HomeMy WebLinkAboutProduct Approval (6)M IAM I•DADE I MIAMI-DADE COUNTY
L4011UM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.03
Expiration Date: May 26, 2021
y4l
'� 6 Approval Date: April 14 2016
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manu
Product Cont
e e ez, P.E.
of19katniner
NOA No. 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON -IMPACT OR LARGE AND SMALL I 1) DETAILS SHOWN ARE FOR THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT -RESISTANT PRODUCTS 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
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS ............................... 1
FIGURE 1: ELEVATIONS-.._.._ ....................... 1
MULTIPLE --- OPENING WIDTH FOR VERTICAL MULL- i ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 2X WOOD ........................ 2
MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULL TO 1X & MASONRY. ............. 2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. INSTALLATION NOTES ................... 2
A-D,G,H; SHAPE MULL TO MASONRY ....................... 3
SHEETS 2-3 / 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
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS ........................ 3
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4
BAY MULL INSTALLATION., ............ 4
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2 X.125 MULL SPECS ...............
1 X 2 X X-
MULL SPECS 6
INSTRUCTIONS. ..........
1 X 2.75 .375 MULL SPECS 7......._.
SEE DETAILS 17 111 1 X 2.76 X .65 MULL SPECS ............ 8
A THRu c 6 / Iii / \ 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 x.500 MULL SPECS -....s
SHEETS 2.3 -I-- I -- 1 ATHRU A;LS 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
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS.... t t
SHEETS 2.3
-- PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X4 X.375 "T" MULL SPECS........ 11
III
VE IT. �- / x"1 1 I - / OPE 4ING 1.25 X 3.186 X.265 MULL SPECS ... 12
Ml LL HFORT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.61.25 X 20 MULL SPECS..... 14
LEN3TH ` HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS..... 15
SEE DETAIL E. MILL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 2 X 4 X.26 MULL SPECS, ............... 16
1
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS... ............. 17
SHEET AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 126 X 2.11 X.125 MULL SPECS.... 18
REACTIONS. 30" X 3,25 BAY MULL SPECS......... 19
45" X 3.25 BAY MULL SPECS......... 20
MULLION &CLIP DIMENSIONS...... 21.23
�\ FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 1 & 2___ .............. __ ... 24
PRODUCTS MAY LOADING EXAMPLES ...................... 25
'-BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
_ MUST BE
/ MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH
111:11 BY PGT. PGT -APPROVER FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
//SEE DETAILS
HORIZONTAL , ` A-D,G.H; 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH HORIZONTAL
MULL -
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
LENGTH I
OPENING MULL
HEIGHT LENGTH
SINGLE MULLION
F -OPENING WIDTH -1
N
SINGLE MULLION
SEE CORRESPONDING DETAILS
`._ FROM FIGURE 1 ABOVE.
STANDARDS USED
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
•AISI-S10O.07/S2-2010
MULTIPLE MULLIONS
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD,
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH,
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL".
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT'), 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 IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY fLBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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
ANCHOWSUBSTRATEIANCHOR-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') 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/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS/FT') 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.
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02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
•AISI-S10O.07/S2-2010
MULTIPLE MULLIONS
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD,
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH,
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL".
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT'), 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 IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY fLBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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
ANCHOWSUBSTRATEIANCHOR-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') 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/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS/FT') 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 lite Florida
Building Code
Acceplancc No 1
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By
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No. 58705
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DETAIL A: DETAIL B:
MULLION TO 2X WOOD BUCK ,MULLION MULLION ATTACHED TO 1X
OR WOOD FRAMING WOOD BUCK AND MASONRY
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN)
I � MULLION
I n
p . I SEE SHEETS {/o�
EITHER—THE a I 21-23 FOR HOLE e� d
STANDARD OR /'a- - n 1 LOCATIONS
OFFSET MULL a 1' EDGE o °
CLIP MAYBE I ° DISTANCE
INSTALLED BY OR WOOD
THIS METHOD. 4 ° SCREWS \
a ° \ L.250" MAX FOR
a \ ALL MULLIONS p
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THE OFFSET CLIP IS ANCHORS
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RECOMMENDED FOR
EXTERIOR \ p MED
FIN -FRA
a\\ WINDOWS, BUT MAY
MED
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP, ANCHOR
4.PERSUBSTRATE,
PER SUBSTRATE,
SEE TABLES 1B•188
S 1B -16B _EDGEtEND
DISTANCE
SEE TABLES
EMBftlMENT/ BUCKSTRIPS 18468
AND
JATT CHMENT
a BY OTHERS,
• ••, SEE NOTE 1,
• °• SHEET I.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
EMBED ENT
I
BUCKSTRIP TYP. ANCHOR
AND PER SUBSTRATE,
ATTACHMENT SEE SEE TABLES 18•16B
BY OTHERS,
SEE NOTE 1,
SHEET I.�"—�••�r:,
I I
MIN 2.7 KSI �
b i � ""• EDGE
CONCRETE OR CMUYDISTANCE
I,
4 SEE SEE TABLES
i EDGE DISTANCE 1BA6B
° — FOR MASONRY
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EITHER THJB
° STANDARD OFFSETMUCLIPMAYINSTALLED THIS METH
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TYP. ANCHOR
PERSUBSTRATE,
SEE TABLES iB-16B
BUCKSTRIP
- AND
I.ATTEACHIENT]
Y OTHERS,
± • ENOTE 1, {
SHEET 1. J
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
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Acceptance No �' •a`3,+!
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DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CLIP MAY BE
INSTALLED BY
THIS METHOD.
EXTERIOR °a
(/ EDGE DISTANCE
FOR MASONRY
ANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES IB -13B
n
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
PAI
I TYP, ANCHOR
PER SUBSTRATE,
SEE TABLES t6-136
EOR DISTANCE
I � —FOR MASOMASONRY
" ANCHORS
1
i e
' THE OFFSET CLIP IS
,y RECOMMENDED FOR
FIN -FRAMED
c WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
d
Q a
) TYP. ANCHOR
PER BUCANDRIP SEE TAB ES1BE3B
ATTACHMENT
BY OTHERS, ,
SEE NOTE 1, a
SHEET 1.
- _ _ ' • EDGE
;_�_ DISTANCE
SEE TABLES
MIN 2.7 KSI CONCRETE OR CMU 113-13B
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
-I --.125" MIN.
mss. a
VARIES
TOP VIEW
DETAIL E:
MULLION TO MULLION
INTERSECTION
(U -CLIP)
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.
/-MULLION
VARIES-� -+
#12STEELSCREWS,
/ -SELF-DRILLING OR PRE -DRILL
MULLION AND USE SMS
^` \ /-MULLION
i/INTERSECTION
U -CLIP L2
EXTERIOR
�•..� SEE SHEETS 21-23 FOR
HOLE LOCATIONS
FRONT VIEW EDGE I N) n 0 NK) I
DISTANCE
SEE TABLES "l
1B-136
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
MULLION
FOR STEEL STUDS THINNER THAN
16 GA AND COMPLIANT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS,
USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
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SEE TABLES
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SIDE VIEW
PRODUCT REVISED
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Building Code
Accepimice No IG -C L$•b'3
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PRODUCT REVISED
as complying with the Florida
Building Code
Accepimice No IG -C L$•b'3
ExpiTati Date
Itvli ' Deda ct
1 t4lter
��`t.•'V\oCN SC ''•�'�
ffj
S1, col
/A-8t�i7 lY_
%t ��'' •.,fitCRtO ICJ
k..'L'YNNI4LEA P.E.
FL P.E.# 58705
nrTAN r --
FIELD -MODIFIED MULLION CLIP
(F -CLIP)
SEE DETAILS A-E,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
-MODIFIED TO FIT FIELD
CONDITIONS.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR V��>w//
O j I
® I
EDGE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F:
SIDE VIEW
SHOWN WITH 1"X4"X.125'
MULLION
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -14B
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•• X 2.11" X.125" MULLION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
MULLION
O
I
I
I �
j
TYP. ANCHOR
I
I �
O
O
SEE TABLES 113-14B
O
OI
SIDE VIEW
SHOWN WITH 1"X4"X.125'
MULLION
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B -14B
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•• X 2.11" X.125" MULLION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
MULLION
O
I
I
I �
j
TYP. ANCHOR
I
I �
APER SUBSTRATE,
/
I
SEE TABLES 113-14B
j
I I I
I I
I
I I I
I I I I I I
2) SEE TABLES 1B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
I I
I I I
I b
I I
\ b
L2
EXTERIOR
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
2"X5"X.125'
ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
— EDGE
DISTANCE
PER
O
L
a
aiTn Wnnn
I
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
30° OR 45°
BAY MULL
0
mW_/M
TOP VIEW
1"
I
I
I �
I
I
TYP. ANCHOR
/�PER SUBSTRATE,
I ../ SEE TABLES 1580R 16B
I
I i EXTERIOR
I
2'X 5" ANGLE CLIP,
' 2 PER MULLION END, MUST BE
I
I I INSTALLED INSIDE OF BAY MULL.
O
I
I
O
NOTES FOR INSTALLATION OPTION G & H:.
P
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.
^RCAUCT REVISED
as complying with The Florida
Budding Code
Acceptance No 16-02-18'_F>3
Expiration Date Z)
By
Miami do Product
�\GENSiz
i
;C
)T 17E
FL P. 58705
TABLE 1A ®� n
Mullion Caoacitv Table 111caRtYl o
Opening Width (for veriicaliy-spannirg mullions) or Opening He ght (for horizonially-sparring nvAons)
50 in 601n 70 in 801n 901n 1001n 1201n 1491n 1601n $'Lnn O
Rectan lar Tre an . RecIan lar Tra /Tdan . Recten lar Tre Tden . Reetan ter Tre 71Ne Reeten ular Tr
Ba PITd g 9u P 8 gu W g gu p rg. g aptTdang. Rectangular Trepfi'neng. Rectangular TraplTdang�Rectangular Treptrdazlg. Rectangular Trep?dang. ¢ 0
1x2x.12b Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading o}
Alum. Tube & z F & 4* p F
a
F & LL
Mullion g � ^ 2 ^ � ^ � ^ 8 ^ 8 8 ^ A ^ a 811 L0
8� 8 a� � �� s � a� a a� � s� c aha �� � s� a rs�14
�$ �p $ €$ $
�reLo Q 'L G a S' G •L G G rYg� __flo
= w
o W
2 SzO
h
42 in 111.9 408 129.5 332 93.2 408 515,5 325 79.9 408 107.8 321 69.9 406 104.4 319 62.1 400 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 1040 319 - W
_I W
{
48 In 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 246 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 26.8 J12 81.0 244 23.4 312 81.0 244 _ Z
50.625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 1220 31.9 281 49.3 219 26.6 gal 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219` 2 B (/)r I 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.0 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 210 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 ( O - O
J' 60 In 38.4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.5 183 24.4 200 28.9 160 21.3 200 27.1 159 192c
200 25.9 157 16.0 200 25.0 156 )-.
In
63 in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 All
f
66 In 28.8 165 30.8 142 24.0 185 28.1 138 20.6 165 23.1 138 18.0 185 21.0 13d I]`
Z tl?
7210 22.2 139 23.3 120 58.5 139 19.9 118 15.9 139 17.5 11 .6 - - 1 - - - - `L W W
761n 18.9 125 19.7 109 15.7 126 18.8 107 1 U) Z
781n 17.5 118 16.2 104 - - - - - - - _ I _ - - - - - - - - r• _ :z
TABLE 1B ZQ 2 z N o
_ _ _ _ _ _ _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA: I- w a O p
i Anchor Comity Table Phial k,
ANCHOR CAP.,„a,,,t U) � N
Substrate 2.7k Concrete 3.511 Cone. Hollow CMU Filled CMU PT Wood Metal (DP } X } --ANCHOR CAP."Eo
MULLION CAP.,, „
5718" Ella 1!4" 5S Eko 5118' Hco 1!4' SS Eke #70 Steal q12 Steel q12 Steel " W Y Y
Anchor Type 3118" Elco Uhmcon 1/4' Eke Ugracm 3ti8" Eko UiUacon 114` Eras UBracon X
Anchor Clip Patterns � uuracon AgpreGetor ulirecon AggreGatar screw (c5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR � N � �
Edge Distance (in). 1^ 2-1r2" r 2-112" 3.118" 1• 2-1n• 1" 2-tn" 2` 3-1/6• 2' 0.48` 0.54• 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN U Q
4 Embedment (in): 1-314• i-314" 1.314• 1.374' T t-114• 1-114" 1.114• 1.114" 1.114" 1.114• 2" late• 1-378• %edea ACTUAL PRESSURE REQUIREMENT FOR THE X Z O O
2 Anchors @ 4.75' Mfm O.C. 1 Standard or Offset Cup IF" 39016s 390Its -1 456lbs _7690 lbs 18441bs 270165 2801bs 3541bs 7401.55 37415 664 Has -946m ___M1 1bs 4421w 566 ms OPENING, WHEN IT IS LOWER THAN THE MULLION as (0 (/)
1 4 Anchom @ 1.15` Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 Ins 700 lbs I WA WA WA WA 38016-6 WA WA WA WA WA 68216s 885 It's 1120165 CAPACITY (FROM THE TABLE) OF THE SELECTED eL a m0 vO
i 4Anchors @3'MnO.G.7(2)2x5AngeClips f{Fg.3):780@5 780 ft l 6801bs 1560 lbs 1896 lbs 540 lbs 5601bS WA 760 lbs 7481.55 ago lbs 189210.5 6e21bs 8a51bs 1120 lbs 1 MULLION. IT WILL YIELD A MINIMUM ANCHOR
g_b �m�
1 2 Anchors ® 0.45' Min, O.C. / U Clip, into .125" Alum. IN, 4). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 Its;1 CAPACITY WHICH MAYBE USED TO QUALIFY
i 1 Anchor! F-Cap(Fig- 5t 1951bs 195 lbs I 2251.55 I 445 We 822 lbs 135 lbs 140 lbs 177 The 3701.55 107 lbs 3321bs 473 lbs 1701bs 221 lbs 280165 1 ADDITIONAL ANCHOR OPTIONS FROM THE
1 2 Anohors 1.15" Min. O.CJ F -gip (Fig. 6): 2401n$ I 350 lbs I NIA I WA NIA WA 190 b WA WA } WA WA WA 341 lM 442 Its 56o lbs I 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:
• • • i • I PRODUCT REVISED
• 4 . 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Floritb
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---� 1.000" j- - Building Code I
_ Acceptance No 'O g"
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Exheti Date
FIGURE 3: By
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. Munni a Product
{ • • (� I I • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,0)0"
I I FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • " "' '
ANGLE CLIP MUST BE USED IN PAIRS.4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 125"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED -- ; �� tsNSE
FIGURE 4: FIGURE 5: FIGURE 6: `� O
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045"THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
-T5 AND BEA MINIMUM OFA f
• I l • ( (( 11 • • ( M MATERIAL. T. # 0 6 #1AND 2 ANCHOR36, ALL S NOWOOD MAYBE SRS INTO METAL ALL EXTEND 1AT S S
LEAS SCREW THREADS BEYOND 1"X 2" X .125" MULLION = -�No. 5fl705
THE i ^
;�. 7Tv
os zW
A. LYNN�4�4�ER, E.
FL P.E.# 68705
TABLE 2A® to nlq
Mullion Capacity Table (lbsift2) ` ' "t
Opening Width (for verticafly-spannin mullions) or Opening Height (for horizontally-spamlrgmullions) c!
50
SO In 60 to701n 80 in 901n 100 In 120 in 140 In 160 in O
Rectangular - Trap'i'darg Reetar�gutar Tra{YTdang Reetengutar TrapiTriarg, Rectan(u)ar TraptTda� Rectargr(iar TrapiTriarg, Rectangular TrapTdarg Rectangular TraiYTrtang
Rectangular TrapRriang, ReetarguEar Traptrdan0 0 F:
1 X 2 7[.376 Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lending I Loading Loading n � 2 U
Alum.Tube _ _ _ x _ _ i<
Mullion ars a a $ to
isfiis
g& m
d3 dd f d _ E dads adu E��d&� dd f a'� &� da f d dam` f dd dad Zco� w
42 h7 170.0 620 1700 435 151.3 662 170.0 478 129.7 662 170,0 606 113.5 662 169.5 518 100.9 662 168.9 517 9D.8 662 16&9 517 75.7 662 168.9 517 64.9 652 168.9 517 58.7 662 168.9 517 0 W
481n 121.6 507 136.0 419 101.4 507 119.2 410 68.9 507 108.7 403 78.0 507 102.6 399 67.6 507 99.6 397 60.8 607 99.0 396 507 507 99.0 396 43.4 507 99.0 396 38.0 507 090 396 J W
I60626In 103.7 456 114.6 379 85.4 450 99.9 371 741 456 90.5 364 64.6 456 84.6 360 57.6 456 813 357 61.8 456 80.0 356 43.2 456 80.0 366 37.0 456 80.0356 324 456 80.0 356 U)
' 54 in 854 400 93.3 336 71,2 400 80.9 328 61.0 400 727 322 53,4 40D 67.3 318 47.5 400 64.0 $16 427 400 62.3 314 35.6 400 61,8 313 30.5 400 61.8 313 26.7 40D 61.8 313 WO
-
m o
601n S2.3 324 66.9 276 519 324 57,5 270 44.5 324 51.2 264 309 324 469 260 34.6 324 43.9 257 311 324 420 255 26.0 324 40.5 253 22.2 324 40.5 263 19.5 324 40.5 253 Ce) (,/)
631n 53.8 294 $7.4 252 44.8 294 49,2 246 38.4 294 43.6 241 33.8 294 39.8 237 29,9 294 37.1 234 26.9 294 35.2 232 22.4 204 33,5 230 19.2 294 33.4 230 18.8 294 33.4 230 � J
J
6610 48.8 268 49.6 230 39.0 280 42.4 225 334 268 37.5 221 29.2 286 34.5 218 26.0 288 31.6 215 23.4 268 29.8 212 19 S 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 z (f) d m
f 72 b1 360 225 37.9 196 300 226 322 191 25.7 225 28.4 188 22.5 225 266 185 20.0 225 23.6 182 18.0 225 22.1 180 15.0 1225 203 177 12.9 225 19.6 176 11,3 225 19.6 176 z 02�
76 in 30.8 202 32.0 177 25.5 202 27,2 173 21.9 202 23.9 LU T
170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 184 163 12.8 202 16.7 160 10.9 202 15 9 158 9 6 202 15.8 158 ' Uzi
JB In 28.3 192 28.8 188 23,6 182 25.1 165 202 582 220 162 17.7 192 19.7 159 15.7 192 18.1 157, 14.2 192 16.8 155 11.8 192 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150Q J { r
901n 18.5 144 19.0 128 15.4 144 16.1 128 I F-' N
Z 1 O
96 In 15.2 127 15.6 113
Z
NNN Q � �
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: U) c j `
Anchor Capacity Table llbs) ANCHOR CAP. �E LU X
I
Substrate. 2 7k COncmie 3.5k Cone. Hollow CMU Filled Chiu PT Wood Mete[ (DP ) X ( ANCHOR CAP. Y Y
`MULLION CAP.,.,. ' N � U)
5176" Elw 114" SS Elco 916' Eko 1!4' SS Elco q10 Steel q12 Steel qf2 Steel H
Anchor Type: 3156„ Elm UBmcon 1t4" Eko Ugrecon 3ti6' Eiw Uttnacon 1t4° Eica Uttmcon L.i x Q �:
Anchor Clip Patterns Udmcon Agpmceta uivaeon AggreOatar Screw (G5) Screw (G5) Screw (C5) USE THIS FORMULA TO OBTAIN THE "ANCHOR d 0
(
Edge Distame on), 1" 2-112' 1" 21T 34/8' 1" 2-12" 1" 2.172' 2" 3.181 2• 0.40" 0.54" 0.324° CAPACITY REQUIRED" CORRESPONDING TO AN d E ZW (1)
Embedment (In). 1-3'4• 1-314' 1.314" 1-314' 2" 5_114° 1-14" 1.114" 1-114" 1.114° 1-114" 2" 1.318" 178" fades ACTUAL PRESSURE REQUIREMENT FOR THE � o mo
( 2Arkhors@4.75"Min.O.C./StandardorOaset-p)p(Flg.t): 396lbs 390tbs 45ofbs 8g0lbs 1644 be 2701bs 280 lbs 354)bs 740tbs 374Ibs 664Ias 946Ivs 341 lbs 4421bs 560 Ins OPENING, WHEN IT IS LOWER THAN THE MULLION d-
4 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (Fig, 2): 480 lbs 700 lbs NIA WA N/A WA 380 lbs WA NIA WA NTA WA 682 Fos 885 IN; 1120 IN; CAPACITY (FROM THE TABLE) OF THE SELECTED
( 4Andars@3"Min. 0,C. 1(2) 2x5 Angle Clips I(Fig-3): 78D ft 7801bs SW flus 1560lbs 18W fibs 540 IN; 560 lbs WA 760 lbs 740 lbs 881) It's 1892 lbs 682 lbs 885 lips 11201bs MULLION. IT WILL YIELD A MINIMUM ANCHOR
I 2 Anchors @ 0,45" Min. O.C, I ULiip, Into ,125" Alum. (Fig. 4) WA WA WA WA NIA WA WA NIA NIA WA NIA WA WA NIA 715 me CAPACITY WHICH MAY BE USED TO QUALIFY
I I Anchor 7 F -gip (Fig. 5) 195 Res 195 lbs 22-5 ft 445 lbs 822 lbs 135 Res 140 lbs 177 lbs 370 p Is? We 332 lbs 4731bs 170 IN; 221 IN 280 Iles ADDITIONAL ANCHOR OPTIONS FROM THE
I 2 Anchors tili 1.15" Min QC.I F-ClI ig 6): 240 lbs 3W Ibs WA WA NTA WA 190 lbs NIA NIA I WA WA WA 341 lbs 4421bs 560 IN; 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:
OHMUCT RBVISBD
+ {
Complying with tho Florae
(•
'
4 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
--j 1.000" �-' -
fl
Buitd'utg Code
Acceplance Nod '021 • p�j
F",xpimiion Date j
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
By
FIGURE 3:
Miami Product
(
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.
• I
2.000.
t.YNhl
III
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
l
\ ��,t dpi"( 4,I��
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
.375"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
T
;` -Tc .' •. -,`; `:
No.
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
I
52370.`i .-
,125"
STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
THICKAND HALLEXTE3LEAS$CREW THREADS BEYOND
ANCHORS
X 2X.375" MULLION
,
`
•THICK.
THE MATER0 & #2
INTO WOOD MAYBE S.S.S. S.S..S.
-
J
A. LYNN MILDER, P.E.
FL P.E.# 58705
TABLE 3A
Mullion Capacity Table (lbalftz)
Opening Width (for vertically-spanrlrr mullions) or Opening Height (for horizontally -spanning mullions)
501n 601n 701n 801n 90 in 1001n 1201n 140 in 160 in
1 X 2.75 X Rectenpular Trep77derip. Rectangular Trap'Tlang' Rectangular Trep/Tdarg. Reotangulor Trap+Tdang. Rectangular TraptTdeng. Rectangular Trap7Tdang. Rectangular lraptTdong. Rectangular TmpfMang. Rectangular Trap7Tdong.
.375 Alum,
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Tube 6' -f f ,. -f -f'.. •' '�, .. ru .' . ry _ �f .F '..
MuiOan_� C3 �
&�c
rs =g ';g5i g� s� b 3oY OF
�a'c $d drc dt f aa4 rid 'f v. dr E drc g Cd �' Q d` g dR' d` ¢` i drc a`rc <
421, 170.0 620 170.0 435 170,0 744 170.0 478 170.0 668 170.0 506 170.0 992 170_0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 1148.7 5301 170.0 521 127.5 1305 170.0 521 111.5 1301 170.0 521
48 in 170.0 708 170.0 524 170A 850 170.0 564 170.0 992 170.0 630 170.0 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 170.0 747 170.0 563 170.0 896 170.0 631 167.81 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 11032 170.0 756 83.9 1032 170,0 756 73.4 1032 170.0 756
54 In 170.0 797 170.0 612 161.3 007 170.0 691 138.2 907 164.7 730 120,9 907 162.5 720 107.5 907 146.0 714 Wit 907 14lA 710 80.6) 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709
60 in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 118.0 699 88.2 735 106.2 590 78.4 735 99.6 683 70.5 735 95.1 578 584 1 735 91.6 574 60.4 735 91.8 574 44.1 735 91.8 574
631n 121.9 866 130,0 570 101.6 666 111.5 557 67.0 666 98.9 547 76.2 666 90.1 638 67.7 666 83.9 531 60.9 666 79.8 I 526 50,8 666 76.8 621 43.5 666 75.6 521 38.1 666 75.6 521
66 in 106.0 607 112.4 522 88.3 607 96A 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 466 63.0 607 67.6 1481 44.2 807 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474
72 in 81.6 510 854 443 68.0 510 73.0 434( 58.3 510 64.3 426 51.0 510 67.9 419 45.4 510 53.3 413 40.8 510 50.0 406 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399
761n 69.4 458 72.5 400 57.0 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 1368 28.9 1458 37.7 362 24.8 458 36.0 1369 21.7 468 35.7 358
78 in 64.2 436 674 361 53.6 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.6 435 34.4 344 22.9 435 32.6 341 20.1 , 435 32.2 340
90 81 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 1 327 21.0 262 144 327 19.3 268
961n 34.4 287 35.4 257 28.7 287 29.0 252 24.6 287 26.0 248 21,5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 1237 w 14.4 1287 16,9 232
108 1n 24.2 227 24.7 205 20,2 227 20.8 201 17.3 227 184 198 15.1227 16.0 195
' tui in 22.3 215 223 194 18.6 215 19.1 191 15.9 215 16.6 188
120 in 17.6 184 17.9 167
TABLE 3B
f1RO 0UCTRBVISED
as complying with The Fib"
BuildingCode rp"0 248 m
Acceptance No
Expimlims Date����0 )
Mi 1t de Product Contrei
R.
No. C67lib
F 11
a �1!!y�Ijy�jjr�,t ER; P.E.
FL P:E.# 58745
to
N
ANCHOR CAPACITY ADJUSTMENT FORMULA:
I
Anchor
I Substrate,
2.7k Concrete
/ANCHOR CAP
3.5k Conc Hollow CMU Filled CMU PT Wood Metol (DP ) X \ "," ) =ANCHOR CAP.,,,
( Anchor Type
3 16 Elco Uliracon
4'Eko Unracon
5118" 8100114'
318' Eico UlVacon 1/4' Eko Uuracon
SS Elco 5/16" Elco 1/4' SS Eko #10 Steel #12 Steel 412 Steel MULLION CAP.,,,,,,,.
Anchor Clip Patterns
�
Ultracon
AggreGetor Ultmcon AggreGator Screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
1
Edge Distance (;n):
1'
2-1@"
P I 2-1/2'
3418' f" I 2-1/2' 1' ( 2-1/2'
r 3-1/8" 2" 0.48' 4.541° 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN
Embedment (in).
1-3/4'
1-314"
1-314' , 1-314'
2" IAA I 1.1/4" 1-114" L1-114'
-
, bi/4" 1.1/4' 2' 1.318' 1-38" varies ACTUAL PRESSURE REQUIREMENT FOR THE
J -Sat
( 2Anchors 444.75'Min. O.C. I Standard or Offset Cup(Fig. 1-
390 Sts
390 los
45oibs ego ks 1644 Ws 27o Its j 280113 36a tba-j 74 b'l
s7a lbs 664113 Sao �.s �s 4428is 560 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION
1 4 Anchors ® 1.15" MIn. O.C, / Standard (or Offset) Clip (Fig. 2).
480 lbs
700 lbs
WA ; WA WA WA
380113 WA WA
1 WA WA WA 68216* 811 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
( 4 Anchors Q r Min. O.C.1(2) 2x5 Angle Cups / (Fig. 3}:
780los
780 Ws
680 ba 1 1560Ibs 1896 lbs 540 Hos
560 lbs WA 760 MI)j
746lbs ago lbs 1892 Ibs 852 los 885 lbs 1120 the MULLION. IT WILL YIELD A MINIMUM ANCHOR
1 2 Anchors @ 0.45" Min. O.C. I U -Clip, Into .125" Alum. (Fig. 4).
WA
' WA
N/A WA WA WA
WA WA WA
WA WA WA WA NIA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
( 1 Anchor/ F -Clip (Fig. 5}:
195 the
) 195163
225 los 445los 822 lbs 135lbs
140 lbs 1771bs 1 370 the 1 167163 332 lbs 473 lbs 170 los 221 )bs 280 Ills ADDITIONAL ANCHOR OPTIONS FROM THE
i 2 Anchors ® 1.15" Min. O.0 l F-Cllp (Fig. a:I
240 Ins I 350 lbs
WA I WA WA NIA
190 lbs WA I WA I WA N/A 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. t"�1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
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FIGURE 1: FIGURE
2:
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TABLE NOTES:
mo
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- 1.000"
SHSHEET FOR INSTRUCTIONS ON USING THE AND SHEET 25 FOR INFORMATION ON LOADING.
SEE EETS 2 - 4 FOR
4 FRG NERAL INSTALLATION METHODS WE
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. %
FIGURE 3:
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR SEE SHEETS 2.7 70"
• •
I (
1
•
DIM3)
HOLES BE DRILLED THE FIELDAPPRFOLLOWINGENSIONAL SCT HOWN ON SHEETS 21ONS,
123.
(
I
FIGURES SHOW SUGGESTED, HOLD LOCATIONS.O
ANGLE CLIP MUST BE USED IN
PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
FIGURE 4: FIGURE 5: FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED .375"
4{
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125"
11
i
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO
M*I
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LEAST.125" THCK D A36. ALLL SHSCREW THREADS BEYOND1" X 2.75'X.375" MULLION
WOOD A LLE XNTTE D A LEASR
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THE ERIALI #10 & ANCHORS WOOD MAY S 410 S3
f1RO 0UCTRBVISED
as complying with The Fib"
BuildingCode rp"0 248 m
Acceptance No
Expimlims Date����0 )
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No. C67lib
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Acceptance No
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No. C67lib
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Mullion Capacity Table (IbsMe)
Opening Width (for vertically-spemirg mtllions) or Opening Height (for hodwitar*spamirg millions)
50 in to In 71' in 80 in 90 in 1001n 120 in 1401n 160 in
1 x 2.76 X Rectangular Trap/Tdaeg. Rectangular 7repTriang. 'Rectangular Trapadeng. Rectangatar Trap?rlang, Rectangular Trapirdeng.rectangular Trop7Tdang. Rectangular TrgYTriong. Rectangular Trap/Tdang, Rectangular TroptTdang.
S80 Alum.
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadinga
Tube _ i" k_ k aa _ x F a_ a p_ a a_ ? a p
u u u v 'v u u v iS u u u u u u a'.. u o u u a
2.1 Mullion _ 0 0 0 0 0 o e 0 O 0 0 0 o a 0 0 9 0 0 • 0 0„ 0 0
It . c yy�� ��^^ a e '•` Is L e S E e g e {� �y 'd L e '•' e e g L
L,4T''S i'� z e S t3 9 c o :G .cam a� t _ .cam
2c cid ¢K � � rc dra • ice ` ='a' + �
�cQ`A c +� K
42 in 170.0 020 170.0 435 170.0 744 170,0 478 170.0 868 170.0 500 Vito 992 170.0 510 170.0 lite 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 158.7 1620 170.0 521 1138.8 1820 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 1170.0 1417 170.0 680 141.7 1417 HOA 660 121.5) 1417 170.0 680 106.3 1417 170.0 680
50.625 In 170.0 747 170.0 563 170,0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170,0 747 146.3 1286 170.0 756 121.9 1286 170.0 758 104.5 11286 170.0 756 91A 1286 170.0 756
541n 170.0 797 170.0 612 170,0 956 170.0 691 170.0 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 11130 170.0 861 75.3 1130 170.0 661
60 in 170.0 685 170.0 701 148,5 915 162.3 701 125.5 915 144,5 748 109.9 915 132.3 735 97.6 915 123.9 728 87.0 916 118.5 720 73.2 916 114.4 716 62A 915 114.4 715 _ 54.9 915 114.4 715
63 in t5L8 839 181.9 710 128.5 830 138.9 694 106.5 830 123.2 681 94.9 ON 112.2 670 84.4 830 104.6 662 75.9 030 99.4 656 63.3 830 94.5 1649 64.2 1830 94.1 640 47.4 830 94.1 649
r
t"y 661n 132.1 757 140.0 850 110.0 757 119.8 636 0457 105.9 624 82.6 767 96.1 614 73.4 757 89,1 806 WO 757 94.2 600 55.0 767 79,0 1593 47.2 757 78.2 591 41.3 757 78.2 591
J 721n 101.7 636 106.8 552 84.8 638 91.0 540 72.7 638J 80.1 530 63.6 838 72.2 521 56.5 636 66.5 514 50.9 638 62.3 508 - 42.4 636 57.2 NO 38,3 836 55.3 497 ; 31.8 836 55,2 497
761n 66.5 671 90.4 498 72A 571 78.8 488 B7.r'571 67.4 479 54.1 571 60.6 471 48.0 571 55.6 464 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446
781n 80.0 542 83.4 474 66.7 542 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 1429 28.6 1542 40.6 425 25.0 542 40.1 423
901n 52,1 407 53.7 361 43A 407 45.4 355 372 407 30.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319
96 In 42.9 358 44.1 320 35,8 358 37.2 314 30.7 358 32.4 309 28.8 368 28.8 304 23.8 358 26A 300 21.5 358 24.0 296 ITO 358 21.0 289 15.3 358 19.2 284
1081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 Wit 283 19.9 244 16.7 283 18.0 240 M 16.1 283 16.5 237
Ili In 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 16.3 231 15.4 267 16.6 228 i
' 1201n 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA:
I Anchor Capacity Table (Iba)
4"
Su6sfrate:
2.7k Concrete
3.5k Cane- Hollow CMU Filled t;W1U PT Wood
ANCHOR CAP.,.,,,�,E
Metal j (DP.) X ( � =ANCHOR CAP.,,
CV
Anchor Type:
3/16' Elco Ultrecon tl1" Eke Ullraeon
5116" Elco 1/4.8S Elco 5/16" Elco 114" SS Elco 810 Steel
3/18" Elco UlVacon 1/4'Elco Ullracon
012 Steel
412 Steel
MULLION CAP.,.,,
I
Anchor Clip Patterns
Z
Ultracan Agg/eGator Uttracon AggreClalor Screw (G5)
Screw (G5)
Screw {Gs}
USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance Ian):
t"
alrz^ 1•
2,1/2•
3-18" 1" 2-112" r 2-1n" 2" 3 -us" 2" 0.48• 054^
I
0.324^ CAPACITY REQUIRED" CORRESPONDING TO AN
I
Embedment {m):
F 2 Anchorsrs @ A.75' tAin. O.C. I Standard or Ofset Clip (Fig U.
1-314"
ago Ibs
1-&4" 1-314"
3901bs 45o Ibs
t-aro•
6901bs
2" t-114" 1-174" 1-714° , 1.1/4' 1.114" 1-114" 2" 1-31(r 1.3/8"
�8441x 2701bs 2801ba 354 lbs 7401bs 37A Ibs R841Ds B461Dn - 341 Ibs 4421be
lades ACTUAL PRESSURE REQUIREMENT FOR THE
5801bs OPENING, WHEN IT IS LOWER THAN THE MULLION
f 4 Arlarwrs t� 1. 15' Min. O.C. r sle d {or oriel} cap (FIp.2}:
480 ws
700 ws WA
WA
WA WA 380 the WA WA WA N/A NIA 8821bs
(8851D3?�
t1201Ds CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Anchors @ 3" Min. O.0 / (2) 2x5 Angle Clips /(Fig. 3):
760 lbs
780 lbs WI We
1110lbs
1696ft 141 lbs 560 to$ WA
I 760 lbs 748 lbs 880 lbs 18921Ds 682 lbs
6851bs5
1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR
2 Anchors 480.45"Min.O.G.tU-01p, into .125'Alum.(Ftg. 4).
WA
WA WA
WA
WA WA WA WA +
WA WA WA WA WA
N/A
715 to$ CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor / F -Clip (Fig, 5):
1951bs I
195 Ins 225 lbs
I 445 lbs
822 lbs 135 Ibs 1401ba 177 lbs
3701bs 1071ha 3321bs 4731Ds 17O Ibs
221 Ibs
2801bs I ADDITIONAL ANCHOR OPTIONS FROM THE
I
( 2Anchors Q 1.15• MVS, O.CI F -Clip (Fig. ft
240 ft {
350 Its WA
( WA
WA WA 190 too WA
WA WA N/A WA 3411bs i 442 this
5601bs I 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,
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40
FIGURE 1: FIGURE 2:
TABLE NOTES:
F
m
6 K
•)
•I
x1.000.
I'
II
44
I•
II
II
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.7 30"
(I
I I
I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
"
.650,
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED
L
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" --
THICK. STEEL STUDS TOBE A MINIMUM GRADE 33 AND.045"THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
I
I
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I I
•
METALEXTENDAT1"
CREW THREADS BEYOND X 2.75"X.650" MULLION
LEAST410
4I
+
I
THE MATERIAL. #10 8, 2
#1ANCHORS INTO WOOD MAY BE STEEL, 18-8 .S.
4"
PRODUCT REVISED
as complying with the FlOrida
Building Code %6.gD2 &.C>-3
Acceptance No
Expiration Date IZ.C1(
By, W
Miam da r�T#
Lvnrn /
STiL OF : 4u
/tit 111 Yt,\
A. LYNN MILLER, P.E.
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PRODUCT REVISED
as complying with the FlOrida
Building Code %6.gD2 &.C>-3
Acceptance No
Expiration Date IZ.C1(
By, W
Miam da r�T#
Lvnrn /
STiL OF : 4u
/tit 111 Yt,\
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 5A
Mullion Capacity Table (ibse) ;
Opening Width (for vertically-spenning millions) or Opening Haight (for horizonta*spanni g millions) {)
SO In 60 in 70 in 80 in _ _ _ _ 00 in 100 in 120 In ' 1401n 1601n
Rectangular Trep/Tnarrg. Recianquier TreplTdang. 'Rectangular Trap/'(darq, Reclenguiar Trsp/Tdang. Rectanguie TrepRdelg. Reclerign4ar TrapJTrieng. Rectan8utar Trapriderlg. Rectangular TrapfTdang. Rectangular TrapfMong.
1" x 3.125" x Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading
.500" Alum r p p y n F a_ Al a a ? x F 9 Al p 5g �Cbbby
?zWvA UcUU U 07ubaMull C is
is U E b 4 U 4c tKc$_ .1UUUac
�9K@
�
1
-421n- 170.0 6211 170.0 435 170.0 7d4 170.0 478 170.0 868 770.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 470.0 1240 170.0 521 170.. 148(1 170.0' 521 170.0 1735 170.0 521 154,4 1602 170.0 521
48 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 081 170.0, 1275 170.0 677 '170.0 1417 170.0 880 157.7) 1577 770.0) 8$9 135.1 1577 570.0 080 '118.2 1577 779.0 880
50.625 In 170.0 747 170.0 563 170.D 896 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 170.011345 170.0 747 170.0 1494 170.0 756 141.711495 170.01 756 121.511495 170.0 756 1106,3 1495 170.0 756
1 54 In 170.0 797 Woo 612 170.0 958 170.0 69t 170.0 1116 170,0 754 170.0 1275 170.0 803 166,1 1401 170.0 837 149.5 Wit 170.0 656 124,811401 170.01 861 105.6 1401 170.0 801 193.4 Moil 170.0 861
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1158,5 1156 170.0 878 138.7 1155 167.0 928 123.3 1156 156.6 917 111.0 1156 149.7 910 - 92.5 1158 144.5 903 79.3 , 1156 144.5 903 89.4 1158 144.5 903
t 1 631n 170.0 930 170.0 745 159.8 1049 170.0 050 137.0 1049 155,5 880 119.6 1049 141.7 646 108.51 1049 132.01 836 95.9 1049 125.5 828 79.9 1048 119.3 820 08.5 1 1049 118,9 819 59.9 1 1049 118.91 619
�1 881n 168.8 955 770.0 789 139.0 955 151.3 804 118.1 955 133.7 768 104.2 055 121.41 775 92.0 955 112.61 765 63.4 955 106.4 757 69.5 955 09.8 749 ( 59.6 1 955 98.7 746 52.1 955 1 98.7 1 746
72 In 128.5 803 134.9 697 107.0 803 114.9 662 91.8 $03 101,1 670 80.3 803 91.2 659 71.d 803 83.9 1 649 64.2 603 78.6 642 53.6 803 72.2 632 45.9 ( 803 69.8 628 40.1 $03 1 69.7 1 627
1I 76 in 109.2 721 114.7 029 91.0 721 9L0 816 78.0 721 65.1 605 08.3 721 78.5 595 60.7 1 721 70,1 1586 $4.6 721 65.4 579 45,5 721 59.4 509 39.0 721 56.6 1 564 34.1 1 721 1 50.1 563
1 781n 101.0 684 105.4 599 84.2 684 80.4 587 72.2 684 78.4 576 63.1 884 70.4 1567 56.1 1684 64.4 1 $58 50.5 684 1 59.9 + 551 42,1 1684 54.1 541 36.1 684 1 51.3 1536 31.6 1 684 1 60.6 534 1
1 90 in 65.6 514 07.9 458 54.8 614 67,3 448 47.0 514 50.0 440 , 41.1 514 44.8 433 36.5 1 514 40.6 1 427 32.9 $14 37.3 421 ) 27.4 ( 514 33.0 ( 412 23.5 514 1 30.4 1 408 ' 206 514 29.0 403 I
{ 96 in $4.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 319 452 36.4 384 30.1 452 32.9 376 27.1, 452 30.3 373 22,8 1 452 28.6 1 365 19.4 452 1 242 ( 359 18.9 452 22.8 355 1
!t 1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 1 308 21.1 357 22.7 303 19.0 1 357 1 20.8 1 299 15.9 357 18.0 I{ 293 13.6 Ii 357 1 16.2 1 287 11,9 1357 15.0 1287
1 lit In 35.1 338 35.8 306 29.2 338 301 301 25.0 338 26.7 296 21,9 338 23.1 1 292 19.5 330 20.8 288 17.5 1 338 1 19.01 284 14.8 338 16,5 1278 72.5 338 ( 14.8 273 11.01 338 13.6 ( 269
1 1201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.0 ( 289 14.9) 246 11.8 289 12.8 1111 240 289 1 11.4 236 8.7 ( 289 104 (232
TABLE 513
AnchorCapaclty Table (lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA:
I ANCHOR CAP., „„.`
) S170s0joq
2.7KCacrete 3.5kCmc. Hollow CMU PWedCMU PT wood Metal (DP_) X( 1cANCHORCAP.„„
5/16" Elco 114" SS Ek 5'16' Eko 114" SS Elco 910 Sletl w125leel mz steel (MULLION CAP.,,�,„,�,
Anchor T 31161 Elco UBracal 11/4"Elc0UOmcon 3101 Elco Uaram 114°Eko Ultlacon
AnehorCiip Patterns u$tacon AggreGator Uftwon Aggn�zlor screw (c5)IScrew (G5) screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance1"2.117 r 2-12' 341" 1" 2-1r r 2-1r r &ire' 1 2' 0.48" ! 0.54• 0.324^ CAPACITY REQUIRED" CORRESPONDING TO AN
edment1-314' 1-a4" 1-314" taro° r 1-114" 1-714" 1-114" 1.14" 1414" 1414" r 7-3a" 13re" %E ies ACTUAL PRESSURE REQUIREMENT FOR THE
�2 Anchors ® 4.75" Min O.C. / Slandard a O6sel Clip (Flg. 1) 3901bs 3901bs 450146 - 8901b61644IDS 7701bs 280Ibs 3541Ds 7401ea 374146 661 IDs 946 -Its 341 lbs 442 lbs 5601bs OPENING, WHEN IT IS LOWER THAN THE MULLION
4AfxlwsQ1.151MIt O.C./SIandard(orGffSd)Cap(Flg 2) 480976 70D IDS NIA WA N/A NIA 38D IDS NIA WA N/A WA WA 682 IDS 1 685 IDS 1120IDS CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Amhors @ 3" Min. O.C. / (2) W Angle Caps / (ng. 3)1 78010s 760 IDS 680 IDs 15M IDs 18% IDS 64014 560145 NIA 1 760 IDS 74811)5 am lbs 1692 IDS 662 ibs 1 685 9-3 1120 IDS- MULLION. IT WILL YIELD A MINIMUM ANCHOR
1 3AmhomQ0,45"Mtn 0C.IUCkP,lnlo.125"Alum. (F1a4ji NTA WA N/A WA NIA N/A WA NIA 1 WA NIA WA WA NIA 1 WA 1073 IDS CAPACITY WHICH MAY BE USED TO QUALIFY
( 1 AlXhor/ FCIIp (Flg 5j1 195 IDS 1 195 IDs 225 IDS 445 IDs 622 Its 1351bS 140105 `177 IDS ( 370116 187 IDS 332 IDS 4731os 170 lbs 1 22t IDS 280 its ADDITIONAL ANCHOR OPTIONS FROM THE
t 2AncDors�t.t5'AgnO.ClFCtlp{Flg%t 2401bs I 3501bs 1 N/A WA NIA NIA t901Da N/A 1 WA NIA WA WA 341 ft I 442 IDS 560 IDS 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: -
� 4 • `• I' I I • ` SSHEET 1 SHEETS 274 OI STRUC II INSTALLATION USING
MHE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE OR
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -
fFIGURE 3: APPROXIMATE 3.1. 35"
DIMENSIONS, 3FOES S IN
DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23UOW SUGGESTED, HOLE LOCATONS
RES
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED _ _ 500"
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4: FIGURE 5: FIGURES: 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
* (I (� I (( �, • I THE MATERIAL. #10 & #12 LEAST.125'THICK AND A36. ALL HOOK ANCHORS WOOD MAY METALNTO SHALL STEEL, EXTEND
S.S. LEAST
3 SCREW THREADS BE(f VF MULLION)
DE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BYOND 10 X ION
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A. AN LER, P.E.
FL P,E.# 58705
Mullion Capacity Table (Ibs/ftz)
Opening Width (for verticallyspannhp mullions) or Opening Height (for horizonta9rr-sparring mugions) j
50 in 601n 701n 801n 901n 1001n 1201n 1401n N 160 in
Rectangular Trap/7tteng. Rectangular Trap7Fdang. Rectangular Trep+Triang. Reciangilier 7rep/Tdang- Rectengufar hapn1leng. Rectangtiar TrepTdang. Rectangular Trap/Tdang. Rectart(pder TraplFdartg. i Reatangutar Traptidarrg.
1 x 4 x.126 Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Waring Loading loading Loa`ng Loading Loading
Alum. Tube
FL
Mullion ''^ �-. '
V U^ ^ U F. �+ U V �+ V U .•� U U V V V
® W
9 y� $ _ $ `d_ @y $$ $ ? $ 3yrd .E $� c.. 5 c $ c 6 `o C c g, c g c g. � c C C
'Ec 6a Q d i QrGE +� c df K E ¢ i did&, ¢ i�c d Qr'K �c 6 'z 6 1 i d Ew 'a"c dK i aji x 2. Qt
421n 170.0 620 170.0 435 170.0 744 176.0 478 170.0 08 170,0 505 170.0 992 170.0 519 170.0 Ili$ 470.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 770.0 521 127.6 1489 170.6 fi21
I
48 In 170.0 708 170.0 524 1700 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 13M 170.0 680 111.7 1303 170.0 080 97.7 1303 170.0 680
50.625 In 170.0 747 170.0 563 170,0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 1171 1235 170.0 756 t00A 1235 170,0 756 87.8 1235 170.0 756
64 In 170.0 797 170.0 612 170.0 966 170,0 691 170.01 7116 170,0 754 154.4 1158 170.0 803 137.2 1158 170.0 637 1123.6 1158 1700 856 102.9 1168 170.0 861 08.2 1158 170.0 861 77,2 1158 170.0 861
601n 170.0 085 170.0 701 166.7 1042 170.0 707 142.91 1642 161.1 832 125.1 1042 146.7 015 111.2 1042 136.0 801 100.0 1042 130.2 791 83.4 1042 125.7 782 71.5 1042 125.1 782 62.5 1042 125.1 782
631n 170.0 930 170.0 745 1512 992 103.6 810 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64.8 992 108,0 744 50.7 902 108.0 744
1 661n 165.4 947 170.0 789 137.0 947 140.0 786 118.1 947 1303 768 103.4 947 117.7 752 94.9 947 108.7 736 82.7 947 102.2 727 68.9 947 95.1 713 $9.1 947 94.0 711 51.7 947 94.0 711 (I
72 in 135.9 049 142.7 737 113.2 849 121.6 722 07.0 80 106.9 708 84.9 849 96.4 696 75.5 80 88.7 686 $7.9 $49 82.7 675 WS $49 75.3 $59 48.5 849 72.5 652 42.5 $49 72.4 651
76 In 115.5 762 120.7 665 90,3 762 102.6 652 82.5 762 90.0 640 72.2 762 00.9 629 64.2 762 74.2 620 57.8 762 69.2 813 48.1 762 62.8 602 41.3 1762 59.9 597 361 762 59.4 595
f 76 in 106.9 724 711.4 634 69,0 724 94.6 621 76.3 724 $2.9 609 66.8 724 74.4 599 59.4 724 68.1 691 63.4 724 63.4 583 44.6 724 67.3 573 38.2 724 54.3 667 : 33.4 724 63.5 565
' 901n 60.6 543 71.8 483 58.0 543 60.7 474 49.7 543 62.9 466 43.5 643 47.1 468 38.6 543 42.8 452 34.8 643 39.5 446 29.0 543 34.9 436 24.6 543 32.1 430 21.7 50 30,7 426
961n 57.3 478 58.9 427 47,8 478 49.7 419 40.9 476 43.2 412 36,8 478 38.5 406 31.8 476 34.8 400 28.7 478 32.0 395 23,9 478 28.1 306 20.5 1478 25.6 360 17.9 478 24.2 376
1081n 40.3 377 41.1 341 316 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16,8 371 19.0 310 14.4 377 171 304
111 M 37.1 357 37.8 323 30.9 357 31.8 318 26.6 357 27,0 313 23.2 367 24.4 309 20.6 367 22A 305) 18.5 367 20.1 301 15.4 357 17.4 294
120 in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 192 267 16.3 306 17.3 263
144 In 17.0 212 17.2 196 II
I
TABLE 66 Anchor Caoacltv Table 116#1 ANCHOR CAPACITY ADJUSTMENT FORMULA:
t
Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Flied CMU PT Wood Metal (DF„„ ) X (MULLION
CAP.,„;,,,, � =ANCHOR CAP.,",
5/16" Ek3+16"Eko Nvaoon 1J4" Ebo Utvacon
o 1/4" SS Elco 5/16" Elco 114" S8 Elco #10 Sleel 1112 81sel #12 Sled MULLION CAP.,,.,-
ArictorType: 3116" Eico Uttmcan it4" 010 UOracon
Anchor Clip Patterns vitraedxr Apgrecatar Ultracan AggreGator screw (cy) Screw (c5) Screw(G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Dislanoe(i)' I. 2-1r2" 1" 2.1n^ 3-1/8' 1" 2-1/2" 1" 2.112" 2' &I/W 2' 0.46" 0.64" 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN
I Embedment (fn): 1.314" 1-314" 1.314' 1.314' 2' 1-114' 1-1/4' i -7J4" 1.114' 1.1/4' 1-1/4' 2" 1.318' late" ,ages ACTUAL PRESSURE REQUIREMENT FOR THE
22 Andors Q 4.76' Min. O.C. / Standard or Oftel Clip (Fig. 1&2) 390145 390 Ina-450lbs 090 lbs 1644 lips 270 lips 280 Ins 354 lbs 740 lbs 374 lbs 664 Me 946 lbs 341 lbs 44211# 560 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION
1 4 Anchors @ 2,25' Mtn. O.C, / Standard (or Ogset) Clip (Fig 3), 700 We 70D [be 580 Res 1410lbs 952 Pot WA 560 ibs N/A 630 Jos WA 880 lea WA 682 lbs 885lips 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED
8 Anchors @ 1.15' Min. O.O.I Standard (or Offsel) Clip (Fig. 4): 960 ]as 1400 ]be WA WA N/A WA 760 lips WA WA WA WA WA 1363 lbs 1770 lips 2240 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR
1 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angie Clips / (Fig. 5): 780 Its 76D lbs 600 ins 1560 ins 1085lbs 540 lbs 560 [us N/A 7601bs 748 lbs 880 lbs 1892 lbs 682 Ins 885 lbs 1120 M CAPACITY WHICH MAY BE USED TO QUALIFY
1 6 Anchm C 3" Min. O,C. / (2) 2x5 Angle Clips /(Fig. 6): 1170165 1170 lbs 1020 lbs 2340165 2844 lbs 810 Ibs 840 We WA 1140 lbs 1122 be 1320165 2838 Ins 1022 lbs 1327 Ibs 1680 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors @ 0.45" Min. 0.0,1 ULIip, Into .125" Alum. (Fig. 7): WA WA WA WA WA WA WA WA I WA WA NIA WA WA NIA 1430 lbs ANCHOR CAPACITY TABLE.
2 Anchors @ 2.25' MN. O.C7 F4aip (Fig. 6) 350 )us 350 lbs 2901bt 705 Ina 476 Ina N/A 280 lbs WA 1 3151bs WA 440 lbs WA 341 lbs 4421bs 560 lbs
1 4 Anchors ®1.15" Min. O C 1 F -Clip (Fig 9y 480 Ips 700 lbs WA WA WA WA 380Ibs WA I WA WA I NIA WA 602 Ina 885 itis 1120 Itis
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCF•OR VALUES AS THE STAND.iRD CLIP
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:
FIGURE 5:
FIGURE 6:
10 01 0 0 i 011
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
FIGURE 7:
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,
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 4.090"
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
--1 1.000" ["
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.
125"
T
t'X4"X.125"
MULLION
PRODUCT REVISED
as complying with rite Florida
Building Code 1(a"b2i$, 40
Accepwcc No 3
Expiration Date 1��(
By
Miami d0ProcltlCililn/Mai
r, x
1.10.:'1371;5
A. LYNN UiLLER, P.E.
FL P.E.# 58705
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Building Code 1(a"b2i$, 40
Accepwcc No 3
Expiration Date 1��(
By
Miami d0ProcltlCililn/Mai
r, x
1.10.:'1371;5
A. LYNN UiLLER, P.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table PalRx
Opening Width (for M9rticaliy-spanning mullions) or Opening He'ght (tor horizontaffy-spanning millions)
501n 601n 701n 801n 901n 100 in 1201n 140 in 1601n
Rectangular Traprfrlang, Ractan9utar Trepirdang. Reclanguiar TrapRdanp. ftaclaigWar Traptidang, Reotangular TmptTdeng. Rectangular TmpRdang. Rectangular FrapRdenB• ReetargWar Tmptidaig. Reat
1 X 4 x.376 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadingar T Loading
Alum. Tube
& "T"
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L'�gTL'if
2
c c ¢ K ic. �C gt is 6 i d=fC c 'aF 6 Inc dr G: g "7 c do Ec ¢ a E c 4cK Inc u �i 1� u
112 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519VOa tt16 170.0 521 170.0 1240 170,01 521 170.0 1488 170.0 521 170,0 1735 170.0 521 170.0 1903 170.0 521
481n 170.0 708 170.0 524 170,0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680
1 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 110.0 1195 170.0 723 170,0345 170.0 747 170.0 1494 170.01 756 170.0 1793 170.0 766 156.0 1919 170.0 766 136.5 1919 170.0 766
541n 170.0 797 170.0 612 1700 956 170.0 691 170.0 1118 1700 764 170.8 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0' 856 169.9 1799 170.0 WI 1137.1 1799 170.0 861 120.0 1799 170.0 861
601n 170.6 885 170.0 701 1700 1063 170.0 797 170.6 1240 170,0 876 170.0 1417 170.0 944 170.0 1594 170.01 096 155.5 1619 170.01 1033 129.6 1619 170.0 1063 111.0 1610 170.0 1063 97.2 1619 170.0 1063
1 83 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 166.6 1542 170.01 1076 141.0 1542 170.01 1122 117.5 1542 168.5 1158 !100.7 1542 167.9 1157 88.1 1542 187.9 1 1157
1 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 1700 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.81 1148 128.5 1472 158A 1130 107.1 1472 147.8 N08 � 91.8 1472 146.0 1104 80.3 1472 146.0 1104
0 1 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 '132.0 1320 149.9 1082 117.31 1320 137.81 t066 105.6 1320 128,61 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 68.0 1320 112.51 1012
761n 170.0 1122 170.0 937 149.6 1164 159.4 1013 128.21 1184 139,9 994 112.2 1184 126.7 978 R 99.7 1 1184 116.31 964 89.8 11184 107,5 1 952 74.8 1184 97.6 935 64.1 1184 93,1 927 56.1 1184 92.3 1925
76 In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 1103.8 1124 115.6 931 92.3 ( 112; 105.8 1 918 03.0 1124 98.5 1 906 89,2 1124 89.0 890 59.3 1124 84.3 881 $1.9 1124 83.2 878
1 901n 108.11 644 111.6 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 1 844 66.5 ( 702 b4.0 It" 61.4 1 693 45,0 644 64.2 678 38.6 844 50,0 668 33.8 844 47.7 662
1 961n 89.1 742 91.5 663 74.2 742 77.2 652 63.61 742 67.2 641 55.71 742 59.6 631 49.51 742 64.1 622 44.5 742 49.8 1 614 37.1 1742 43.6 1600 31.8 742 39.8 690 27.8 742 37.5 564
i 108 in 62.6 566 63.9 530 152.1 686 53.6 521 44.7 586 46.6 513 39.1 586 41.4 505 34,8 1 666 37.3 498 31.3, 586 34.2 1 492 26.1 1 586 29.6 1 481 0 22.3 586 26,6 472 19.6 SW 24.7 466
1 111 M 67.6 555 58.6 503 48A 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 1 555 34.2 473 28.8 1 555 31.3 1 467 24.0 ( 555 27.1 457 20.8 555 24.3 448 18.0 555 22.4 442
1 1201n 45.6 475 46.4 433 ' 38.0 475 39.0 426 32.6 1 475 33.7 420 28.5 1 475 29.8 414 25,3 1 476 26.8 409 22.8 1 475 24.6 1404 19.0 1475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381
1 1441n 26.4 330 28.7 305 22.0 330 22.4 301 fall 330 19.3 297 16.5 1330 17.0 293 i 1 }I ( 1
)
TABLE 7B Anchor Capacity Table Abs) _ _ 'ANCHOR CAPACITY ADJUSTMENT FORMULA:
I Substrate:
2.7k Concrete
Fined CMU
3.5k Cone.
Metal
1/4" Eko Uiirocon
An chorClipPattema
Anclwr Type:
3116" Eko Ullman
I 1/4' Eko Uftw m
1
6116" Elco
ultracon
3118" Elco Uitracon
1 Edge 01slawe (in)
1"
2-10°
I V
A90re0ator
3.118'
1"
2-1n'
i Embedment Ord:
1-3/4'
i-314°
1 7-314^
12-1n"
1-314"
2'
1-114"
7-114'
2 Anclwrs 4.75" Min, O.C. / Standard w 08set Clip (Fq. 182):
3901bs
39014s
) 450160
r Bop Ibs
1844 Ibs
270 Ibs
280 His
1 4 Amhara @ 2.25" Min. C.C. t Standard (orOlset) Clip (Fig 3)'
700 be
700 Ws
1 580 Ns
) 1410 lbs
952 nos
WA
560lbs
1 8 Anclwm @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 4).
960 lbs
14001bs
) WA
I WA
N/A
WA
76016s
1 4 Anchors Q 3" Min O.C. t (2) 2x5 Angle Clips / (Fig. 5):
780 nn
78o
1 680 •s
1580 ibs
1896 Pot
540 @s )
560 Ws
6 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Gips /(Fig 6)'
1170Ibs 1
1170 lbs
I 1020 Iba
) 2340 lbs
2844 We
810 His
8401bs I
I 4 Amhara @ 0.45" Min, O.C. 1 LI -Clip, into .125" Alum. (Fig. 7):
WA 1
NIA
1 WA
1 NIA
WA
WA I
WA 1
1 2 Amhom @ 2.25" Min. O.CI F -Clip (Fig. 8):
350lbs 1
350 lbs
2901bs
705 His
476 lbs
NIA
280 Ina
( 4 Anchors @ 1.115 Min. O.CJ F-Cllp (Fig. 9);
480Ibs 1
70016#
( WA
WA
WA
WA (
380 His
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR
PATTERN AND ANCHOR
VALUES
AS THE STANDARD CLIP.
Halow CMU
Fined CMU
PT Wood
Metal
1/4" Eko Uiirocon
114' SS Eko
5/16° Elco
114" SS Eko
#10 Steel
412 Steel
#12 Steel
AggetGator
Unman
A90re0ator
Screw (G5)
Screw (6"5)
Sorew (G5)
1'
Zan^
2'
3.1/8"
2"
0.48"
0.54"
0.324"
1-111-0"
- 1.11d°
1.114'_
1.1/4'
21
1.318"
13+8'
vades
354 lbs
740 His �(
3741bs
6841bs
_946-it34116#
4421bs
560165
WA
630lbs
WA
880 His
WA
602 @s
865 lbs
1120 ft
WA
WA
WA
WA
N/A
1363 His
17701es
2240 lbs
WA
760 ft
1 74816#
880 l
189216s
682lbs
8616
1120 @s
WA
1140 ]be
I 1122 lbs
1320 lbs
2838 Ins
1022 lbs
1327 lbs
1680 lbs
WA
WA
i WA
WA
WA
WA
NIA
1430 For
WA
_
315 lbs
WA
440 lbs
WA
3411bs
442 lbs
560 lbs
WA
WA
I WA
WA
WA
682 fee
885 its
1120 ihs
(DP"",) X ( ANCHOR CAP.,,",,,,,,\ _ANCHOR CAP.,",
`MULLION CAP.,",",./
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: 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.
• • • • • • •I • • • 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 4.0)0'
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
FIGURE 5: FIGURE 6: FIGURE 7:
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. 111 HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE S
• • I) • • ( 1� 1{ PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
II I I • • • I • • • I 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" .375"
VVV
THICK 1
T K (8 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS �7
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 1' X 4'X.375' t
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. "T" -MULLION
1.000"
4.0)0'
G��l1L4 'T375"
1'X 4'X.375 I
MULLION
PRODUCT REVISED
as complying with dile Flbridr
Building Code
Acoeplarim No 1160 Z�8Aj
E p=rat' Date /2!
B
MiamYtode Product
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FL P.E.# 58705
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PRODUCT REVISED
as complying with dile Flbridr
Building Code
Acoeplarim No 1160 Z�8Aj
E p=rat' Date /2!
B
MiamYtode Product
(/ ,11111111 jr,.
'jHsr .Cp %
A. L(lNNIMILLEA, P.E.
FL P.E.# 58705
TABLE 8A
Mullion Caoacity Table tibxtitzi
Opening Width (for vertically -sparring mullions) or Opening He'ght (for hDrizoritally-spartrting mullions)
Win BO In 701n 60 In Q 90 in 100 in 1 1201n I Q In 160 in
Reatsngdaz Trapfrdang. Rectangular TreptTdang. Rectangular Troplydang, Rectangular TrepRdang- - Rectangutar TmpRdang. Rastan ptTdeng. Rectengutar Trapri'ri g.
1.26" z gNar TraptTdeng. Rectangular -Traptt'dang. Rectangn der Tre
Loading Loa•lmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
3.188" x _
.266" Alum.'„
8 8 C $ 8 n �g
Tube Mulld` d 9 p i cR` 8yGIa c34� cS_ pG c� i� cR cRG ri G 3G cR 3� c9 c3 cR�
is '� b' U`o .� �^, N C }j `0 6 r�' C (y C .�j f_ c j�` c e c �` t ('. �y' a {�
L 5 L L L L� O C L L'^ L O L� L S S L L O L� L 5 IS Y L' L e 0 L�' L
_ 4 a L G
' 42 in 170.0 620 770.0 435 170.0 744 170.0 478 770.0 868 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 527 170.0 7240 170.0 521 170.0 1486 170.0 521 770.0 1735 170.0 521 161.6 1769 170.01 521
481n 170.0 708 170.0 524 170.01 860 170,0 584 170.01 992 170.01 630 1170,0 1133 170,01 681 170.0 1275 170.0 677 170.0 1417 170.0 660 154,811648 170.0 680 132.7 1548 170,0 660 116.1 1548 170.01 680
50.626 In 170.0 747 170.0 563 170.01 896 170.0 631 170.011046 170.01 684-1 170.0 1195 170.0 723 1170,0 1345 170.0 747 167.0 1468 170.0 758 139211468 170,0 766 119.3 1468 170.0 766 1104.4 1,168 170.0 750
64 in 170.0 797 170,0 612 170.0 956 170.0 697 170.0 1116 170,0 764 170.0 1275 170.0 803 763.1 1376 170. 837 146.8 1376 170.0 856 122,31 1376 170.0 861 104,8 1376 170.0 661 9L7 1376 170,0 861
60In 170.0 885 170,0 701 170.0 1063 170.0 797 158.911158 170.0 878 139.0 1158 167.41 930 1123.6 7158 156,81 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144,8 905
1 631n 170.0 930 170.0 745 1601 1051 170.0 850 137.21 1051 155.9 662 120.1 1051 142.01 848 106,7 1051 132.3 1 837 98,1 1051 125.7 630 60.1 1051 119.5 822 68.6 1051 11g,1 821 60.0 1051 119.1 821
66 In 167.1 957 170.0 789 139.3 957 151.61 605 119.41 957 134.0 790 104.4 957 121.61 T77 92,8 957 1 112.81 767 83.6 1 957 106.61 759 69.6 957 1100.0 750 597 957 96.9 748 62,2 957 98.9 i` 748
7210 128.7 Sol 135.2 698 107.3 804 115.2 684 97.9 1 804 101.3 671 80.4 604 91A 1 560 � 71,6 � 804 1 04.1 650 64.4 1 804 78.8 1 643 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 I 828
'J
70 In 109.4 722 114.4 630 91.2 722 91.2 818 78.2 722 85.3 608 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65,5 580 45,8 722 69.5 570 39.1 722 563 665 34.2 722 66.2 (584
781, 101.2 685 105.8 800 89.4 1 885 89.8 588 72.3 865 78.5 1 517r4l.92
685 70.5 568 56,2 885 84.5 660 50.6 1 885 897 1 553 42.2 685 64.3 543 36.2 686 bt.i 537 31.6 685 60.7 536
901n 65,9 515 68.0 457 50.9 515 57.5 449 47.1 5815 W,i 447 515 44.7 434 36,6 515 11 40.8 428 33.0 515 37.4 422 27.5 615 33.1 413 23.5 515 30.5 407 20.5 515 29.1 404
96 In 1 54.3 1 453 55.8 404 45.31 463 47.1 1 397 38.8 453 41.0 1 3811 453 36.41 385 30.21 453 133,01 379 27.2 453 1 30.41 374 22.6 1453 26.8 368 19.4 453 2A.3 360 17.0 453 22.9 358
100 In 38.1 1 358 39.0 323 31,6 1 368 32.8 ( 318 27.2 358 28.4 1 313 23.6 358 26.2 ( 308 1 21.2 1 3501
22.7 1 304 19.1 358-1 20,0 1 300 ig_9 � 358 78.0 293
111 in 36.1 ( 338 35.8 306 29.3 338 30.1 ( 301 25.1 338 26A 1 287 22.0 i 338 23.2 ( 203 195 1 338 20.9 1 289 17.6 338 1 i8,i 1 285 -
1201n 27.8 200 28.3 284 23.2 290 23.8 260 19.9 280 20.6 1268 1 17.4 1290 18.2 1253 15.4 1 290 10,4 249
144 in 16.1 201 16.3 iB8 --__� �� -I�- IT- �l
TABLE 8B
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1: FIGURE 2:
-IGURE 3:
ANGLE
• . • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
M 0 0
•
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 6 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
i
i
3.138^ ? �;
x.285"
1.25" X 3.188'X,265' MULLION
(1-1/4" VF MULLION)
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ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCeoeclty Table
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3.6k Com.
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Metal
ANCHOR CAP-„,"„
) -ANCHOR CAP.,,,
(DP.) X (MULLION
N Q
Anctxr Type
(
3tt6^Eico tmtacm
114`EkoUpra[on
o
5/15'E1[o
3"i6'EKo
UOra<on
114'EkoUkracon
-
V4^SSEko
,
9iVFico
1/4`SSEIco
#10Stem
#12SIeel
#1281ee1
MULLIONCAP.,,,"„-
AnchorCilp Patterns
N
U
Q
a 0
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UBracon
Z V/
�O
m
�
AggcGator
Udmcm
AggreGsta
Scmw (t#i)
screw (c5)
Screw {Ci5}
USE THIS FORMULA T4 OBTAIN THE °ANCHOR
{ EogeOstancepn)
1"
2- V2'
V
2.112'
3-i/B`
1"
z-nz
i^
I -2-112
I z -
3118^
27_
954`
0324^
CAPACITY REQUIRED" CORRESPONDING TO AN
Emtredinent link
1-314"
13+4^
1-314^ I
13'11'
2^
1_114`
t-774` j
1.11WI
tatr
_
I t-114^
tato`
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1-3W7318•
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ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors g A 75" Min O C. / Standard or OffsetClip (Hg 1J
380 IDs
390 IW
450 the I
000 IDs
1WTb1 S
270Ibs
260lba
354 Ibs
740lbs
374 IDS
664 Its
IMS IDS
341 IDS
442 IDS
5601ts
OPENING, WHEN IT IS LOWER THAN THE MULLION
{ 4 Aahors Qo 1.75' Min O.C. 7 standard (or Onset)Ciip Ing 27
480 IDS
70D IDs
NIA
WA
NIA
NIA
380 its
NIA
WA
NIA
WA
WA
682 Ns
885 bs
11120ft
CAPACITY (FROM THE TABLE) OF THE SELECTED
I 4AmIms@3^Min. O.C.1(2)2a5Angle Clips /(Flg31
780 IRS
780 IDS
]]ii
I 680IDS -I
15M IDS
1606IUs
546I6s
5WFts I
N/A
MOMS
748IDS -�
88DI�
1802605
6B2 IDS
685 IDS
1i20Ibs
MULLION. IT WILL YIELD A MINIMUM ANCHOR
{ 4Anchors @0.45`Min. O.C, I U Clip, Into.126^ Num. lfq 4g
NIA
WA
1 NIA 1
WA
NIA
NIA
WA I
NIA
IVA
N/A 7f
NA
WA
NIA
WA
143D to
CAPACITY WHICH MAY BE USED TO QUALIFY
I 1 Anchor/ F•CDp (Fig Sy
195 IDs
196 IDS
I 225 IDs
446 IDs
822 IDs
135IDS
140 Its I
1T7 IDS
370 IDS
iB7 Ds I
332 IDs
473 Ws
170 IRS
221 IDS
280 IDS
ADDITIONAL ANCHOR OPTIONS FROM THE
I 2 Anchors @ 1.16" MIR O.CI F•CIIp (Fig 4I
24DRDS I
35D lbs
I N/A I
WA
NIA
N/A
190It 1
NIA
I WA
NIA i
WA
WA
341 to$
442 Its
560 IDs I
ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1: FIGURE 2:
-IGURE 3:
ANGLE
• . • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
M 0 0
•
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 6 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
i
i
3.138^ ? �;
x.285"
1.25" X 3.188'X,265' MULLION
(1-1/4" VF MULLION)
PRODUCT REVIS11D
as complying with dto Flodith
Building Code
Acceplance No X12- C>216.0_3
Expiration DateMm_
By
Miami )ade Rodtu
LYNI\.'
c \ILO
A. LYtA MILLER, P.E.
FL P.E.# 58705
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as complying with dto Flodith
Building Code
Acceplance No X12- C>216.0_3
Expiration DateMm_
By
Miami )ade Rodtu
LYNI\.'
c \ILO
A. LYtA MILLER, P.E.
FL P.E.# 58705
TABLE 9A
Mull-ton Capacity Table (Itieff ll ` ® gt ININ
Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally-spanning mullions) -- �t �,� u^i� 5
_ _ s¢io y1
50 in 601n _ 70 In 80 in - _ 90 in 1001n - 1Z`1 in 140 in i601n a-
g O
Rectangular TreprTdarrg Rectangular Treprflterg. Rectangular TrapTdang. RectangWar TraptTnang Reclan�far TwptFnaeg. Rectangular Trapttttang. ReciangWar Traairang. Recta ngWar TraptTdang. �i 03
1.25x3.25 Rectangular Traoading Rada a
X.1100 Loading Loading Loafing Loading Loading Loaarg Loafing Loading Loading Loafing Loading Loading Loading Loafing Loading Loafing Loading Loading o w
Alum. Tube 2: F ,�'„ ya F i_ P F _ •_ �• y_• �. ^'Z
Mullion CV a
to
g_�Mm W
_ _ _ _ _ __ z nr.«
42 170.0 620 1709 435 170.0 744 170.0 478 170.0 868 170.0 506 1700 882 170.0 519 170.0 1118 170.0 521 153.3 1118 179.0 521 127.7 1118 1700 621 1095 1118 1700 521 1-95.0 1118 1700 621 0 H
40 in 170.0 748 1700 524 170.0 850 170.0 584 787.8 878 170.0 030 146.7 078 170.0 861 130.4 970 170.0 877 117.3 976 1700 680 97,8 970 1700 600 03.8 978 170.0 BBO 73.3 978 170.0 BBO
W
50.625 in 170.0 747 Woo 563 170.0 896 1700 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 027 159.1 699 105.5 927 156.3 696 87.9 927 158.3 695 75A 927 156.3 695 65,9 927 156.3 695 to
54 in 170.0 797 170.0 612 154.5 869 1700 691 132.6 669 163.9 663 115.9 868 1410 669 103,0 869 134.0 660 92.7 869 129 8 654 77.3 869 128 8 652 66 2 869 120.6 I 652 57.9 BBB 128.8 852 111 o O
60 N 143.2 748 1538 631 119.4 746 132.3 820 102,3 748 117.8 608 895 746 107.0 699 79.6 746 101.0 592 71.6 746 86.6 587 69.7 746 93.3 583 513 746 93 3 583 144.8 746 93.3 683 m 0 1-
CO
63 in 123.7 677 132.0 579 103.1 677 113.2 We 88.4 877 100.4 555 77.3 677 91.4 646 66.7 877 85.2 639 81.9 677 81.0 534 51.6 677 77.0 528 44.2 677 76.7529 : 38.7 677 76.7 $29 E-' U ( J
i
C 66 in 107.8 817 114.1 630 897 817 97.8 519 70.8 01W7 88.3 500 67.3 617 78.3 fi00 59.8 817 72.6 494 63.8 817 60.7 489 144.8 1817 64.1 483 38.4 617 83.7 1402 33.6 817 183.7 � 482 � �
721n 82.9 $18 87.1 450 69.1 618 74.2 440 502 $18 65.2 432 51.8 518 58.8 425 461 $10 542 419 41.4 518 50.7 414 34.6, 518 46.6 408 296 518 45.0) 405 25.9 518450) 405' Z may°
'S 761n 70.5 465 73.7 406 58.7 465 82.6 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 485 45.3 378 352 465 422 374 29.4 465 36.3 36725.2 465 36.5 I 364 22.0 485 36.2 I 363 J F W
78 In 65.2 441 88.0 387 54.3 441 57.7 379 48.6 441 50.6 372 408 441 45.4 368 36,2 441 41.6 360 32.6 441 387 358 27.2) 441 34.9 349 23.3 441 33.1 I 346 20.4 441 32.7 I 345 I J Z
' 90M 42.4 332 43.8 295 35.4 332 379 Rae 30.3 332 32.3 284 285 332 28.8 280 23.8 332 26.1 276 21.2 332 24,1 272 IT 332 21.3 286 15.2) 332 19.6 262 13.3 332 111 f 264 ( ¢
96 in 35.0 201 35.9 260 29.1 291 30.3 256 25.0 281 26.4 252 21.9 291 23.5 248 Wit 291 21.3 244 17.5 291 19.5 241 ' 14,8 I 291 17.1 236 125 I 291 15.6 232 Z � Q � O
108 in 24.8 230 26.1 206 205 230 21.1 205 17,5 239 18.3 201 15.4 230 16 2 198 , I ( < x Z r
'111 in 22.6 218 23.1 197 169 218 18,4 194 16.2 219 16.8 191 14.1 218 14.9 188 , ( ( F- M
120 et 17.9 187 102 170 14.8 187 15.3 167 I I I I I I W
ato U)
TALE 96
Q
�� Za•sp
t ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table (Ibs)
( substrate-
2.7k Concrete 3.51k3.51kConc. Hollow CMU Filled CMU piwaoa Metal I (DP"„ j X t ANCHOR CAR,,, , } =ANCHOR CAP.,,,
Anetxx Type: 3118" Elco UBraeon 774" Eko UlOaeon 3158'
5/16" Elco Eko Ultracon 7!4' Elco UltracOn 1/4" Ss Eloo 5116" Elco 114' SS Elco #10 Steel #12 Steel #12 Steel MULLION CAP.,,,
Clip Patterns LittmanAggreGator Uibacon AguleGator sarev {G5}) Sc1ew (Gs) 3e1ew (c5) , USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distaive tin) 1" 2-1/2" 1" 2-1/2" 3.118" 1" 21W 1' 2.1/2' 2" 3.1/8" 2' 0.48" 1 0.54" 0.324" I CAPACITY REQUIRED" CORRESPONDING TO AN
J Embedment (in}. 1-3/4" 1-Y4" 1-314" 1314' 2" 1-1/4' 1-1/4" 1-114" 1.114" I 1-v4 1-114" 2" 1-318' 1 1378" %08 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amkoi @- 4.75' Min. O.C. I Standard or Offset Cllp (Ffg. f). 21-9-DIbs 3901bs 1501ba 8901bs �6441bs 2701ts 2201ns 3541G4 - 7401bs -F-374 i0s 664 Ibs-9461bs MfItis 4V Itis 5601tu OPENING, WHEN IT IS LOWER THAN THE MULLION
1 4 Anchors @ 1.75' Mir. O.C. 1 standard (or Offset) Clip (Fig. 2). 48D lbs 700 Ins WA WA N/A WA 380 ars WA N/A i WA N/A WA 602 Ns 685 Los 1120 bs ( CAPACITY (FROM THE TABLE) OF THE SELECTED
1 4 Anchors Q 3" Min. O.C.1(2) 2x5 Angle Clips 1(Fig. 3) 780 lbs 780 lbs 080 Ilia 1560 Ilia 18N lbs 540 Ica 5610 lips WA 760 lbs 1 748Ibs 1 8W Ilia 1892 lbs 682 lbs 885 Itis 1120 lbs I MULLION, IT WILL YIELD A MINIMUM ANCHOR
1 3 A Whors @ 0.54' Min. O C,1 U Clip, into ,100' Aim . {Fig. 4} WA WA WA WA NIA WA WA WA NIA 1 WA j WA WA WA WA Mica CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor / F-Clip (Fig. 5). 195 Ws 195 lbs 225 lbs 445 Itis 822 Ilia 135 his 140 Ica i 177 IN 370 lbs I 187 Ilia , 332 lbs 473 lbs 170 Ibs 221 ibs 280 Ica I ADDITIONAL ANCHOR OPTIONS FROM THE
1 2 Anchors @ 1.15" Min. O.0 / F-Clip (Fig. 6): 240 9u 350 Ws WA WA N/A WA 1110 lbs ( WA NIA I WA I WA WA 341 W 442 lbs 560 ars ` ANCHOR CAPACITY TABLE.
ROi11.1C"f REVISED
ris complying with 1ho Florida
BuildinCodc
FIGURE 1: FIGURE 2: Acmplan a No
• • • ` TABLE NOTES:, " 1.250" Ito-OZia. O
Expiration Date%-
2)
1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION rByON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.M`109dc ProduLINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3. _ Ai
ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.230" ( \��rh!s� •' . fp ��
CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •r' •• -��
0 BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, _ 58705
IN PAIRS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND f� N
SHALL CONFORM ---
GROUT-FILLED CONCRETE BLOCK UNIT () OFORM TO ASTM C-90. WOOD SHALL 100"
FIGURE 4: FIGURE 5: FIGURE 6: �'�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE _ -;, •/� ',• ,• 1;'
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,i. .• -
.045"THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125"THICK AND A36. ALL : ^%.- •.•�/ Otati;;'.-' -fa,-
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,25" MULLIONX"X 100 �� S`U)1!'"I-.
` #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 16-8 S.S. OR 410 S.S.A. LfNNMIL,LED, P.E.
FL P-E.# 58705
TABLE 10A
Mullion Capacity Table (Ibaffe)
Opening Width (for vedicaksparugng m09ions) orOpening Haight (for hafizontall"panring mullions)
5o in 60 in ' 70 in 80 in ^_ 90 in 100 in 1 120 in 140 in J 160 in
�
1.16%326 Rectangular Trap77iangRectangular Trap/7dang, Rectangular Traprrdan9 Rectangular TraW7nn9� Rectangular TrePtrdan Rectangular Tra
p?dang. Rectangular TrapTdang Rectangular Trap+Tdang. Rectangular TraptRiang.
x.624 Loading Loading Loading Loading Loading Loading _ Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
Alum.Tuba
Mullion g *^ s G Qu a- R-
"& �2 a 6c a e„ a e� 3� a a flE a $� R' &ir &- a &
v Vv u u� u` Va v o� uo u S� u v u' u' v oc u o'G v o� v u u u u cio u v v u u oa
t� 5 8E`e o z `e
1 42 in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 860 170.0 606 1700 992 170.0 519 179.0 1116 170.0 621 170.0 1240 1700 521 170.0 1408 570.0 521 170.0 1735 1700 521 170.0 1983 170.0 521
40 in 17tl.0 708 170.0 624 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 Mc 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170 0 680 169.7 1979 1700 680 148.6 1979 170.0 680
50625 in 170.0 747 170.0 563 170.0 696 170,0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 1706 756 170.0 1793 170.0 766 152-5 1877 170.0 756 1315 1877 170.0 766
54 in 170.0 797 170.0 612 1700 956 170.0 69t 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 956 156A 1759 170.0 661 134.1 1769 1700 061 117.3 1769 170.0 861
` 60 in 170.0 885 170.0 701 170.011063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.011511 170.0 1033 120,11 1511 170.011063 103.6 1511 1700 103 90.6 1511 170.0 10631
63 in 170c 930 1700745 170,0 il 16 170,0 860 170.0 1302 170.0 940 156.6 1370 171LO 1016 139.2 1370
1076 IVO 137�
164.0 112
D4.4 1370 165 91
072 695 1370 1653 1070 78.3 1310 155 3 1070
a 1 66 in 170.8 974 170.01 789 170.0 1 1169 170,8 903 165.6 1248 170.0 1002 1362 1248 158.6 1013 1211 1240 1471 103 108.9 1248 1 139,0 889 190.8 1248 130.4 1978 779 1248 129.0 975 68 i 1248 129 9 975
j 72 in 167.8 1049 110.01 878 139.9 1 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 06093.2 1049 109.7 846 83 9 1 1019 102.7 938 69.9 1049 94.3 ]1{ 825 59.9 1049 91.2 820 52.4 1049 91.1 820
711.4 941 85.5 757 59.6 941 77.6
744
.2 76 in 142 941 149A 118.9 941 i26G 005
01,9
M2 791 69.2 941 100.0
771 7913 941 91.7 766
941 74.0 737 44.6 941 73.3 736
78 n 132.0 094 137.6 78 110.0 89d t 6.9 767 194.3 8944 102A 753 925 894 91.9
740 73,3 094 84.1 � 730 � 66.0 ( 694 79,3 721 656 094 70.7 ( 707 471 ON 67.0 701 41.3 694 66.1 698
1 90 in 85.9 671 88.7 596 7161 671 74.9 585 61A 971 653 575 53.7 671 58.21 566 47.7 671 52.91 5581 43.01 671 48.0 551 35.8 671 43.11 639 30.7 671 39.7 531 26.9 611 379 626
1 96 in 70.9 590 72 8 527 51.0 1 590 61.4 518 50.6 590 53.4 509 44 3 590 47,6 502 39.3 590 43.0 494 35.4 1 590 39.6 498 29.5 590 34.7 477 25.3 690 316 469 22.1 590 29.6 464 1
1 108 in 49.7 466 59.8 421 41.4 ( 466 428 414 355 466 37.1 43 31.1 466 32.9 402 27.6 466 29-7-1 396 1 24.9 1 466 27.1 391 20.7 466 235 382 17.9 466 21.2 375 15.5 466 19.6 370 1
1111n 45,11 1 441 46.7 1 400 30.2 1 441 39,3 393 132.7 441 34.1 387 28.6 441 302 I 382 25.4 441 272 1 376' 22.9 1 441 24,9 372 19.1 441 215 33 16.d 441 19,3 356 14,3 441 17.8 351 1
120 in 36.3 318 36.9 ( 344 30.2 1 378 310 339' 25,9 370 26.8 334 22.7 370 23.7 1 329 20.1 376 213 1 325 18.1 1 378 19.5 321 15.1 378 16.7 314 1
1 144 in 2f.0 262 212 1 242 175 i 262 17.8 239 ` 15.0 262 15.3 236 1 1 1 1
TABLE 10B
i
Anchor Capacity Table fibs) -
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Substrate 2.7k Cork rete
35k Coro
Hollow CMU FuledCMU PT Wood Meta
_ _
ANCHOR CAP.,.„„„
(DP„)X t ,} =ANCHOR CAP.,
Anctor Type 315 Eito lt%eacc4f
1d'Eko
5'15 Elco
Unraton
14" SS Ek0 5115 Eko 114' SS EIC0 #t0 steel m2 steel #12 Steel
315 EIto Unracdt 114•Eko UNeCOn
I
MULLION CAP.,„,.,,„
AnchorCllp Patterns
Unmcon
Aggrecaw unman AggreGaw Screw (G5) strew (c5) strtw (c5)
USE THIS FORMULA TO OBTAIN THE "ANCHOR
I EdgeOstar%eon) 1" 2-112`
V
2-111- 3.15
1' I 2-112" V 2-112 1- 3-118' 2 0.48' 0.54' 0.324"
CAPACITY REQUIRED" CORRESPONDING TO AN
_ I Embedment 0nl 1a14• 1144"
1314'
1.34• 2'
1-174" 1410 1-1/4' 1-v4'1 1414' I 1-114^ 2' 11-n* 13,81 Yates
ACTUAL PRESSURE REQUIREMENT FOR THE
M
2crors@ 473'MIn o.C. f StaMx95
U w od Cnp¢I¢�y 3901115 390IL6
I 4 Archers @ 1.15" Min, O 7 Standard Orrseq Cup 480 Ibs 700
450Ibs
3 0110. 1644ros
2701bs 280I6S 3511n-501hs _ 3741115 6641 - 9161bs -34 11 442118 560%6
OPENING, WHEN IT IS LOWER THAN THE MULLION
-Q (or (Hg 4 Ins
N/A
WA NIA
N%A I 380 lbs NIA WA j NTA rt A NTA 682 Has 685 lbs 1120 %
CAPACITY (FROM THE TABLE) OF THE SELECTED
I 4Archm@TMin, O.C./(22j2t5Ag1eC6ps!(Fg3) 78005 780145
680 Jos
15601o6 INOIbis
_
5401bs 1660)be NIA 760 1[5 j 748 gas l MOWS 18921bs 6112 his 865155 1120 Me I
MULLION. IT WILL YIELD A MINIMUM ANCHOR
3 A_rchms @ 0,54' min. O.C. i U�Cllp, Into .105 Alum. (Fig 4) NIA WA
NTA
WA NIA
NIA I WA NIA WA I NTA NA _ WA NIA WA 050 %s }
CAPACITY WHICH MAY BE USED TO QUALIFY
1 Archon FCllp{Flg 41 195 Ins 1951119
2251bs
446 His 8221116
135 abs I 140%5 177%s 37013 I lair His I 332lb5 473 His '170 his 221 lbs 2BO io6 I
ADDITIONAL ANCHOR OPTIONS FROM THE
I 2 Anchor$ Q 1.15 Min O.0 I F -Clip (Flg %1 240 Ins 350105
NIA
WA NIA
NIA I 19(11113 NTA I WA I NIA i WA WA 341 %s 442 k0. WO ft )
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2;
Q
0 r
TABLE NOTES:
1.1,250"
(NOQ 0
O
Q
N
Z
)C W
0
U)
•
U-
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
W
M _
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
X
Y
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
Q 0
ZMO
0
o
5�0
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.
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
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
�624"
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
--
• +
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
1.25" X 3,25"X.624"
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
MULLION
f' ROOLICT REVISED
as complying with the Florith
Building Code 1(o•b2t Qa"6. .
Acceptance No 'e� )
L•x imtion Date r
f3)!
Miam Delo Product
r\1111111; Iir.
\ � V
ti 'CLOW.
C
A. LYNNIM LL�R, P.E.
FL P.E.# 58705
®N�±x
3fn
avT..!
Q
��)oS4
[' O
ONOLL
p
ri
O
Y
K
pZ
U
ti
J
LL
to
N
z
's m
N�
O
COUal
LU
O ^
O
F
U m
LU
J
Z
th z
J g $
J -
Q
0 r
Z
(NOQ 0
O
Q
N
Z
)C W
0
U)
'n 3 w o
U-
N n o
W
M _
Y
X
Y
Q 0
ZMO
0
o
5�0
f' ROOLICT REVISED
as complying with the Florith
Building Code 1(o•b2t Qa"6. .
Acceptance No 'e� )
L•x imtion Date r
f3)!
Miam Delo Product
r\1111111; Iir.
\ � V
ti 'CLOW.
C
A. LYNNIM LL�R, P.E.
FL P.E.# 58705
N
TABLE 11A
Mullion Capacity Table pbslft') #
- Opening Width (lorvedicalty-spenning mtlliorls) or Opening Height (for horizerlle"pantling millions) y�7 x �'
50 in 60 in 70 in 80 in 90 in 100 in 120 in 141 in 160 in Cg � p
Rectangular Trapgriang. Rectangular Trep/lnang Rectangular TrapRdang Rectangular TrapRdeng. Rectangular Trap/7dang Rectangular Trap/Tdang Rectangular `Trep/7darg. Rectangular Trap4riang- Rectangular `Trap7rrieng. 5 a W
Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading of i U
726 %3.94
%.924a-
_ .r
Alum. Tube -� (N
- a ; ^„
Mullion 6 a a a o v" a as a a S a a a s o a s a aL e v 6
u`• v v v oa v ci9 u o v o v v u v o v v o'e v oe u v v o� u o v u v oo`o m
e
i8 .9
ad=e`d``Q' tt d`f ` =
`'9 o=8 =QV) w�rc
LU
o Z _' p;rc A
LU
rc O
I "` in 170.0 620 170A 435 170.0 744 170 0 478 170.0 668 170 0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170 0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J W
IJ
4a in 170 0 708 170.0 524 170.0 050 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 _ 1275 170.0 677 170 0 1417 170.0 Egg 170.0 1700 170 0 600 170 0 1983 170.0 600 110.0 2267 170 0 680
50625 in 170.0 747 170.0 663 1700 896 170.0 631 1700 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 ) g
E LU
64 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 170.0 856 170.0 1913 170.0 861 170.0 2231 170 0 861 160.2 2403 170.0 861 m
M
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 1700 878 170.0 1417 110.0 944 170.0 1594 170.0 996 170.0 1711 170.0 1033 170.0 2125 170.0 1063 140.3 2163 170.0 1063 129.8 2163 170.0 10630 F-
(0 J
63 in 170.0 930 170 0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1498 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134 5 2060 170 0 1171 117.7 2060 170.0 1171 � LIL
U �
66 in 170.0 974 1700 789 170.0 1169 1700 903 170.0 1364 1700 1002 170.0 1559 170 0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 1430 1966 170 0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1286 Z U) 6 m
_jw aI
J 72 in 170.0 1063 170.0 078 1700 1275 170.0 1009 170.0 1488 170.0 1126 1700 1700 170.0 1228 1541 1734 170.0 1315 138.7 1734 1698 1386 1156 1734 155.9 1364 99.1 1734 150.4 1352 Bfi.7 1734 150 2 1352 J ; 9 h W
0 76 in 170 0 1122 170 0 937 170.0 1346 170 0 1080 168.5 1556 170.0 1209 147A 1556 165.2 1265 131.1 1556 1615 1266 117.9 1556 141.3 1251 983 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 J � o u rcZ
78 in 1700 1151 170.0 967 170.0 1381 1700 1116 155.9 1477 169.3 1245 136.4 1477 1520 1224 1212 1477 INA 1206 109.1 1477 1295 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1154
90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 Will 656 870 44A 1110 62.7 870 Z (0 Q 01 p
96 in IVA 975 120.3 072 97.5 975 101.5 856 03.6 975 88.3 842 73.2 975 785 829 65.0 975 71.2 817 585 975 65.4 807 48.8 975 57.d 789 41.8 975 52.3 776 366 975 49.3 767 Q x Z W C)
H m m0 0C)
108 in 82.2 771 84 D 696 685 771 70.7 685 58 7 771 61.3 674 51.4 771 54.3 664 45 7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612
111 in 75.7 730 773 661 63.1 730 65.0 660 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 Egg 27.0 730 31.9 589 23.7 730 29.5 581 W M
120 in 59.9 624 61.0 569 49.9 624 51.2 560 42.0 624 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 18.7 624 22.5 501 10 U) W
`I 1d4 in 34.7 d33 35.1 400 28 9 433 29A 395 24 0 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 d33 18 2 376 i..) N Q >
ar z Q Q
o Z a(n (n
TABLE 11B Of m�
ANCHOR CAPACITY ADJUSTMENT FORMULA: ;
AnchorCapaclty Table(Ibs) ANCHOR CAP.,,,",,,,a,E o w o� rc?
I Substrate- 27kCorcrele 35kCorac. HdIOwCMU FNeOCMU PTWOod Metal (Df'�,)X( )=ANCHOR CAR,""
{I 5'tE Elco 114"SS Elect &IT Elco 114" SS Elco #10 Sled #12Steel #12 Steel MULLION CAP.,, ,,,-,E
AnchorClip Patterns Anchor Type 3'1C Elco Unracm t/4• Eko unracon UBracon 3'1G Elco Unracm v4• ElcounracOn AggreGalor UOracon AggmGala screw (05) Screw (G5) Scam (G5)) USE THIS FORMULA 70 OBTAIN THE "ANCHOR
EdgeOlslameon) 1• 24/2' 1^ 2-v2' ave^ V 2-v2^ 1^ 2-v2^ z^ ova" z 0.48^ 0.54• 0.324^ CAPACITY REQUIRED" CORRESPONDING 70AN
I Embechiml lin) 1314" 13x4' 1314" 144^ 2" 1-114" 1414" 14/4" 1-1/4' 14/4^ 1-1/4" 2 1_W 138" vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @476' Min. O.C. Stallard a Offset Cpl Witis 390%6 450106 QOM Wilts 2 itis 280106 354lbs 1401bs 374156 6641116 91610s 941106 442105 5601M OPENING, WHEN IT IS LOWER THAN THE MULLION
4 Anchors g 1.15' MIn O.C. I Slsndem (a Offset) Clip (99 21 48010s 70D Itis N/A WA N/A NIA 380106 N/A WA N/A WA WA 682 lbs am IDS 1120116 CAPACITY (FROM THE TABLE) OF THE SELECTED
4 Anchors @TMin O.C./(2) 26 Argle Clips /(Fl93) 7801bs 780 lbs 6801bs 15MIte 1896 lbs 540lbs 560155 NIA 76016s 748 Itis 880 lbs 1892 Its 6132 lbs 885106 1120106 MULLION. IT WILL YIELD A MIN IMUM ANCHOR
4 Am hors @ 0 54" MIn. O.0 I U-Cllp, Into ADO^ Alum. (Flg 41 N/A WA NIA WA N/A N/A WA NIA WA NIA WA WA N/A WA 1267106 CAPACITY WHICH MAY BE USED TO QUALIFY
tAmhONFLIippg 4 1951b5 195155 225105 445 Itis 822105 135155 140Its 1TTIbs 370106 187 lbs 332 lbs 4731bs 1Tolbs 221106 280 lbs ) ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchors®1.15MIa O.CIFLep(FI99) 240lbs 35D Ns N/A WA NIA N/A 19D lbe N/A WA NIA WA WA 341 lbs 442 Itis 660 Its ) ANCHOR CAPACITY TABLE. PRODUCT REVISED
as complying with the Flo"
1.250" Building Code
No
FIGURE 1: FIGURE 2: TABLE NOTES: - AcP8IT it '013e x 'on Daatt
e 2
• • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ey Mier /
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dnde Product
.`jl;i
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: /
ANGLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.�4 ,�'�� \\GciJ ;(, �•r
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.
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND _ (/1 -Ll
I
- - GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 490. WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 6:
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE . 2 "
$ • 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND (,-
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL %� " is'` �,
$ ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ///�C)I`1A
• #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25"X 3.94"X.624- A. LYNN' MIL't =R, P.E.
MULLION FL P.E.# 58705
TABLE 12A
Mullion Caoactty Table libslle)
Opening Width (for verticaly-spanning mullions) or Opening Height (for horimntelly-spennirg millions)
501n 60 in 70 in so In 90TH 100 in 1201n 140 In 160 in
Reoacingar Tr Loading Raoan9ular Tmpacling Rectangular r TrLoacing RI-oangutar TmpTjr Rectangular TtaprTdang. Rectangular TropMeng. Rectangular Trap?rlang. Rectengdar Traorlang. I Rectangular Trap/Tneng.
2 7t 4 7(.28 i-oadinp Loafing Loafing Loafing Coating Loafing Loafing Coating Loa ling Loa Ing Loafing Coe ring Loafing Loafing Loafing Loafing Loadntg Loafing
Alum. Tubo & F _ F �^ �' & �' • �'
u u u.. u u u u.. u o.-. Ti u u.. u u--.
Mullion �y }L$p�, g 7qg' qI i q y q y qa ~ /op. �p8 $_ l$�Q�j, B_ q� q8 �_ y� pa i���i p {q SS p8 q2.i 8
a_ V 9 V (S � CJ 8�
ae t .99 to o� s• € €� t t' & r1 €g i . r
� 52G 411. `LG Q '2G � S•G
' 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1408 '1700451 170.0 1735 170.0 521 170.0 1983 170.0 521
1 481n 170.0 708 170.0 524 170.0 850 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 into 077 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680
1 50.625 In 170.0 747 170.0 663 170.0 8% 470.0 631 into 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 758 170.0 2391 170.0 756
54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1718 170.0 754 170.0) 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2650 170.0 861
1 601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.01 1417 170.0 944 Woe 1594 170.0 696 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2478 170.0 1083 '160.8 2680 170.0 7083
631n 170.0 830 170.0 745 170.0 1118 170.0 850 170.0 1302 1704 940 170.0 1488 170.0 1015 170.0 1673 470.0 1076 170.0 1859 170.0 1122 1170.0 2231 170.01 1169 166.71 2553 170.0 1171 X14&9 2553 170.0 1171
66 in 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 1704 1165 170.0 1948 170.0 1210 170.0 2338 170.01 7275 161.9 2437 Wile 1286 ,132.9 2437 170.0 1286
C 721n Into 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 770.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 ( 2184 170.0 1529 ,109.2 2184 170.0 1530
1 76 in 170.0 1122 170.0 937 1704 4348 170.0 1080 170.0 1570 170,0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1W8 106.1 1960 154.0 153$ 92.9 1960 152.7 1531
7
78 in 170.0 1751 170.0 967 170.0 1301 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1887 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 0&0 1861 137.6 1454
1 90 In 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 139B 101.6 1147 74.5 1398 89.8 1122 63.9 1398 62.7 1105 55.9 1398 78.9 1086
1 98 In 147.4 1229 151.5 1098 122,9 1229 127.8 1079 105.3 1229 111.2 1081 9212'19 98.9 1044 81.9 1229 89.8 1029 73.7 1229 82.4 4018 61.4 1229 72.2 993 52.7 1229 65.9 977 48.1 1229 62.1 967
1 1081n 103.5 971 105.8 877 88.3 971 89.0 882 744 971 77.2 849 184.7 971 NA 837 57.5 971 61.8 825 51.8 871 66.6 815 � 43.1 971 40.0 796 37.0 1 871 44.0 782 32.4 071 40.8 771
1 111 In 05.4 919 87.3 832 79,6 618 81.9 819 68.1 919 70.9 806 ,69. 919 62.9 794 53.0 619 56.7 704 47.7 919 51.8 774 i 39.7 919 44.8 758 34.1 1 919 402 742 29.8 619 37.1 732
1 1201n 75.5 766 76.8 716 62.9 786 64.5 705 53.9 786 65,6 695 47.2 766 49.4 686 41.9 786 44.4 677 37.7 786 40.5 60 31.6 786 34.9 653 27.0 786 31.0 641 23.6 786 28.4 631
1 144 in 43.7 548 442 504 38.4 546 37.0 408 312 546 31.9 491 27.3 546 282 485 24.3 548 28.3 476 27.8 546 22.9 474 18.2 548 79.5 464 75.5 546 77.2 455 13.7 648 15.5 448
TABLE 128 _ _ _ _ _ _ _ _ _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA:
I Anr'tor Capacity Table (Ids) ANCHOR CAP.,„,„,,.,
i
Substrate ' 2-7k Concrete 35kGae. Hollow CMU F9kdCMU PTWpO Mehl (DP_) X( )=ANCHORCAP•,
5'16" Elco 114" SS Elco 5'16" Elco 1/4" SS Elto 810 Steel 5412 Steel 1112 Steel MULLION CAP.,,n,.,a„
Anchor Clip Patterns I A1C0of Type 3'16" Elco Ullracon 7/4' Eka UOmcon ulttacon 3r16' Elco Ullman 1/4' EkoUllmcon AggreGalor llbrecon AggreGata Screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance on) V 2-112' 1" 2.712' 3-IRr t" I 2-112" 1" 2-1IT 2 3.118' 2" 0.48• 0.54" 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN
( Embedment gni tato" taro• 7ar4" 1-34" 2" 1-114" i 1-114" 1-114" 1-114" 1414" 14/4" 2' 14", 136' vanes ACTUAL PRESSURE REQUIREMENT FOR THE
==F -Anchors @ 4 75' Min, O.C. / Slanaam orpftsel C9p (Fig -1&2) 3901bs 390108 4501Ds 860lbs 1644 lbs -770105 280185 4 ws 740IDS $74 IDs 654 IDs 9461DS 341D 442 9s _ - 660 IDS OPENING, WHEN IT IS LOWER THAN THE MULLION
4Anchas@268"MIR O.0 I Stanflard(or Ot6et)Cvpflg. 4 740 IRS 740615 630 ws 1485 to 1424 lbs NAA 1560 IDs NIA 65 IDS NTA aeo is WA_ 682 IDS 8B5 IDS 1120 IDs CAPACITY (FROM THE TABLE) OF THE SELECTED
6Anchors Q 1.71" MIR O.C. / Standard (a OgsellClip (Me 41 885 IDS IT050110 758 IDS 1946 IDS N/A N/A 7051D5 N/A 799IDS NIA WA WA 1022lbs 1327 IDS 16M Its MULLION. IT WILL YIELD A MINIMUM ANCHOR
I 4Am"@31 Min. O.C. I(2) 26 Arae C9ps1(Ftg. 5) 78D IRS 760 IDS 6110 IDS 15W:bs 18M IDs (S4oro71 560165 NIA 760 IDS 748 IDS I See IDS 1892 Its 602 IDS Ba5IDS 1120 IDS CAPACITY WHICH MAY BE USED TO QUALIFY
I 6Anchors ® 3" Mln. 0.C.1 (2) AS Angle Clips / (Ing % 1170 IRS 1170 IDS 102010s 2340116 2844 IDS 6101Ds 1 940 545 NIA 11401DS 11221D5 ) 1320 IDs 2838 IDs 1022ibs 1327 ks 1680 Ns ADDITIONAL ANCHOR OPTIONS FROM THE
3Arcnors@1.34'Min- O.C. I ULtlp• Int0.125" Alum-Tq 7) NIA WA NIA WA N/A NAA I WA NIA WA NIA I WA WA N/A WA 007310 ANCHOR CAPACITY TABLE.
6Anchms@0.64, Mtn O.C. I UZ11p, mt0,125"Alum.(Flg 8) NIA WA NIA WA NIA NIA I WA WIN WA NIA I WA WA NIA WA 21-ZMs
I 2 Anchors @ 268" MIR O.CJ F CIp Ing 9) 370 lbs 37() IDS 315104 143 Its 712 IDS NAA I 260 IDs NIA 348 Its NIA I 440 IDs WA 341 IDS 442 IDS 560 IDS
I 3Anc hors @1.71" Min. O.C.1 F•Olp(Fig. 70) 443 IDS 1 525 IDS 379 IDs 073 IDS NIA NIA I 353 IDS WA 399165 NIA I WA ILA 611 lbs 66,11 ft WO RS
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4:
TABLE NOTES:
I• II •� �• •) • • �• • • •I 1) SEE
E SHEET 1 FOR INSTRUCTIONS
METHODS- ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
191
FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
•, • • • {* • • • • • I LTHE OCA IILLED IN
LD FOL OWING DIMENSIONAL RES3) MULLION AND MULLION CLIPS SHOWN TRICTIIONSS SHOWN ON SHE NOT TO SCALE, FOR EXACT TS 21-
3. FIGUR SE HOW SUGGESTED, APPROXIMASHEETS 21-23. HOLES TO BE TE HOLE
FIGURE T FIGURES: FIGURE 0:I FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
• • • • • (FIGURES 5&6) (CMU} SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
• • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 2"X 4"X.25" MULLION
IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
• • • • • THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
PRODOCT REVISED
as complying with dw Fk6h
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TABLE 13A
Mullion Capacity Table (Ibatfe)
Opening Width (forv6rtically-spaminp In Ilion) or Opening Height (for horizontally -sparring mullions)
501n 601n 70 In 80 in 90 in 100 in 126 M 1401n 160 in
Rectangular ^Trap/Triang. Rectengrlar Tmplidang. Reclengular TreplTiieng. RectengWer TraprTdang. Rectangular TrepTdang. Reclenguler Trep.?tlang. Rectangular lYepxTdeng. Reclengular TrepfTdeng. Raclenguler Treprtdang.
2 x 8 x .26 Loading Loading Loading Loading Loading Leading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading
Alum. Tubay �+ ^
m U a
Mullion
g`d��` vyagCCC^f• cvu@IImr c�Lcp, OawL°ev@rc°m ' os_w � aLw rcmy�w � cvrc@> yc Owv@e Ow dws v1 dgc vy8 LcR -cRi a o ¢_ ° dni Pvn VVVuon sni , cgR d8n3 8.
�8.5e dc°ni cLniU.�gr t C•�
dt3i
C LdR aw
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3 � L L O
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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 x170.0 1240 170.0 521 170.6, 1488 170.0 521 170.0 1735 170.0 521 170.01 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 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.01 1700 170.0 680 170.0 1983 170.0 860 170.01 2267 170.0 680
$0.625 In 170.0 747 170.0 563 170.0 8% 170.0 631 170.0 1046 176.6 684 170.0 1195 `1740 723 170.0 1345 170.0 747 170.0 1494 170.0 756 `17461 1703 `170.0 766 170.0 2002 170.6 756 17lLo 2391 570.0 756
1 64 k1 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 Mal 170.0 658 170.0) 1913 170.0 861 170.0 2231 170.0 881 ! 170.0) 2550 170.0 861
601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 870 170,0 1417 170.0 944 170.0 1594 170.0 906 170.0 1771 170.0 1033 170.01 2125 170.0 1083 170.0 2479 170.0 1003 '.170.01 2833 170.0 1061
631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 INS 170.0 1673 170.0 1076 170.0 1859 170.0 1122 j 170,01 2231 170.0 1169 170.0 2663 170.0 1171 •170.01 2975 1700 1171
681n 170.6 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155) 170.0 1948 170.0 1210 47 170.01 2338 170.0 1275 170.0 2727 170.0 1288: 170.01 3117 170.0 12W
0 72 In 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 13151170.0 2125 170.0 1387 1170.01 2550 170.0 1488 170.0 2975 170.0 1528 170.01 3400 170.0 1530
J 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 170.0 2019 170.0 1421 1 170.0 2243 170.0 1505 170A 1 2692 170.0 1629 170.0 3`140 170.0 1694 1170.01 3589 170.0 1 1705
78 in 176.0 1451 170.0 007 `176,0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2672 170.0 1474 170.0 2302 170.0 56.
1664 � 170.01 2763 170,0 1700 170.0 3223 170.0 1777 .170.0 3 170.01 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 1653 170.0 2391 170.0 1793 170.0 2656 170.01 1918 170k 3188 170.0 2125 101 3413 170,0 2273 ,136.51883 3413 170.01 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 1704 170.0 2550 170.0 1952 170.0 2833 170.01 2095 1 160,0 1 3`190 170.0 2338 137,1 3199 IWA 2470;120.0 I( 3199 156.11 2428
106 in 170.0 1594 170.0 5409 170.0 1913 170.0 1647 170.0 2231 570.0 1870 170,0 2556 170.0 2078 164.8 2781 170.0 2271 146.3 2781 161.9 2333 123A 1 2781 140.4 2281 105.9 , 2781 125,9 2234 ; 92.7 1 2781 116.0) 21001
i titin 170.0 1638 170.0 1454 170,0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2832 128,4 2186 07.6 1 2632 115.1 2128 85.4 1 2832 10(L3 1 2096
1 1201n 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1901 135.1 2252 141.4 1984 120.1 2262 127.2 1938 108.1 2252 118.1+ 1915 90.1 2252 99.8 1872 77.2 1 2252 68.9 1838 07.6 2252 81.4 1808
1 1441n 125.1 1564 128.6 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 152.5 15M 540 1330 44.7 ( 5564 49.2 1305 39,1 ( 1564 44.4 ( 1283
1
TABLE 138 Anchor Caroa^Itv Table Ilbal ANCHOR CAPACITY ADJUSTMENT FORMULA: ( Subsireter 2.Ik Corxirete 3.5k Cane. HWiowCMU Filled CMU PT Wood Metal (DP) ANCHOR CAP.,,,",,, ) X { } =ANCHOR CAP.,,
Anchor Type: 3718' Elco Ullman 114' Eke Ulaocan
5116" Elco &18"ElcoUl9acon 1!4" Elco UlUacon 114" 88 Eko 5116" Elco 114" SS Eko #10 8leel #12 Steel #12 Steel MULLION CAP.,"",,,.
Anchor Clip PatternsUnseenI AggreGalor Ullman AggraOator screw (c5) Screw (135) Screw {G5} USE THIS FORMULA TO OBTAIN THE "ANCHOR
Edge Distance (in) r 2-112" 1" 2-112• 3-1/8" 1" 2-112" r 2.112" 2" ! 3AW 2" 0.48" 0.54" 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN
Embedment gay. 1374' 1-3/4" 1-3/4" 1.314• 2' 1-1/4" 1-1/4" 1-1/4" 1.114" 1 1.114' 1-174' 2' 1316" 13/8" }edea ACTUAL PRESSURE REQUIREMENT FOR THE
r2Anchors®4.76"MIn.O.C.7 SlaMard or O6sel Clip (Fp. 182). 3901bs-3901bs-4501bs- g901bs 18441ba 2701bs 2801bs 3541ba 74gli 1 37 "1 -664 lbs 946 lbs 3411bs 4olbs 421bs S6OPENING, WHEN IT IS LOWER THAN THE MULLION
I 4 Anchors @ 4.68" Min. O.C, / Standard (orOeaet) Clip (Fig. 3) 780 fits 760 lee 960 roe 1780 lbs 3232 W 540 8ts568His 708 IN 1480 @s ( 746 lbs 1272153 1892lbs 692 has US lbs 1120 The CAPACITY (FROM THE TABLE) OF THE SELECTED
8 Anchors ®1.71"Min. O.C. 1 Standard (or Offset) Clip (Fig. 4): 1180 lbs 14001bs 10101ba2595 We WA WA I 940 lbs WA 1065lbs WA N/A WA 13631bs 177014s 2240 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR
1 4Anchors 0 Y Min O.0 t (2)2x5Angie Clips / (Fig. 5}: 780 ass 780 Ws 680 lbs ) 1560 lbs 18% His 540 Its ) 568 to$ WA 760 lbs 746 lbs 880 lbs 1892 lbs 682 Ills 885 go 1120 The CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anchors Q 3" Min. O.C.1(2) 2x5 Angle Clips } (Fig. 6)' 1560 lbs 1560 We 13601bs ' 3120 lbs 3792 lbs 1080 Ito 1120 The WA 15201bs 1496 lbs 1760 lbs 3784 lbs 13631bs 1770 lbs 2240 gas ADDITIONAL ANCHOR OPTIONS FROM THE
( 12 Awhors @ 1.5 Min O.C.1 (2) 2x5 Angle Clips / (Fig. 7}: 1660 lbs 2100 lbs 1440 the ( 3780 Ibis WA WA 1320 We WA 1500 be , WA i WA WA 2045 the ) 2654 Sts 3360 are ANCHOR CAPACITY TABLE.
4 Anchors @ 1.34" Min. O.C,1 U -lip, Into .125" Alum. (Fig. 8) WA WA WA I WA WA WA WA WA WA I WA + WA WA WA I NIA 1430 lbs
8 Anchors @ 0.64" Min. O.C.1 U Clip, into ,1125' Alum. {Fig. g}: WA WA ) WA WA WA WA WA WA ( WA ( WA ) WA WA WA N/A 2861 His ( i ---2.000"--i
2 Anchors @ 4.68" Min O.CI F -Clip (Fig. 10) 390 lbs 3901bs I 450 lbs 890 lbs 1616 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 Re ( 636 lbs 9481bs 341 lbs' 442 lbs 560 lbs I --
I 4 Anchors 01.71" Min, O.CJ F -Cap (Fig. 11}' 590 Ws 700 Bts 1 505165 1298 His WA WA 470 tors WA 533 gas WA I WA WA 682 It's i 895 gas 1120 IW
.250"moi -_
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: :IGURE 10: =IGURE 11:
• • • • • ♦ 1 • •i �ia s F j7-
6
• • • • ••
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • r • • • 5-7)
MUST BE
• • • • i • • i USED IN
PAIRS.
f) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL
BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2"X6"X.25"
MULLION
6.0)0"
Pi4t3DUC"r REV ISIED
as complying with the F104ide
Building Code
Acceptaticc No {G-023$•03
B Mir Date 7�p )
By
Miam' ttroduct
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TABLE 14A
®N n
Mullion Capacity Table (ibslie)
Opening Width (tor vertically -spanning mullions) or Opening Height (for horizontally-Sparlring mullions)' k+< a
5010 6010 70 In 6010 9010 100 in
120 In 1401n 160 In o
Rectangular TrapRdarg, Recfiar4)War TrapTdang Raotangutar ira{YTriang. Rectarguiar Tiap`rrfarg. ReelargWar Tr4prirfarq. RecfargWar TrapTtiarp. Rett taf TrapiTdarg- RectalgWar TrapTdang. i Rectangular Traprrdong o$ F
7.28"%2.11" Loading Loading Loading Loading Loading Loading Ldatlulg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loatling o a -g w
x .12b•' Alum o' U
Tube Mull 8 g 14 A 8 B g $ S g 5 S a B A g rG v
����:
�E c' cTv �E c' c tG $ ,�OcE Cory t $ ryC c N M
U V V U V = U 3 V L Q
�&4s&
42 in 144.2 526 167.0 428 520.2 S26 148.9 479 103-0 S26 138.9 414 90.5 52d 134.6 411 &!.1 526 534.1 411 725 526 134-1 411 60.1 526 134.1 411 51.5 526 134.1 415 45.1 526 134-1 411 0 W
481n 96.6 403 108.0 333 80.5 403 94,7 325 69.0 403 86.4 320 60.4 403 81.4 317 53,7 403 79,1 1316 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 302 403 78.6 314 I J W
150 625 in 823 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 259 51.5 382 67.2 288 45.7 362 64,6 264 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 2 _
54 In 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 258 424 318 635 253 37-7 318 50.8 250 33.9 $16 49.5 249 28.3 358 49.1 248 24.2, 318 49-1 248 21.2 318 49.1 248 I LU Cy O 0
6010 49.5 250 53.1 219 41.2 256 45,7 254 35.3 258 40,7 210 30,9 258 37.2 207 27.5 258 34,91 204 24.7 256 33.4 203 20.8 258 32.2 201 17.7 258 322 201 16,5 1268 32.2 1201 I (0U)
4 234 26.5 183
J I 631n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.6 lag 23.7 234 29A 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 583 i 13.� W _j
2 6610 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 23.8 176 23.2 253 27.0 173 20.6 213 25.5 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3) 213 220 166 11.8, 213 22.0 166
` 72 in 2&6 179 30.1 155 23.9 179 25.6 152 20.4 179 225 149 17.9 179 203 147 159 179 18.7 145 I I I z _I '$ c
7610 24.3 161 25.4 140 20.3 161 21,6 137 17.4 185 19,0 135 15.2 161 17.0 133
J£
76 In 225 152 23-6 133 16.8 152 19.9 531 16.1 162 17.5 428 ' ' ' Q. U �
r
TABLE14B r r
Z Q rn 8
I AnchorCepacity Table (Lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N
ANCHOR CAP.,"."„�" I x 00 o
i Su0str4te 2.7k Concrete 3.5K Cmc- Hopow CMU FM WCMU PT Wood Metal (DP ,) X � > -ANCHOR CAP.„ to r ti CD '
Anchor 5x16" Elco 114' SS Eko 6116"Elco 114" SS Elco #10 Steel #12 Steel #12 Steel MULLION CAP., „,., � r N o
Type 3/16"Eko Ullmm 114' Elco Ullracm 3/16, Elco Uamcon 1/4' Ek Ullfacm
AnehorCBp Petteme Unum I AggreCa![r Ullman AggreGator Screw(G5)) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR LU N
I Edge Dlslance(nj 1" I 2-12' 1" I 2AM 3-1re^ 5^ I 2-112' 11 I 2.112• I 2• 3-1m Y o.48^ I o 64" o.324• CAPACITY REQUIRED" CORRESPONDING TO AN Ix x j �
I Embe3neol Mi 13'4' V 1-3/4' 1441' 1,314" r 1414' Il 1-1/4" 1-114" 1.1x4^ �1-114• 14/4' 2" 1-3R" ! I -war vales ACTUAL PRESSURE REQUIREMENT FOR THE l_1 (0 Q
4 Anchors @ 3" Min- D.C. I (2) 2K5Angle Clips / (Fig 1) Tao lDs-7801bs--66-108 15W lbs IM 14s 540 ibs� 6§01- WA �7601os 7481 8601bs �8021bs ' 662 @� Lbs 14301Es OPENING,
WHEN FRQMIT IS LOWER THAN THE
OF THE SELECTED Q d E r Z O
MULLION, IT WILL YIELD A MINIMUM ANCHOR �a m0 S:0
CAPACITY WHICH MAY BE USED TO QUALIFY w Y � w ma,
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
5 RGA)kJCT REVISBD
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
FIGURE I:
5
us complying with the Floriib
Building Code
Aemplance No 3
ijII 1I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
i
N.xpnatron Dat ljj�Q t
r
( (( HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
2.116"
By
I I II FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
i
Mi IOd,
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
,, ,, �'
• \� •
),1.I,1i,1
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
"-�'T
\ `(
_ (�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
I
��G�-i`I
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
126" X 211"X . 125" MULLION
. .(INTEGRAL
P -'
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
FIN MULLION)
= -r: ; N �, 1;8705
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.&
:-
(� b
5i„fr=Ur .. ..
A. LYhIN/MILLER, P.E.
FL P.E.# 58705
TABLE15A
Mullion Capacity Table ([bate)
Opening Width (for vertically-spennirg rrtiiolts) or Opening Height (for horizorgely-spanning millions)
50 in 601n 701n 601n 901n 1001n 1201n 1401n ISO In
Rectangular 7rep+l1lang. Rectenguiar 7rap/Tdang. Rectangular Trepri`deng. Rectangular Trap?dang. Rectangular Trepr'rriang. Rectangular Tmprrdang. Rectangular Trepraieng. Rectangular TisplIdeng. Rectangular TrapfTdong.
3.25' 39 Leading Loading Loading Loading Loading Lancing Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loadng
DEG. AL
P
's.2 E � L€BAYMULL l 2
a8s18
2 5
�$
fig, g
as d` frc� circ d` �t rc� d"rc d` E d`rc� do a� d d gtS dreg' as E dig cid 2rc
421n 170.0 620 170.0 435 170A 744 170.0 478 170.0 868 170,0 506 170.0 992 170.0 519 170.0 1916 170.0 521 170.0 1240 1760 521 170,0 1488 170.0 521 170.0 1735 170.0 521 1149.1 1740 170.0 521
48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170A 1133 170.0 661 170.0 1275 Vile 677 170.0 1417 170.0 680 162.2 1522 170.0 680 130.6 1522 170.0 680 ''114.2 1522 1 170.0 680
50-625In170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 766 117.3 1443 170.0 756 •,102.6 1443 1170.0 756
641n 170.0 797 170.0 612 170A 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 160.4 1353 170,0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 SO 90.2 1353 170.0 661
601n 170.0 885 170.0 701 1700 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.6 944 129.9 1218 159.6 936 116.9 1218 152.1 924 97.4 1218 146.1 913 535 1218 146.1 913 i 73.1 1218 MA 913
63 In 170.0 930 170.0 746 170.0 1118 170.0 850 150.2 1160 168.8 933 131.4 1160 153.0 914 iW8 115(1 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 Sri 75.1 1150 126.2 870 65.7 1,160 126.2 870
r� 661n 170.0 974 170.0 789 152.4 1048 165.8 681 130.6 1048 146,6 864 114.3 1018 133.1 850 101.6 1048 123A 039 91.4 1046 116.6 630 76.2 1046 109.4 821 65.3 1048 108.2 818 57.1 1048 1082 gig
m 1 72 in 140.6 660 147.9 764 117A 880 126.0 748 100.6 880 110.8 734 88A 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 68.7 886 79.2 693 50.3 866 76.5 688 , 44.0 860 76A 688
J ( 761n 119.7 790 125.1 690 99.8 790 106.4 676 65.5 790 93.3 663 74.6 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 824 42.8 790 62.1 619 37.4 790 61.5 617
i 781n 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 65.9 632 69.2 750 77.1 621 61.5 750 70,8 612 $6.4 750 65.7 605 418.2 750 59.4 594 39.6 750 56.2 586 ' 34.6 750 55.5 5116
901n 72.1 563 74.4 500 60.1 563 62.9 491 51.6 663 64.8 483 45.1 563 48.9 475 40.1 663 "A 466 36.1 663 40.9 462 . 30.0 563 36.2 452 25.8 663 33,3 445 1225 563 31.8 442
96 M 69.4 496 61.1 443 49.5 495 61.5 435 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 j 18.6 495 25.0 390
i081n 41.7 391 42.6 353 34.8 391 35.9 348 29.6 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315
III 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 Me 19.2 370 20.9 312 = 160 370 18.1 305
' 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 260 19.0 317 19.9 276 16.9 317 17.9 273
I" In 17.6 220 17.8 203
TABLE 150 Anchor Capacity Table {Ibs} ANCHOR CAPACITY ADJUSTMENT FORMULA:
I �
I Substiele:
2.7k Concrete
Filled CMU
3.5k Coac,
Metal
114" Eko Uitracon
114" SS Eko
Anchor Type:
3116 Elco UlUacon
1!4" Elco Uttracon
5+16' Eko
3 10" Eka
UlUecon
Anchor Clip Patterns
Ultmeon
AggreGalor
Screw (G5)
Screw (G5)
Screw (G5)
UlUacon
2'
3.418°
Edge Distance gnj
1'
2-U2°
f"
( 2-W
3410°
V j
2-1/2*_
L Embedment (in):
1J/4"
1-314"
1-3/4°
I 1.3/4"
2'
1.114' li
1-
_2 Anchors 6" Min -OZ. 1(2j 2x6 Arrgte Gips t (Fig. 1):
"39-0 It's
390 bST
450 Fbs896
ka
1700 �s
27015s
_28-0ibs
4 Anchors @ 3.5" Min. O.C. / (2) 2x5 Angle Clips/ (Fig. 2f
78011ps
780 lbs
I 790 lbs
1870 lbs
2525 lbs
540 lbs
5601bs
8 Atmhm Q 2.71' Min O.C. t (2) 20 Angie Clips t (Fig 37:
1120lbs
1120 Ips
j 958 los,
2246Hoe
2254 flas
NIA
840 Its
FIGURE 1:
• 11 •
FIGURE 2:
1• •I1• •
FIGURE 3:
1• 0 •I1• a •1
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
iZ°Tei111111111100- R
Hollow CMU
Filled CMU
PT Wood
Metal
114" Eko Uitracon
114" SS Eko
5/18" Eko
114' SS Eko
#10 Steel
#12 Steel
#12 Sleet
AggleGalu
Ultmeon
AggreGalor
Screw (G5)
Screw (G5)
Screw (G5)
1" 2-Irr
2'
3.418°
2'
0.48'
0.54" )
0.324'
1.114"
1.114"
1.1/4'
2'
law
1-3t8"
%dos
354 ibs 740 9rs
374105
720 ibs
848 lbs
34f ibs
442105
580145
N/A 1120lbs
748 lbs
860lbs
1892lbs
682lbs
8851bs
11201bs
NTA ( 10591bs
NIA
1320 lba)
WA
1022 We
1327 Vice
16806S
1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .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.
(DP) X ( ANCHORMULLION CCAAP.P.,,,"„e„,,,E ) _ANCHOR CAP.,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
f5
30° J
3.2550"
30" BAY
MULLION
l�RODIICT REVISED
as complying with I4fe Flo"
Building Code
Acoeplance No }�"'O')g.G}
F pindion Data ?0321
By
Mi Dade Product
;i
o `.10765
y � 1Cr -A of
A. LYNN MILLER, P.E.
FL P.E.# 58705
<
O
e
4 K
Z m
U
o�
J
LL
to
N
U)
Z
and U)
O
J
M
of (h
111
Q O
l-"
to (4 U)
C3 J
m
_Z
U) $g
7)9
Q
Q
z
ZZ �
Q W 0p
C'4 r
I-
4n
W aZ .�
W 8
UJ
0�o
to (n
OM
a 0 0
c
Via
Z1'Os:O
l�RODIICT REVISED
as complying with I4fe Flo"
Building Code
Acoeplance No }�"'O')g.G}
F pindion Data ?0321
By
Mi Dade Product
;i
o `.10765
y � 1Cr -A of
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 16A
Mullion Capacity Table (ibste)
Opening Width (for ver ically-sperrirg millions) or Opening Height (for hodmrlla*spamirg millions)
501n 601n 701n 80 in 901n 100 in I 1201n 1401n 180 In
Rectangular - Trap+Tdang. Rectangular TraprTdang. Rectangular TreptTdang. Rectangular TrapfTdang. Rectangular Trap+Tdang. Rectangular Tiapridera Reotengudar TrapfTdmng. Restalquer TmpTdnng, Rectwwwar Taptrdang.
3.26' 45 Loading Loading Loading Loading Loading Loading Los Ing Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading
DEG.AL a x a z y a
SAYMULL
n c m�.
a Ua U U C`i <3o U U U U a CSa U U U Ua a il Uv U (`� f�c <3 79n
g cK c dr K �8 c dr Kw g ¢ fly 4�"R'c K is u $ dr LL� c qw qwq �'
_ ¢d^ c K ¢ rc
d2 in 170.0 820 170.0 835 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521' 170.0 1240 170.0 521 170.0 1488 170.0 521 170 0 1735 170.0 521 160.3 1871 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 170.0 681 170.0 1275 179.0 677 170.0 1417 170.0 680 163.7 1837 170.0 880 140,31 1637 170.0 660 122.8 1637 170.0 880
1170.0 747 170.0 563 170.0 898 170.0 631 170.0
46 170.0
170.0 691
V00 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1 170.0 756 128.1 1 1552 170.0 750 110.4 1552 170.0 756
60.625 (n
170.0 612 170.0 958 170.0 1118 170.0 7544
54 In170.0 797 170.0 1275 170.0 803 170.0 1434 170.0 037 155.2 1455 170.0 856 129.3 14551 170.0 661 110.81 1455 170.0 861 97.0 1455 170.0 861 `
60 in 170.0 585 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 ' 1309 157.1 982 78.6 ( 1309 167.1 982
631n 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 184.5 983 126.7 1247 152.6 985 114.0 1247 144.3 952 95.0 12471136.2 830 61.4 1247 135.7 935 71.31 1247 135.71 935 1
68 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 i2g.9 1190 147.0 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 898 74.2 1190 118.1 893 64.9 1190 118.1 893
m72 in 161.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.8 817 80.8 1010 98.9 807 67.3 1 10101 90.8 795 57.7 1014 87.6 790 50.5 i 1010 87.7 769
781n 137.4 906 143.6 792 114.5 906 122.0 775 98.1 905 107.1 761 85.9 906 08.2 749 76.3 900 88.2 738 68.7 980 82.3 729 57.3 1 908 1 74.7 716 49.1 908 712 1710 � 42.9 1 908 70.6 1708
781n 127.1 861 132.5 754 105.9 861 112.5 738 00.8 861 98.0 725 79.4 861 86.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 661 68.1 681 45.4 881 64.5 875 39.7 1561 63.7 1672
' 901n 82.7 646 85.4 574 68.9 648 72.1 564 59.1 646 62.9 554 51.7 60 56.1 545 46.0 646 50.9 537 41.4 648 47.0 530 34.5 646 41.5 $19 29.5 648 38.2 511 25.9) 648 36.5) 507
96 in 68.2 568 70.1 508 58.8 588 59.1 499 48.7 588 51A 491 42.6 506 45.8 483 37.9 568 41.4 476 34.1 588 38.1 470 25.4 1 588 33.4 459 24.3 568 30.5 1 452 � 21.3 1 568 28.7 1 447
1081n 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 We 1356
111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.0 425 20.1 367 24.5 425 26.2 362 22.1 425 24.0 358 18.4) 425 20.7 350 15.8 425 18.6 343 '
120 kr 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 384 20.5 313 17.5 364 18.7 309 I{
1441n 20.2 253 20.4 233 16.8 253 17.1 230 1 I 1 1 1 1
TABLE 16B
I Anchor Capacity Table (lbs)
Substrate:
2.7k Concrete
3.5k Conc
Hollow CMU
Filled CMU
PT Wood
Metal
Ancho Typa
3 18 Elco Ui mcq
1/d" Eico
Uibacon
5116, Else
U16'
318° Eka
Ult acM
174° Eke UOmcon
SS Eke
5116' Eloo
114" SS Elco
#t0 Sleet
#12 Steel
912 Steel
Anchor Clip Patterns
I
L!I
LU2
Unseen
U.1
6In ' O
AggleGetor
Ultmcon
AggraGalor
Screw(G5)
Screw(G5)
Screw(G5)
Edge Distance (in):
V
2-112"
1`
2-1/2'
3118"
1`
2-12°
1" ( 2.12'
2"
3.119"
2"
0.48"
0.54"
0.324"
I Embedment (in)
1.3(4"
1-3/4"
1-314" I
1.3/4'
T
1-114"
1-114"
1-114' I 1.1/4"
1-114'
1.1/4"
2"
13/5'
1-318"
%des
2 Amhx$ 4$ 5" ?tin. O.C.1(2) 22x5 Angie CNps u (Flg. 1}:
390 U
38u lbs
450 9is,
890lbs
17001us
270lbs
28614s
3S+} lbs T401bs
374 @s
7201bs
9481bs
Ml ks
4421bs
580 ihs
4 Anthem Q 3.5" Min. O.C. / (2) 2x6 Angle Clips I (Fig 2):
780 lbs I
780 Ica
790 lbs
16701bs
2525 )as
540 lbs
5601bs
WA 1If1120lbs
748 His
880 lbs
18W lbs
682 Jos
885 gas
1120 lbs tf
} 6 Amhm @ 2.71' Min O.C. / (2) 2x5 Angie Clips I (Fig. 37
11201bs I
1120 lips
958 IDS�
2246 lbs
2254 lbs
NIA
I 840 as
WA
1059 lbs
WA
1320 lbs
NIA
1022 lbs
1327 Ins
1680 Lbs i
FIGURE 1:
• 111 •
FIGURE 2:
1e •I1• •
FIGURE 3:
I• •IIa •(
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEO
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 6,90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,) X ( ANCHOR CAP.,,,,,_) =ANCHOR CAP
MULLION CAP.,,,,,,,,/
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
as Complying with Ilse Florida
Huitding Code
Acceptance No 1(0.021$.03
FxiraiinnDate 2�Oii
By
Mian' do PtOdect
o 4q.
A. LYN�Im) 'ER; P.E.
FL P.E.# 58705
o
`i~3co
F
w
o
LO
GV
`w m
Z
O
F-
L!I
LU2
U.1
6In ' O
a
=
I-
(0
2
W J
m
Z
U)
Z
Z
a
ZQ
Q p
Q
m Z
fn
05
W 0
�
Jnr o 0
0p W
F-
rp
O
a
O
Z
o�
a
W to
1�01~O
m
PRODUCT REVISED
as Complying with Ilse Florida
Huitding Code
Acceptance No 1(0.021$.03
FxiraiinnDate 2�Oii
By
Mian' do PtOdect
o 4q.
A. LYN�Im) 'ER; P.E.
FL P.E.# 58705
1" X 2" X .125" MULLION
6063-T6 ALUM.
X -SECTION
1.000" �--
1.375"
25"
2.0)0"
1"X 2"X.375' MULLION
6063-T6 ALUM.
X -SECTION
r--.125"
STANDARD CLIP
6063-T6 ALUM.
2.000" X -SECTION
r
x.125"
1
..,....u,...../..0/.rill r�..............l
5.500"
CUT HERETO .375"
.375" 3'125"y _ CREATE F -CLIP, SEE MIN.
MIN. r DETAIL F, SHEET
I
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/16".
5.500" I r MIN.
.375"
MIN. I it
------------- -
I I
I I
I I
I I B
I r------�,Do I
I I I I
C OFFSET CLIP
125 6063-T6 ALUM.
I TOPVIEW
.740"--+
q
-1 1..%000" �-
%- .125"
2.750"
.375"
T
VX 2.75" X.375" MULLION
6063-T6 ALUM.
X -SECTION
2.1.25-
U -CLIP
6063-T6 ALUM.
X -SECTION
r
125"rI ^�
- .740"
338" IN.
U -CLIP
} 6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116".
TABLE B
-� 1.000"
r
i
2.750"---�--.125"
i
i
i
i
�"
VX 2.75" X .650" MULLION
6063-T6 ALUM.
X -SECTION
1-1.0000"-I
,
,
,
,
i
r
i
i
I
1"X 3.125"X.6" MULLION
6063-T6 ALUM.
X -SECTION
--'1 1-.125"
2X5 ANGLE CLIP
6063-T6 ALUM.
2.000" % X -SECTION
,
125"
i
1-1.250"-1
.125"
3.138"
.265"
r
1.25" X 3.188"X.265" MULLION
6063-T6 ALUM.
X -SECTION
5.000" -'
"---------------375" MIN. �-
A - - - -
-----� 2X5 ANGLE CLIP
_ 6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16".
Mull Dimension (sheet#)
1.000" f--
Std. Clip
i
U -Clip
Angle Clip
2.000"
66605
666113M
6661118M
666243M
666511M
1" X2" X.375" (6)
S .125"
666114M
6661119M
r
1" X 2" X .125" MULLION
6063-T6 ALUM.
X -SECTION
1.000" �--
1.375"
25"
2.0)0"
1"X 2"X.375' MULLION
6063-T6 ALUM.
X -SECTION
r--.125"
STANDARD CLIP
6063-T6 ALUM.
2.000" X -SECTION
r
x.125"
1
..,....u,...../..0/.rill r�..............l
5.500"
CUT HERETO .375"
.375" 3'125"y _ CREATE F -CLIP, SEE MIN.
MIN. r DETAIL F, SHEET
I
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/16".
5.500" I r MIN.
.375"
MIN. I it
------------- -
I I
I I
I I
I I B
I r------�,Do I
I I I I
C OFFSET CLIP
125 6063-T6 ALUM.
I TOPVIEW
.740"--+
q
-1 1..%000" �-
%- .125"
2.750"
.375"
T
VX 2.75" X.375" MULLION
6063-T6 ALUM.
X -SECTION
2.1.25-
U -CLIP
6063-T6 ALUM.
X -SECTION
r
125"rI ^�
- .740"
338" IN.
U -CLIP
} 6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116".
TABLE B
-� 1.000"
r
i
2.750"---�--.125"
i
i
i
i
�"
VX 2.75" X .650" MULLION
6063-T6 ALUM.
X -SECTION
1-1.0000"-I
,
,
,
,
i
r
i
i
I
1"X 3.125"X.6" MULLION
6063-T6 ALUM.
X -SECTION
--'1 1-.125"
2X5 ANGLE CLIP
6063-T6 ALUM.
2.000" % X -SECTION
,
125"
i
1-1.250"-1
.125"
3.138"
.265"
r
1.25" X 3.188"X.265" MULLION
6063-T6 ALUM.
X -SECTION
5.000" -'
"---------------375" MIN. �-
A - - - -
-----� 2X5 ANGLE CLIP
_ 6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1/16".
Mull Dimension (sheet#)
Mullion
Std. Clip
PGT Part #
Onset Clip
U -Clip
Angle Clip
1" X2" X.125" (5)
66605
666113M
6661118M
666243M
666511M
1" X2" X.375" (6)
666006
666114M
6661119M
666244M
666512M
1" X 2.75" X.375" (7)
66607
666115M
6661120M
N6245M
666513M
1" X2.75" X.650" (8)
66608
666116M
6661121M
666246M
666514M
1" X3.125" X.500" (9)
66637M
6661116M
6661114M
666242M
666515M
1.26'X3.1188" X.265" (12)
66641M
6661117M
6661113M
666241M
666516M
1.26" X 2.11" X .125" (18)
69370
N/A
N/A
N/A
666517M
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 & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
I--1.266"-1
2.116"
S x.125"
1.26"X 2.11" X .125" MUILLION
6063-T6 ALUM.
X -SECTION
TABLE A
IDlmension Value (in)I For Mullion:
A
1.625
2" Xuminumum
B
2.65
I1"
N
Aluminum
C
0.895
Tube Mullion
D
0.740
{I! A
1.125
Ir -
J
J
1" X 2" X.375"
B
2'404
=
Aluminum
C
0.635
Tube Mullion
D
0.490
F-
A
1.875
J
B
3.000
1" X 2.75"" X
C
E
0.757
.375Aluminum
D
1.118
Tube Mullion
E
.450 Min.
sW
rcZ
A
1.312
1" X 2.75" X
B
3.000
.650"
C
0.476
Aluminum
D
E
0.836
Tube Mullion
A
2.000
Z" ❑
1"X3.125"X
B
2'637
.500" Alum
C
0.863
Tube Mull
D
1.137
(n
A
2.625
1.25" X 3.188'
B
3.262
o
�c 3iY
X.265" Alum
C
0.862
Tube Mull
D
1.762
1.26"X2.11" X
A
1.813
.121" Alum
Tube Mull
5
o
cs r
w
U
FRODUCT REVISED
as complying with 0a Ft®n*
Building Code 14-O"zla•o3
Acceptaz�cc No
pirali Dale
By _ �6 ! /
Mian Dndc ProduM
LYNN .....
�U•'-gPISF
"U((I�llllb . L1JE 01=
/r
Pi OR\
A. LYNNIfy�JLE.
FL P.E.# 58705
LL
N
U)
a
O
Ir -
J
J
W
W
=
W
Q o°
O
M
Z co
F-
I-
O
J
Z
z
LU 6 m
z
x
o�
O 3
o v
sW
rcZ
J
O
F-
U Q
o
Q
Z Z C0
0
Z" ❑
❑
�
� Y
Y
J U1
(n
Q..�
Z (n
N
�a
mOs.O
o
�c 3iY
m�
i
FRODUCT REVISED
as complying with 0a Ft®n*
Building Code 14-O"zla•o3
Acceptaz�cc No
pirali Dale
By _ �6 ! /
Mian Dndc ProduM
LYNN .....
�U•'-gPISF
"U((I�llllb . L1JE 01=
/r
Pi OR\
A. LYNNIfy�JLE.
FL P.E.# 58705
am
1.000" r-
i' X 4" X.125'
MULLION
6063-T6 ALUM.
X -SECTION
-- 1.000" �-*-
'Pull
4.0)0"
25"
.125"-�•.�---
.125" L
'375'
VX 4"X.375"
MULLION
6063-T6 ALUM.
X -SECTION
:a d�
3.230" 3.
rt x.100"
aag4?,may yp7lc.:
t7m2a'6�.100"
--1 .820" H -
1.25" X 3,25" X.100"
MULLION
6005-T6 ALUM.
X -SECTION
1.062"--1
063" .385
.osz°
.062"-,--
.4
4.0
]0"
2 25"
.6
•375
i' X 4X.375"
"T" -MULLION
61$3-T6 ALUM,
3'•4"
_ .100"
624"
--1 .820" h--
1.25" X 3.25" X .624'
MULLION
6005-T5ALUM.
X -SECTION
30" BAY MULLION
6063-T6 ALUM.
X -SECTION
.228 �-,981" -4
NOTES:
3.250745° BAY MULUO
(l7rJ'l 6063-T6 ALUM.
X -SECTION
X -SECTION
0
100"
--I .820" 1-
1.25" X 194'X.624"
MULLION
6005-T5 ALUM.
X -SECTION
T
.226"-
I ;
125" STANDARD CLIP
2.000" , 6063-T6 ALUM.
i �I X -SECTION
t ;
' II �r125"
.740"
-.125"
I ;
i 2.125"
2.000" 2X5 ANGLE CLIP
U -CLIP
6063-T6 ALUM.
i 6063-T6 ALUM. X -SECTION
X -SECTION �.125'-
5.500"
CTO
.375"__3.125- ---j _ CRREATEEATEF-CUP, SEE •375"
MIN. I j DETAIL F, SHEET 4
i i i i 1
I i I I
I I I I
i i I i
I I I I I
�
2.875"-1- - -- - 4 - --t - -
I I I
I I I I F
I I I i i
I I I 1
I I I I
I I I i
I I I I
y 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"
.375"_ a 375"
MIN. I (1_
i I i I
2.25011 I i O
I I I H I
I I I I
I i I f
q) OFFSET CLIP
•125 6063-T6ALUM.
740" ---F_�l TOPVIEW
q
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.
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE _
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER; ANCHOR DIAMETER + V16". -
G.000" 375"
-A _ _ Ij MIN.
T.375" 1
CENTER OF r ----- -- -- --'-- - - _i -- .375"
ANCHOR HOLE j i MIN.
MUST LIE WITHIN I
THE DASHED i
F BOUNDARY. SEE I
SHEETS 5-20 FOR
- i-� THE ANCHOR O.C. F -- j - - - - - -- - -�-- -
DISTANCE. I 1
MAXIMUM i
ANCHOR HOLE I
i DIAMETER: i r
ANCHOR
DIAMETER + 1116'. t_-_ ----- _---------- -r
2X5 ANGLE CLIP
U -CLIP 6063-T6 ALUM,
6063-T6 ALUM. TOPVIEW
TOPVIEW
TABLE C
Dimenalon Value (In) For Mullion:
F ..687 1' XX 4" XX
{ G 1.000 .125"
H 2.650 Aluminum
I 3.000 Tube I'
Mullion
I F 3.187 1" X4" X
j G 0.757 .375"
H 2.430 Aluminum
1 3.000 Tube & or
F ( 2.250 1.25" X 3.25"
G j 0-750 X.100"
H { 1.500 Aluminum
1 { 3.250 Tube Mullion
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
Z � ED
U)
O
� Z
73 L_j
03 o� O
i=- m
to
z
Z
Z Ill z m
W
(L Z
Q J cr
Z C) Q o1 zz
1¢- Z Z00 o
Q g C)
ZN
O
Ix
U Z O O
m
o ie o�a�
' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
3'•4"
_ .100"
624"
--1 .820" h--
1.25" X 3.25" X .624'
MULLION
6005-T5ALUM.
X -SECTION
30" BAY MULLION
6063-T6 ALUM.
X -SECTION
.228 �-,981" -4
NOTES:
3.250745° BAY MULUO
(l7rJ'l 6063-T6 ALUM.
X -SECTION
X -SECTION
0
100"
--I .820" 1-
1.25" X 194'X.624"
MULLION
6005-T5 ALUM.
X -SECTION
T
.226"-
I ;
125" STANDARD CLIP
2.000" , 6063-T6 ALUM.
i �I X -SECTION
t ;
' II �r125"
.740"
-.125"
I ;
i 2.125"
2.000" 2X5 ANGLE CLIP
U -CLIP
6063-T6 ALUM.
i 6063-T6 ALUM. X -SECTION
X -SECTION �.125'-
5.500"
CTO
.375"__3.125- ---j _ CRREATEEATEF-CUP, SEE •375"
MIN. I j DETAIL F, SHEET 4
i i i i 1
I i I I
I I I I
i i I i
I I I I I
�
2.875"-1- - -- - 4 - --t - -
I I I
I I I I F
I I I i i
I I I 1
I I I I
I I I i
I I I I
y 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"
.375"_ a 375"
MIN. I (1_
i I i I
2.25011 I i O
I I I H I
I I I I
I i I f
q) OFFSET CLIP
•125 6063-T6ALUM.
740" ---F_�l TOPVIEW
q
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.
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE _
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER; ANCHOR DIAMETER + V16". -
G.000" 375"
-A _ _ Ij MIN.
T.375" 1
CENTER OF r ----- -- -- --'-- - - _i -- .375"
ANCHOR HOLE j i MIN.
MUST LIE WITHIN I
THE DASHED i
F BOUNDARY. SEE I
SHEETS 5-20 FOR
- i-� THE ANCHOR O.C. F -- j - - - - - -- - -�-- -
DISTANCE. I 1
MAXIMUM i
ANCHOR HOLE I
i DIAMETER: i r
ANCHOR
DIAMETER + 1116'. t_-_ ----- _---------- -r
2X5 ANGLE CLIP
U -CLIP 6063-T6 ALUM,
6063-T6 ALUM. TOPVIEW
TOPVIEW
TABLE C
Dimenalon Value (In) For Mullion:
F ..687 1' XX 4" XX
{ G 1.000 .125"
H 2.650 Aluminum
I 3.000 Tube I'
Mullion
I F 3.187 1" X4" X
j G 0.757 .375"
H 2.430 Aluminum
1 3.000 Tube & or
F ( 2.250 1.25" X 3.25"
G j 0-750 X.100"
H { 1.500 Aluminum
1 { 3.250 Tube Mullion
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
Z � ED
U)
O
� Z
73 L_j
03 o� O
i=- m
to
z
Z
Z Ill z m
W
(L Z
Q J cr
Z C) Q o1 zz
1¢- Z Z00 o
Q g C)
ZN
O
Ix
U Z O O
m
o ie o�a�
' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
.740"
-.125"
I ;
i 2.125"
2.000" 2X5 ANGLE CLIP
U -CLIP
6063-T6 ALUM.
i 6063-T6 ALUM. X -SECTION
X -SECTION �.125'-
5.500"
CTO
.375"__3.125- ---j _ CRREATEEATEF-CUP, SEE •375"
MIN. I j DETAIL F, SHEET 4
i i i i 1
I i I I
I I I I
i i I i
I I I I I
�
2.875"-1- - -- - 4 - --t - -
I I I
I I I I F
I I I i i
I I I 1
I I I I
I I I i
I I I I
y 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"
.375"_ a 375"
MIN. I (1_
i I i I
2.25011 I i O
I I I H I
I I I I
I i I f
q) OFFSET CLIP
•125 6063-T6ALUM.
740" ---F_�l TOPVIEW
q
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.
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE _
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER; ANCHOR DIAMETER + V16". -
G.000" 375"
-A _ _ Ij MIN.
T.375" 1
CENTER OF r ----- -- -- --'-- - - _i -- .375"
ANCHOR HOLE j i MIN.
MUST LIE WITHIN I
THE DASHED i
F BOUNDARY. SEE I
SHEETS 5-20 FOR
- i-� THE ANCHOR O.C. F -- j - - - - - -- - -�-- -
DISTANCE. I 1
MAXIMUM i
ANCHOR HOLE I
i DIAMETER: i r
ANCHOR
DIAMETER + 1116'. t_-_ ----- _---------- -r
2X5 ANGLE CLIP
U -CLIP 6063-T6 ALUM,
6063-T6 ALUM. TOPVIEW
TOPVIEW
TABLE C
Dimenalon Value (In) For Mullion:
F ..687 1' XX 4" XX
{ G 1.000 .125"
H 2.650 Aluminum
I 3.000 Tube I'
Mullion
I F 3.187 1" X4" X
j G 0.757 .375"
H 2.430 Aluminum
1 3.000 Tube & or
F ( 2.250 1.25" X 3.25"
G j 0-750 X.100"
H { 1.500 Aluminum
1 { 3.250 Tube Mullion
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
Z � ED
U)
O
� Z
73 L_j
03 o� O
i=- m
to
z
Z
Z Ill z m
W
(L Z
Q J cr
Z C) Q o1 zz
1¢- Z Z00 o
Q g C)
ZN
O
Ix
U Z O O
m
o ie o�a�
' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
5.500"
CTO
.375"__3.125- ---j _ CRREATEEATEF-CUP, SEE •375"
MIN. I j DETAIL F, SHEET 4
i i i i 1
I i I I
I I I I
i i I i
I I I I I
�
2.875"-1- - -- - 4 - --t - -
I I I
I I I I F
I I I i i
I I I 1
I I I I
I I I i
I I I I
y 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"
.375"_ a 375"
MIN. I (1_
i I i I
2.25011 I i O
I I I H I
I I I I
I i I f
q) OFFSET CLIP
•125 6063-T6ALUM.
740" ---F_�l TOPVIEW
q
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.
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE _
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER; ANCHOR DIAMETER + V16". -
G.000" 375"
-A _ _ Ij MIN.
T.375" 1
CENTER OF r ----- -- -- --'-- - - _i -- .375"
ANCHOR HOLE j i MIN.
MUST LIE WITHIN I
THE DASHED i
F BOUNDARY. SEE I
SHEETS 5-20 FOR
- i-� THE ANCHOR O.C. F -- j - - - - - -- - -�-- -
DISTANCE. I 1
MAXIMUM i
ANCHOR HOLE I
i DIAMETER: i r
ANCHOR
DIAMETER + 1116'. t_-_ ----- _---------- -r
2X5 ANGLE CLIP
U -CLIP 6063-T6 ALUM,
6063-T6 ALUM. TOPVIEW
TOPVIEW
TABLE C
Dimenalon Value (In) For Mullion:
F ..687 1' XX 4" XX
{ G 1.000 .125"
H 2.650 Aluminum
I 3.000 Tube I'
Mullion
I F 3.187 1" X4" X
j G 0.757 .375"
H 2.430 Aluminum
1 3.000 Tube & or
F ( 2.250 1.25" X 3.25"
G j 0-750 X.100"
H { 1.500 Aluminum
1 { 3.250 Tube Mullion
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
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U)
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i=- m
to
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Q g C)
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' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
TABLE C
Dimenalon Value (In) For Mullion:
F ..687 1' XX 4" XX
{ G 1.000 .125"
H 2.650 Aluminum
I 3.000 Tube I'
Mullion
I F 3.187 1" X4" X
j G 0.757 .375"
H 2.430 Aluminum
1 3.000 Tube & or
F ( 2.250 1.25" X 3.25"
G j 0-750 X.100"
H { 1.500 Aluminum
1 { 3.250 Tube Mullion
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
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U)
O
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73 L_j
03 o� O
i=- m
to
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Z Ill z m
W
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1¢- Z Z00 o
Q g C)
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m
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' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
TABLE C, CONT.
Dimension Value (In)l For Mullion:
F 1.938 1.25' X 3.25'-
G 0.500 X.624"
H 1.438 1 Aluminum
1 3.250 1 Tube Mullion
F 2.625 1.25" X 3.94"
G 1.125 X.824"
H j 1.500 Aluminum
I I 3.250 Tube Mulllon
F 1 2.813 30' Bay Mull
F 1 2.875 45' Bay Mull
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
Z � ED
U)
O
� Z
73 L_j
03 o� O
i=- m
to
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Z Ill z m
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' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
Mull Dimension PGT Part #
(sheet #1 Mullion Std. Clip Offset Clip U -Clip Angle CUP
1' X4' X-125' (10) 69364 866111M 6WI122M 6662411M W518M
1" X4' X.375" (11) 66610 666112M 6661123M 666242M 666519M
1'X4"X.375''r(11) 66653 666112M 6661123M 666242M 666519M
1.25" X3.25' X.100" (13) 20160 6661127M 6661124M 6662410M 6665115M
1.25'X3,25"X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M
1.25" X 3.94" X.624' (15) 20162 W61I17M 6661126M 6W241M 6W517M 11111I
30 Degree (19) 66649 NIA WA NIA 6665110M i
45 Degree (20) 66650 NIA NIA WA 6665111M I+
tV
5 m
z N
Z � ED
U)
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73 L_j
03 o� O
i=- m
to
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1¢- Z Z00 o
Q g C)
ZN
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' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
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!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
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' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
' C4AJCT RHVISED
s complying with Oke Florida
Building Code
Acceplw a No I6-021$ .03
E pimii Dote 1' )
By
Mism I7ede Product
�CENSF
!Lt �-
A. LYN,r�Il LAR, �.E.
FL P.E. 58705
TABLE E
Mull Dimension PGT Part#
(sheet#) Mullion I Std. Clip I U -Clip I Angle Clip I- .125"
12" X 4" X. 2Y (16) 66602 666261 M666271 M I 6665112M
12" X 6" X.25" (17) I 66604 666262M I 666272M
NOTES
6665113MS ' STANDARD CLIP
i
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.
---2.000"--
.250"
2.000" $ 6063-T6 ALUM.
X -SECTION
,
,
I �
x.125"
,
,
1.490"--i
5.500
CUT HERETO
3.500" - CREATE F -CLIP, 375"
.375" _ SEE DETAIL F.
—_ MIN. r r SHEET4 MIN.
4.0)0"
2"X4"X.25"
MULLION
6063-T6 ALUM.
X -SECTION
6.0)0"
2"X 6"X.25"
MULLION
6063-T6 ALUM.
X -SECTION
r--
I I
I
-��------�
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
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I
1
SEE DETAIL F.
I
1
ZCENJER
L-
STANDARD CLIP
OFANCHOR HOLE MUST LIE
6063 -TB ALUM.
N THE DASHED BOUNDARY. SEE
TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16".
MIN.
MIN.
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
- .500"
CUT HERETO
3.500" -
CREATE F -CLIP,
SEE DETAIL F.
SHEET4
I--.125-
U-CLIP
6063-T6ALUM.
2.125" X -SECTION
' .125"
375"
3.4 38" @ + 3.438"
I
ZFOR
-CLIC�6 ALUM.
2"X 4" MULLION. SHEET 16
/ TOPVIEW
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".
375"
MIN.
-------I-------
I
I
I
I
I
� I
I I
I
I
I
I
L — 4.638"
STANDARD CLIPL
6063-T6 ALUM.
TOP VIEW
5.4 38"
t 5.438"
I
I
U -CLIP
6063-T6 ALUM.
USED FOR 2"X 6" MULLION. SHEET 17
TOPVIEW
® IY N n
---1 1--.125" = 0 chi mui
2X5 ANGLE CLIP oZaZ u
6063-T6 ALUM.
2.0)0" X -SECTION
i N
125" o m �
i �' c P'i S
i O w
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5.000" - 375" LU o — 0
MIN. Z 10
c) J
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.375" Z
L-- --) MIN. W zj
Of -j
2X5 ANGLE CLIP Q Q O O
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. D_ u Z (n N
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW n m O s.O
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE f. o rn o rc�
DIAMETER: ANCHOR DIAMETER+ 1/16".
0.000"
375"
MIN.
I
IF---------- ----i
I
I I
P.DUCT REWISED
as 8
comPIY in with the Flori&
de
1 Anmplaa oN
I I Acceplence No 7.
E pitalion Dale 202
I I
By0---
I Mianodud11111ili,
5.438" I.YNIV
I
_
No. 587n5
.375"
MIN. --
L--
EOF
2X5 ANGLE CLIP � �S ,i " • • • "' `\ \ -"
6063-T6 ALUM.
TOPVIEW
A. LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS IN HEAD
—I
L
SEE \ SEE
FENESTRATION DETAILS,
PRODUCT'S SHEETS
APPROVAL 2-3
7 '"
MULLION
LEN iTH
SEE
(4
SHEETS
23
—
L --J
NO ANCHORS IN WINDOWSILL
—32•—
``� I�32•- — --I
o ° w
H F _MULL WIDTH
F'`- U
Ij
OPENING WIDT:: -
EXAMPLE 2: MULTIPLE MULLIONS
r rr
VERTICAL I : :
MULLWIDTH-
7!1
WIDTH -I---
� -SEE
FENESTRATION
PRODUCTS
APPROVAL
r�-
MULLION
LENGTH SEE
g DETAILS,
OPENING SHEETS 2-3
HEIGHT
FOR
HORIZ,
MULLION 7'"
DETAILS,
SHEETS
23L
r'
L. 1 L
_._SEE
DETAIL E,
SHEET 3
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 460.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+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 +/-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE P 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)#12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS, THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 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 +/-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 i = 524.9 LBS
72.7 PSF I (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 46)
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 +50.0/-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+T" =73". REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-559 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 +/-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2"X 4'X.250- MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73" DIMENSION (35-1/2"+35-1/2"+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
t 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) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2'X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
SEE
DETAILS,
SHEETS _
2-a
38", HORiZ._ _ 36, HORiZ. _
MULLLENGTH MULLLENGTH
-OPENING WIDTH FOR VERTICAL MULL -
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250' MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 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) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
ANCHOR TYPE IS A #12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS,
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
PRODUCT REVISED
as complying with"Flwi&t
BuildAcmewmanceNo *.021$.03
B pitatian DateMBMimn
7021
Dadefre/ lt
VYNN
v
No. 63 09
BONA%
A. LYNN MILLIE R, P.E.
FL P.E.# 58705
o
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PRODUCT REVISED
as complying with"Flwi&t
BuildAcmewmanceNo *.021$.03
B pitatian DateMBMimn
7021
Dadefre/ lt
VYNN
v
No. 63 09
BONA%
A. LYNN MILLIE R, P.E.
FL P.E.# 58705
0
EXAMPLES OF RECTANGULAR LOADING:
I I I I
071 SH/DH SH/DHR", 4
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
ISH/DH S�H//DH--
4
/ / Mtt
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
PW,/ HINGED NoI. I
DOOR PW mpw\
PW PW
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
PW
� a
SGD
LOADING OF HORIZONTAL MULLION
PW
00
HINGED
DOOR
i i 1 I
LOADING OF HORIZONTAL MULLION
I I I I
I _
PW it/). PW
I I I I I x PW' -X
PW F-- I I
- - SH/DH
/ I- PW PW HR
I I I I , _
LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
_ I
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW //.X
j/' ITOSHOWN
MAY BE EXRAPOLATED FROM
// THOSE SHOWN.
j� 2) IF THE LOADING TYPE CANNOT
/ BE DETERMINED, USE
PW RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
SGD
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LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLION
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LOADING
OF VERTICAL MULLION
I I I I I x PW' -X
PW F-- I I
- - SH/DH
/ I- PW PW HR
I I I I , _
LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
_ I
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW //.X
j/' ITOSHOWN
MAY BE EXRAPOLATED FROM
// THOSE SHOWN.
j� 2) IF THE LOADING TYPE CANNOT
/ BE DETERMINED, USE
PW RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
SGD
\t \,l O I I S I � • I I I �
i i i i I I
LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLION
'?-GOUCT REVISED
as complying aith the Florida
Building Code
Acceptance No ) p
Ex imti Date 11023
By
Miwn' a Product
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ST/
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FL P.E.# 58705
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as complying aith the Florida
Building Code
Acceptance No ) p
Ex imti Date 11023
By
Miwn' a Product
�• \�4 lYl;lid �%
t Ilo F10705
ST/
O` `.;.
A. LYNNIyLL,ER; 0\.E.
FL P.E.# 58705