 303 1 19.0 357 20.8 299 15,9 357 18.0 283 13.6 357 18.2 287 11.0 357 15.0 283 W C4
111 In 35.1 338 35.8 306 29.2 338 30.1 301 25,0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 280 17.5 336 19.0 284 14.6 338 16.5 278 12,5 338 14.8 273 1 11.0 338 13.6 269 M U)
1201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 115,4 289 16.3 249 _13.9 289 14.9 240 11.8 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 < Q O O
Z
TABLE 5B _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA: a -n m0 3,Q
AnchorCaaedty Table tibs1i ANCHOR CAP. 3 ma
Substrate. 2.7k Concrele 3.5k Calc- f Hdlow CMU Fated CMU PT Wood MCIz> _ (DP.1) X `"°""�� = ANCHOR CAP., , o y o
5f16" FIED 114' SS Elco 506' Eko 114' SS Elco #10 Steel #12 Steel #12 steel MULLION CAP., , B E //
Anchor Clip Pette me AnchorZype 3+16 Elco u5racon 114' EkoUgracon unracon 3116' Etcounracon v4• EYcoUttraco0 AggreGalor UlUacen AggreGator Screw(G5) screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Ed¢e Dlslance pnj 1' 2-112" 1" 2412" 3118' 1" 2-112' 1• 2-1112" 2" 3-116' 2' 0.48' 0.54• 0 324' CAPACITY REQUIRED" CORRESPONDING TO AN
II Embedment (In) 1314" 14414 1314• 1.314• 2• 1-114• 1-V4• 1-114" 1-114" 1.114' 1-114" 2" 1-318• I-wr vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 4,75 Mtn. O.C. I SlattaaM or onset Chp (R1 k 11 380 IUs 390 tbs 450 tbs 890 IDs 1644 IDs 270 IDS 21NIM W IDS 7401bs 374 las 664 lbs 946 IDs 341 IDs 442 IDS - 560 bs OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors ® 1.15' Min. 0_C. I Standard (or Offset) Clip (Fig. 4 480 IDs 700 IDS NIA WA NIA NfA 380 IDS NIA WA NIA WA WA eel IDs 885 ibs 1120 Ibs CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Afxhars @ 3" Min. O.C. / (2) 2x5 Angle Clips 1 (Fig 4 780 IDs 780 IDS 680 IDS 15M IDS 1896 IDs 540lbs 560 tbs NIA 7601Ds 74810 800 lbs 1B92IDS 682166 8851h9 1120 lb& MULLION. IT WILL YIELD A MINIMUM ANCHOR
3Amtxn @ 0.45' Min O.C. I U•Clip• into .125' Alum, (Fig. 41 NIA WA NIA WA NIA NIA WA NIA WA NIA TMA WA NIA WA 1073 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchorl F-Cllp (Flg 4 195 IDs 1195 we 225 IDS 445 IDS 822 IDS 135IDs 140 IDS 177 IDs 370 IDS 187 lbs 332 IDS 473 lbs 11701bs 221 Ills 280 Ins ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors ®1.15" Min, 4.C1 F -C (Flg 61 240 lbs 390 Ibs NIA WA NIA NIA 1001 S NIA WA NIA WA WA 341 IDs 442 IDS 560 Ins ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
ns complying %viih the Fkxidll
H 1.040"-I Building Code
Acceptance
FIGURE 1: FIGURE 2: TABLE NOTES: E iration Date
M i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. s By
• SEE SHEETS 2-4 FOR GENE=RAL INSTALLATION METHODS. Mru Dadorroduct
�1tllilrrl
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3.195"
FIGURE 3'.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
• ! • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � r
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. : r Nu. 5�i7O5
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
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55_ ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
1"X 3.125" X .5" MULLION '1 117 R1D, • `
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
oll (1" VF MULLION)
THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
A. LYuI WLLER, P.E.
FL P.E.# 58705
TABLE 6A
Mullion Capacity Table (Ibslfit2)
Opening Width (for vertically-spanring millions) or Opening Height (for horizontally -sparring mullions)
50 In 60 In 70 In 80 in 90 In 100 In 120 in 140 In 160 In
Rectangular TraplTdang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular Trapl Tang. Rectengular TreplTriang. Rectangular Traplydang, = Rectangular TraplTr{en9.
1 x 4 X .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Loading Loading
Alum. Tube .i�2V0tc Gq PQIS G �p P
Mullion a V G-V}c G
i cV O
i
AS FL K ��a VG 9 9 a
O O O ji O y O O y O O O
Q N cis
G'y7p1
G a rL
42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 t70.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 145.8 1469 170.0 521 :127.6 1469 170.0 521
48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 ! 97.7 1303 170.0 680
50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 1170.0 723 156.1 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 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 t70.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 : 123.6 1158 170,0 856 102.9 1158 170.0 861 88.2 1158 t70.0 861 77.2 1158 170.0 861
601n 170.0 885 170.0 701 1661 1042 170.0 797 142.9 `1042 161.11 832 125.1 1042 146.7 815 11t.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125_1 782 7t.5 t042 125.1 762 62.5 1042 125.1 782
63 In 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 1113.4 992 131.0 762 100.8 992 121.4 768 90,7 992 114.6 758 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108,0 744
66 In 165.4 947 1170,0 789 137.8 947 t48.0 786 116.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82,7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 ! 51.7 947 94.0 711
C 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 649 88.7 686 67.9 849 62.7 675 56.6 849 75.3 659 48,5 849 72.6 652 42.5 849 72.4 651
J 76 In 115.6 762 120.7 665 96.3 762 102.6 652 62.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.6 762 69.2 613 48.1 762 62.8 602 41,3 762 59.9 597 36.1 762 59.4 595
2 78 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 699 59.4 724 68.1 591 53.4 724 63.4 563 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 555
90 in 69.6 543 71.8 463 58.0 543 60,7 474 49.7 643 52.9 466 43.5 $43 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 29.0 643 34.9 436 24.8 543 32,1 430 21.7 643 30.7 426
961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.6 478 36.5 406 31.8 478 34.6 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376
1081n 40.3 377 41,`1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 . 20.1 377 22.0 317 1&0 377 19.0 310 14.4 377 17.1 304
111 In 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294
i
120 to 29.3 308 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 18.3 306 17.3 263
144 In 117.0 212 17.2 196 i
TABLE 6B
LO
N
Z
O
1-
Anchor Caoaclty Table
fibs)
W
W
Substrate:
0 ❑
2.7k Concrete
3.5k Conc.
y
Hollow CMU
(y)
O
Filled CMU
PT Wood
Metal
M
J
5116' Eico
(f) o
1l4" SS Elco
5118" Elco
114" SS Elco
#10 Steel
#12 Steel
#12 Steel
Anchor Clip Patterns
Anchor Type:
3118" Elco UlUacon
114" Elco
INlracon
UlUacon
31`18" Elco
111tracon
114" Elco
Uftracon
AggreGator
Ullracon
AggreGator
Screw (G5)
Screw (G5)
Screw (G5)
Edge Distance (in):
1"
2-112"
1"
2-112'
3-118"
1"
2-112"
1"
2.112"
2"
3-118'
2-
0.48'
0.54"
0.324'
j Embedment (in):
1-314'
1.3/4"
1.3/4'
1-314"
2'
1-114"
1-114'
1-1114"
1-114"
1-114"
1-114'
2'
1J18"
1-318'
varies
2 Anchors Q 4.75' Min. O,C. 1 Standard or Offset Clip (Fig. 1&2):
3R1bs
390 lbs
450 lbs
890 lbs
1644 lbs
270 lbs
280 lbs
354 lbs
740 lbs
374 lbs
664 lbs
946 Ibs
341 lbs
442 lbs
560 lbs
4 Anchors @ 2.25" Min. O.C. I Standard (or Offset) Clip (Fig. 3):
700 lbs
700 lbs
580 lbs
1410 lbs
952 lbs
WA
660 Ibs
WA
630 lbs
WA
8801bs
WA
682 Ibs
865 Ibs
1120 lbs
8 Anchors @ 1.15" Min. O.C. I Standard (or Onset) Clip (Fig. 4).
960 Ibs
1400 lbs
WA
WA
WA
WA
760 lbs
WA
WA
WA
WA
WA
1363 lbs
1770 lbs
2240 tics
4 Anchors @ 3' Min. O.C.1(2) 20 Angle Clips I (Fig. 5):
780 lbs
780 lbs
680 IUs
1560 lbs
1896 ibs
540 lbs
560 lbs
NIA
760 Ibs
746 lbs
880 lbs
1892 lbs
682 lbs
885 Itis
1120 Ibs
6 Anchors @ 3' Min. O.C. 1 (2) 20 Angle Clips I (Fig. 6):
1170 ibs
1170lbs
1020 lbs
2340 Ibs
2844 lbs
810 lbs
640 lbs
WA
1140 lbs
1122 lbs
1320 lbs
2838 lbs
1022 lbs
1327 lbs
1680 Ibs
4 Anchors @ 0.45" Min. O.C. I U-CIIp, Into .125' Alum. (Fig. 7x
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
NIA
1430 IUs
2 Anchors @ 2 25' Min. O.CJ F-t1p (Fig. 8):
350 Ibs
350 lbs
290 lbs
705 lbs
476 lbs
WA
2801bs
WA
315 lbs
WA
440 lbs
WA
341 lbs
442 lbs
560 lbs
4 Anchors ® 1.15' Mtn, O. C.1 F -Clip (Fig. 9).
400 lbs
700 Ibs
WA
WA
WA
WA
380 lbs
WA
WA
WA
NIA
WA
682 ibs
885 lbs
1120 Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
• • • • • • • • • • • •
FIGURE 5: FIGURE 6: FIGURE 7:
•
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X( ANCHOR CAP .„o,,-) =ANCHOR CAP...
(MULLION CAP.:,.,.,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.000" r-
r '
r '
r '
r '
r ;
r ,
r ,
r ,
r ,
r ,
r ,
r ,
r ,
4.000"
r '
r '
r '
r '
r '
r
i 25"
11"X 4"X.126"
MULLION
PR(3)UCT REVISED
as complying with the Fltnift
cBuildinga 1V
code
Ac1w-bzl$. 40
Acceptance o
Expiration Qale
EY
Miami le Pr04 j t I roi
,5�� �G�I`I•SE '�
Li
s r7T-! �U .
A. LYNN P.E.
FL P.E.# 58705
LO
N
Z
O
1-
W
W
W
0 ❑
O
(y)
O
~
M
J
Z
(f) o
V m
W §
v
o
W
J
(q o
m
0
XZ
a
_j
ZaCF)
o
Q
Ir
2 Z
N
DO
C)
O
_m
NB
roQg
Cl)
❑
o
W
X
X
�:
Qc�
<
Z
O
O
a
m0
Q
c lo�
PR(3)UCT REVISED
as complying with the Fltnift
cBuildinga 1V
code
Ac1w-bzl$. 40
Acceptance o
Expiration Qale
EY
Miami le Pr04 j t I roi
,5�� �G�I`I•SE '�
Li
s r7T-! �U .
A. LYNN P.E.
FL P.E.# 58705
TABLE 7A
Mullion Capaclty Table (lbstfe
Opening Width (for vertcally-spanning mullions) or Openln� He 9,ht (for horizontally -spanning mtAlions)
501n 80 In 70 In 80 in 90 in y 100 in 1201n 140 In 160 In
1 x 4 x .375 Rectangular Traprrdang. Rectangular Trap/Tdang. Rectangular Traplhiang. r Rectangular MaplTriang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular TroprTrieng. ; Rectangular TraplTriang. Rectangular TraplTriang,
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading
Alum. Tube
3 v u
a °0 0 10a�� n a E0 p
Mullion a s$
13
_ LCC,� LCC,, _ L L _ ,yo _ LC, $rVT L alp?' �p � _ L •� 5L51 _ L 7pUy C,
3 Q( ' Q 7 N ( a , G a u C 7 4 C 3
dr
75
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 5% 170.0 892 170.0 619 ; 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 1170.0 521 1170.0 1735 170.0 521 t70.0 1983 170.0 521
48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 -170.0 1133 170,0 661 '1 170.0 1275 1170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 ' 170.0 1983 170.0 680 151.8 2024 170.0 680
50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170,0 1048 170.0 684 170.0 1195 170,0 723 r• 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 1156.0 1919 170.0 756 136.5 1919 170.0 766
54 in 1170.0 797 170.0 612 1170.0 956 170.0 691 170.0 1116 170.0 754 ; 170.0 1275 170.0 803 170.0 1434 1170,0 637 170.0 1594 170.0 656 159.9 1799 170.0 561 137.1 1799 170,0 861 120.0 1799 170.0 881
601n 170.0 885 170.0 701 170.0 1063 170.0 797 170,0 1240 170.0 878 .170.0 1417 170.0 944 :170.0 1594 170,0 996 155.5 1619 170.0 1033 129.8 1618 170.0 1083 1111.0 1619 170.0 1083 97.2 1619 170.0 1063
63 in 1170.0 930 170.0 745 170,0 1116 170.0 650 1170.0 1302 170.0 940 -170.0 1468 170.0 1015 !156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 ,100.7 1542 167.8 1157 88A 1542 167.9 1157
66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 1 91.8 1472 146.0 1104 80.3 1472 146.0 1104
721n 170.0 1063 170.0 876 170.0 1275 170.0 1009 150.8 1320 166.2 1101 't32.0 1320 149.9 1082 iIt7.3 1320 137,8 1066 105.8 1320 128.6 1049 68.0 1320 117.0 t024 ' 75.4 1320 1`12.6 1013 66.0 1320 112.5 1012
J
= 78tH 170.0 1122 170.0 937 149,6 1164 159.4 1013 128.2 1184 139,8 894 112.2 1164 125.7 978 99.7 1184 115.3 964 89.8 1164 107.5 952 74.8 1184 97.6 935 ' 64.1 1184 93.1 827 56,1 1184 92.3 825
78 in 168.1 1124 170.0 967 138.4 1124 1147.0 985 118.6 1t24 128.8 947 '103.8 At24 115.6 931 92.3 1124 105.8 916 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 64.3 681 51.9 1124 83.2 878
901n 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 62.1 724 67.6 844 73,3 712 ' 60.1 844 66.5 702 54.0 844 61.4 693 46.0 844 54.2 678 36.6 844 50.0 686 33.8 844 47.7 662
96 In 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.6 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 564
1081n 62.6 588 63.9 530 . 52.1 588 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 686 37.3 498 31.3 588 34.2 492 28.1 586 28.6 481 22.3 586 26.6 472 19.5 586 24.7 466
IilIn 57.6 555 58.8 503 _ 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38,0 480 32.0 555 34.2 473 28.8 655 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442
1201n 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 ' 26.3 476 26.8 409 22.8 475 24.5 404 t9.0 475 21.1 395 1 t6.3 475 18.7 387 14.3 475 17.2 381
1441n 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293
TABLE 7B
® C
r-
q�`X�` Q
w
nxu:�
o U
J
L-
6
m
m
w r
Z
/H�
U)
Anchor Caoaclty Table
fibs)
J
W
Uj
Substrate:
2.7k Concrete
3.5k Conc.
U)
Hollow CMU
O
Filled CMU
PT Wood
Metal
M
Cfl
~
5116' Elco
J
114" SS Elco
5/16" Eico
1/4' SS Elco
#10 Steel
#12 Steel
#12 Steel
Anchor Clip Patterns
l Anchor Type:
3118" Elco UlUacon
114" Ebo
Ullracon
Ullrecon
3/18" Elco
Ultracon
1!4" Edo
Ullrecon
AggreGator
Ultracon
AggreGetor
Screw (G5)
Screw (G5)
Sctaw (G5)
Z
1` Edge Distance (in):
V
2-V2"
1"
2-1/2'
3-118"
1"
2-1/2'
V
I 2-112"
2-
3.110"
2"
0.48'
0.54"
0.324'
Embedment (n):
1.314"
1-314"
1-314" 1
1-314'
Y
1.114" I
1-114"
1-114"
{
1.114"
1-114"
2-
1316'
1318"
Neries
2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig. 1&2):
390 Ibs
390 lbs
450 lbs
890 lbs
1644 lbs
270 lbs
280 lbs
354 lbs
_1-114"
740 lbs
374 Ibs
664 lbs
946 lbs
341 lbs
442 lbs
560 rbs
4 Anchors @ 2.25' Min. O.C. 1 Standard (or Offset) Clip (Fig. 3):
700 lbs
700 lbs.
580 lbs
1410 lbs
952 lbs
WA
5150 ft
N/A
630 ft
WA
880 lbs
WA
682 lbs
885 lbs
1120 lbs
8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4):
960 lbs
1400 Itis
WA
WA
WA
WA
760 lbs.
WA
WA
WA
WA
NIA
1363 lbs
1770 lbs
2240 ibs
4 Anchors 3' Min. O.C.1(2) 2x5 Angle Clips I (Fig. 5):
780 lbs
780 lbs
680 lbs.
1560 lbs
1896 lbs
540 lbs
560 lbs
WA
760 lbs
748 lbs
880 lbs
1692 lbs,
602 lbs
885 lbs
1120 lbs
6 Anchors 3' Min. O.C. 1 (2) 2x5 Angle Clips 1 (Fig. 6):
1170 lbs
1170 lbs
1020 lbs
2340 lbs
2844 lbs
810 lbs
840 lbs
WA
1140 lbs
1122 tbs
1320 Ibs
2838 lbs
1022 lbs
1327 lbs
1680 lbs
4 Anchors @ 0.45" Min. O.C. 1 U -Clip, Into .125" Alum. (Fig. 7):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
1430 Ibs
2 Anchors @ 2.25' Min. O.CJ Flip (Fig. 6y
350 lbs
3501b8
290 lbs
705 lbs
476 lbs
NIA
280 lbs
WA
315 Itis
WA
440 lbs,
WA
341 lbs
442 lbs
560 lbs
4 Anchors (M 1.15' Min. O.C.1 F -Clip (Fig. 9j:
480 lbs
700 lbs
WA
WA
WA
WA
380Ibs
NIA
NIA
WA
WA
WA
682 lbs
805165
1120 The
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
ANCHOR CAPACITY ADJUSTMENT FORMULA:
{DPS) 7C (MULLION
CAP.f,�,,-E\ ANCHOR CAP.,,.
MULLION CAP.,EJ
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 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: 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.
FIGURE 5: FIGURE 6: FIGURE 7:
• • • M 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
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
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MULLION
P ROOLICT REVISED
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Acceptance No 116
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TABLE 8A
Mullion Capacity Table (lbse)
Opening Width (for vertically-spanNnq mullions) orOpeninq Helqht (for hoiizordelly-spannln� mullions)
501n 60 In 70 In 801n 901n 4 100 In 120 In 140 In 160 in
1.2511 x Rectangular Trapadang. Rectangular TrapfTdang. Rectangular TreplTdang. Rectangular TreplTdang. Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular Treplydang. Rectangular Trap/Tdang.Rectangular Trapf7dang.
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Wading Loading Loading Loading
3.188" x - .266" Alum .. .... ���.. .. ......
a 41111 0 °a 06
Tube 1-0 a8� a a�0 a; a p L t L 7t 1b3
.�
43
5 IS f
5 0
Q re •"2 G a R• M G
42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 ' 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 11488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521
481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 660
50.625 In 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 '170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756
541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 1170.0 803 !163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1378 170.0 861 91.7 1378 170.0 861
60 In 170.0 885 170.0 701 170,0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 ` 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.6 905 79.4 1158 144.8 905 69,5 1158 144.8 905
63 In 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 50.0 1051 119.1 821
661n 167.1 957 170.0 789 . 139,3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 769 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 98.9 748
721n 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 9t.4 660 i 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 604 69.9 629 40.2 804 69.8 628
J 761n 109.4 722 114.4 630 - 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 696 60.8 722 70.3 588 54.7 722 65.5 560 45,8 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 VA
781n 101.2 665 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 568 56.2 685 64,5 560 50.6 685 60.1 553 42.2 685 54.3 543 38.2 685 51.4 537 31.6 665 50.7 536
901n 65.9 515 66.0 457 54.9 515 57.5 449 47,1 515 50.1 441 41.2 515 44.7 434 : 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 516 29.1 404
961n 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 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
1081n 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 26.2 306 i 21.2 358 22.7 304 19.1 358 20.8 300 16.9 358 18.0 293
111 In 35.1 338 35.8 306 - 29.3 336 30.1 301 25,1 338 26.1 297 22.0 338 23.2 293 119.5 338 20,9 289 17.6 318 19.1 285
1201n 27.8 290 28.3 264 . 23.2 290 23.8 260 19,9 290 20.6 256 17.4 290 18.2 253 ' 15.4 290 16.4 249
144 In 16.1 201 16.3 186
TABLE 8B
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCoon;I!v Table (lbs) ANCHOR CAP.
substrate: 2.7k Concrete ask Cone. l Hollow CMU Filled CMU PT Wcod Metal (DP_) X `"°""BF ANCHOR CAP,
5116^ Elco va• ss Eko 5116" Eko 114• ss alto #10 sled 012Steel q12 Steel
(MULLION CAP.,,,, � E � �`°
AnchorCllp Patterns Type 31t6" Elco Unracm Ila• Ekounracon Ultracon 3x16" Elco unracon u4• Elco unracon AggreGalor Uttracon AggreGator screw (r5) Screw (G5) SC(LW (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance on) 1• 1 2412" 1' 2-112• 3118" 1• 2-112' 1• 2-1/2' 7 3-it8' 2' 0.48' 0.54• 0.324 CAPACITY REQUIRED" CORRESPONDING TO AN
Embedment fin 1314" 13&4• 1314• i -W' 21 v}' ll 1�14• 1-1 I y 11 • ]] j!9" I 2. 1�I8• 13x8• vanes ACTUAL PRESSURE REQUIREMENT FOR THE
1 2 Anchors a 4.75" Mlrt O.C. I Standard or Offset Clip (Flg 1y 390 lbs 390 lbs 450 lbs BD01ba 1644 lbs 2701es 28D Ibs 35d lbs Ido lbs 37� Ibs 66d I 946 lbs 341 lbs 442 Ibs 560 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors a 1.15• MIR O.C. I Starx%rd (or OMeL) clip ft 41 480 Has 700 Ibs NIA WA NIA NIA 380 lbs N/A WA NIA WA WA 682 lbs; 865 lbs 1120 Ms CAPACITY (FROM THE TABLE) OF THE SELECTED
aAnthors a 3• Mtn. O.C.1 (2) 2X5 AngleCtipst (9g 3) 780 lbs 780 Ibs 680 Ibs 1560 lbs 18961;5 640 lbs 560 lbs NIA 7601bs 748 lbs 880 ft 1892 lbs 6B2 lbs 885 Ids 1120 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR
4 Anchors a 0.45" Min O.C.I U4;IIp, Into .125' Alum. (Fig. 4X1 NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 14301bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor F-C11p Pq 5� 1 195 Ibs 195 Ibs 225 Ibs 445 Ibs 8221;5 135 1)5 140 Ibs 177 Ibs 370145 187 Ibs 332 Ibs 473 tba 170lbs 221 Ibs 280 Its ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @1.W Min- O.CI F-CIID (FlST %1 240 lbs 350 lbs NIA WA NIA NIA 1M Ibs NIA WA NIA WA WA 341 lbs 442 Its 560 Ibs ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE is
FIGURE 2:
NOTES:
F-
1.250"--1TABLE
-
r-
• •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
�oo �
nx4� w
p U
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
01'
N
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
mt m
FIGURE 3:'
fll T W
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
3.1 38" Q
J
ANGLE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST
SHOWN ON SHEETS 211-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
0 0
o
BE USED
265"
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
_1 z m
�
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
J
FIGURE 4: FIGURE 5:
FIGURE 6:
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
N Q O
•
•
6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
1,25" X 3.188" X.265" MULLION
0 •
•
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THICK AND A36. ALL
(1-114" VF MULLION)
0
Y
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
� U)N
Q
V Q 0 0
#(10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
Z U) U)
PRODUCT REVISED
as complying with the FlOrWha
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Acceptance No 8 • o.3
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TABLE 9A
Mullion Capaoity Table (1169W)
Opening Width (forvertically-spanningmullions) or Opening He ght (for horizontalty-spanning mullions)
50 In 601n 70 In 80 in 90 in 100 In 120 in 140 In i 160 in
1.25 x 3.25 Rmlengular TraprTrIang. Rectangular TraplTrlang. Rectangular Trapf iriang. Rectangular Trap/Trieng. Rectangular T(aprTrleng. Rectangular TrapfTdang. Rectangular Trap'Triang. Reelangular Trapfrriang. Rectengulu Trapffriang,
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
X .100
Alum. Tube P
Mullion g �
aG a- a b A a- aG a a-~ � � a�
5
�3 G 2 c d ��
42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1116 170.0 521 127.7 1118 17Q0 521 109.5 � 1118 170.0 521 ; 95.6 1118 170.0 521
461n 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 880 97.8 978 170.0 680 83.8 978 170.0 680 , 73.3 978 170.0 660
50.625 in 170.0 747 170.0 663 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 15.4 927 156.3 895 155.9 927 156.3 695
54 in 170.0 797 170.0 612 154.5 869 170.0 691 132.6 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.6 652 66.2 869 128.852 57.9 869 128.6 652
601n 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.6 We 89.5 746 107.6 599 79.6 748 101.0 692 71.6 746 96.6 587 59.7 746 93.3 563 51.2 746 93.3 583 44.6 746 93.3 583
631n 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 546 68.7 677 85.2 539 61.9 677 81.0 534 51.6 677 71.0 529 44.2 677 76.7 529 38.7 677 76.7 529
I 66 in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67-3 617 76.3 500 59.8 817 72.6 494 53.8 617 68.7 489 44.8 617 64.4 453 38.4 617 63.7 482 33.6 617 63.7 482
72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 516 54.2 419 41.4 518 50.7 414 34.5 518 46.8 408 29.6 518 45.0 405 25.9 518 45.0 405
761n 70.5 465 73.7 406 58.7 465 82.6 398 50.3 485 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 367 25.2 465 36.5 364 22.0 465 36.2 363
76 in 65.2 441 66.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 368 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345
90 in 42.4 332 43.6 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 28.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260
96 in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19-5 241 14.6 29t 17.1 236 12.5 291 15.6 232
108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198
111 in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 216 16.6 191 14.1 218 14.9 168
120 tri 17.9 187 18.2 170 14.9 187 15.3 167
TABLE 9B
FIGURE 2:
TABLE NOTES:
Z
Nr
• •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
_0
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
W
W
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
Anchor Capacity Table
(Ibs)
CLIP MUST
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
o�
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
Substrate:
0
2.7k Concrele
FIGURE 4: FIGURE 5:
3.5k Conc.
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
Hollow CMU
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
U.1
Filled CMU
PT Wood
Metal
•
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.
.
5116' Elco
�z
114" SS Elco
5116" Elco
114" SS Elco
#10 Steel
#12 Steel
#12 Steei
Anchor Clip Patterns
I Anchor Type:
3116" Elco Ultracon
114^ Elco Ultracon
Uttracon
3118" Elco
Ullrecon
114" Elco
Uttrecon
AggreGator
Ultracon
AggreGator
Screw (G5)
Screw (G5)
Screw (G5)
(V y
1` Edge Distance (inl:
1"
2.112"
1"
2.112"
3-118'
1"
2-112"
1"
2-112'
2"
3.1/8'
2"
0-48"
0.54"
0.324"
Embedment (in):
1-314"
1-3/4'
1-314'
1.314"
2"
1.114"
1-114"
1.114'
1-114"
1-114`
1-1/4'
2'
1.318"
1.318"
varies
2 Anchors @ 4.75• Min. O.C. 1 Standard or Offset Clip (Fig. 1):
390 lbs
390 Ibs
450 lbs
890 lbs
1644 Ibs
2701bs
-2 "1
1Zi bs
- 440 Ibs
374 lbs
664 lbs
946 lbs
341 lbs
442 Ibs
560 lbs
4 Anchors @ 1.15" Mln. O.C. / Standard (or Offset) Clip (Fig. 2):
460 Ibs
700 lbs
N/A
WA
NIA
NIA
380 Ibs
NIA
NIA
NIA
WA
NIA
682 Ibs
885lbs
1120 Ibs
4 Anchors G 3" Min. O.C. 1(2) 2x5 Angie Clips I (Fig. 3x
780 Ibs
780 Ibs
680 Ibs
1560 Ibs
16W Ibs
540 Ibs
560 Ibs
NIA
760 Ibs
748 lbs
880 Ibs
1892 lbs
682 Ibs
885 lbs
1120 Ibs
I 3 Anchors ® 0.54" Min. O.C. I Ualp, Into .100" Alum. (Fig. 4):
N/A
NIA
NIA
N/A
N/A
NIA
NIA
WA
NIA
WA
WA
NIA
NIA
NIA
950 The
`l 1 Anchor I F -Clip (Fig. 5):
195 lbs
195 Ibs
225 lbs
445 Ibs
622 lbs
135 lbs
1140 Ibs
177 Ibs
370 lbs
187 Ibs
332 Iba
473 Ibs
170 lbs
221 Ibs
280 Ibs
2 Anchors ® 1-15" Min. O.C.I FA(Mp (Fig. 6).
240 Ibs
350 Ibs
WA
NIA
NIA
NIA
190 lbs
NIA
NIA
NIA
NIA
NIA
341 Ibs
442 Ibs
560 Ibs
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP_) X ANCHOR CAP .F„o,,,,, ) ANCHOR CAP. ,
MULLION CAP., -,,81£j
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.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
Z
Nr
• •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
_0
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
W
W
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
CLIP MUST
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
o�
IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
0
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 4: FIGURE 5:
FIGURE 6:
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
U.1
.045" THICK (1 B GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
. •
•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
.
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--1.250"
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3.250"
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MULLION
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2s complying with the Flor(da
Huiiduig Code
Acceptance No� .
Vxpiration Dat�OZ
By
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No. 55700
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Acceptance No� .
Vxpiration Dat�OZ
By
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No. 55700
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TABLE 10A ® N
Mullion Capacity Table QboNe) _
Opening Wdth (foryarticaily-spannin ) millions) orOpening Height (for horizontally-spanning mullions) k� Q
50 in 60 in 70 in 50 in 90 in 100 in 120 in 140 in 160 in O
1126026 326 Rectangular Trap/Triang. Rectangular Tiaplrriang. Rectangular TraplTriang. Rectangular Treplydang. Rectangular Trap/Triang. Re clangular ~ Trepffriang. Rectangular TraplTriang. Rectangular Traprrriang. Rectangular TraprTriang. 4
x.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing loading Loading Loading Loading Loading Loading Loading Loading oz U
Alum.Tubez s y = r r ti z ti z t LL
U V U V
Mullion V ..
0 oa n ab° o as n np n u� n na a an n na ¢ on n as i} na n na s ng a op a oa o na n na s np N
w W G W q G q w G W W G w q G W w G w q G w q G w w G p w G ! w G ,y q G q W G W w e w w v w w G W ■ G w q G
Ute}^ U U U v U U y U U v U U y U V y U U q U
.� CG L¢S aOa aG QSSV RO• M D LU 5 �U G U vR• U7G UL O U U bb U G rLQ.} p� UG G UQ a U G U yR' � m 2
m lTW
G p• 0 - ® - U,J A A 2-- (}-)
42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 521 -1 W
46 in 170.0 708 170.0 624 1711.0 850 170.0 584 170.0 992 170.0 630 1711.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 _
60.625 in 170.0 747 170.0 563 170.0 896 1700 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1700 1346 1700 747 170.0 1494 170.0 756 170.0 1793 170.0 756 1623 1877 170.0 756 133.5 1877 170.0 756 2 Ek m
54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 661 m O o O
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 170.11 1063 90.6 1511 170.0 1063 V ff J
63 in 110.0 930 170.0 745 170.0 1116 1711.0 650 170.0 1302 170.0 940 166.6 1370 1711.0 1015 139-2 1370 1700 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1370 156-3 1070 78.3 1370 155.3 1070 c� LJJ
m 66 in 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 `1248 170.0 1002 136.2 1248 156.6 1013 VIA 1248 IVA 1000 108.9 `1248 139.0 989 90.6 1248 130.4 978 77.8 1248 129.0 975 68.1 1248 129.0 975 a
c Z z
J 72 in 167.8 1049 170.0 878 139.9 1049 150.2 892 `119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 846 63.9 1049 102.7 838 69.9 11149 94.3 825 59.9 1049 91.2 820 52.4 1049 91.1 820 J 2 m o�
J 3 u a
LU
0 76 in 142.7 941 149.1 822 118.9 941 126-6 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.6 941 17.6 744 51.0 941 74.0 737 44.6 941 73.3 736 a v ff Z
78 in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 62.5 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 694 67.0 701 41.3 894 66.1 698 Q
90 in 85.9 671 80.7 596 71.6 671 74.9 585 61.4 671 653 575 53.7 671 58.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 ~ 04 Q _O
Z N Y
961n 70.8 590 72.8 527 59.0 590 61.4 618 50.6 590 53.4 509 44.3 690 47.5 502 39.3 590 43.0 494 35.4 590 39.6 4118 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.6 464 Q x Z
C) �O
108 in 49.7 466 50.8 421 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 212 375 15.5 466 19.6 370 U) to
toren o �
111 in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16.4 441 19.3 356 14.3 441 17.8 351 LU vi
120 in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26.8 334 22.7 37B 23.7 329 20.1 376 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 � x U)144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 V (V Q O O
Q� z
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: 6 m�
AnchorCapacity Table (lbs) ANCHOR CAP.,�,,.m.1 1R o n
Substrate' 2.7k Concrete 3.5kConc. Hotbw CMU FIIWCMU PT Wood Metal (DR.) X � f = ANCHOR CAP.-
91G Elco 114• SS Elco 916* Elco 114' SS Elco #10 Steel 1112 Steel #12 Steel MULLION CAP.,�,,.e,=
AnehorCllp Pattems
Anchor Type 3r1G Elcounracor 1!4' Ekounracon Unracon 3+15 Elco Mac an 114• Elco Unracon AggreGator Unracon AggreGalor screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge txstance on)1 1• 2-1/2^ 1• 2-112" 3-1 r6' 1^ 2-117 1" 2-117 2' 3-1rW 2' 0.46• 0.54" 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN
Embe3nenten} 13/4• 1314' 13/4• 1314' 2• 1-114" 1-114' 1.1/4' 1-1h4' 1-114' 1-114" 2" 1-31e^ 13l1r _ vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors ®4 75" MiR O.C. ! Stantlaid or olTset Chip (Fig 1x 300 Ibs -- 390 Ibs 450 Ibs a00 Ibs 1644 Ibs 27Q tbs -- 2801bs w Ibs 7401t�5 374 lbs ss4it�s s46 tns `-s4ti Ics 442 Ibs 56o Ibs OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15' Min O.C. 1 Standard (or Mel) Clip (Fig 4 480 lbs 700 Ibs NIA WA NIA N/A Seo Its NIA WA NIA WA WA 682 IDS 885 Ibs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Anchors @ 3' Min. O.C. I (r) 20 Angle Clips 1 (Rg 3k 780 Ibs 780 tbs 68D lbs 1560 Ibs 18M Ibs 540 IDS 66D Ibs NIA 760 lbs 748 Ibs am Ibs 1892 Ibs 682 Ibs 885 lbs 1120lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR
3Anchors 1§0.54" Min. O.C. I U-Clip, Into.100" Aum. (Fig 4r N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 950 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor! F•Cllp (Fl g. 4 196 lbs 195 Ibs 225 Ibs 445 Ibs 822 ibs 135 lbs 140%s 177 Ibs 3701bs 167 tbs 332 Ibs 413 lbs 170 lbs 221 Ibs 260 Ibis ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors ® 1.151 Mlrl O.C.! F-Clip (Fig. 6k 2401bs 3W lbs NIA WA NIA NIA 190 lbs NIA WA NIA WA WA 341 Ibs 442 lbs %0 Ibs ANCHOR CAPACITY TABLE. n9c3DUCT REVISED
_is complying with the Flnfkb
FIGURE 1: FIGURE 2: Acceptance
Code
TABLE NOTES: --1.250" Ex ira' on Da Qp�
� I
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
• • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami Dade Product Cop
\��111I1i1I!!i�
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��
FIGURE 3:Q�'
ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250"
CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;
BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. i`tcs 58,705
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 624" ,
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE __� 'T -
0 • 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
. • • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL 'r,� .,' ! i , .V .
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.25'X 3.25" X.624^
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. MULLION A./LYN11+1(1ILL�R, P.E.
- FL P.E.# 58705
W
TABLE 11A ®N
Mullion Capacity Table pbslle) _ s
Opening Width (forvedica"pannin7 mullions) orOpening Height (for horizonia"panning millions) k t a
60 in 60 in 70 in 60 in 90 in 100 in 120 in 140 in 160 in �S2 p
1.26 x 3.94 Rectangular Traprfriang. Recrengular Trepfrriang_ Rectangular Trap/rriang. Rectangular Traprrriang. Rectangular Trapfrriang. Rectangular Trapffriang. Rectangular TrapfGiang. Rectangular Traprfriong' Rectangular Traprrriang. 5` q
Loading Loading Loading Loading Loading Loading Loading Loading Loading Laading Loading Loading Loading Loading Loading Loading Loading Loading oys U
x.624 -
Alum.Tube t C
U udn1sCr C sC C YC r n SU rU VUn V U U V U U U U V U n u U U U r rV U Gn
to
Mullion 6 QQ
tl Mp nGn N
a q W q Wa W ■ qGv U U UU UU U UU U
c `o c `o 119 a n e c `o e cam± `o ` t = 3.9
g o = m {'
U) t Ll7 m W
u b u o u o p o u o Cu, o ; A uu, v Cu, o a uC, a s u u m a tl C o ? q u o N C q 5 e M uS 33 N u m tl u o r!I t -
G Z• G K b a G Q r1C G CC G Q K G Q r: G Q CC G -Q K v fL' G G Q G K G Q G R G a 2 G tY G [C O
\ _ ---
42in 170-0 620 170.0 435 170.0 744 170 0 470 170.0 868 170.0 506 170,0 992 170.0 619 170.0 1116 170.0 521 170-0 1240 170.0 521 170 0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 J W
48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 J
_ _
50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170 D 723 170.0 1345 1700 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 � A 0
54 in 170.0 797 170.0 6112 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 1170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170-D 861 170.0 2231 170-0 861 160.2 2403 170.0 861 m O 1-
60in 170-0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 11033 170.0 2125 170.0 1063 148-3 2163 t70.0 1063 129-8 2163 1170.0 1063 V � W
63 in 170.0 930 170.0 745 1700 1116 170.0 850 170.0 1302 1170.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 158.9 2060 1170.0 1169 134.6 2060 1700 1171 117-7 2060 170.0 1171 LU
- a
66 in 170.0 974 170.0 789 170.0 11169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 1170.0 1155 170.0 5948 170.0 11210 143.0 1966 170.0 1275 12-5 1966 170.0 1286 107.2 1966 1170.0 1286Z � i m
C -
72 in 170.0 1063 170.0 078 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.0 1386 115.6 1734 155.9 1364 99-1 1734 150A 1352 063 1734 150-2 1352 � J p° o 03
LLJ
C y
a 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 156 1
570.0 5209 147.4 1556 165.2 1285 131-1 1556 161 5 1266 117-9 1556 141.3 1251 98.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 1121.2 1216 o U r Z
78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 11477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1154 Q
90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 8911 50.7 1110 65.6 878 44-4 1110 62.7 870 z (Np Q O
- - 04Z
96 in 117.0 975 1203 872 97-6 975 101.5 856 83.6 975 00.3 842 73.2 975 78.6 029 65.0 975 71.2 817 58.5 975 65.4 607 46.8 975 57.4 789 41.8 975 52.3 776 36-6 975 49.3 767 X
108 in 82-2 771 84.0 696 68.5 771 70.7 665 58.7 771 61.3 674 51A 771 64.3 VA 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612 U)
111 in 75.7 730 77.3 861 63.1 730 65.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 311.5 730 35.6 600 27.0 730 311 589 23.7 730 29-6 581 LU M
120 in 59.9 624 611.0 569 49.9 624 51-2 560 42.8 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 _27.7 519 21.4 624 24.6 509 16.7 624 22.5 501 W X
to
144 in 34.7 433 35.1 400 26.9 433 29.4 395 24-8 433 25.4 390 21-7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 Q N Q
O O
Zm0sO
TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: m m�
Anchor CapacityTable (lbs) /ANCHOR CAP. F a a W
Anchor Type 3Y16' Elco Uttrdcdl V4" EkoUnracon �
Substrate 2.7K Conc rele 3.5k Conc. Hollow Cr�U Filled CMU PT Wood Metal (DP.) X I CAP-'-,-) =ANCHOR CAP. �,
&x16^ 3116' Elco Ultracon 114' Elco EIC' 114' SS Elco &W Elco 114" SS Elco #10 Steel #12 Steel #12 Steel `MULLION CAP., m
AnchorCllp Patterns Unracon AggreGalor unracon AggreGalor screw (G5) Screw(G5) (G5) screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance pny' 1" 2-Itz' 1' 2-112' 3_118" 1' 2-112' t" 2412' 2' 3-iff 2' 0.40' 0.54• 0-324^ CAPACITY REQUIRED" CORRESPONDING TO AN
Embecirnenl (Ink 1314" 1314' 1314" 11314" 2• 1-114^ 1-114' 1-1/4'1-1/4' 1-14^ 1414• 2" _ 11-3x8" tire' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors i� 4.75' MIR O.C.1 Standard a OlBel Cnp (Flg 1X 300 Ibs _39_D166 450165 890 lbs 1644 Ibs 270Ibs 2801b5 354 lbs 7401bs 374-165 564 tbs a16 lbs Ulf los a421bs sso nis OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15^ Min O.C. I Slandard (or 0111tet) Clip (Fig 2} 460 lbs 700 lbs NIA WA NIA NIA 300 Ibs N/A WA NIA WA WA 682 lbs 885 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
4Anchors @3"MIn. O.C.! M L2c5Angle C_ipsI (FI9 3X 7801bs 7801bs 680lbs 1560 IM IM Ibs 540I1s 5W lbs NIA 760 lbs 748 abs Seo Itis 1892 lbs se2lbs 885lbs 1120106 MULLION. IT WILL YIELD A MINIMUM ANCHOR
4 Anchors @ 0.54" Min. O.C. 1 U-COp, Inlo .100' Alum. (Fkj 4y NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1267 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor! F•Cllp 1Flg, 5� 196 lbs 196 lbs 2251bs 4451bs 822 lbs 135 lbs 140166 177 tbs 3701bs 18711)s 3321115 473106 170lbs 221 lbs 280 los ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors Q 1.15' MIR O.CI F•Clip (Flg % 240 lbs 350 Ibs NIA WA NIA N/A 190 Ibs N/A WA NIA WA WA 341 lbs 442 lbs 560 Ibs ANCHOR CAPACITY TABLE. PRMUCT REVISED
as complying with the Flory
1.25fl" B ui [ding Code
FIGURE 1: FIGURE 2: - Acceptance No ,$• 03
TABLE NOTES: Expire 'on Date Qj�,2j
. , 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian de 7&_,C
i
� i111111,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:'
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEEAGLE
3.94" �\ .'' �1GL_P.S(
CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
f
FIGURE 4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL S 4� AL1
_ BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE {� i,ofE ni �'!-
. 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
• . .045" THICK 18 GAUGE). STRUCTURAL STEA=L TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,n�-.
• #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.94'X.624" A. LY N MIU�R, P.E.
FL P.E.# 58705
TABLE 12A
Mullion Capacity Table (lbsiftz)
Opening Width (for uerBcally-spanring mulllons) or Opening Height (for hori2ontelly-sparring mullions)
50 In 60 In 70 In 80 In 90 In 100 In 120 in 140 In 160 in
Rectangular TraplTdeng. Rectangular Treprrdang. Rectangular TraplTrfang. Rectangular - TraplTdang. Rectangular TraplTderrg. Rectangular TraplTdang. Rectangular TrWftlang. Rectangular TraplTriang. Rectangular MWTdeng.
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Alum. Tube .. k k k k k k4r 4r
Mullion I TL a a gpaipQgp 1g !p Mepa1Qa p0 �q8 a 9 & yip 9 a q8. A Eap a A L 1a� �4 1Q&q0 q0 13
S a a a a a V UG V c�G V a a� UG a a� a act U a� a aA ( Vv V C7v Vv U V G
'O 9 'O � 9 � � � b � b v b •O 'O b
Is 8 t; 1 _5 t _� t L 4� t s �_ r N c s �� r r r o� r
r2 G Q G 4 C 5 G Q ~2 G Q a G a ct a K G a rL G Q( �2 r.. Q[ �2 G Q �2 Q t r2 G Q K r2 G Q a rL {L r2 G Q �• G Q 4 c1 G Q G
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 '170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521
481n 170.0 708 170.0 524 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2267 170.0 680
60.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 756
541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 :170.0 25M 170.0 861
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170,0 996 1170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 110.0 1063 ;160.8 2680 170.0 1083
63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170,0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 '170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 1145.9 2553 170.0 1171
{ 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 - 132.9 2437 170.0 1286
CID
721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2164 170.0 1488 124.6 2184 170.0 1529 1109.2 2184 170,0 1530
761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.61 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1960 154.0 1535 92.9 19M 152.7 1531
781n 170.0 1151 170.0 967 170.0 1381 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1881 163.1 1600 114.5 1861 147.3 1473 98.2 1861 139.6 1459 85.9 1861 137.6 1454
i_
901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 13% 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1396 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1096
961n 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.1.1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52,7 1229 65.9 977 46.1 1229 62.1 967
1081n 103.5 971 105.8 877 66.3 971 89.0 862 74.0 971 77.2 849 64.7 971 *68A 837 57.5 971 61.8 825 . 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40,8 771
III In 95.4 919 97.3 832 79.5 919 81.9 819 68,1 919 70.9 806 X69. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.6 774 39.7 919 44.8 758 34.1 919 40.2 742 : 29.8 919 37.1 732
i
1201n 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 766 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27.0 786 31.0 541 23.6 766 26.4 631
I
144 In 43.7 546 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 26.2 485 24.3 546 25.3 479 21.6 546 221 474 18.2 548 19.6 464 15.6 546 17.2 455 ` 13.7 546 15.5 448
TABLE12B
FIGURE 5: FIGURE 6:
FIGURE T FIGURE 8: FIGURE 9: FIGURE 10:
i • i • •
•
ANGLE CLIP
(FIGURES 5&6)
MUST BE USED
1N PAIRS.
•
1-1000W CMU
Filled CMU
AnchorCepacity Table (lbs)
Metal
Substrate
114" SS Elco
2.7k Concrete
114" SS Elco
3.5k Cam.
#12Steel
#12 Steel
a
o� U
1'
Anchor Type °
3116" Elto
Ultracon
114' Elco
Ultracon
5116 Elco
3116' Elco Ultracon
Anchor Clip Patterns
2-112'
2'
3-11(r
2"
0.48'
Ultracon
0.324'
1.114•
1-114"
I Edsle 01slance (Inj
1'
2-112"
1"
2-112"
3-118'
1'
2-112"
374 ft
1F- Embednent (1n)
1314"
1314"
1314"
1-W
2"
1-114'
1-11r
2 Anchors Q 4.75' Mint O.C. I Standard or OISe1 Cllp (Ftp, 1&2y
390 lbs
390 lbs
450 lbs
690 lbs
1644 lbs
270 lbs
280 IDs
4 Anchors fol 2.68" Min. O.C_ 1 Standard (or Offset) Clip (FI% 31L
740 lbs
740 lbs
630 ws
1465 lbs
1424 lbs
N/A
560 lbs
6 Anchors (cA 131" Min. O.C_ 1 Slandsrd (or Offset) COP Vft. 4y
1365 lbs
1050 Ibo
758 Ibs
1946 lbs
N/A
NIA
705 IDs
4 Anchors Ili? 3' Mln, O.C.1(2) 20 Argle Cups i ((Ha 5
780 lbs
760 )hs
680 lbs
1560 lbs
1806 lbs
C540 10)
560 Ibs
6Anchors Cao 3" Min, O -C. 1 (2) 26 Angie Clips I (9g 6)
1170 lbs
1170 its
102010s
2340 lbs
2844 lbs
810Ibs
840 lbs
3Amhors A 1.34' Min. O.C. 1 U4Cllp, Into .125' Alum. (Fig 4
NIA
WA
NIA
WA
NIA
NIA
WA
SAnchors 00.64• Min, O -C. 1 U4;Ifp, Inlo.125r Alum. (Fig. ft
N/A
WA
NIA
WA
NIA
NIA
WA
I 2 Anchors 9 2-w Min. O.CJ F-Cbp (n% 9):
370 Ibs
370 lbs
315 IDs
743 lbs
712 lbs
N/A
280 lbs
4 3Anchors Ot 1.71" MIn. O.C.1 F-Cllp (Fig. 101_
4431bs
525 IDB
3791bs
973 Ibs
NIA
NIA
353 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE
STANDARD CLIP
FIGURE 1: FIGURE 2: FIGURE 3:
FIGURE 4:
• • • •
•
•
•
TABLE NOTES:
FIGURE 5: FIGURE 6:
FIGURE T FIGURE 8: FIGURE 9: FIGURE 10:
i • i • •
•
ANGLE CLIP
(FIGURES 5&6)
MUST BE USED
1N PAIRS.
•
1-1000W CMU
Filled CMU
PTWood
Metal
114' ElcoUllracon
114" SS Elco
5116' Elco
114" SS Elco
#10 Sled
#12Steel
#12 Steel
a
o� U
AggreGalor
Ultracon
AggreGala
Straw (G5)
Screw (G5)
Screw (G5)
1•
2-112'
2'
3-11(r
2"
0.48'
0.54'
0.324'
1.114•
1-114"
1-114•
1-114"
2"
1.316•
13r8'
Ydrles
354 lbs
7401bs
374 ft
664lbs
946 lbs
341 lbs
442Ib6
5601136
NIA
695186
N/A
SW Ib6
WA
682 lbs
8651bs
11201bs
N/A
7991bs
NIA
WA
WA
10221bs
1327106
16M lbs
NIA
760 lbs
746 ibs
880 lbs
1692 lbs
682 IDs
885 lbs
1120 Ibs
NIA
1140 lbs
11221Ds
1320 lbs
2838166
10221b6
1327 lbs
166D Ib6
N/A
WA
NIA
WA
WA
NIA
WA
em 20 -
MIA
WA
NIA
WA
WA
NIA
WA
219"
N/A
348 Ibs
NIA
4401b6
WA
341 IDs
442 Ibs
560 ibs
NIA
3991135
NIA
WA
WA
611 lbs
6641bs
6401b6
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP..) X( ANCHOR CAP.,,.,,",) =ANCHOR CAP. �a
`MULLION CAP.,,,,,,".
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, i8-8 S.S. OR 4i0 S.S.
�-2.000"---'
j
i
i
250"� 4.000"
i
2' X 4" X.25" MULLION
PRMUCT REVISED
as complying with the Florida
Buildusg Code �tia-O'L18.0
Acceptance No _ 5
Fxpwati i gate zj21
By
Mian e P ct Cern
\\11�11111flII/,
- `C1 • •�• Ig i� fl;rl
A. LYN�WiL ER, P.E.
FL P. E.# 58705
®� x
x
7C0 F
a�
a
o� U
LL
to
N
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U)
m� W
N
p
I_
J
W
W
2
co U)
0
CD
�
~
J
6
C
G
Uc�
�
"' 9 m Y W
•W a v Z
rr
J Q O
Q
}-
= Z
m CO O
rC:) mr
6)
N to o a
W
1
X
It U) N
U
O O
N Z
n
�� ,0
m
PRMUCT REVISED
as complying with the Florida
Buildusg Code �tia-O'L18.0
Acceptance No _ 5
Fxpwati i gate zj21
By
Mian e P ct Cern
\\11�11111flII/,
- `C1 • •�• Ig i� fl;rl
A. LYN�WiL ER, P.E.
FL P. E.# 58705
TABLE 13A
Mullion Capacity Tsble (lbstfe)
Opening Width (for verticalty-spanriing mullions) or Opening Height (for horizontalVspanning mullions)
50 In 60 in 70 In 80 in 90 in 100 In 120 In 140 In 180 in
Rectangular TroplTdang. Rectangular TrapfTriang. Rectangular Trap(Tdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular TraplTdang. Rectangular TreoTrieng. Rectangular Trap/Tdang. Rectengular TraprTd.ng.
2 x 6 x.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
Alum. Tube Z, Z, 2: Z 4�:41i; 2'
u ri u u u 'u a '3 'u u u 'v .. u c -S .•. u .. u 3 u u .. v u .•. v Li .--. u "u u u .•. "u u .--. u 'F3 •--• ' 'a "u .. 13 u ..
R G W W G R G W W G R W G G W G W G R W W N WR W GN R R W R RMUIW Wa Wn i Rs nN EL
00W G G
CL n n -0 CL Ga 0. CL nCL
W G W W f0 G G W G R W
citi v cti v �b c`3 r�� 3 �a 3� 3
0
- O U GC m 7
.5 5 7 '2 2 2 -22 U�iQC, RmS- r22 C QC, d: .2
LO QC, aW TLG -��W .
U Cr U Cr U
Q 'L, G Qd`QC
y
tl
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1170.0 1983 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 170.0 001 170.0 1275 t70.0 677 170.0 1417 170.0 680 t70.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680
50.625 In 170.0 747 170.0 563 170.0 986 170.0 631 170.0 1046 170,0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170,0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 756
54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 -1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 661 170.0 2550 170.0 681
60 in 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2633 170.0 1063
63 in 170.0 830 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 ;170.0 2975 170.0 1171
C3 66 In 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 16M 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286. 170.0 3117 170.0 1266
m721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170,0 1228 170.0 1913 170.0 1315 '170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 :170.0 3400 170.0 1530
r 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 3140 170.0 1694 .170.0 3589 170.0 1705
3
78 in 170.0 1151 t70.0 987 170.0 1381 170.0 1116 170.0 1811 170,0 1250 170.0 1842 170.0 t369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170,0 1700 170.0 3223 170.0 1777 1 170.0 3683 170.0 1796
90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361
961n 170.0 1417 170,0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.62470 '120.0 3199 158.1 2428
1108 In 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2761 125.9 2234 92.7 2781 116.0 2190
1111n 170,0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170,0 1932 170.0 2621 170.0 2149 151.8 2832 162.3 2245 136.6 2632 148.4 2218 -113.8 2632 128.4 2166 97.6 2832 115.1 2126 '= 85.4 2832 t06,3 2096
120 In 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 00.1 2252 99.8 1872 77.2 2252 88.9 1838 67.6 2252 81.4 1808
1441n 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 44.4 1283
TABLIF R
FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11:
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.
I 1
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
x� a
LL
�l O
0�4o W
oz U
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
• • l
• • • • .. • •
- -
Anchor Cauacity Table
fibsl
FIGURE 7:
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
I
I ANGLE
1-
• •
• • • • • • CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
_
Substrate:
I (FIGURES
2.7k Concrete
• • • •
3.5k Conn.
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
Hollow CMU
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO
• •
Filled CMU
PT Wood
Metal
Anchor Type:
3116" Elco Ullracon
1!4' Elco
UlVacon
5116' EEo
3116" Elco lHlracon
1I4" Elco UlVacon
114" SS EEo
5118" Elco
114" SS Elco
#10 Sleel
#12 Steel
#12 Steel
Anchor Clip Patterns
Q
N Q O O
z�N
Ultrecon
� 90IY
AggreGator
Ultracon
AggreGator
Screw (G5)
Screw (G5)
Screw (G5)
Edge Distance (In):
1'
2-112•'
1"
2-112"
3.118"
1"
2-112"
1"
2-112"
2'
3-118"
2"
0.48'
0.54"
0.324"
Embedment (m):
1.314'
1-3l4"
1-314'
1-314"
T
1.114"
1-114"
1-114'
1-114"
1-114'
1.114"
2'
1-18"
1-318"
Neries
2 Anchors A 4.75" MIn. O.C. I Standaa or Offset Clip (Fig. 182):
390 lbs
390 Ibs
450 Ibs
800 lbs
1644 lbs
270 lbs
280 Ibs
354 lbs
740 lbs
374 lbs
664 lbs
946 Ibs
341 Ills
442 lbs
560 ibs
4 Anchors A 4.66" Min. O.C. I Standard (or Offset) Clip (Fig. 3):
780 lbs
780 lbs
900 lbs
1780 lbs
3232 lbs
540 lbs
560 lbs
706 lbs
1480 ibs
748 ibs
1272 Ibs
1892 lbs
682 lbs
885 lbs
1120 lbs
8 Anchors A 1.71" Min. O.C. I Standard (orORsel) Clip (Fig. 4):
1180 lbs
1400 lbs
1010 lbs
2595 lbs
WA
WA
940 lbs
WA
1065 lbs
WA
N/A
WA
1363 lbs
1770 lbs
2240 lbs
4 Anchors A 3' Min. O.C. 1(2) 2x5 Angle Clips I (Fig. 5 :
780 lbs
760 lbs
680 lbs
15601bs
1896 lbs
540 ibs
560 lbs
WA
760 lbs
748 1 b
880 lbs
1892 Ibs
682 lbs
885 lbs
1120 lbs
8 Anchors 0 3" Min. O.C.1(2) 2x5 Angle pips I (Fig. 6):
1560 lbs
1560 lbs
1360 lbs
3120 lbs
3792 lbs
1080 lbs
1120 lbs
WA
1520 lbs
1496 lbs
1760 lbs
3784 lbs
1363 lbs
1770 lbs
2240 lbs
12 Anchors M 1.5" Min. O.C. l (2) 2x5 Angle Gips /(Fla. 7):
1660 lbs
2100 lbs
1440 lbs
3780 The
NIA
WA
1320 lbs
WA
1500 lbs
WA
WA
WA
2045 lbs
2654 lbs
3360 lbs
4 Anchors A 1.34' Min. O.C. 1 U-Cllp, into .125' Alum. (Fig. 8):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
1430 lbs
8 Anchors 0 0.64" Min. O.C. I U -Clip, Into .125' Alum. (Fig. 9):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
NIA
2861 lbs
2 Anchors A 4.68" Min. 0. C1 F -Gip (Fig. 10):
390 lbs
390 lbs
450 lbs
690 lbs
1616 lbs
270 lbs
280 lbs
354 lbs
740 lbs
374 1 b
636 lbs
948 lbs
341 lbs
442 lbs
560 lbs
4 Anchors A 1.71' Min. O.CJ F -Gip (Fla. 11):
590 lbs
700 lbs
505 IN
1298 lbs
WA
WA
470 Ibs
WA
533 lbs
WA
WA
WA
682 lbs
6851bs
1120 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
PATTERN AND ANCHOR VALUES A$ THE STANDARD CLIP.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ( ANCHOR CAP.F, . _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.
.250"
FIGURE 1: FIGURE 2: FIGURE 3:
FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11:
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.
I 1
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
x� a
LL
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0�4o W
oz U
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
• • l
• • • • .. • •
- -
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6:
FIGURE 7:
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
I
I ANGLE
1-
• •
• • • • • • CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
I (FIGURES
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
• • • •
• • • • 5-7)
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
MUST BE
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO
• •
I • • • • • • USED IN
PAIRS.
BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
z m
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c
C
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2.000"--- l
2' X 6" X.25"
MULLION
6.000"
PRODUCTREVISED
as cempiying with Ow Florid4
Builduig Code
AcceptaueeNo 16-o'Zs9.4a3
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TABLE 14A
Mullion Capacity Table (lbs/Rel
Opening Width (for Vertically -spanning mulions)orOpening Height {forhorizon(ally-Spatvling mullions)
50 In 60 in 70 In 80 In 90 in 100 In 1201n 140 In 160 in
Rectangular Trap/Trlang. Rectangular Traprrrtang. Rectangular TraplTriang. Rectangular -TraprCriang. Rectangular TraprTTriang. Rectangular Trap/Triarng. Rectangular TraprTriang. Rectangular TrapTrtang. Rectangular TraplTriang-
1.26" x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
x .126" Alum
Tube Mull - CLS 8 2. a
O L 2 7 U S O jr 0 O t T� 2 �? O u C =U O jr O C O U 0 C t .2L 2 C L
Cr
T 42 In 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 1 45.1 526 134.1 411
48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.6 403 78.6 314 30.2 403 78.6 314
I
60.625 In 823 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.6 362 67.2 286 45.7 362 64.6 264 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 1 25-f 362 63.5 283
54 In 67.8 318 74.1 267 56.6 318 64.2 261 48.5 318 67.7 256 424 318 63.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 316 49.1 248 21.2 318 49.1 248
C 601n 49.5 268 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 250 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 j 15.5 258 32.2 201
_J 63 In 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 265 183 II 13.4 234 26.5 183
66 In 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.6 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 237 169 15.5 213 222 167 13.3 213 220 166 11.6 213 22.0 166
721n 28.8 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145
76 In 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 22.3 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP-) X( ANCHOR CAP.,��, �1 =ANCHOR CAP..,
(MULLION CAP.mu-
Anchor C specily
,u-
AnchorCspeclty Table tpbs)
Substrate
2.7k Concrete
3.5k Cont.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
Hollow CMU
a
J
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Filled CMU
PT Wood
Metal
Anchor Type 3l16'EkoUllracon
I
J
114"EicoUttracon
5/161 Eko
3lt6'EkoUllra[on
114"EkoUllydcon
114' SS Elco
5116' Eko
1141 SS Elco
1110 Sled #12 Steel
1112 Steel
AechorCllp Patterns
2.116" ;
W
Unracon
S
S
AggreGator
U1lracon
AggreGalor
Screw (GS) Screw (G5)
screw (G5)
I-dgeDlslarxe(Inj 1"
2-1/7'
1"
2-1/7
&716"
1'
2-112'
1'
2-1l2'
2"
3-1l8'
2'
0.48' 0.54"
0.324"
Embedment In 13/4"
(x
1314'
13/4'
7314'
2,
1-114'
1-114'
1-1/4'
1-114"
1-114"
1-114"
2'
1-318' 1318"
varies
4 Anchors 0 3" Min. O.C. ! (2) 2K5 Angie Cups 1(FIg 1y 7801bs
760 lbs
660 Its
1560 Ibs
1896 Ids
540 IDs
660 IDS
WA
760 IDs
748 las
680 IDs
1892 lbs
682 IDS 685 IDs
1430 IDS
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:
5
$
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
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SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
11,266"�
I-
J
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
W
W
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
I. I. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.116" ;
W
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
S
S
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
.125"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
U
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFA 25'
J
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
1.26"X 2.11' X .125" MULLION
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
(INTEGRAL FIN MULLION)
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1
5
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us complying with the Tlixick
Ruildung Code
Acceptance N 16021&* e2o _ 3
Expimtion Dale fzb 2l
By
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TABLE 15A
Mullion Capacity Table (IbsW)
`TABLE 15B
Anchor Capacity Table (lbs)
Substrate:
2.7k Concrete
Filled CMU
3.5k Cone.
Metal
Anchor Type:
I
3116' Elco Ultracon
1/4" Elco Ultracon
5/16' Eloo
Opening Width (for verticalVsparning millions) or Opening Height (for horizontaiVspardrig millions)
Anchor Clip Patterns
1/4" Elco Ullracon
AggreGalor
Ultracon
AggreGator
Ultracon
Screw (G5)
Screw (G5)
I Edge Distance (in),
1'
2-1/2'
50
In
3.1/8'
1"
60
In
1-3/4'
1-3/4"
70
In
2"
1-114"
60
In
390 lbs
390 lbs
90
In
1700 lbs
270lbs
100 In
1 4 Anchors @ 3.5' Min. O.C. / (2) 2x5 Angle Clips I (Fig. 2):780
lbs
120 In
790 ft
1670 lbs
140 N
1-
160 In
6 Anchors 0 2.71' Min. O.C. / (2) 2x5 Anale Cies I (Fig. 3):
1120 lbs
Rectangular
TraprTrlang.
Rectangular
Trapfrdarg.
_
Rectangular
Trap/Trlang.
Rectangular
TraplTrleng.
Rectangular
Trapfrrieng.
Rectangular
TraplTdeng-
Rectangular
Trapfrdeng,
Rectangular
Trapfrdang. Rectangular
-
TreplTdang.
3.26" 30
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42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
521
-170.0
1488
170.0
521
170.0
11735
170.0
521 .149.1
1740
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
152.2
1522
170.0
680
130.5
1622
170,0
680 1114.2
1522
170.0
680
50.6261n
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747 -164.2
1443
170.0
756
136.9
1443
170.0
766
117.3
1443
170.0
756 , 102.6
1443
170.0
756
641n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
803
160.4
1353
170.0
837
144.3
1353
170,0
858
-120.3
1353
170.0
861
103,1
1353
170.0
861 i 90.2
1353
170.0
861
601n
170.0
685
170.0
701
170.0
1063
170.0
797
167.0
1218
170.0
878
146.1
1218
170.0
944
129.9
1218
159.8
I
936
116.9
1216
152.1
924
97.4
12t8
146.1
913
83.6
1218
146.1
913 1 73.1
1218
146.1
913
63 in
170.0
930
170.0
745
170.0
1116
170.0
850
160.2
1150
168.8
933
131.4
1150
163.0
914
116,8
1150
1411.9
898 '
1105.1
1150
134.2
885
87.6
1150
126.7
871
75,1
1150
126.2
870 1 65.7
1150
126,2
670
66 in
170.0
974
1170.0
789
152.4
1048
165.8
881
130.6
1048
146.6
864
114.3
1048
133.1
850
101.6
1048
123.4
839 91.4
1048
118.6
630
76.2
1048
109.4
821
65.3
1048
108.2
818 _ 57.1
1048
108.2
818
C 721n
140.8
880
147.9
764
117.4
880
126.0
748
100.6
880
110.6
734
08,0
880
100,0
722
78.2
880
92.0
712
70.4
880
88.2
703
58.7
880
79.2
693
50.3
76.6
688 44.0
880
76.4
688
-880
J 761n
119,7
790
125.1
690
99.8
790
106.4
676
85.5
790
93.3
663
74.8
790
83.9
652
66.5
790
76.9
643
59.9
790
71.7
635
49.9
790
65.1
624
42.8
790
62.1
619 37.4
790
61.5
617
78 in
110.8
750
115.5
657
92.3
760
98.1
644
79.1
760
85.9
632
69.2
760
77.1
621
61.5
760
70.6
612
55.4
750
65.7
605
46.2
750
59.4
594
39.6
750
66.2
588 34,6
750
55.5
588
90 In
72.1
563
74,4
500
60.1
563
62.9
491
51.5
563
54.8
483
45.1
SW
48.9
475
40.1
563
44.4
468 +
36.1
563
40.9
462
30.0
563
36.2
452
25.8
563
33.3
445 22.5
563
31.8
442
96 In
59.4
495
61.1
443
49.5
495
51.5
435
42.4
495
44.8
427
37.1
495
39.9
421
33.0
495
36.1
415
29.7
495
33.2
409
24.8
495
29.1
400
21.2
495
26,6
394 18.6
495
25.0
390
1081n
41.7
391
42.6
353
34.8
391
35.9
348
29.8
391
31.1
342
26.1
391
27.6
337
23.2
391
24.9
333
20.9
391
22,8
328
- 117.4
391
19.7
321
14.9
391
17.8
315
ill In
38.4
370
39.2
335
32.0
370
33.0
330
27.5
370
28.6
325
24.0
370
25.3
320
21.4
370
22.8
316 :`
19.2
370
20.9
312
16.0
370
18.1
305
1201n
30.4
317
30.9
289
25,3
317
26.0
284
21.7
317
22,5
280
19.0
317
19.9
276
16.9
317
17.9
273
144 In
17.6
220
17.8
203
`TABLE 15B
Anchor Capacity Table (lbs)
Substrate:
2.7k Concrete
Filled CMU
3.5k Cone.
Metal
Anchor Type:
I
3116' Elco Ultracon
1/4" Elco Ultracon
5/16' Eloo
3/16" Elco Ultracon
Anchor Clip Patterns
1/4" Elco Ullracon
AggreGalor
Ultracon
AggreGator
Ultracon
Screw (G5)
Screw (G5)
I Edge Distance (in),
1'
2-1/2'
1'
2-1/2`
3.1/8'
1"
2.1/2"
1 Embedment (in):
1-3/4'
1-3/4"
1.3/4"
1-3/4'
2"
1-114"
1-114"
2 Anchors @ 5" Min. O.C. / (2) 20 Angle Clips / (Fig. 11'
390 lbs
390 lbs
450 lbs
890 Itis
1700 lbs
270lbs
280 lbs
1 4 Anchors @ 3.5' Min. O.C. / (2) 2x5 Angle Clips I (Fig. 2):780
lbs
780 lbs
790 ft
1670 lbs
2525 lbs
5401bs
560 lbs
6 Anchors 0 2.71' Min. O.C. / (2) 2x5 Anale Cies I (Fig. 3):
1120 lbs
1120 lbs
958 lbs
2246 lbs
2254 lbs
N/A
840 lbs
Hollow CMU
Filled CMU
PT Wood
Metal
1/4" SS Etco
5/16" Elco
1/4' SS Elco
#f0 Steel
#12 Steel
#12 Steel
1/4" Elco Ullracon
AggreGalor
Ultracon
AggreGator
Screw (65)
Screw (G5)
Screw (G5)
1" 2-1R'
2"
3-1/6'
2'
0.48'
0.54'
0.324'
1-114 1-1/4'
1-1/4"
t-1/4'
2-
1.3/("
1-318"
Names
3541bs
740Iba
3741bs
7201bs
946 lbs
341 lbs
4421bs
5001bs
NIA
1120 lbs
148Ibs
880lbs
1092 lbs
682 Itis
885 lbs
1120 lbs
N/A
1059 lbs
NIA
1320 lbs
WA
1022 lbs
1327Ibs
1660 lbs
FIGURE 1:
TABLE NOTES:
s 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 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
FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-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
s THE MATERIAL. #10& #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S.
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPS,) 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.
1
PRODUCT REVISED
as complying with lite Clef•ida
Building Code
Acceptance No 16'CS18.03
piralion Dale
By
Mian Dade Product
�1lllli/// •
-�
c)F
ifs•'•.. .�iA
F'/.afttv�•'
A. LYNN MICI]'R, P.E.
FL P.E.# 58705
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in
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PRODUCT REVISED
as complying with lite Clef•ida
Building Code
Acceptance No 16'CS18.03
piralion Dale
By
Mian Dade Product
�1lllli/// •
-�
c)F
ifs•'•.. .�iA
F'/.afttv�•'
A. LYNN MICI]'R, P.E.
FL P.E.# 58705
TABLE 16A
Mullion Cavaoity Table ilbstfe)
TABLE 16B
O
S
1-
Z
�' N
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Opening WMdth (for vertically -sparring mUlions) or Opening Helght (for horizontally-spamirg mtdlions)
O
Anchor CanacltvTable fibs)
_
Hopow CMU
Filled CMU
PT Wood
Metal
ANCHOR CAP.�,•"_ CAP.
(DP ) X
(MULLION
Substrate:
_
2.7k Concrete 3.5k Conc.
50
in
60
In
o
O
70
In
1/ANCHOR
CAP.,,..".)
0
80
In
116' Elco
114" Elco Ultracon Ullrecon53116' Elco Ultracon
114• Elco Ultracon
90
In
114' SS Elco
AggreGalor
#10 Steel #12 Steei
Screw (G5) Screw (G5)
100 in
USE THIS FORMULA TO OBTAIN THE "ANCHOR
Anchor Clip Pattems
120 In
Z
�
140 In
16010
m
=�
�w
Rectangular
TrapJTdang.
Rectangular
TrapffOang.
Rectangular
TraplTdang,
Rectangular
Trap/Tdang.
Rectangular
TraWriang.
Rectangular
Trep/irfang.
Rectangular
TreprTr(ang.
Rectangular
TraWfil ng.
Rectangular
TraprTdang.
3.36" 46
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DEG. AL
780 lbs
700 lbs
7901bs 1670 lbs 2525 lbs 540 lbs 560 Lbs
WA 1120 lbs
748 lbs
88o lbs
1892 lbs
602 lbs 685 lbs
1120 lbs
CAPACITY (FROM THE TABLE) OF THE SELECTED
B Anchors t`i12.71' Min. O.C. 1 (2) 2x5 Angle pips I (Fig. 3k
1120 Lbs
1120 lbs
0581bs 2246 Lbs 2254 Lbs N1A 6401bs
N/A 1059 lbs
NIA
1320 lbs
N/A
1022 lbs 1327 lbs
i880ibs
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
BAY MULL
n4
a�p9i y
i�
a
a
i `$
a
CL
am
21.4
ANCHOR CAPACITY TABLE.
FIGURE 1:
0
iba
�76V�
�
ow
TABLE NOTES:
CL
v
• •
FOR INFORMATION
ON LOADING.
C9
Is_
C
0 e
C
SEE SHEETS 2-4 FOR GENERAL INSTALLATION
UUv
15
U
G
Ua
8
CLsj
aro
U
9
LmCV,
i7
U
8
ON
Lau
Cai
yFfyj
Cc
ULm�uC,
Um
C
Q
ULOVCoa,
�o
onw
&
•
7
_7�a
�Ly
7
L
42 In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
888
170-0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
' 160.3
1871
170.0
521
48 in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
163.7
1637
170.0
680
140,3
1637
170.0
680
= 122.8
1837
170.0
680
50.625 In
170.0
747
170.0
563
170.0
896
170.0
63t
170.0
1048
170.0
884
170.0
1195
170,0
723
170.0
1345
170,0
747
170.0
1494
170.0
756
147.1
1552
170.0
756
126.1
1552
170.0
756
; 110.4
1552
170,0
758
541n
170.0
797
170.0
612
170.0
956
170.0
891
t70.0
1118
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
155.2
1455
170.0
856
129.3
1455
170.0
861
110.8
1455
170.0
861
97.0
1455
170,0
861
60 in
170.0
885
170,0
701
170.0
1003
170.0
797
170.0
1240
170.0
878
157.1
1309
170.0
944
139.7
1309
170.0
986
125.7
1309
163.5
994
104.8
1309
157.1
982
89.8
1309
157.1
982
78.6
1309
157.1
982
63 In 170.0
170.;0
745
1170.0
iliS
170.0
&50
162.9
1247
170.0
940
142.5
1247
-5
9 3
1247
'152.6
965
1114.0
1247
144.3
952
95.0
1247
1136.2
W
81.4
1247
135.7
935
71.3
1247
135.7
935
68 In
170.0.
974
170.0 789 170 0
1169
170.0
903
148.4
1190
183.7
965
129.91
1190
147.9
1128.7
945 115.4
1190
138.5
928
: 103 91
1190
128 4
914
86.6
1190
1`19.5
898
74.2
1190
118.1
893
64.9
1190
118.1
893
C721n
161.6
1010
169.8
877
134.7
1010
144.6
859
115.4
1010
127.2
842
101.0
10t0
114.7
828
89.8
1010
105.6
617
80.8
1010
98.9
807
67.3
1010
90.8
795
57.7
1010
87.6
700
50.5
1010
87.7
789
76 In
137.4
908
143.6
792
114.5
908
122.0
775
98.1
906
107.1
761
85.9
908
98.2
749
76.3
906
88.2
736
68.7
906
82.3
729
57.3
906
74.7
7t6
49.1
906
71.2
710
` 42.9
908
70.6
708
781n
127.1
881
132.5
754
105.9
861
112,5
738
90.6
861
98.6
725
79.4
861
88.5
713
70.6
661
81.0
703
63.6
861
75.4
694
53.0
861
68.1
681
45.4
861
64.5
675
39.7
661
83.7
672
90 In
82.7
646
85.4
574
68.9
646
72.1
584
59.1
60
62.9
554
51.7
648
56.1
545
46.0
646
50,9
537
41.4
646
47.0
530
34.5
648
41.5
519
29.5
648
38.2
511
25,9
646
36.5
507
sle
7e.2
W
7DA
508
W.8
SM
A
499
48.7
51.4
491
42.6
03
37.9
W
41.4
476
34.1
W
38A
470
28.4
4 9
33.4
451D
24.3
568
30.5
452
21.3
SH
28.7
447
10811n
47,9
448
48.9,
05
39.9
M9
41.2
399
34.2
449
35.7
393
29.9 1
44449
31.7
367
26.6
449
28.6
382
23,9
4'49
28.1
377
200
22.7
388
17.1
449
20.4
361
15.0
449
18,9
356
111 In
44.1
425
45.0
385
36.8
425
37.9
379
31.5
425
32.8
373
27.6
425
29.1
367
24.5
425
26.2
362
22.1
425
24.0
358
18.4
425
20.7
350
15.8
425
16.6
343
l
1201n
34.9
384
35.5
331
29.1
364
29.8
326
24.9
384
25.6
321
21.8
364
22.8
317
19.4
364
20.5
313
17.5
364
18.7
309
144 In
120.2
253
20.4
233
16.8
253
17.1
230
I
TABLE 16B
O
S
1-
Z
�' N
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Uj
U)
O
Anchor CanacltvTable fibs)
_
Hopow CMU
Filled CMU
PT Wood
Metal
ANCHOR CAP.�,•"_ CAP.
(DP ) X
(MULLION
Substrate:
_
2.7k Concrete 3.5k Conc.
UI
O
o
O
171
Q
1/ANCHOR
CAP.,,..".)
0
Anchor Type:
3116' Elco Ultracon
116' Elco
114" Elco Ultracon Ullrecon53116' Elco Ultracon
114• Elco Ultracon
114" SS Elco
AggreGator
5116' Elco
Ultracon
114' SS Elco
AggreGalor
#10 Steel #12 Steei
Screw (G5) Screw (G5)
#12 Steel
Screw (G5)
USE THIS FORMULA TO OBTAIN THE "ANCHOR
Anchor Clip Pattems
Z
�
m
J
m
=�
�w
�o
m
v
Edge Distance (in):
1"
2-12"
1" 2-12" 3-116' 1" 2-112'
1' 2-12'
2'
3-116'
2'
0.48" 0.54'
0.324"
CAPACITY REQUIRED" CORRESPONDING TO AN
N
If Embedment (in):
1-314"
1-314•
1-3/4" 1-314' 2" 1-114" 1-114'
1-114' 1-114'
1-114'
1-114'
2'
0
paries
ACTUAL. PRESSURE REQUIREMENT FOR THE
2 Anchors A 5' Min. O.C. 1(2) 2x5 Anole Clips 1 (Flg. 1 j
390 lbs
390 lbs
450 8901bs 1700 lbs 270 The 280lbs
354 lbs 740 lbs
374 lbs
720 lbs
946 lbs
341 lbs 442 tbs
580 lbs
OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors C 3.5' Min. O.C.1(2) 2x5 Angle Clips 1(Fig. 2):
780 lbs
700 lbs
7901bs 1670 lbs 2525 lbs 540 lbs 560 Lbs
WA 1120 lbs
748 lbs
88o lbs
1892 lbs
602 lbs 685 lbs
1120 lbs
CAPACITY (FROM THE TABLE) OF THE SELECTED
B Anchors t`i12.71' Min. O.C. 1 (2) 2x5 Angle pips I (Fig. 3k
1120 Lbs
1120 lbs
0581bs 2246 Lbs 2254 Lbs N1A 6401bs
N/A 1059 lbs
NIA
1320 lbs
N/A
1022 lbs 1327 lbs
i880ibs
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
• •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25
FOR INFORMATION
ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION
METHODS.
FIGURE 2. 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. .1
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-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.
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
U-)
CV
PRODUCT REVISED
as complying with Ow Florida
BUilding; Code
Acceptance No
Ex iral,on Date 2!
By11
MiamPlroduct
AZ vYNAi
N 17:
' l IJl
A. LYIV �11y11�ER; P.E.
FL P.E.# 58705
O
S
1-
Z
�' N
Uj
U)
O
Uj
UI
O
o
O
171
Q
0
F-
J
W
o
Z
�
m
J
m
=�
�w
�o
m
v
J
C
n2Z
Z�!
Q
m Z
N
F-
fn
W _6
LU -0
C>
� �
o
b�
�
N v)
o
0
LLI
UQ
Z
OO
a
�a
CA
mOTO
N
u epi
Illy
mw
PRODUCT REVISED
as complying with Ow Florida
BUilding; Code
Acceptance No
Ex iral,on Date 2!
By11
MiamPlroduct
AZ vYNAi
N 17:
' l IJl
A. LYIV �11y11�ER; P.E.
FL P.E.# 58705
1.000" f--
1.000"
1.062'--i 1
I
I I
X
i
063" 385"
%
I I
I I
.062" ,
.438"
'
I I I I I
4.CJ0" l
4.0)0"
4.Q JO"
2 0?5"
G
0.757
.375"
.125"
25"-,--
5"----- --.031"-i�
Aluminum
I
.031" �
Tube &,,r
F
2.250
1.25' X3,25"
125" .375375"
0.750
X.11001
H
1.500
1"X4"X.125"�
1"X4"X.375"
1"X4"X.375"
MULLION
MULLION
"T" -MULLION
6063-T6 ALUM.
6063-T6 ALUM.
6063-T6 ALUM.
X -SECTION
X -SECTION
X -SECTION
3,250" S
.100"
.100
---1 .620" F -o
1.25"X 3.25"X.100-
MULLION
.25"X.100"MULLION
6005-T5 ALUM.
X -SECTION
.125"
30' BAY MULi
6063-T6 ALL
X-SECTI01
1.25"X 3.25"X.624"
MULLION
6005-T5 ALUM.
X -SECT ION
2.661"
1.377"� 125
.228'-,
-1.250'-
94"
624"
--1 .620" 1--
1.25" X 3.94" X .624"
MULLION
6005-T5 ALUM.
X -SECTION
3.469'-
/1.877 /
C
125"
50"45° BAY MULLIO
6063-T6 ALUM.
X -SECTION
226"T �--.981"-
q
T
i I
i .125" STANDARD CLIP
2.0)0" ; 6063-T6 ALUM.
X -SECTION
I �
125"
/
i
�I.III...II.III.I. ....♦ IIII.I.III.I//
.740"
.125"
I
2.125"
U -CLIP
6063-T6 ALUM.
X -SECTION
o�
.125'-
5.500"
3.125" CUTHERETO 375"
.375"� J _ CREATE F -CLIP, SEE
MIN. I I DETAIL F, SHEET 4
I I I I
I I I I
l I I I
I I I I I
I I I I
2.875-9- - - �_ - � - - �
I I I 1
I I I I F
I I I I I
I I I I
I I I I
I I I 1
i I I I
L - L
------- I --------
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".
5.500"
.375"
MIN.
STANDARD CLIP
6063-T6 ALUM.
TOPVIEW
375"
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.
OFFSET CLIP
.125 ��1 6063-T6 ALUM.
Tao" l_ 1--t- I TOPVIEW
q
2.000" 2X5 ANGLE CLIP
6063-T6 ALUM.
X -SECTION ,125"
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 + 1116".
5.000" 375"
et MIN.
.375"
- o
CENTER OF ;-------------------- i --4.375„
ANCHOR HOLE I I MIN.
MUST LIE WITHIN I I
` THE DASHED I
11 BOUNDARY. SEE I I
`J SHEETS 5-20 FOR o
THE ANCHOR O.C. �rJ I
1 / DISTANCE. I I
MAXIMUM
ANCHOR HOLE
I DIAMETER: I I
_ ANCHOR L
DIAMETER + 1116". ----------f,
U -CLIP
6063-T6 ALUM.
TOPViEW
TABLE C
Dlmenslon Value (In) For Mulllon:
F
3.687
1 I
I I
1.000
I I I I
I I
I I I I I
o2.250"
I I
I I
I I
1 I
1
I I I I I
Tube Mullion
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.
OFFSET CLIP
.125 ��1 6063-T6 ALUM.
Tao" l_ 1--t- I TOPVIEW
q
2.000" 2X5 ANGLE CLIP
6063-T6 ALUM.
X -SECTION ,125"
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 + 1116".
5.000" 375"
et MIN.
.375"
- o
CENTER OF ;-------------------- i --4.375„
ANCHOR HOLE I I MIN.
MUST LIE WITHIN I I
` THE DASHED I
11 BOUNDARY. SEE I I
`J SHEETS 5-20 FOR o
THE ANCHOR O.C. �rJ I
1 / DISTANCE. I I
MAXIMUM
ANCHOR HOLE
I DIAMETER: I I
_ ANCHOR L
DIAMETER + 1116". ----------f,
U -CLIP
6063-T6 ALUM.
TOPViEW
TABLE C
Dlmenslon Value (In) For Mulllon:
F
3.687
1' X 4' X
G
1.000
.125'
H
2.680
Aluminum
1
3.000
Tube Mullion
F
3.187
1" X4" X
G
0.757
.375"
H
2.430
Aluminum
I
3.000
Tube &,,r
F
2.250
1.25' X3,25"
G
0.750
X.11001
H
1.500
Aluminum
1
3.250
Tube Mullion
TABLE D
TABLE C, CONT.
Dimension Value (in) For Mullion:
F
1.938
1.25' X3.25'
G
0.500
X.624'
H
1.438
Aluminum
1
3.250
Tube Mulllon
F
2.625
1.25" X3.94'
G
1.125
X.624"
H
1.500
Aluminum
1
3.250
Tube Muilion
F
2.813
306 Bay Mull
F
2.875
45' Bay Mull
Mull Dimension
PGT Part #
(sheet#}
Mullion
Std. Cllp
OitsetClip
U -Clip
Angle Clip
1- X4' X.125' (10)
69364
6W111M
6661122M
666241M
666518M
1- X4' X.375' (11)
66610
666112M
6661123M
666242M
666519M
V X4" X.375' "T' (11)
66653
M112M
6661123M
666242M
W6519M
1.25' X 3.25' X. 100- (13)
20160
6661127M
6661124M
6662410M
6665115M
1.25" X 3.25' X.624- (14)
20161
6661128M
6661125M
6662411M
6665116M
1.25" X3.94- X.624- (15)
20162
6661117M
6661126M
666241M
666517M
30 Degree (19)
66649
WA
NIA
WA
6665110M
45 Degree (20)
66650
WA
WA
WA
6665111 M
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
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TABLE E
Mull Dimension
(sheet #)
2" X4" X.25" (16)
2"X6"X.25"(17)
NOTES:
PGT Part #
Mullion ' Std. Clip U -Clip I Angle Clip -� r •125"
66602 666261M 666271M 6665112M
4 ! 666262M I 666272M 16665113M I ? STANDARD CLIP
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"
-2.000' -
2.000" I 6063-T6 ALUM.
X -SECTION 2.115"
I '
125"
,
-1.490"-
5.500"
CUT HERETO
3.500" CREATE F -CLIP,
.375" I _ SEE DETAIL F, 375"
MIN. _ SHEET 4 MIN.
I I I
I I I
1 I
I I
4.010" I I
I I
3.438„
2"X4"X.25" i II
MULLION I I
6063-T6 ALUM.
X -SECTION I I
I I I
4 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".
5.500"
_
f
CUT HERE TO
2.000"-j
3.500" i
375"
CREATE F -CLIP,
SEE DETAIL F,
j�///////�//�
MIN. r _
SHEET 4
/
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r----------------�---------
j.
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.250"
2.000" I 6063-T6 ALUM.
X -SECTION 2.115"
I '
125"
,
-1.490"-
5.500"
CUT HERETO
3.500" CREATE F -CLIP,
.375" I _ SEE DETAIL F, 375"
MIN. _ SHEET 4 MIN.
I I I
I I I
1 I
I I
4.010" I I
I I
3.438„
2"X4"X.25" i II
MULLION I I
6063-T6 ALUM.
X -SECTION I I
I I I
4 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".
.375"
MIN.
4.1S "
q
[--.125"
I U-CL1P
5 I 6063-T6 ALUM.
X -SECTION
I '
.125"
Ce + - 3.438"
/CENTER
-CLIP, 6063-T6 ALUM.
R 2"X 4" MULLION, SHEET 16
TOPVIEW
ANCHOR HOLE MUST LIE
DASHED BOUNDARY, SEE
SHEETS 5-20 FOR THE ANCHOR Q.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
- - - I -
376"1
I
� I
5.438"
fi 5.418"
U -CLIP
6063-T6 ALUM.
USED FOR 2" X 6" MULLION, SHEET 17
TOPVIEW
h p�i
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.125"
2X5 ANGLE CLIP o 4 x W
6063-T6 ALUM. o z J
2.000" ; X -SECTION
N
125"
o m
iM m W
Z W N
_O W
W
Z 2
= 5.000"375" W L) o ° O
MIN. Z M W
Z
- - - - - - - - - - - - - - - - - - 7. C
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I I U) Q p W�
I I .375" (0 Z w o 0
a � O
L --------------------- MIN. W 0
U)
2X5 ANGLE CLIP Q Z O 0
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. a c (i) (1)
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW n 15 0 5,0
SHEETS 5.20 FOR THE ANCHOR O.C. hi 3 m�
DISTANCE. MAXIMUM ANCHOR HOLE r a co a �-7
DIAMETER: ANCHOR DIAMETER +1116".
5.000"
.375"
MIN.
----------------------�
I I
I I
Q0UCT REV ISED
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t I Acceptance No I (o-O'L1i $• 03
I I E piration Date '
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A. LYNN MILLER, P.E.
FL P.E.# 58705
5.500"
_
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CUT HERE TO
2.000"-j
3.500" i
375"
CREATE F -CLIP,
SEE DETAIL F,
j�///////�//�
MIN. r _
SHEET 4
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250" / %
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6.010"
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MULLION
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6063-T6 ALUM.
I I
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j
X -SECTION
I
I
I
/ /
I
------J
STANDARD CLIPL
.250'
6063-T6 ALUM.
TOP VIEW
.375"
MIN.
4.1S "
q
[--.125"
I U-CL1P
5 I 6063-T6 ALUM.
X -SECTION
I '
.125"
Ce + - 3.438"
/CENTER
-CLIP, 6063-T6 ALUM.
R 2"X 4" MULLION, SHEET 16
TOPVIEW
ANCHOR HOLE MUST LIE
DASHED BOUNDARY, SEE
SHEETS 5-20 FOR THE ANCHOR Q.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
- - - I -
376"1
I
� I
5.438"
fi 5.418"
U -CLIP
6063-T6 ALUM.
USED FOR 2" X 6" MULLION, SHEET 17
TOPVIEW
h p�i
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2X5 ANGLE CLIP o 4 x W
6063-T6 ALUM. o z J
2.000" ; X -SECTION
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125"
o m
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Z W N
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MIN. Z M W
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a � O
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U)
2X5 ANGLE CLIP Q Z O 0
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. a c (i) (1)
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW n 15 0 5,0
SHEETS 5.20 FOR THE ANCHOR O.C. hi 3 m�
DISTANCE. MAXIMUM ANCHOR HOLE r a co a �-7
DIAMETER: ANCHOR DIAMETER +1116".
5.000"
.375"
MIN.
----------------------�
I I
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Q0UCT REV ISED
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t I Acceptance No I (o-O'L1i $• 03
I I E piration Date '
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A. LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS I_NI HEAD
L .. _ _ J
SEE - — SEE
FENESTRATION DETAILS,
PRODUCT'S SHEETS
u
APPROVAL\ — - 2.3
7
DETAILS,
MULLION
SHEETS 2-3
LEN 3TH
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MULLION 7'^
SEE
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SHEETS
- _ 2-3
F-
O
L___J
NO ANCHORS IN WINDOW SILL
32"
32'
-11- MULL WIDTH
OPENING WIDTI I
EXAMPLE 2: MULTIPLE MULLIONS
MULL WIDTH -�
SEE
SEE DETAILS,
32' FENESTRATION SHEETS
PRODUCT'S
APPROVAL
VER'ACAL 1- 1 L=-_ J L
MULLION
LENGTH SEE
&
DETAILS,
OPENING
SHEETS 2-3
HEIGHT
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p�Xp� Q
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FOR
U V � tJ
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HORIZ.
MULLION 7'^
oz z U
SEE -
DETAIL E,
SHEET 3
SEE
DETAILS,
SHEETS _
2-3
36', HORIZ._ �� 36', HORIZ.
MULL LENGTH MULLLENGTH
OPENING WIDTH FOR VERTICAL MULL
�J
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'• AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.01-60,0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
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 +1-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X.650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE 2X5
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.
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 +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) X 636 LBS ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF f
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318". THE OPENING REQUIRES A
DESIGN PRESSURE OF +50.01-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 361+36"+11"=73". REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X.375" MULLION (LENGTH =108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2" X 4" X.260- MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73" DIMENSION (35-112"+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 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LES 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" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALITRIANGULAR 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 +1-170.0 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 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8'•
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
(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 #112 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION;
+I-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS +I-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.
"RN)UCT REVISED
as complying wikh 9w Flo"
Buiiding Code ]ro"021$ •O
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EXAMPLES OF RECTANGULAR LOADING:
PW
SHIDH SHIDH - - SHIDH SHIDH -
I I� rl
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
PW
P PW
�- SHIDH I SHIDH
� -
- Z� SHIDH 6 HIDH A
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PVV HINGED
DOOR PW PW
fl
- j 0 C,
PW I PW J -
_—T � I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
SGD
LOADING OF HORIZONTAL MULLION
_i I �-
I FPW 1 PW _
LOADING OF (2) HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
SGD
I`
PW
HINGED
DOOR
- - PW PW
I
0.
I I I I
LOADING OF HORIZONTAL MULLION
I � i
LOADING OF VERTICAL MULLION
I l_ I I PW
---
///z/ - - �-
SHIDH
HR
I I I I
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
I I i) DRAWINGS ARE
i RERESENTATIONS OF TYPICAL
I PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
PW BE DETERMINED, USE
RECTANGULAR LOADING.
— 3) SEE PRODUCTS' APPROVAL FOR
r ACTUAL ANCHOR LOCATIONS.
i
1 I I
- T -- —
LOADING OF HORIZONTAL
MULLION
'WYOUCT REVISED
as complyingAvith t1w Florida
Building Code
AccerAwce No its
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