HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded AluminiumMIAMI-DiADE
E 1
DEPARTMENT OF PI
AFFAIRS (PERA)
BOARD AND CODE A
NOTICE OF A
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
kTION DIVISION T (786) 315-2590 F (786) 315-2599
ANCE (NOA) tvww.miamidagg.gov/pera/
PGT Industries
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 PERA -
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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements 'of the applicable building code.
This product is approved as described, herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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.
i
MISSILE IMPACT RAT G: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shill. be considered after a renewal application has been filed and there has been
no change in the applicable bud ilding 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 INOA 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 t his 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 140A # 10,' 0819.05 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•QAQE COUNTY
,...Or
NOA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 08, 2011
Page 1
'aNDALL E® aTeFFT ARGHjTEr,F89 p.An
AUW3379
A�011105
® APPROVED
® REVISE & RESUBYrr
®APPROVED AS CORRECTED
® REJECTED
This WWI is only for general cootennancs With the design concept of the
project and general compliance with the tnfonnat;on given in the con: e,
documents. Corrections or comments made on the shop dr_.;;„ys during
ff ; review do not relieve the contractor from compliance vrifih the rsgrrire
meats of the plans and specs ations. Approval of a specific item shaP not
include approval of an assembly of which the item is a component Con
tractor is responsible for. Dimensions to be confirmed and correlated al the
job sa tr,fcrmaiion that pertains solely to the fabrication processes or fi a means, rnefhods, techniques, sequences and Procedures of conshc
lion: coordination of the ►pork of all oi5sr Uadas: and for Performing all
v+o 'a
in a safo and satisfactory manner,
�r .�
DATE: BY:
M IAM I•DiADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING; ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade."Y/Vern/
PGT Industries i
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 PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ). 1
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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 jthe Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA, will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A. copy of thi's entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 10-6819.05 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation 'was reviewed by Manuel Perez, P.E.
MIAM4DADE COl1N7Y
,...• r
NSA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 03, 2011
Page I
PGT Industries
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by
Anthony Lynii Miller, P.E.
4
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, all
signed and sealed'by Marlin D. Brinson, P. E.
(Submitted under previous NOA #10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complyuig with FBC-2007
and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
i
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial
interest; dated! June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E.
2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by
Ishaq I. Chanda, Product Control Examiner.
G. OTHER
1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series
Aluminum Clipped Mullion —' L.M.I.,.approved on 05/26/11 and i ing on 05/26/16.
4 M ue Perez, P.E.
Product ont l Examiner
NOA No. I1-0922.01
Expiration Date: May 26, 2016
Approval Date: December 0% 2011
E-1
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE[—OPENING11IDTH FOR VERTICALMULL ARCHES TO BE
MULLIONS / —1 SEE DETAILS INSCRIBED INSIDE
A-D,G,MRECTANGULAR
SHEETS 23 SHAPE
SEE DETAILS
A THRU G:
SHEETS2J
I
VERT.
MULL
LENGTH
/ II
I HORZONTAL
I-- MULL --{
LENGTH
/ P
\SEE DETAILS
ATHRu c;
SHEETS 2.3
OPENING
HEIGHT
FOR
HORIZONTAL
SEE DETAIL E, MULL
SHEETS
FENESTRATION
PRODUCTS MAY
BE OF ANYTYPE.
MUST BE
MANUFACTURED
BYPGT.
,/SEE DETAILS
A-D,G,H;
SHEETS 2-3
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL OPENING WIDTH
LENGTH
OPT�
HEIGHT
OPENING MULL y 4 FOR
HEIGHT LENGTH Y tf NORM
L L MULL
SINGLE MULLION SINGLE MULLION
L
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS,
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
51 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT. UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST. DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION;
ADM -ALUMINUM DESIGN MANUAL
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FORIMPACTAND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE PRESSURE REQUIREMENT�BS/FT'> FOR THE OPENING USING THEASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL-.
GENERAL NOTES .......... _._....._..1
INSTRUCTIONS ...........................1
ELEVATIONS .................................. 1
MULL TO 2X VVOOD ............... 2
MULL TO 1X & MASONRY..:-......... 2
INSTALLATION NOTES...__._...._.2
MULL TO MASONRY......._........... 3
MULL TOSTEEL STUD......._........ 3
MULL TO MULL ............. ............... 3
ANCHOR SPECS..._ ........................ 3
ALTERNATATE CLIPS- ........ ........4
BAY MULL INSTALLATION ...... ....... 4
1 X 2 X.126 MULL SPECS ............. 5
1 X 2 X.376 MULL SPECS ... ........... B
1 X 2.76 X .37G MULL SPECS .......... 7
1 X 2.75 X .65 MULL SPECS .... ....... 8
1 X 3.125 X.600 MULL SPECS _...... 9
1 X 4 X .126 MULL SPECS,............10
1 X 4 X .376 MULL SPECS .......... 11
1.26 X 3.188 X .286 MULL SPECS...12
2 X 4 X.25 MULL SPECS ................ 13
2 X 6 X.26 MULL SPECS_ ....._._.14
1.26 X 2.11 X .125 MULL SPECS.... 16
30' X 3.25 BAY MULL SPECS........ 16
46• X 3.25 BAY MULL SPECS......... 17
MULLION & CLIP DIMENSIONS......18-20
EXAMPLES 1&2...... ......................21
LOADING EXAMPLES .._......... ...... 22
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES to THROUGH 13A, ON SHEETS 5 THROUGH 17
r--HORIZ. MULL LENGTH --I
RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING
VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE
�r
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 METTO ATTAIN THE FULL
VERT.
MULL
MULLION CAPACITY.
LENGTH
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR!SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED
ANCHOR CAPACITY IS MET.
OPENING WIDTH
FOR VERTICAL MULL
7) IF THE MULLION CAPACITY (LBS/FT°)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT')
OPENING WIDTH
FOR THE OPENING• YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY
FOR VERTICAL MULL
REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
MULTIPLE MULLIONS
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL
MULLION CAPACITY (LBS/FT'1 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.
.ODUCT REVISED
complyiNg wish the F}mida
iilding Code
veptance No wV.
piration Dote (
...
A`Z`0 C6NS@ '• ���
�c 140.58306
LX
' O T 3E1F '?w:
,p. s
j0�C ' .. FLORIOP.•
A. LYN14lmii pA, P.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EDGE
DISTANCE o
FOR V
SCREWS
260• MAX FOR
ALL MULLIONS
SEE SHEETS
10.20 FOR HOLE
LOCATIONS
Ila:TYP. ANCHOR
PER SUBSTRATE, oY
SEE SEE TABLES 1B-10B
MIN 2.7 KSI' EDGE
CONCRETE OR CMU" ''- � • • � I DISTA
F�----�I-SEE S
EDGE DISTANCE 1B-101
- FOR MASONRY
I I
.c ANCHORS
° a• n I j I SIDE VIEW
° EITHER THE
IS
OR
.da OFFSET MULL
CLIP MAY BE
EXTERIOR n - INSTALLED BY
EDGE a �, THIS METHOD
DISTANCE 4 \ _
FOR
MASONRY °d
ANCHORS
DETAIL B: MULUON
MULLION ATTACHED TO 1X BUCKSTRIP
WOOD BUCK AND MASONRY AND
(STANDARD CLIP SHOWN) BYOTMERS
SEE NOTE 1,
SHEET 1.
I I
I I
.4.
' I
I. a
2
TYP. ANCHOR
TVP. ANCHOR
li
TYP. ANCHOR
PER SUBSTRATE,
PER SUBSTRATE,
rq
PER SUBSTRATE.
�SEE TABLE9IB-10B
SEE TABLE3IB-108
SEE TABLES ID-10B
EDGEIEND
DISTANCE
BUCKSTRIP
SEE TABLES
AND
BUCKSTRIP
IS40B
T ,; • ' `- -
�- `•
ATTACHMENT
AND
EMBEDMENT' •' ''� ,;-x;; • _
•.p-;i
BY OTHERS,
ri F.ATTACHMENT
BY OTHERS,
' ';
•�''a,
.�.
lam:..::.. '�
SEE NOTE I,
SHEET 1.
SEE NOTE I,
.F;..
.... '
SHEETI.
,-
,
'" `
MIN 2.7 KSI CONCRETE OR CMU
mRODpICT REVISED
SIDE
SIDE VIEW
FRONTVIEW
yiFt
FRONTVIEW
Iluilding Code
Acceptance No 11 • n9�2.1
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-DARE COUNTY APPROVED
ELCO ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRY ANCHORS.
\II IIIIlY1
`� �`�'�''�GENSl; ''•F•P
vz -k No.5B705
11 \
'•, ST 7E OF
'!cSS/ONAL \,,\.
A. LYU NLL�R, P.E.
FL P.E.# 68705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER THE
STANDARD.
OFFSET MULL
CL P MAYBE
INSTALLED BY
THIS METHOD.
EXTERIOR
2T-CE
EDGE
FOR MASONRY
ANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-ICS
I TYP. ANCHOR
ER SUBSTRATE,
SEE TABLES 16-10B
I
I Y EDGE DISTANCE
FOR MASONRY
1H ANCHORS
F
I' I
.a
AND
ATTA(NtAEI
-ev BY OTHER:
ENT''."�• , a SEE NOTE
SHEET 1.
.. -3 .
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
TYP.ANCHCR
PER SUBSTRA
SEE TABLES 11
.. ,' • . �''' EDGE
_DISTANCE
SEE TABLES
MIN 2.7KSI CONCRETE ORCMU 1B40B
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.
I
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.
DETAIL E:
—I .12B•MPI. MULLION TO MULLION ®�
I INTERSECTION NOTES:
(U-CLIP)
1) MAY BE INSTALLED W -TEE' OR 'CROSS' 2A'd p
VAINTERSECTIONS.ag
cM
r, 2) MAY BE INSTALLED HORIZONTALLY d
(SHOWN) OR VERTICALLY.
0V
IFS
• 3) SEE U-CLIP DRAWINGS, SHEETS 10-20 8
TOP VIEW FOR CORRESPONDING MULLION. 11) wM �-
MULLION 0
VARIES-i---I J
#12STEELSCREWS,
SELF -DRILLING OR PREDRILL
`\MULLION AND USE SMS
m In CD
CO
MMULLIONzoN CO
c 0
LINTERSEGTIDN
U-CLIP
EXTERIOR J¢ Z
N
SEE SHEETS I8-20 FOR F-• O
UO p
HOLE LOCATIONS � Q o
FRONT VIEW �I
DISTANCE Of
SEE TABLES `
113.10H ~ co 5
Q ? Z O
a_
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
�1 STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
K PER SUBSTRATE,
SEE TABLES IB-105
SEE SHEETS - PRODUCT RDVISED
16-20 FOR as complying wlththe Fto7lds
HOLE building Coda
LOCATIONS Acceptance No
iratiaDDatoLl I>'o
MULLION
® BY
Muni adeProduc[ "n
` ® TLIIIIIIIfIIY
EDGE
DISTANT
FOR STEEL STUDS_THINNER THAN SEETABLES �`r (•,ENSF -'•,� ���
FRONT VIEW 16 CA AND COMPLIANT WITH THE FL BUILDING 1B4013
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMEtJT BYOTHERS. '11C NO.58705
EXTERIOR USEwooOANCHORSPECS SIDE VIEW _r<_
NOTES: 1
;a )B 3E , w,
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD �Z\
ANCHOR VALUES MAY BE USED. ����5•. PLORIOQ:•'��
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-17. FOR QUANTITY OF SCREWS. A. LYNN MfLLER, P.E.
FL P.E.# 58705
EXTERIOR
(D
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS AE,
SHEETS 2 AND 3 FOR INSTALLATION
X TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WITH 1-X 4•X.12ti
MULLION
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
TYP. ANCHOR
\y\ PER SUBSTRATE,
SEE TABLES 1B-f0B
INTO WOOD, STEEL, STANDARD CLIP TO BE
ALUM, CMU OR MASONRY MODIFIED INFIELD.
m
EDGE
DISTANCE F
PERANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11-X .125' MULLION.
2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
1 EDGE
DISTANCE
PER
1 AN CHOR
O--
_30.OR45
BAY MULL
�I
O O
O O
TOP VIEW
r r�,c avo �rva o,
I SEE TABLES 1200R 13B
I
I
EXTERIOR
I
I 2' X S'ANGLE CLP,
2 PER MULLION END, MUST BE
IINSTALLED INSIDE OFBAYMULL.
INTO WOOD,
STEEL,ALUM
OR MASONRY
y
E P� pNOKOR �
O
PRODUCTREVISED
- comPlYir(g with the Weddle
Building Code
Accoomm No X l)c?22.f.
G 111111ItI
NOTES FOR INSTALLATION OPTION G & K.
���� r1y L
��..• i
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
�1GBNSf
�;' '•. �c
ND68705
k : .
2) DETAIL G: SEE TABLES 18-118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE
LOCATIONS.
— � =
_ `,
• N
3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR
HOLE LOCATIONS.
• I I
�p'•,, S ATE�P
\�\
A. LYNII �vil�tER, P.E.
FL P.E.# 58705
TABLE IA
Opening Width (for vedlcallyspannlrg mulflons) or Opening Height (tor horizontally -spanning mullions)
60 in a01n 70 In 80In 90 In 1 100In 1 1201n 140 in 1Bo In
1 x 2 x.125
AIM
L. Itg
Looting
LeadingLoedlrg
Lasting
loadg
Loading
Loadirg
Loading
Loadllg
Loading
Loading
Loading
Loading
twdngLwdlnB
Long
union
'a
3�Mullion
Ik
18
�
li
b
K
B�8p3ci
�c
¢rc
E
as
fe
o:
��
cd
s'�
Qfi 7rci
sa
a`d#
�e
G
se
�¢
fYol
d`a
�
d
so
arc
x�
d`�$
TART F I
Anchor Capacity Table (Ibs)
Substrrdo:
221, Concrete
3.6k Cone.
HellmCMU -
Flled CMU
PT Wood
Meted
Anchor Clip Patterns
Anchor Type:
0/10'Eko Ulracon
1A'Elco UOmcon
6/16• EGo
Utmcon
3178'FJco Ullremn
1/1°Elea Uhmcon
1/4• SS Ell,
Aligmealur
5/16• Eloo
Ullracon
1/4' 66 Elco
AugreGelor
1110 Sled
ScmW(G5)
Ii12 Sled
Scmw(G5)
1112 Sled
Solew(05)
Edge Olstence (In>:
T
2-i/z•
1•
2.1/2"
1-118°
7
3418•
Y
0.4v
0.64"
0.324'
2 Anchors ® 4.7V Min. O.C.
Embedment 0n):
/ Standard orO6set Clip (Fla • 11:
1-114'
39D JW
13/4•
380 ma
1. to
4601bs
131d•
8!A me
2'
1044 lbs
1-1/4'
2701be
t-0N'
1 2001be
t-1/4•
3541 a
t-1/a"
7401bs
i-1/4°
468lbs
1-114"
684 Ibs
Y
1182 @s
iJ1B•
320'lbs
1.3/6•
42D des
(0.0194)
6801bs
4 Anchom a 1.15" Mln. C.C. / Standard (or Offset) Clip (Fig. 2):
4801te
700 ma
WA
WA
WA
WA
1 380 lb,
WA
WA
WA
WA
WA
0521be
B40 lb,
1120 lb.
4 Anchors ® 34 Min. O.C. / (2) 2x6 Angle Gips / (Fig, 3):
7801he
780 ma
BB01ha
15a016a
16601be
640It,
560 lb•
WA
780IM
036Iles
880 Ibs
23M IN,
652 ibs
840 lea
11201ba
2 Amhos Q 0.45• Min. O.C. / UClip, into 1/0"Alum. (Fig. 4):
WA
WA
WA
t0A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
718Ita
1 Anchor/ FCIID (Fig. 5):
1951hs
7951bs
2261hs
445 ibs
8221ba
1351be
1401ba
1771be
370It
2341ba
332 Ibs
581 IGs
1631les
21016e
28010e
2 Anahora Q 1.15• Min. O.C/ F-Clip (FIg. 6):
240 Ibs
350 ms
WA
WA
WA
WA
1901bs
WA
WA
WA
WA
N' A
3281hs1
4201ba
6601Cn
rvU 1 c: run 1 nE UrrSE I cur, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
Q O
FIGURE 3:
107
IF*
_*
ANGLE CLIP MUST BE USED IN PAIRS. -
FIGURE 4:
FIGURE 5: FIGURE 6:
RNUm V H I AYAUI 1 7 AUJUS I MEHT FORMULA:
(DP—) X (,ANCHOR CAP.,,,,::) _ANCHOR CAP._
`MULLION CAP.,„,,,,",
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 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 16-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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-T5AND BE A MINIMUM OF.125•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
e2
tV
X
PRODUCT ILBV ISF-D
as complying with the Florida
Build
ng Code
V ,111111111w
\�\\\', 1YNN Mj��''ii��
Nse
pr No.58705
.11, 1 rg
A. LVM (u IW6, P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Ibsite
Opening Width (for vertically -spanning
mullions) or Opening Height (for hor)2onta*sparuling mullions)
So in
601.
701.
80 In
eO In
100 In
1201n
140 In
160 In
1 x 2 x .37b
RectangWar
Loading
TrapRdeng.
Leading
Rectangular
Lending
Trep/TdanO•
Loading
Recl.naular
Loading
Tiap)T&W
Loading
Realengular
loading
Tmp/Tdang.
L.atlhg
Reclangulsr
Loedny
TmpRdan9.
Loading
R-WgWor
Leading
Tmp/Tdang.
Loading
ReclaagW.r
Loading
TlopRdan.
Loading
Reclergular
Loading
T�ep/Tdary1.
Loading
Rectangular
Loading
Tieplldeng.
Leading
Alum.Tube
Mullion�'
To!
�
,�
a��aba
'@
a8rc8
sG
<
�e
arc
f
dm
•.F1
'4
a`
ao
421n
170.0
121
170.0
435
151.3
662
170.0
47a
129.7
C62
170.0
606
113.E
862
169.5
518
100.0
002
168,9
617
90A
602
188.9
517
75.7
862
160.9
517
64.9
6B2
16B.9
517
58.7
062
168.9
517
,.in
121.8
607
136.0
419
101.4
507
119.2
410
86.9
607
108.7
403
76A
607
102.6
399
67.6
607
99.6
397
Kit
6D7
69.0
398
5D.7
507
99.0
396
43.4
6D7
99.0
398
38.0
507
99.0
396
50.625In
103.7
456
114.6
379
86.4
466
99.9
371
74.1
456
90.5
304[38-9
456
84.0
360
67.6
456
81.3
357
51.8
450
60.0
350
43.2
458
80.0
355
37.0
456
80.0
356
32.4
456
800
356
fie lti
85.4
400
93.3
336
71.2
400
80.9
328
61.0
Ogg
)2.7
322
4.
67.3
318
47.6
400
64.0
316
42.7
400
e2.3
314r22.4
400
81.8
313
30.5
400
61.8
313
26.7
40D
61.8
313
Go In
62.3
324
68.9
276
51.9
324
57.6
270
44.6
324
512
284
37A
46.6
260
34.6
324
43.9
267
31.1
324
42.0
265
324
40.6'
253
22.2
324
4D.5
253
19.5
324
40.6
253
031.
53.6
294
57.4
252
44.8
284
49.2k246
38.4
294
43.8
241
294
39.8
237
29.9
294
37.1
234
2&9
2N
35.2
232
204
33.6
230
102
294
33.4
230
16.8
204
33.4
230
661n-
46.8
- 208
- 49.8
230
39.0-
-268-
42A
-334
258
37.6
221
-268-
34.1
- 218-
20.0
268-
-31.6
'215-
234-
-288-
29.8
212 -
280
-28.0
210
'16.7 -
268
27.7
209'
-14.6
260
-27.7
209
721n
30.0
225
37.9
198
30.0
225
32.2
25.7
225
28.4
188
225
25.6
Iss
2D.0
225
23.fi
182
18.0
226
22.1
160
225
20.3
177
12.9
225
19.6
179
11.3
226
148
178
781n
30.6
202
32.D
I"
28.5202
27.2
21.9
202
23.9
170
19.2
202
21.6
167
17.0
202
19.7
165
15.3
202
18.4
1.3
202
16.7
160
10.9
202
15.9
158
46
202
14a
Ise
781n
28.3
1B2
20.6
t00
23.0
192
25.1
20.2
192
22.D
102
17.7
192
19.7
159
15.7
192
18.1
157
14.2
192
16.8
155
192
15.2
152
10.1
192
14.4
150
fle
112
14.2
150
90In
18.6
144
1...
12
116.4
144
10.1
961n
15.2
127
15.8
113
Anchor Capacity Table (Ibs)
Substrate:
2.7k Control.
3.6k COnc.
Hollow CKU
Filled CMU
PT Wood
M.lal
Anchor Clip Paltems
Anchor TYpe:
3/16' Elco UllreCan
//4" Elco Utlraon
5I18' Elco
3H8' Elc. Ulr4ean
714' Eleo Ut....n
11P SS EI00
5116' EICD
114" SS Elco
p10 Steel
912 Steel
012 Steal
Utracm
AggreGala
Ulmcon
A90r4Galor
Strew (GS)
S.-(Gs)
Strew (GS)
Edge Distance (in):
1•
Z-117'
M"
1•
2-1/2'
3-118•
1•
2.1PY
f
2-112'
2"
3.118,
2'
0.48'
0.64-
0.324'
Embedlnenl on):
1-3/4'
1-314'
113/4"
2'
1-114"
1 1-114"
1 1-114"
1.114'
1.114"
1.114"
2"
1.318•
I3ww
(a" note T)
2 Anon" Q 4.75' Min. D.C. / Standard 0, DB8.1 Clip (Fig. 1):
3901b.
I 390 m.
450 Me
890Ibs
16441ba
2701Da
280 Iba
3641b.
7401b.
4e81b.
6841b.
11621ba
We [be
420 Iba
5501b.
4 Anchme Q 1.16' Min. O.C. T Slandwal (or 0&ot) Clip (Fig. 2):
4001bs
7o01bs
WA
WA
WA
WA
3B0IDs
WA
WA
WA
WA
WA
6521ba
840 Ibs
11201bs
4 Anon- (� 3" Min. O.C. / (2) 2a6 Angle Clips/ (Fig. 3):
7801bs
Qrt Iba
68DIbs
15W Ibe
18961be
6401ba
fi8016e
WA
7601be
936lbs
8801be
23641ba
6521ba
8401ba
11ZD Ibs
2 Mchna (N 0.45" Min. O.C. T UClip, into 1/P Al- (Fla. 4),
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
. WA
710lb6
1 Antler/F-Clip(Fla. 8):
195IN
195)be
2251be
4451b9
822lbs
136 ibs
140 lbe
1771b8
370lb,
2341bs
332 lbs
6911bs
1831os
2101ba
28016e
2 AncIt4N @ 1.75' MIn. O.CI FLIIp (FIO. 6):
2401ha
350IDs
WA
WA
WA
WA
180 ma
WA
WA
WA
to
WA
3281ba
4201bs1
580149
- •- • •+� • ..� , .ac , nc anwic kiiCnVR rAr 1 EmN ANU ANI: HUK VALUES AS I HE 51 ANUARD CLIP.
ANUHUK 1:AVAUI I T AUJU51MENT FORMULA:
(DP ,) X ( ANCHOR CAP.,.,,,-,) = ANCHOR CAP.,"a
`MULLION CAP.,pa,_
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 MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
FIGURE
2:
TABLE NOTES:
PRODUCT REVISED '
es complying with [Ile Florida
J
•E0
11
-
•
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
Building Code )
Acceptrutce No -
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �j
1.000"
�-'-
FAI tmti. Datc
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
By
Miami adeNoduct'
FIGURE 3:
C
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
®
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000"
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
N•.
LYELLOW
\��\` pN'� •L. • 'j
•.F'Q
ANGLE CLIP MUST BE USED IN PAIRS.•''�1GENSt;
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
.376•
Q' : '•.
FIGURE 4:
FIGURE 5: FIGURE 8:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
�C ND. 58T05
O
•
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6G63-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1• X 2"X.376"MULLION
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
= �C l
_ _
-O Q �\ L(7
•
THE MATERIAL.
( u
TE :�-'. STA OF
A. LYNIUMILLtR, P.E.
FL P.E.# 58705
TABLE 3A
I Ab3LE 313
Anchor Capacity Table (Ibs)
Substrate:
2.7k Concrete
3.5k Cone.
Hd167r CMU
Filled CMU
PTWood
Mold
Anchor Clip Patterns
Ancrgr Type:
MIS-ElcoU Ullman
il4' Elco Ullrawn
6116- Etw
116 an
3118'El-U6recan
1/4`Elea Ulrecon
1!4' SS ElcO
A g:,Galor
6/18'Elco
Ultracen
1/4` SS Elw
Agll.Gelor
Sc'1110 Slcel
#10S(GS)
912 $tBei
Scavv(GO
S72 6tee1
Scm(05)
-
Ed2e Dlelence (10):
1'
2.1/2'
1'
2-1/2'
3.11v
1"
2-1/2-
1'
I 2-1/2°
2"
3.116,
2'
0.48'
1 0.54'
524'
Embedment (In):
1-3H"
i-8/4'
1-314'
1-314"
2"
1-1W
1-114"
1-1/4`s
1.1/4"
1.1M'
1-1/4"
7
1-318`
1-3111'
(see note 4)
2 Amhara Q 4.75' Mln O.C.
I Standard or Offset Glp (Fig. 1):
3901bs
290 lbe
450IN
6901be
16441b3
270lba
2B @s
35416
740lbs
46B Ibs
6641as
11B2 "a
3291b>
42016a
6001ba
4 Anchors @ 1.16' Min. O.C.! Standard (ar OIIss1) Clip (Flg. 2):
4801ba
7001ha
WA
WA
WA
WA
38D lb.
WA
WA
WA
WA
WA
8521bs
840lbs
1120lbs
4Anchors QT Min. O.C. I(2)WAngle Clip II(Fig 3):
7artbs
7B01ha
6601139
1580Ibs
18961ba
640Ibs
560lbs
WA
760lbs
936 Ibs
8801bs
23U Iba
2lba
8401be
712016a
2AIlcha/a ®0.45' Min. O.C.I U-CIIp. Into 118'Alm. (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
.
�163
WA
7181be
1 MOO,I F-Clip (Fig. 5):
105 Ibs
195 lb,
2251be
445lba
822 ms
1351bs
1401Ds
1771bs
3701b5
234 gas
332line
591 lb.
1bs
2101ba
280 lb,
2Anchcrs ®l.itl Mln. O.CJ F-Clip (Fi0 8):
2401be
350 lbs
WA
WA
WA
WA
1901be
WA
WA
WA
WA
WA
328lba
4201ba
S601ba
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 21.
FIGURE 1: FIGURE 2
FIGURE 3:
1 0 F 0
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
r5..... 5.mrm ii1
-ANCHOR CAP.,,,,
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18.20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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.
® Rp
cete
boo
0
0
M
as complying with the Florida
Building Codc
Acceptance No •��
E piratiOngate WLZ42,7I 16
By
Miam Dade Product'
1\11111lf/
No' LY N
No.50705
0
STNO!
/'csS/0NAI,
A. LAW MILLER, P.E.
FL P.E.# 58705
TABLE 4A
Mullion Capacity Table Ibs/112)
Opening Width (for wdicaty-spanning
mullions) or Opening Height (for horizontally -spanning mullions)
001n
601n
701n
801n
001n
1001n
120In
1401n
1801n
%
.650.A1um,
R-Wngulbr
Loading
7rep/Tdang.
Loading
Recten0der
Loading
Leadingading
T.P/Tdang.[17
angular
TmpM aig.
Loading
Rectangular
Leading
Trap/Tdang.
Loading
RecargWar
Leading
TmplTdang.
Loading
Rectangular
Loading
Trap/rriarg.
Loading
Rectanguar
Leading
Tmp/Tdeng.
Leading
Rectangular
Lending
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17D.0
620
170.0
435
170,0
744
170.0
478
868
170.0
See
170.0
092
170.0
610
170.0
1116
170A
521
170.0
1240
170.0
521
170.0
1458
1 00.0
621
156.7
1020
170.0
521
138.8
1020
170.0
521481n
170.0
708
170.0
524
170.0
850
170.0
584
002
170.0
630
170.0
1133
170.0
681
17D.0
1276
170.0
077
170.0
1417
170.0
680
141.7
1417
170.0
600
12.1.5
1417
170.0
850
1D0.3
1417
170.0
Bag
60.625 in
170.0
747
170.0
S63
170.0
806
170.0
631
170.0
1048
170.0
6"
170.0
1105
170A
723
162.6
1286
170.0
747
143.3
1200
170.0
760
121.9
1288
170.0
758
104.3
1280
170.0
758
21.4
1286
170.0
758
54 in
170.0
797
170.0
612
170.0
958
170.0
691
170.0
1116
170.0
754
160.7
1130
170.0
803
133.9
1130
170.0
W7
120.0
1130
170.0
B56
1D0.5
1130
170.0
Set
80.1
1130
170.0
851
75.3
1130
170.0
861
60 In
170.0
B85
170.0
701
146.5
915
182.3
761
125.5
916
144.E
748
10&8
076
t32.3
735
87.8
815
123.9
725
87.9
915
118.5
720
7S2
915
114.4
716
828
916
1144
715
54.8
815
114.4
715
63In
751.8
430
161.9
710
126.5
830
13fl9
894
108.5
830
123.2
807_
04.0
830
1122
67D_
04.4_
_830
1D4.6
S82
75.0
030
99.4
Suit)
63.3
830
D4.5
649
_542
630
94.1
649
47.4
830
04.1
899
�01
C
Ea In
/32.1
767
140.0
850
110.0
757
118.8
830
94.3
767
105.0
624
826
767
06.1
814
71A
757
89.1
800
80.0
767
842
000
55.0
767
79.0
593
97.2
737
782
' 891
41.3
757
76.2
581
721n
107.7
836
1069
562
84b
838
81.0
540
7Z.7
896
80.1
b30
83.8
638
72.2
521
56.5
838
68.6
514
50.8
630
02.3
m6
42.4
B36
67.2
500
3fl3
6]8
b5.3
4B7
91.8
03B
8b.2
487
761n
86-5
571
90.4
498
72.1
571
78.8
488
0.
571
87.4
470
64.1
571
60.6
471
48.0
571
55.5
404
43.2
571
51.0
459
30.0
571
47.0
451
Sae
571
44.8
447
27.0
571
44.5
445
781n
8D.0
542
83.4
474L1EL3220
70.6
465
57.1
542
821
459
50.0
642
6S.7
449
44.4
542
61.0
442
40.0
642
47.5
437
33.3
542
42.9
429
28.0
542
4D.8
425
25.0
542
40.1
423
90In
52-1
407
537
381
45.4
355
37.2
407
39.6
349
325
407
35.3
343
2&0
407
32.1
338
26.0
407
20.0
334
21.7
407
20.1
327
18.0
407
24.1
322
18.3
407
23.0
319
DS In
42.9
3b8
44A
32e
37.2
314
30.7
358
324
300
Me
359
2a.8
304
23.8
258
28.1
30D
21.5
359
24.0
286
17.9
358
21.0
289
1a3
358
t8.2
2&1
1001n
30.1
293
30.8
255
25.9
251
21.5
283
225
247
10.8
283
19.0
244
16.7
283
18.0
2A0
15.1
263
16.5
237
1111n
27.8
267
28.3
242
23.6
238
19.8
187
Z0.8
231
17.3
217
18.3
231
16.4
267
18.5
228
1201n
22.0
228
22.3
209
18.8
2A5
15.7
Z20
18.2
202
TABLE 4B
Anchor Capacity Table (lbs)
Substrata
2.7k Concrete
3.6k Conc.
Hollow CMU
Fined CMU
PT Wood
AnchgrClipPatterns
Anchor Typo
31le Elm Ullrecen
1/4" Elm Utrecon
$/is, Elm
Ulrecon
3118' Elm Ulrawn
1/4° Elm UVacon
114" SS Elm
AggreO.1
6118" Elm
Ultracon
1/4' 89 51-
Ag9leGelor
MO Sletl
ScrOw(G5)
ei2 5tael
Senew(G5)
d
5)
Edaa Distance 0
1"
2-1W
1"
2-02"
3-IJW
1"
2.112'
1'
2-11r
2'
3-IfV
2"
0.41r
0.54"
Embedment (1ng
1-314-
1-a'4"
1.3/4"
I-W4'
2'
1-'I/4"
1.114"
1-11E
1-114"
1-1/4'
1.114'
T
1-Xv,
1-3/8"
4)2
Anchors@4.7V Min. O.C.
I Standard or Offeel COp(Fig. 1):
3801ba
3901os
4501bs
6901bs
1644 lba
270 ms
280Its
364lbs
7401bs
468 Me
664 lbs
1182161
326 ft
4201ba
q2.DlbS
4 Anchors @ 1.16•Mln O.C. / Standard (or Offset) Cap (FIg. 2k
480 lbs
700lba
WA
WA
WA
WA
300lba
WA
WA
WA
WA
WA
11116s
8401b
s4
Arlchom p J• Min. O.C. I (2) 2xb Angle Clips 1(FIg. Jj
700 Ibs7801bs
6g01D5
15501b3
1898 lbs
540 bs
560let
WA
760 lbs
9381bs
880 lbs
23641be
65216a
840 bs
s2
Anchors @ 0.45" Min. O.C. I U4C41p. Into 11V Alum. (Fig.4t
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
IVA
WA
a1Anchw1F-Crp(FIg.5):
195Ibs
1951b4
2231bs
445 Ibs
82216s
13511
1401bs
177lbs
370 Me
234 lbs
3321bs
591 ros
163lb3
210lbe
82Amhre@1.15'MIrLO.CJF-Glp(Fg.6):
240lbs
350lbs
WA
WA
WA
WA
1901b4
WA
WA
WA
WA
WA
326 Its
4201bs
a
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 21.
AUJVS'IMCNI
[DP_) X ANCHOR CAP.-
MULLION CAP.,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES:
61 9 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
O O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
1 0 F 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• 111 • •
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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE 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.
lot
i
i
1' X 2.75" X .650' MULLION
i d
R: n
oY 2
Ir
C)
O
M
(0
PRODUCT RF,VLSCO
rB complying %vith the Floral
L, .11\1111111(jr
6TNIV
\. 2pN.•........
No. 58705
ITI
' ftNA1.
A. LYNtR, P.E.
FL P.E.4 58705
TABLE 5A
' Manion Capacity Table Ibalft2
Opening Width (foroedically-spannilg
mullions) or Opening Height (for horizontally -spanning mullions)
50 in
601n
70 In
f 801n
001n I
100 in
1201n
140 In
1601n
-
1" x 3.126" x
ReUen9ula
Loading
T-PrTderg.
Leading
Roatangulor
Loading
Trep/TAang.
Leading
Redanguler
Loading
7rap'Tdaig.
Loatrng
Rectangula
Loading
Trofftng.
Load
Rectangular
Leading
Trap/TAeng.
Loading
Rectangular
LoMdln o
TrepIntang.
Loading
Rxtangular
loading
TrapRdang
Loadlrg
Reclanouler
Loading
TreplTdarg.
Loading
Rectarpuler
Loading
TrapfTdw
Loading
.600" Alum
Tube Mull
p
$
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8
3 _
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F
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8
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�•
A
2c
p
X
8 rc
r
•r
'9 fj'
�c
a
S�e�
p
q5
;~
9
421n
170.0
820
170.0
435
1140
744
Won
478
17010
Bee
170.0
We
170.0
092
170.0
510
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1458
170.0
521
170.0
7735
170.0
521
154.4
1802
170.0
b21
451n
t70.0
70B
170.0
524
170.0
850
170.0
584
170.0
992
170.0
830
170.0
1133
170.0
661
170.0
1276
170.0
077
170.0
1417
170.0
080
157.7
1577
170.0
680
135.1
1577
170.0
660
116.2
1577
170.0
We
50.6251n
170.0
747
170.0
563
170.0
696
170.D
831
170.0
1048
170.0
684
170.0
1196
170.0
723
170.0
1345
170.0
747
170.0
1404
170.0
756
141.7
1493
17D.0
758
121.5
1495
170.0
758
IOB.3
1495
170.0
756
541n
170.0
997
170.0
812
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
No
166.1
1401
170.0
837
149.5
1401
170.0
850
124.6
1401
170.0
881
106.8
1401
170.0
B61
03.4
1401
170.0
861
601n
170.0
885
170.0
701
170.0
1063
170.0
797
ISO.$
1158
170.0
878
138.7
1166
167.0
028
123.3
1158
150.5
017
111.0
11W
149.7
910
92.5
1150
144.E
903
79.3
1158
144.5
9MM
60.4
1156
144.5
903
83 in
170.0
_930
170.0
745
159.8
1049
170.0
_ 850
137.0
_104B
155.6
880
110.6
1040
14"7
648-
106.5
1040.
132.0
We
839
1049.
125.5.
_826_
_79.9
_1049
119.3
620
8fl5.
1049-
118.9
BID
59.9-
-1049
118.9
819
01
681n
166.E
095
170.0
769
190.0
935
161.3
801
119.1
955
133.7
71B
1"2
BW
121.4
776
B28
955
112.6
7&5
834
B55
106.4
757
89.3
933
98.8
74B
69.8
055
98.7
748
621
955
08.7
748
J
721n
128.5
B03
1348
697
107.0
803
114.9
Bat
91.8
803
101.1
070
W.3
803
01.2
650
71.4
603
03.fl
.1
04.2
803
78.8
642
53.5
803
722
632
45,9
803
69.8
1328
40.1
803
60.7
627
161n
109.2
721
114.1
829
91.0
721
97.0
818
7fl0
721
65.1
605
B8.3
721
78.6
695
80.7
721
70.1
SBB
64.8
721
85.4
57B
45.3
727
SB.4
588
39.0
721
58.6
58q
34.1
721
5fl1
583
781n
101.0
684
105.4
699
B4.2
884
89.4
W7
722
a-
78.4
579
63.1
684
70.4
667
50.1 -
6B4
64.4
658
50.5
084
59.9
551
42.1
854
54.1
541
36.1
BB4
51.3
533
31.6
684
Me
634
931n
65.6
614
87.8
458
64.8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.6
433
36.6
514
40.5
427
32.9
514
37.3
421
27.4
514
33.0
412
23.5
514
30.4
408
20.0
614
2fl0
403
66 in
54.2
452
65.7
4074
45.2
452
47.0
396
39.7
452
40.0
30
03.0
452
28.4
384
30.1
452
32.9
30.3
373
22.0
452
20.0
WS
10.4
452
24.2
359
16.9
452
228
355
1081n
38.1
357
389
322
31.7
357
32.7
317
27.2
357
2BA
312
23.8
357
26.2
30B
21.1
957
22.7
19.0.
20.8
289
16.9
293
19.8
357
16.2
2B7
.11.9
357
150
283
111 in
35.1
39B
35.8
306
28.2
338
3D.1
907
25.0�,1
7BB
9211
2B2
10.6
338
20.8
d�7127.1L412
17.5
18014.6120in
a
27.7
289
20.2
283
23.1
289
23.7
259
19.8
28B
70.5
258
17.3
78D
181
757
164
2Bfl
183
13.8
14.9
246
11.5
240
B.9
268
11A
238
fl7
289
10.4
732
TABLE 5B
Anchor Capacity Table (Ibs)
Subslrele:
27k Conaete
35k Cone.
Hdlon•CMU
Filled CMU
PT Wood
Metal
Anctlor ClipPatterns
Anchor Type'
3r16' Elco Urrecon
1/4' Eko Ullracon
Ill Elco
U19acon
3/18• Ella Ultrecon
U4' Eko Ulmlon
W SS �oa
A reGmor
a9
6118' El.
Uli=
1/4' SS El.
A .Galor
ore
910 Steel
Screw G5
( )
#12 Steel
Screw G
(s)
912 Ste J
Strew G
(s)
Edg9 Uclence (In):
1'
2-112'
1"
2.1/2'
3-1/e"
1'
2-11T
I.
2 W
2"
111•
T
0AW
Q54'
0.324'
Embedment 8n):
1-314'
1-Y4'
1-34-
1-W
2'
1-1/4'
1414'
1-1/4'
1-1/4"
14/4•
1-114'
2' •
Mw
1-'dr8'
(oee note 4)
2 Ancbas ®4.76• Min. O.G / Stendald Clip (Fig. 1):
3B0Iba
3001Da
4501ba
B951D6
16f41ba
2701bs
280Ibs
3541es
740109
4881ea
6B41bs
11821te
3281bs
420 bs
bB01bs
4 An0- G 1.15' MIe O.C. f 81ffl7- d CffPlFIq.2):I
480lbe
1 7001Ds
WA
WA
WA
WA
3801Da
WA
NIA
WA
WA
WA
6521ba
6401Da
1120lbs
4 Artctrola CD 3' Min. O.C. / (7) 2x6 Arta Gpa (Fig. 3):1
7801ba
7801ba
11111,
15801bs
16061bs
5401ba
NO IbB
WA
7601b3
9381bs
NO In
23541bs
652lbs
840lbs
11201ba
3Anchots ®0.45' Min. O.C. / U-Gip, Into 1/B' Alum (Fig, 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
10741be
1 Aroler/ F-Clip (Fig. 6g
1051bs
105Iba
2251be
4461be
022lbe
1351b3
1401bs
177lb,
3701bs
2341bs
332IDs
5e1 IDa
1031b9
2101Ds
26011s
2AnClIM 0 1.19' Min. O.C. / F-Clip (Fig. 6):
240Ibs
35D Ibs
WA
WA
. WA
WA
1901be
WA
WA
WA
WA
WA
328 lb.
4201bc
680lbe
4KUHUK UAYAWI T AUJUb I81ENT FORMULA:
M
(DP ) X ( ANULLION CACHOR Cal.P.
_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.
�• .• • � .....,� v.. , .v.�c , r,c .�niwc Ai- HGR - TERN AND ANCHOR VALUES AS I tit S IANLIAKU CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• 1) SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
�- SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
1 0 F* 01�
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• •
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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6053-T5 AND 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
PRODUCE
0
O
M
t0
Florida
��
�` �`r.••'�CENSF ''•F'P
�.
No. 68705
U (� 31
A. LYNM IwlltR4, P.E.
FL P.E.# 58705
TABLE BA
Mullion Capacity Table (Ibs/fe)
Opening Width (for vedicalyspari tg mullions) or Opening Height (for horizontally -spanning mtGlions)
601n
60 in
70 In
80 in
Sol.
f00 In
1201n
1401n
1601n
1 x 4 x .125
Redengutar
Loading
Tnp/W.ag.
Loading
Rectangular
Loading
Tmp/Trion).
Loading
Rectangulor
loading
Trep,76. .
Loe®ng
Rectangular
Loedirlg
Trap/Tdang.
Loading
Rectangular
Loading
Tmp/nlang.
Loading
Rectangular
Loading
llaplTderg.
Loading
Rectangular
Leading
TrapRdeng.
Loading
Reclen8ular
Loading
Trep/Tderg.
Loading
Recleneuler
loafing
Trep/Tden0.
Loading
AIMulliobe
Mullion
�y
g
�•^
k
y5g
p
'�8
�_,
flk
a
3.
mod..
8k
¢
�
.�'
d`�
'tea
Ea
�
Is
d`r�
�
��
•a!,
gk
�d
�
8
Eo
�
5y
d`d
�
8
i�.
�,.
19
'SS
¢`rc
�
B
i
�.,
88
3gya�
drc
gD
iY
29
8k
y�gp•-
drc�
S
flk
d
8
��
�•
>tB
8`
yiQp¢s
drc
S
ti_
5�
8.d
3
rc
8
sa
8B
de
K
a'�rc
418
d
�rc
�B
s`rc
k
��
B
42 in
170.0
020
170.0
4J6
170.0
744
170.0
47B
170.0
888
170.0
see
17QO
992
170.0
519
170.0
1116
170.0
521
173.0
1240
1700
521
170.0
1488
170.0
621
145.8
1480
170.0
521
127.6
1480
173.0
521
46In
170.0
708
170.0
524
170.0
850
170.0
6B4
170.0
992
170.0
030
170.0
1133
170.0
661
170.0
1275
170.0
677
156.3
1303
1700
680
130.3
1303
170.0
680
111.7
1303
170.0
680
07.7
1303
170.0
680
$0.625In
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1049
170.0
6B4
170.0
1195
170.0
723
168.1
1235
170.0
747
140.6
1236
170.0
76S
117.1
1235
1700
796
100.4
1235
170.0
758
87.8
1235
170.0
766
541.
170.0
797
170.0
612
17Q0
955
170.0
691
170.0
1116
1)0.0
764
154.4
1158
170.0
803
137.2
1158
170.0
837
123.5
1158
170.0
856
702.9.
1168
170.0
861
882
1168
170.0
861
77.2
1168
170.0
861
80 In
170.0
885
170.0
701
108.7
1042
170.0
797
142.9
1D42
161.1
.2
125.1
1042
146.7
815
111.2
1042
136.8
801
100.0
1042
130.2
791
63.4
1042
125.1
782
71.5
1042
125.1
782
62.5
1042
125.1
792
to
831n
170.0
830
170.0
745
161.2
902
163.8
B18
121.1
892
144.4
799
113.9
S.
131.a
782
1...
892
121.4
7.
907
892
114.1
768
11A
SS2
1.1.1
141
..a
S.
7a...
744
56.7
992
108.0
744
6810 -166.-0
847-
-170.0
-789-
137:8
- 99T
-746:0.788-
'116:1
847
130.3
'768
-103:4
897"
117.7-
Tp3
97.9-
647
108.7
738827
947102.2
127
BB.B
947
95.1
713.
59.1
947
84.0
71161.7
847
e4.0
711
J
721n
135.9
849
142.7
797
1132
849
121.E
722
97.0
848
100.9
708
64.9
8qe
86.4
098
75,5
849
88.7
688
57.9
849
62.7
75.3
659
40.5
849
72.5
852
42.5
849
72.4
651
761n
115.E
762
120.7
885
96.3
762
102.8
652
82.5
762
90.0
640
72.2
762
80.9
629
64.2
752
74.2
620
57.8
752
69.2
762
62.8
e02
41.3
762
59.9
597
30.1
762
59.4
695
781n
108.8
724
111.4
634
89.0
729
&.8
621
Tfl3
724
62.9
609
Ba.a
724
74.4
599
59.4
724
68.1
591
53.4
724
63.4
24
57.3
573
38.2
724
54.3
567
33.4
724
53.5
665
90In
69.6
54371.a
483
SBA
543
60.7
474
49.7
643
62.0
466
43.6
543
47.1
458
38.0
543
42.8
452
34.8
543
39.5
543
34,9
436
24.8
543
32.1
430
21.7
643
30.7
426
981n
57.3
478
56.8
427
47.8
d78
49.7
419
40.9
478
432
412
36.8
47B
38.6
406
31.8
476
34.8
400
2B.7
478
32.o
478
ff114849
28.1
388
20.5
478
25.6
300
17.9
478
24.2
376
1081n
40.3
377
41.1
34737
34.6
3352fl8
377
30.0
330
25.2
377
26.6
325
22.4
377
24.0
321
20.1
377
22.0
77T
19.0310
19.9
377
17.1
309
1111n
37.1
357
97.8
323
30.9
357
31.8
376
2B.6
357
27.8
313
23.2
357
24.4
309
20.6
306
18.5
357
20.1
J57
17.4
294
1201n
29.3
30B
29.8
279
24.6
308
25.1
274
21.0
3D6
21.7
270
1&3
303
19.2
267
1&3
J31722.0
77.3
283
144 in
17.0
212
17.2
196
Anchor Capacity Table (lbs)
Substrate'
2.7k Concrete
3.5k Cone.
Hollm CMU
Filled CMU
PTWood
Metal
Anchor Clip Pettems
Anchor Type:
3I18' Elea UlrecOn
1/4" Elco Ullrecw
5/1B' EEo
Ultrecon
3116' Etc. Uluaoon
1/q" El.. Ulhawn
1/4' 86 Elco
AggreGmw
5116' Eleo
Ulirarnn
IW SS Elea
AggreGatu
010 Steel
Screw (GS)
912 Steel
Screw (GS)
912 Steel
S- (G6)
Edge Distance (in):
1"
2-1/2'J450lbs
2-112"
3.110'
1"
2.11r
1"
2.1/2•
2'
34/8'
2'
0.48'
0.60
0.324'
2 Anchors @ 4.76" Min.
Embedment (ID):
O.C. / Standard Clip (Fig.1 or2):
1.314•
390lbs
1314"
390Its
1314'
890 Ibs
2•
16441be
1.114'
27g Ibs
1.114" ,
280 Ibs
1-U4"
354 Its
1-1/4'
7401b3
1-7/4"
468168
1-1/4'
6641bs11821bs
2"
I -we,
RIS Iba
1318'
420 Ibs
(see note 4)
560lbe
4 Anchors@2.25"Min. O.C.f Standard Clip (Fig. 3):
7001hs
700@a
14f01bs
9521ba
WA
6601bs
WA
630Ibs
WA
BBO Ibs
WA
6521bs
9401bs
11201bs
B Anchare 1.t5' Min. O.C, / Slendeld Gtp (Fig. 4):
050lbs
1400ItsWA
WA
WA
76D Ibs
WA
NIA
WA
NIA
WA
1304 Ibs
16801hs
224014
Anchors @ 3" Min. O.C. / (2) 2.5 Ai gle Clips (Fig. 5):
780lbs
180 lbs
17601he
3280 Ibs
640Its
660lbs
7081be
14801bs
930 Ibs
1328 Ibs
23041bs
552Its
840 res
1120 Ibs
8 Anchors 1ji 3" No. O.C. /(2) 2z5 Angle Clips (Fig. 6):
11701DS
1170lbs
2340lbs
2844Its
8101be
840 lbs
WA
114016s
14041ba
1320 Ibs
9781ba
12601he
18801bs
4 Anchors @ 0.45 Min. O.C. I U-Clip, inb 1!8'Alum. (ig7):
WA
WA
WA
WA
WA
NIA
WA
WA
WA
NIA
��plb.
NIA
WA
143216s
2Anchom @ 2.25• Min. O.C. / F-Clip (Fig. 8):
350Ina
s5D Ibs
200lbs
705In.
476Ibe
WA
280 lbs
WA
3151bs
O lha
qqD Ibs
3261hs
4201ba
6601ha
4 Anchors @ 1.75"Min. D.C. / F-Clip (Fig. ej:
4B0Ibs
700lbs
WA
WA
NIA
WA
3BD Ibs
NIA
NIA
N/A
WA
8521bs
840Ibe
11201hs
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(D u,) X ( ANCHOR \ _ 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,
UFFSE r CLIP. USE THE SAME ANCHOR PAT I tHN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURER: FIGURE 9: TABLE NOTES:
• o o ° • o o • • o o • • • • • o • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
0 0 0 • ° o 0 0 • o o • • • • • ° • • • 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 18-20. ALL
FIGURE 5: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD
• • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
•
• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 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.
--j 1.000' I--
4.000"
125'
1'X4'X.125'MULLON
as complying with the Flori6a
Building Code
Aewplallco No
13pi'mi-itial4
By
Mien oda Pradu9FCon 1
111111i1f1///
�� '��; ''�1GENSF '•.F'S5 �i
* No.58705
EOF
���'��''•. FLORIOP•'�('j��
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 7A
Mullion
Width
SD in G 601n 1 701n 80 in 1 9010 11DO In 120 In 1 1401n 1 160 in
X 4 X .376 Loading LoadlnB LmdlnB Load-mgLoading Loading Laetlln9 Loatllnp Loading Loading boding lodin0aLoetlirq Loading Loading lnsdlne Loedin0 LoedlnB
Alum. Tube ,s ,�• A a., a •a .. ,. -t $� -t fR Mull
ion $� S 3� 88 g
�g�17� ���jS'��
f 2 fos drc�G d fc �� G {cprco a� 5� Ijat�$ S }{a�,rc a d`i prc�r �o rco aF' E,_.a:
J 9 g 3 5 9 Qn:
A
C
9
J
TCRI F 7R
Anchor Capacity Table, ([be)
Substrata:
2.7k Concrete
3.5k Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patterns
Anchor Type:
3118' Etco Ullracon
114` Elco Ullrecon
5/16' Elco
Ullreeon
3/18• Elco Ultrecon
1/4' Eon uilramn
114" SS See
AgpraGetor
5116• Elco
Wtrecon
114" SS Elco
AggreGalor
910 Steel
Screw (G6)
M2 Steel
Screw (GS)
#12 Steel
Saw(M)
Edge Dist —(In):
1'
1 2-1/2'
1"
241.
3-lie"
1'
1 2-1f2'
T
2-1/2'
2'
a-118'
Y
0.48'
0.54'
0.324"
Embodment(in):
1.T4"
1JN"
1-314•
1-314•
2'
1-11d"
1.1/4'
1-114•
1-114•
1-114•
1-1/4'
2'
9f8 1.-
Two"
(see note 4)
2Anchors ® 4.7T Min.
O.C. / Standard Clip (Fig. 1 or2):
33016s
39D Ibs
45016s
090 lbs.
18441bs
27016s
280 lbs
354lb.
, 740 lbs
4681bs
664 lbs
1182lbs
328lbs
420lbs
56016s
4 Anchors U 2.25' Min. O.C. I Standard Clip (Fig. 3):
700IN
700lbs
580lbs
1410 lbs
952IN
NIA
SOD lb.
WA
630lbs
NIA
880 lbs
WA
652Ito
8401D9
11201Ds
8 Anchors Mi.O.C. /Standard Clip (Fig. 4):
9e016s
19001bs
NIA
NIA
WA
WA
760 lbs
WA
NfA
WA
WA
WA
1304 Ibs
1680 lbs
2240lba
4 Anchors Q 3'Min: 0.0 / (2) 2x5 Angie Cops (Fig. 6):
780lbs
780lbs
go lb;
1780 ba
3288 lbs
6401bs
56D ribs
708lbs
1400 lbs
638 lbs
1328 lbs
23041he
852lbs
840 Ica
112016s
6 Anchors @ 3' Min. O.C. 1(2) 2.5 Angle Clips (Fig. 6):
1170 ls
1170 ms
102016s
2340 lbs
2844 lbs
8101be
64D bs
WA
11401bs
1404lbs
1320 Ibs
3540 Iba
978lbs
1260Ins
1680lbs
4 Anchors C 0.45 Min. O.C. I U-CIIp• into Ile" Alum. (Fig.. 1):
WA
WA
NIA
WA
WA
WA
NIA
WA
Nlq
WA
WA
WA
N/A
WA
14321bs
2AnOum a 2.2V Min. O•C.I F-Cllp (Fig. 8):
350lbs
350Ibs
2801bs
70516s
476 R.
NIA
28016a
WA
3151bn
Olbs
44016s
0 lbs
328lbs
420 lbs
560lbs
4 Anchors 01.16• Min. O.C. / F-Clip (Fig. 9):
460lbs
7001W
NIA
WA
N/A
N!A
38D IDs
WA
N/A
lllA
NIA
WA
8521bs
840lbs
11201Ds
---• - — • •,— — - �� � — — —1— rrrva.n-- 1-- ANu ANUr1UK VALU= AJ lilt A IANUAHU ULIF.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9:
o ° ° • o ° ° o • ° ° • • • • • U-0
• •
FIGURE 5:
FIGURE 6:
FIGURE T
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS.
RNUn V i/ VAYAUI I T ADJlr31 dIENT FORMULA:
(DP •"") X (ANCHOR CAP.:,,\ _ ANCHOR CAP_,
MULLION CAP.
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20. ALL
MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD
FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 6063-75 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM
GRADE 33 AND .046" 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.
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No )�
ExpirationiUute
By
Miam ode Product' 1
• 011I1 (111yr,
J B
* No.58705
b VIOE�
OF OF
�iO'� •'•. FCOW P;••'•(-)�
A. LYNN I1 12ER,IP.E.
FL P.E.# 58705
TABLE 8A
Mullion Capacity Table Ibe/ft7
Opening Width (for vartically-spanning
mulions) or Opening Height (for horizontal"pannIng mullions). ,
50 In
601n
70 In
801n
go In
1001n
120 In
1401.
ISO to
1.25" x
3.168' x
Rectangular
Loading
Trapriden0.
Loading
ReclengWar
Loading
Trep/Tdang.
Loedin9
Rectangular
Loading
Tmp/Tilan9.
Loe01n9
R,.Woulcn
Loading
Trep/Tdeng.
Loading
Reciangaier
Loading
Trap/nleng.
Loading
Rectangular
Loading
Tmp/Tifeng.
Loading
Rectelgular
Laedtng
TmplTriang.
Loading
Rectangular
Loading
Tmp/Tdang.
Loedln9
Rectangular
Loadir,9
Trap/Tdang•
LoadnB
Tube MullX74.4.70
a
rcg'2
3
.{�fr1TjF
R
8�
1
fl
B
,13
5
f421n
B
Fg2
$�
�g
5
{
I
.E�
H
gy
o�
36
$
gy
c�
$
S`
A
$
t�
3
6
s
170620170.0
435
7700
170.0
468
178.a
508
170.0
992
170.0
519
170.D
1116
170.0
521
170.0
1240
170.0
521
1700
1408
170.0
521'
170.0
1735
170.0
621
161.6
1769
170.0
621
40 in
170.0
706
170.0
524
170.0
850
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
880
154.9
1548
170.0
680
132.7
1546
770.0
880
118.1
1648
170.0
880
50.625 In
170.0
747
170.0
563
170.0
Bile
170.0
631
170.0
1048
110.0
B84
170.0
1195
170.0
723
170.0
1346
170.0
747
187.0
1408
U0.0
766
139.2
1468
170.0
756
119.3
1488
770.0
756
104.4
146E
170.0
766
S41n
170.0
707
170.0
612
170.0
956
170.0
601
170.0
1116
170.0
754
170.0
1275
170.0
803
163.1
1376
170.0
837
140.8
137E
170.0
856
122.3
1376
170.0
861
104.8
1376
170.0
861
01.7
1376
170.0
881
60 in
170.0
835
170.0
701
170.0
1063
170.0
797
158.9
1158
170.0
678
139.0
1158
157A
930
123.6
1158
156.6
919
111.2
1168
150.0
912
927
1158
144.8
905
79.4
1158
144.0
905
69.5
1158
144.8
005
631n
170.0
930
170.0
746
160.1
1051
170.D
86)
137.2
1051
165.9
682
120.1
1051
142.0
048
106.7
1051
132.3
837
08.1
10S1
125.7
830
80.1
1051
119.5
822
8B.8
1051
119.1
821
60-0
1051
119.1
821
o -
m
-66 in-
187:1
-957'
-170.0
-789
-138.3-
O67'-
161:8:
--805
119.4
957
134.0
790
104.4
957
121.6
777
92.8
957
112.8
761
83.6
957
106.E
759
69.6
957
100.0
750
Sir
957
98.9
748
52.2
967
98.9
748
a
721n
128.7
804
135.2
698
107.3
004
116.2
684
91.0
604
101.3
671
80.4
804
01.4
800
71.5
804
B4.7
650
04A
804
76.8
643
53.6
804
723
633
46.0
804
69.0
620
40.2
804
69.8
628
-J
0
761n
109.4
722
114.4
630
91.2
722
97.2
818
76.2
722
85.3
606
68.4
722
78.7
59B
60.0
722
70.3
588
64.7
722
85.6
580
46.6
722
722
2
582
564
r�
78 in
101.2
686
105.E
600
64.4
685
89.6
5e8
72.3
606
78.6
677
63.3
8B5
70.6
560
60.2
685
84.5
Sao
50.6
685
80.1
553
42.2
695
685
5
BD.7
636
901n
65.0
615
68.0
457
54.0
515
67.5
449
47.1
116
60A
4 11
41.2
615
44.7
434
30.0
616
40.0
428
33.0
515
37.4
422
27.5
515
INS
29.1
404
96 h
54.3
453
55.8
404
45.3
463
47.1
397
38.0
453
41.0
301
33.9
463
36.4
305
30.2
453
33.0
379
27.2
453
30.4
374
22.6
453
453
3
229
358
108 in
38.1
358
39.0
323
31.8
368
32.6
318
27.2
356
28.4
M3
23.8
358
25.2
308
21.2
358
22.7
304
19.1
358
20.0
300
15.9
358
J413
If
111 In
35.1
338
We
306
29.3
33B
30.1
301
25.1
338
26.1
297
22.0
338
23.2
2B3
19.6
338
20.0
289
11.a
036
19.1
2.5
1201n
27.8
290
26.3
264
23.2
290
23.8
260
19.9
2 00
20.6
268
17.4
290
18.2
253
16.4
280
18.4
249
1441n
10.1
201
1B,3
JOB
TABLE BB
Anchor Capacity Table (Ibs)
SUDsOete:
2.7k Concrete
3.5k Conc.
Hdlaw CMU
Filled CMU
` PTWood
Metd
AnchorClip Patterns
Anchor Type:
3/18• Elco Ullrecon
1/4' Elco Ulbacon
5116" E1rq
lntBcon
3116• Elco Ullrecan
7/4' Elco UlUacon
1!4' SS Elco
AagraG for
5/78" Oco
Utmcon
1/4" SS Eico
AgOreGator
910 Steal
Screw (G5)
912 Smd
Screw (G6)
g125ted
Samw (G5)
Edo. Distance gn):
1'
2-1/2"
1•
24/2•.
3-118-
1•
2-1/2'
1•
2.112'
2"
3.1/8'
T
OAB"
0.541
0.324'
Embedmentgn):
Isla"
1-3/9'
1.314'
1a/4"
T
1.1/4'
1.114"
1-114'
1.1/4'
1-1/4"
1.114'
Y
1.3I8'
1.31V
(see rote 4)
2 ApMa; ®4.7V
Min O.C. ! StendaN Clip (Fig. 1):
3901ba
38016s
4601bs
8901bs
19441ba
2701ba
28D Ibe
3541be
1401bs
468 Ibs
6B41bs
I 11821b
3281ba
420 Ibs
65o Ibs
4 Ancham 7.75•Mim O.C.!SlentlaM Clip (Fig. 2):
460Iba
7061ba
WA
WA
WA
NIA
38016s
WA
.N/A
N/A
NIA
WA
8521ba
840 Iba
112016s
4 Anchoro gg 3"Min. O.C. /(2)245 An919CIips(Fig. 3):
7110I1,3
7801b
Re [be
1560 Ibs
IB981b3
640Ito
6601be
WA
7601ba
936@a
BBO Ibs
Yde416e
962 We
1401bs
112111s
4 Anchore (� 0.45' Mtn. O.C. / U-Clip, Into 118• Atum. (Fig. 4):
N/A
N!A
N/A
WA
N/A
WA
WA
NIA
WA
.
WA
WA
N/A
WA
143216s
1 Anchorl F-Clip (Fig 5):
1651bs
1951bs
22510a
4451bs
8221be
1351ts
140lbs
1771bs
3101ba
2341be
3321ba
591 Ibs
163Iba
21016s
2801bs
2 Anchom ® 1.151 Mtn. O.C. / F-Clip (Fig. 6):
2401ha
36016a
WA
WA
WA
N/A
100 [be
WA
NIA
WA
NIA
I WA
3261be
420IDs
SBO Iba
✓, - FOR THE OFFSEI ULlr, USE THE
FIGURE 1:
o
OFIGURE
FIGURE 4: FIGURE 5:
M
AN1.H UK UAIWA IT AUJUSI MtN t FUKMULA:
(DP_) X Q ANCHOti CAP.,,,a,w,) t ANCHOR CAP.-
`MULLION CAP.,,,,,,,
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
AME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 2: TABLE NOTES:
• • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND'SHEET 22 FOR INFORMATION
ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
ANGLE
CUP MUST
• •
BE USED
IN PAIRS.
FIGURE 6:
•
•
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORMTOASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
o=
PRODUCT REVISED
as complying with 1110 Florida
Buiid'ulg Code
Acceptance No 11
E irofio 100ate sp
By
Miam adePiodlk241,
1
t\t111111!//
V�C
ENS .'•C�l'P '
t1a. 58705
�'•, a - 11 ' w,
iO . ST TEOF
A. LYNN N IILL9R, P.E.
FL P.E.# 58706
Sol. I so In
2 X 4 X .25
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Alum. Tube.
,�.
•.
.a,
Mullion
R
ig
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Width (for venlallyspanning mullions) or Opening Height (for
70 in
601.
901n
10 In
1201n
1401n
160 in
Reclanoulw
TmpiTdang.
Rectangular
Tmp/Tdang.
Rectangular
TmpRdan9-
Reclan9War
Trap/Tdang.
Reclmigula,
Trap/TdenB•
Reotft16j-
Trap/Tdang,
Reolanoulor
Trep/Tdan9.
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Anchor Capacity Table (Its)
Subsbale:
2.71, Go to
3.5k Cone.
H lIav CMU
Filled CMU
PT Wood
Maw
Anchor Clip Patterns
Anchor Type:
3N0'Eico Ullrawn
1/4 Eko Ultrecon
5178" Elw
UItrawn
9/16"Eko Ullrawn
1/4'Elco Ullrawn
1/4" SS Etw
AggoGalof
5/10' Elco
Ntrawn
114" SS Elco
A99.13ator
Ill"Steel
5crew(G5)
AI2 Steel
Screw(135)
a12 Steel
Scraw(G5)
' 2Anchas @4.75' Min
Embedment On):1-/4•
O.C. / Sler"" Clip (FIg. 1 or2):90
Edge Diatance(in):2780lbs780
2-1/Y
1'
2.117
3.116'
1"
2-11T
V
2-1/2'
2-
3-1/a'
r
0.48"
O.tr:'
0.324'
lb.
13/4' _
450lbs
1.314"
890 Ibs
Y
1644lbs
1-1/4'
270lbs
1-IN, -
280 ms
1.1/4'
sm lbs
1-1w
740Its
1.1/4'
468 n.
1-1/4'
lb.11821bs
2'
1.3/w
326Its
I-ww
4201bs
(see nole4)
6601bs
4 Anchors @ 2,6g' I.O-C. / Standard Clip (Flo. 3):40
It.
630lba
148S Ibs
1424 Ibs
WA
500 Its
WA
0051bs
I41A
WA
652lb3
840 IDS
1120 Ibe
6 Awhors 1.71' Mtn O.C,1 SteManl Clip (Fig. 9):050
C
7581ba
18451bs
WA
WA
7051bs
WA
769Its
WA
WA
976Its
1260 Ibs
1060 Its
4 Amhara @ T Min. O.C.1(2) 2x5Angle Clips (Fig. 5):780
bs
6901bs15601bs
189611u
6401 -
660Ibs
WA
7001ba
033ma
23841bs
tU216s
8401bs
11201ba6
Anthem @ 3"MIn. O.C. / (2) 2x6Arigle Clips (Fig, 0):770
k1s
1o20Ibs
234o tbs
28441bs
810 hs
8401bs
WA
1140lbs
1404lbs3546lbs
]440lba
9781he
1260Iba
1680 It.
3 Anchors @ 1.34" Min. O.C. / U-Clip, Into U6' Alum. (Flg. 7):WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
0741t
e Axhmra @ 0.64' Min. O.C. / U-Clip, Into 1/8" Alum (Fig 0):WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
214 It.
2 Anchor6 @2.68"MIn. O.C,lF-Cltp (Fig O):
3701bs
3701bs
315Ibs
7431ts
7121hs
WA
280Ibs
WA
343lb.
WA
WA
320lbs
4201ts
Willits
3 Anchors @ 1.71" Min. O,C. / F-Clip (Fig. 1o):
3001hs
3901ba
340lbs
7M lbs
a481bs
27o lha -
2801ba
WA
3801bs
4581bs
ti.216s
3261be
42016s
5g01M
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
• o 0 0 • o o • • o o • • o o •
o a ao ° • o ° oo ° o • a oo ° • • • oo • •
FIGURE 5: FIGURE 6:
• • • • • • • • • •
FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP
o• • o o • (FIGURES
o o
• o •• o 0 0 0 0 • MUST BE USED
IN PAIRS..
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
Vf1r-1 T -Di -I rUKMULA:
(DP_) X / ANCHOR CAP.,,,,,,—\ _ ANCHORCAP.,,,
MULLION CAP
.,,o,,,_
USE THIS FORMULA TO OBTAIN THE `ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20. ALL MULLION CLIPS MAY
BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON
SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18
GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL.
O
O
0M
O
Ilte Flotilfe
(tllllf)Y
441Z
�`r CENSE '•. 'A i
No.58705 •
=v '• (1 3��11 LU
PO'•, S7A E O : •' ,���
i K' '•.. FCORIOP•'•
SSIONN-�?:
A. LYNN f MILER, P.E.
FL P.E.# 58705
TABLE 10A
1/pening 9Blaln (Torveracalry-spanning mullions) or Opening Height (for hDdzonlaliyspanning mullons)
50 in 80 in 701n 80 in _ 80 in 1001n 1201n 1401n 160 in
2 x 8 x .25
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Alum. Tube
Mullion
t•
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a
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8
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.TART F V1R
Anchor Capacity Table (lbs)
Subehate:
23k Concrete
3.5k Conn.
Hollow GMU
I Filed CMU
PT Wmd
Metal
Anchor Clip Patterns
Anchor Type:
0/79" Elm UlHacon
114' Elm Ulirecon
6/16" Eleo
Uhmcron
3/18' EICD Ulhacon
1/4" Elco Ulhecon
114" SS Elm
AggreGetQ
6I16" Mon
U16" mn
1/4' 6S Elm
AggNGetar
•108tee1
Screw (GS)
012 Sfeel
Screw (G5)
41281eel
Screw (G5)
2 A.horm @ 4.75• Min.
Edge Distance (in):
Embedment pn):
O.C. /Standard Clip (Fie. for 2):
1"
71/Y
1'
2-1/2"
3.1/8"
1^
2-11r
1'
2-1/7'
r
3.1/8"
2-
0.48'
0.64'
0.324"
1J/4'
390lb.
1-3/4"
390 lbs
1.314"
4501bs
13/4'
890Ibs
2"
1644 lbs
1-1/4"
2701bs
1-1/4'
2901bs
1-1/4'
364 lb,
1-1/4"
740lbs
1-1/4-
488Ibs
1-1/4"
664 lba
2^
1182lba
1-w1r4
320lbs
1-318'
420lbs
a¢a note 9)
560 lhs
4 Anchors @ 4.6W kiln. O.C. / Standard Clip (Fig. 3):
780 lb,
780 lbs
6001ts
1760lbs
3084 lbs
540lbs
580lb,
708 lbs
14801ba
930lbs
1104 Ibs
23641bs .
852Iba
84016s
11201bs
B Anchors e01.71' MIn. O.C. / Standard Clip (Fig. 4):
1180 lbs
1400 lbs
10101bs
25951bs
N/A
N/A
0401as
WA
1065lbs
NIA
WA
WA
1304 lbs
1680 lhs
22401bs
4 Anchors @ 3" MIn. O.C. / (2) 2x5 Angle Caps (Fig. 5):
780 lbs
780 lbs
69016s
1560 lbs
1896lbs
540 lbs
56011,3
WA
760 lbs
036lba
880 lb,
2364 lb.
652 lbs
840IN
1120 Ibs
8 Anchan, @ 3" Min. O.G / (2) 2,5 Ande Caps (Fig. 6):
1580lbs
1660 lbs
1360 lb.
3f201be
a7021bs
1080 ma
1120lb,
WA
1520 Ibs
18721he
17601ba
47281hs
13091bs
18801b9
22401bs
12 Anehorm 1.6' Min. O.C. I(2) 2a5 An91e Cllpa (FIB. 7),
16801L5
2100 Ibs
1440 Ibs
37a0Iba
. N/A
WA
1320lbs
WA
1600 Ibs
WA
WA
N/A
1958Ibs
2520 the
9360Ibs
4 Anchors @ 1.34' MIn. O.C.! U- Ip, info 1/8" Alum. (Flq. 6):
WA
N/A
WA
WA
NIA
NIA
N/A
WA
WA
N/A
WA
WA
WA
NIA
1432 lb
BAnchom @0.6C Min. O.C./ U-Gip, Info 1/8'Alum. (FI9. 9):
WA
N!A
WA
NIA
WA
WA
WA
2 Anchors @ 4.68^ Min. O.G / F•Cpp (FIB• 10):
3801bs
3801bs
45016s
8801bs
15321hs
2701hs
2801bs
4 Anchare @ 1.77"Min. O.G / F-CGp (Fig. 11):
690lba
7001bs
5051W
12091bs
N/A
WA
4701bs
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES; FIGURE 10: FIGURE 11:
• 0 • • • • • oo • o• •• • as • oa
0 00 0 0 0• o 0 00 0 • oo • •• o ao • o0
0 oo 0 0 oe o 0 00 0 c o o • o 00 • o0
0 oo • o 00 0 • oo • • o • •o •• • o •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • - • • • • CLIP
(FIGURES
• • • • • • • • 5-71
MUST BE
• • • • • • • • USED IN
PAIRS.
-nun 1" mvi 1 T AUJUO i MtN I rUHMULA:
(D _) X ( ANCHOR CAP.„„,,,,e,"�=ANOHOR CAP..,,
MULLION CAP.,,�,,,,,,a
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.
WA NIA WA WA N/A WA WA 28841bs
96416a 7401hs 4881bs 6521bs 17821ha 3201ba 4201bs 6001ba
WA 53J Ihs - WA N/A WA 6521bs PTO lbs 11201bs .250"
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.000.
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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 6063.75 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046" 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. 2' X 8" X .25'
MULLION
the Florida
No
m
No. 58705 '—
-10
''/7,`S/0NAL
A. LYNN ER, P.E.
FL P.E.N 58705
TABLE 11A
Mullion Capacity Table Ibslfe
Opening Width (tOreerlically-spanning
mullions) or Opening Height (for horl2onlally_spamling mullions)
601n
601n
701n
80 In
601n
100 in
1201n
140 In
160 in
1.26" x 2.11"
ReMeneulsr
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Loadln9
Trep/Tdarg.
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Raclangular
Loeotng
Tmp' ng.
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Rectangular
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TMplirdang.
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Rectangular
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Trep/7dang.
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Trap/Tdang.
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x.125"Alum
Mull'
r
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k
T
TE
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3`
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Y¢
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y^��Yj`
2: Es
47`
cig
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¢
ci
5
f
G
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p2Tube
.6g�g
c9
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G
S
t4
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2Y ."d
c9`�
P$ p
Q 44
tp5
`e 6¢
q 4`�j
>i
¢R�j
'� C
8d
ti�`
4i
`s
`d c
Q t
f
6
g
421n
144.2
528
167.0
428
12e2
626
148.0
419
526
136.9
414
90.1
526
134.8
411
80.1
626
134.1
411
72.1
52e
134.1
411
80,1
62B
13q.1
N7
51.5
526
134.1
411
45.1
5Z8
134.1
411
481n
96.8
403
109.0
333
80.5
403
04.7
325
400
06.4
320
60.4
403
81.4
317
63.7
403
79.1
315
48.3
403
78.6
314
4D.3
403
78.6
314
34.5
403
76.8
314
3D.2
403
768
314
50.825In
82.3
392
M.0
301
18,11
362
70.3
284
3B2
71.9
209
51.5
302
67.2
285
45.7
362
64.6
284
q1.2
362
03.8
283
34.3
362
03.5
283
20.4
362
63.5
283
26.7
382
63.5
283
54 In
67.8
318
74.1
267
68.6
318
64.2
261
[8�
318
67.7
256
42.4
310
*53.5
253
37.7
318
50.8
250
33.9
316
49.5
249
28.3
318
49.1
248
24.2
318
49.1
248
21.2
31B
49.1
248
80In
49.5
25B
63.1
2fe
412
Z50
45.7
214
258
40.7
210
30.9
26B
37.2
207
27.5
258
34.9
204
24.7
258
3J.4
203
20.6
25B
32.2
201
17.7
258
32.2
201
1b.6
25B
32.2
201
631n
42.7
234
46.6
200
35.6
234
39.1
195
234
34.7
1.
28.7
234
31.6
180
23.7
234
29.4
186
21.4
234
28.0
184
17.8
234
20.6
183
15.3
234
26.5
183
13.4
234
26.6
183
661n-
- 37.2-
-213 -
-3BA-
-183-
31.0-
-213-
- 337'
-17g-
:
-213-
- 20.8'
176-
23.2
- 213 -
27.0
173
-20.6 -
213
25,1
170'--
18.8
213 -
23.7
18e
15.5
213
22.2
1W
13.3
213
27.0
fee
11.6
213
22.0
166
72In
288
179
30.1
156
23.9
179
25.6
162
20.4
178
22.5
149
17.8
179
20.3
147
16.9
179E113
148
701n
24.3
181
25.4
110
20.e
161
21.8
137
17.4
161
19.0
ill
Y5.2
161
1Zo
133
78 in
22.5
162
29,5
139
18.8
162
18.9
131
181
162
17.6
128
Anchor Capacity Table (]be) -
Subatrelo:
2.7k Concrete
3.bx Con0.
Iloilo✓/ CMU -
Flied CMU
PT Woad
Metal
Anchor Clip Patterns
Anchor TyP�
9/16' FJco Uleecan
7Iq" Elco Utncon
6/16' El..
Ulrewn
3/i6' Elco Uluawn
114' Elco Ullrecan
714" 66 Elca
AggraGatar
N18' Eleo
Ultracon
V4° 95 Elw
AggreGelor
d10 9laei
Sctaw (GS)
d12 Steel
Sortlw (05)
812 Steal
ScreW (G6)
Edge Distance (Ink
1" 2-112'
1° 2-112"
3-1/8"
1'
2-112"
V 2-1r2"
Y
3118"
2;
0.49"
0.64'
O.a24"
Embedmentpn):
1al4' 13/4'
1-9//' 1-3/4"
2'
1.114"
-1-V4"
1-1/4` 1-1/4"
1-U4"
1-1/4"
2'
1318"
13l6'
(eeenote4l
4 Ancho. (g 3" Mlrt O.C. 1(2) 2x5 An81e Cllpa (Fg. 1):
7801ba 7801bs
BBD 16a 15601hs
1888 bs
540105
58016s
tUA 760 ro9
836Ibs
0801bs
2384Ibs
6621hs
84o Ibs
14321ba
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20.
ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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
ANULIUM UAYACI T7 ADJUSTMENT FORMULA:
(D q•) X ANCHOR CAP., ^ ANCHOR CAP.,,,
MULLION CAP,,,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUALPRESSUREREQUIREMENT 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.
h
�ON
wpY
CY 42
PRODUCT REVISED
as confrAying with tho Florida
Duildih6 Code 1
Acceptance No
Fac lietin fnala
Dy
Mitdni ade Product'Con 1
\auto!/
* No.58705
it 3•
oFti
•. STA E
cSS10NA1-�? .
A. LYNW wi.!L R, P.E.
FL P.E.# 58705
TABLE 12A
Anchor Capacity Table (lbs)
Substmla
27k Concrete
3.5k Ccnc.
Holbw CMU
FBlsd CMU
PT Wood
Metal
ArtchO! Clip Patterns
Anchor Type:
3/18' Elm NIBwn
1/4' Elco UlBeon
5118' Elco
U3-11W
3118' Elm Ulbacon
1/4• Elm Uftrecon
114' SS FJw
ADgBGstor
91fi" Elco
Ultmeen
114" SS Elco
AggreGatw
1110 Steel
Serew(GS)
012 Sleet
Screw (GS)
412 Steel
Screw (G5)
2 AncM1OB 5' Mirt
Edge Dlslence (In):
Embedment M):
O.C. / (2) 2x5 'Angle pips (Fig. 1):
1'
1°
2-712'
3•t!6'
1'
- 2-1/Y
1'
2'
31B'
7
0.48'
0.w
0.324'
1- 14'
3001hs
E
1314'
4501bs '
1.3/4'
BBO Ibs
2'
17001bs
1.7l4"
270 BS
1.1/4'
280lbs
1.1/4'
3541bs
1-7/4"
740lbs
1-1/4'
g8816s
1-7l4'
7201bs
2'
11821bs
13/w
328 lbs
I -TO'
420lbs
(sae note 4)
560 lbs
4 MDh0B Q 3.S' Mln. D.C. 2x5 Angle pips (Fig. 2):
780lbs
7g01bs
167016s
2626Ibs
540 ms
5801be
WA
11201ba
038Ihs
8801bs
23841bs
652 ma
8401bs
11201bs
8 Anchors (dj 2.71" Min. O.C, / (2) 2x5 Angle piPn (Fig, 3);
1120165
05816s
22461bs
2254 Ibs
WA
8401bs
WA
1059 @S
WA
13201bs
N/A
978 ms
128011ps
16801hs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•SO. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .126"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL
N-UM UAI'Aul IT AUJUJ I MtN I PURMULA:
(D P,) X / ANCHOR CAP.,,,,,,,,,\ _ ANCHOR CAP.."
MULLION
USE THIS FORMULA TO OBTAIN THE -ANCHOR
CAPACITY REQUIRED"CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
30' BAY
MULLION
3.250"
REVISED
g wi011he TWTIds
0
`\` NN "I'll M/ '/i
[ i
\�-'`IGENSg.'.�Cc•P i
* ' N..58705
STATE 0
10
ii %'•. FLOR10.;••' �N
,' /ONA1-
A. LYNN/M{LEER, P.E.
FL P.E.# 58705
TABLE 13A
Mullion Capacity Table (lbslft2
Opening Width (forverlically-spanning
mullions) or Opening Height (for horiwrdally-spanning mullions)
50 In
601n
70 In
So in
DO in
100In
1201n
1401n
160 In
3.26'r 46
Racteing
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Reclarlpuler
loading
Trop/Tdeng.
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RtKlergt4ar
L.,f V
Trop?ing
Loading
RecterOWar
Loading
Trop/Tdang.
loading
Rectangular
Loading
Trep?dang.
Loading
Rectangular
Loading
Trep/Tdang.
Loading
Rectangular
Loadlrq
TreplTdeng.
Loading
DEG. AL
BAY MULLA
TO.-.3-21
T-11341-8-11-18
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a
B
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d
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3
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1 ��
s
a¢
.`0
f�•
¢�
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3c�
`gB
s
o
`
42In
170.0
$20
170.
4435
170.0
744
17o.0
476
170.0
886
170.0
506
170.0
9B2
17D.0
619
170.0
1118
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
621
1700
1735
170.0
621
160.3
1871
170.0
521
461n
170.0
705
170.0
524
170.0
050
170.0
584
170.0
092
170.0
630
170.0
1133
VIA
661
170.0
1276
170.0
677
170.0
1417
1700.
Sao
163.7
1637
170.0
680
140.3
1637
170.0
800
122.0
1837
170.0
e80
60.626 in
170.0
747
170.0
503
170.0
sea
170.0
631
170.0
1046
170.0
664
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
MG
147.1
1662
170.0
768
12al
7652
770.0
755
110.4
1552
170.0
750
641n
170.0
797
170.0
612
170.0
958
170.0
691
170.0
1116
170.0r7-
170.0
1275
170.0
603
170.0
14M
170.0
637
165.2
1455
Von
856
129.3
USS
170.0
861
110.8
1455
170.0
881
97.0
1455
170.0
eat
601n
170.0
6a5
170.0
701
170.0
1003
170.0
797
170.0
1240
170.0
157.1
1309
170.0
944
139.7
1309
170.0
1196
125.7
13M
163.5
994
104.8
1309
167.1
982
80.8
13DO
167.1
982
70.6
1309
157.1
932
631n
170.0
030
170.0
745
170.0
1116
170.0
850
102.9
1247
.170.0
040
142.5
1247
164.E
983
126.7
1247
152.6
965
114.0
1247
144.3
952
95.0
1247
138.9
930
81.4
1247
135.7
035
71.3
1247
135.7
935
ra--
m
68 in-
-170.0--974_
_170.0
788'
-170:0
1189"
-170:0
-203
-148.4
1190
183.7
965-
129.9
119D
747,9
045
11G4
1190
136.5
____
928
1039
1790
1284
Bib
88.8
119D
110.E
BBB
74.2
itOD
118.1
893
84.9
1180
11a1
S.
72 In
181.6
1010
708.8
877
199.7
1070
144.8
859
115.4
1010
127.2
842
101.0
1010
114,7
828
69.8
1010
105.6
817
80.8
1010
68.2
807
87.3'
1010
00.8
795
67.7
1010
87.6
700
kti
1010
87.7
789
„-"'r•
76 in
137.4
000
143.8
702[114.5
206
1270
775
98.1
908
107.1
761
85.9
006
96.2
740
76.3
908
M2
738
08.7
908
82.3
729
b7.3
908
74.7
716
49.1
80g
71.2
710
429
000
70.0
70875
in
127.1
861
1325
754
001
112.5
-e90.0
U01
80.6
725
79.4
861
88.5
713
70.0
861
81.0
703
63.6
881
75.4
694
63.0
Sal
68.1
68145.4
861
04.6
676
30.7
661
63.7
072901n
827
648
85.4
574
640
721
%4
59.1
648
82.9
554
51.7
648
58.1
545
46.0
648
509
637
41.4
648
47.0
530
34.5
848
41.5
519
29.5
848
38.2
611
26.0
848
38.5
607be
In
08.2
660
70.1
508
585
59.1
499
40.7
500
51.4
491
42.6
508
45.8
483
37.9
568
41.4
476
34.1
568
38.1
470
28A
586
33A
459
24.3
568
30.5
462
21.3
688
28.7
4471081n
47.0
440
48.0
405
449
41.2
390
34.2
448
35.T
393
29.9
449
31.7
387
26.6
448
28.6
382
23.9
449
28.1
377
20.0
A49
22.7
988
17.1
449
T0.4
361
ISO
440
18.0
356111
In
44.1
425
46.0
365
425
37.9
379
32.8
373
27.8
425
29.1
367
24.5
426
28,2
362
221
425
24.0
358
16.4
425
20.7
350
15.8
425
18.6
343
120 in
34.9
384
35.6
331
20.1
381
29.8
s28
�4.
E425
25.8
321
21.8
389
22.8
317
19.4
S84
20.5
313
17.5
384
18.7
909
144 in J
20.2 1
253 1
20.4
233
16,8 1
253
17.1 I
no
Anchor Capacity Table (Ibs)
Substrate,
2.7k Concrete
3.5k Conc.
Hollow CMU
Filed CMU
PT Wood
Metal
Anchor Clip Patterns
AnchorType:
3'18' Elco Uneven
1/4' Elco Ullrecan
6LIV Elco
Ul9econ
3116m Elco Ultracon
1/4" Elco Ultrecon
1/4" SS Elco
A99reGelor
5110' Elco
Ullmcon
1/4" 33 Eice
AggleGetOr
#10 steel
Screw (G5)
#12 Steel
Screw (G5)
#12 Slael
Screw (GS)
Edge Distance (In):
1'
2-1/2'
1"
2-1/2'
3-118'
t"
2-1YY
V
2-1/2'
2•
3-1/6'
2"
0.41r
0.54"
D.324"
2 AnohDrs @ 5' Min.
Embodment pn):
O.C. (2) M nine Clips (FIg. 1):
1-3/4'
3801bs
13/;'
390 its
1-3/4'
ED ft
13/4'
890 Ibs
2'
1-1/4"
270lbs
1.114"
2601bs
1-114"
3541bs
1-1I4'
7401ba
1-1/4'
4801bs
1.1/4"
720 Ws
2'
1102lbs
13I8'
1310'
(see note 4)
17001be
3261Ds
420lbs
6601bs
4 AnchoB/(2)2nc5 Angie Clip (Fig. 2):
78016s
78DIb9
7901be
16701bs
25251bs
540Ibs
660 lbs
- NIA
11201bs
938lbs
BBD ma
236d Ibs
8521bs
840lbs
1120 ors
8 AnchoB @ 271" Min. O.C. / (2) 2k5 Angle Clips (FIA- 3):
11201bs
1120 Ibs
958IDs
22A8 81a
2264 Ibs
WA
84016s
NfA
1059 Ibs
WA
132010s
N/A
B'Sibs
128tl IDs
1680 ors
FIGURE 1:
FIGURE 2:
FIGURE 3:
[ 0 , 0 �1
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 0.65. 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,
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(D .")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 avith the Florida
Building Code „ „non
v tuulu,>;
* No.68705
67A EO : •_��
A. LYNN fu11LLt'k, P.E.
FL P.E.# 68705
1" X 2.76'X .650' MULLION
6063-T6 ALUM.
X-SECTION
[--.126"
-- - - - - - - I U-CLIP-
6083-T6 ALUM.
STANDARDCLIP I XSECTION
6063-T6 ALUM. 2X5 ANGLE CLIP
2.000° I XSECTION I 2.125' 6063-T6 ALUM.
2.600- X-SECTION
125
12SJ I L
�i .740'
6.600'
.376" 3.125' CUTHERETO .375'
_CREATE F-CLIP, SEE MIN.
MIN. DETAIL F. SHEET4
1.15'
MIN._o I i- � 0.3!t4
STANDARD CLIP
8063-T6 ALUM.
TOPVIEW
5.500° .375"
.N.. MIN:
MIN..
I
MIN. nY
O.C.
I B
ID
C
OFFSETCLIP •125"
6063-T6 ALUM.
TOPVIEW
OR .338"MIN.
U-CLIP
6003-To ALUM.
A I E USED FOR ALL I'X2"AND
V X 2.75' MULLIONS.
SHEETS 6.8
0225"TYP TOPVIEW
.338" MIN. U-CLIP
6083-TB ALUM.
1•X3.125"X.6w,
A MULL ONLY. SHEET 9
E TOPVIEW
338" MIN.
{ U-CLIP
6083-TB ALUM.
- 1
.25' X ONLY,
S X .269'
A MULL ONLY. SHEET 12
TOPVIEW
t.w
TABLE B
I .375" MIN. I-
0.312"
3.000" MIN.
2X5 ANGLE CLIP
6083-76ALUM.
TOPVEW
.125"
I'
O
of
a
w
3.788'
25'
2.116"
RT,
265"
.125"
Z
Roo
rc
r
O
I
1.25. X3.188•X.285" MULLION
1.26'X 2.11'X.125"MULLION
BX-SECTION
OX-SECTION
B
LU
N7-1
co
01
TABLE A
O
Mull Dimenalan (sheet it)
POT Part #
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1" X 2" X .125" (5)
06005
666113M
6061118M
665243M
666511 M
1" X2" X.375" (6)
666006
666114M
6561119M
666244M
666512M
1" X2.76' X.375" (7)
66607
' 666115M
6661120M
666245M
666513M
1" X 2.75" X.650" (8)
1 66608
1 686116M
6661121M
665246M
666514M
1" X 3.125" X .500' (8)
66537M
6661116M
6661114M
665242M
666515M
1.25" X 3.188° X .265" (12)
(36641 M
6661117M
6661113M
666241 M
666516M
1.26"X2.11"X.125"(15)
69370
NfA
NIA
WA
666517M
NOTES,
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED,
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Dimension
Value (In)
- Far Mullionl-
A
1.625
1" X 2" X .125"
Aluminum
Tube Mullion
B
2.664
C
0.895
D
0.740
E
.450 Min.
A
1.125
1" X 2" X .375"
Aluminum
Tube Muillon
B
2.404
C
0.635
D
0.490
E
0.450
A
1.876
1" X 2.75"" X
.375 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
E
.450 Min.
A
1.312
1" X 2.75" X
.650°
Aluminum
Tube Mullion
B
3.000
C
0.478
D
0.835
E
.450 Min.
A
2.000
1" X 3.125" X
.600" Alum
TubeMuli
B
2.637
C
0.663
D
1.137
E
.450 Min.
A
2.625
1.25" X 3.188"
X.265' Alum
Tube Mull
B
3.262
C
0.862
D
1.762
E
450 Min.
A
1-813
1.26" X2.11" X
.121" Alum
Tube Mull
PRODUCT REVISED
.complying with the Florida
Building Code
Acc<otanco No
No.58705
o a l(3-11 :>L
STATE OF
i
A. LYNN MILL��i, P.E.
FL P.E.# 58705
--j 1.000- 1.000'. �-
4.000" 4.000"
--.125" al25'
.125"5"
1°X4'X.125 I 1"X4X.375"
MULLION MULLION
6W3-T6 ALUM. 6083-TO ALUM.
XSECTION X-SECTION
1.377"-� -
- -- .125-- - - --
I
.125"
30"
3:250"
30" BAY MULLION
6063-T6 ALUM. I
XSECTION
.228"J-.981
45° BAY MULLIC,
606346 ALUM.
X-SECTION
.226'-'
I
.125'
2.000"
I
.125"
STANDARD CLIP
6063-T6 ALUM.
X-SECTION
.375"
3.126"'-�
CUT HERETO
_CREATE F-CLIP, SEE
•376"
MIN.
j
DETAILF.SHEET4
1.16"
MIN. Y
I
+
O.C.L Y
0 312"
II
---
II
F
0
0
-0
I
O
-
S
STANDARD CLIP
6063-TB ALUM.
TOPVIEW
y�5.500"
.375° 1,375"
MIN.
1.15° Q
MIN.-`-0.312"
D.C.
2.250" I 3.000"
H
O i O O
NOTES:
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND
CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
-- -----
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
OFFSET CLIP
6063-TC ALUM.
TOPVIEW
740'
-�--{ .125"
I
2.126°
7- I
.125"J U-CLIP
6063.T6 ALUM.
X-SECTION
.450"
O MIN.
F
F
0.225"
U-CLIP
6063-TB ALUM.
USED FOR ALL I-
X 4" MULLIONS,
SHEETS 10 & 11
TOPVIEW
TABLE D
-i i--•126"
2AOOxL ..... 22ZZZ?ZZ?2ZZZZ!=
L .126'
2X6 ANGLE CLIP
6063-TB ALUM.
XSECTION
s.000° 375"
MIN.
q.P Q .375"
0.31T- MIN'
2.71' MIN. O.0
(BAY MULLS)
O Q 3.00' MIN. O.C.
(1' X 4" MULLS)
2X5 ANGLE CLIP
80ALUM. TOP ( -
TOPVIEW I
TARI F r`
Dimension
Value (in)
For Mullion:
F
3.087
1"X4"X.125"
Aluminum
Tube Mullion
G
1.000
H
2.680
F
3.187
1"X4"X.375'
Aluminum
Tube Mullion
G
0.757
H
2.430
F
2.813
30" Bay Mull
F
2.875
45' Bay Mull
Mull Dimension
(sheet#)
PGT Part#
Mullion
Std. Clip
Offset Clip
'U-Clip
Angle Clip
1" X4" X.125" (10)
1 69364
1 666111M
16661122M
666241M
666518M
T' X4" X.375" (11)
66610
666112M
6661123M
666242M
666519M
30 Degree (16)
66649
N/A
WA
WA
6666110M
45 Degree (17)
66650
N/A
WA
WA
6665111M
61e Flndda
\1111111
1YNN
•'.\CENSF '•.FOP �..
* No.58705 =_
it1j -
1�• V1 ST?E6F` .441
/ONAk- �C�.
A. LYIfWK41CLVA, P.E.
FL P.E.# 68705
TABLE E
Mull Dimension
(sheet #)
PGT Part#
Mullion
Std. Clip
U-Clip
Angle Clip
2" X IV, X .25" (13)
66602
666261 M
666271 M
6665112M
2' X 6" X .25" (14)
66604
666262M
666272M
6665113M
NOTES:
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED
AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES
MAY BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION
METHODS.
[-- 2.000"---1
.375"_
MIN.
�-
2'X4"X.25"
MULLION
6063-T6ALUM.
XSECTION
2"X6'X.26'
MULLION
6083-T6 ALUM.
XSECTION
-1 f---.125°
STANDARD CLIP
2 000" 6063-T6 ALUM.
X-SECTION
I
.125"
5.500"
- 3.500" CUT HERETO
CREATE F-CLIP,
_ SEE DETAIL F.
SHEET4
.375'
MIN
1.715"
MIN. O.C.
2.888'
--
--
3.4'
0.312"
0
I
2.620"
STANDARD CLIP
6063-T6 ALUM.
TOPVIEW
5.500'
3'600' �-1 CUT HERETO
.375" I CREATE F-CLIP, 375"
SEE DETAIL F,
MIN. r !'-sHEET4 TMIN.
1\ 1
1.716"
MIN.O.CC.. (�
Y" 4
`0.312"
i
n
-2.620"-
STANDARD CLIP
6D63•T6 ALUM.
TOP VIEW
1^
4 ®
�.125' xy3
7II---"
Ul
U-CUP 2X5 ANGLE CLIP6063-TB ALUM. 6063-T6 ALUM.2.125'X-SECTION 2.0I00- XSECTIONIL.125" L 125" II Z1-1.490'--i O
q.
0.225"
.375"
- - - -
----.-- - -- -- --
1
1.344"
I
O.C.
it
-B 3.43B"
01
.637" MIN. O.C.
U-CUP
6003-TS ALUM.
USED FOR 2" X 4"
MULLION, SHEET 13
TOPVIEW
.375"
5.438"
MIN.O.C.
U-CLIP
6063-T6 ALUM.
USED FOR 2' X 6'
1ULLION. SHEET 14
TOPVIEW
S.00D"
3.000" MIN. O.C.
,375"
MIN.
0.312°
3.438'
375'
L/^)
MIN.
5.431
2X5 ANGLE CLIP
6083-TB ALUM.
TOPVIEW
�^- 5.0001,
2X5 ANGLE CLIP
6063-T6 ALUM.
TOPVIEW
O
M
PRODUCT REVISED
as comPlyIng with the Florida
Building Cod.
Ac.ept.lce No i_ d 2 01 _
Ex'imtion plate 50
By
Miami ede Pied
1�111111 //�
�\ 00' •IGEN '•`F•P ���
No. 58705
=-o• all 3°�Il '�W
STA E OF
NAX-,
1 j1``"
A. LYNN NIILi R, P.E.
FL P.E.# 68705
EXAMPLE
1: SINGLE VERTICAL MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.60.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72° AND THE OPENING WIDTH IS
r
NOANcltoits IN HEAD
---1
32"+32+1"=65". REFERENCING SHEET 22, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED'T'v3
_
DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
-�SEE
FENFROM
f7S.E..
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+/-56.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
o�p
0
PROWCT'6
APPROVAL
SHEETS
2-3
FROM TABLE 4A, SHEET 8, THE 1"X 2.75' X .650" MULLION (LENGTH = 72', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
E'
72'
MULLION
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
LENGTH
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE 2X5r
yy
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL.
Z
SEE .
DETAILS,
3) VERIFY THE DESIGN PREBSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
O
SHEETS
APPLY
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
J
2-3
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:
(1
838 LBS
LU
m
o
M
m
B
NO ANCHORS I IN -WINDOW SILL
F--MULL WIDTH
OPENING WIDTH
(60 PSF) X ( l
/ = 624.9 LBS (MAYBE USED TO QUALIFY 9 10 STEEL SCREWS FROM TABLE 4B)
7 PSF
_
_Z
z'
t -
EXAMPLE 2: MULTIPLE MULLIONS
MULL WIDTH—# F
MULLION
LENGTH
S
OPENING
HEIGHT
FOR
HORIZ.
SEE
DETAILS,
FENESTRATION
SHEETS
PRODUCTS
2.3
APPROVAL
SEE
SEE
DETAILS,
DETAIL E,
SHEETS 2.3
SHEET3
SEE
DETAILS,
SHEETS
i- 2-3
3V, HDRIZ _ 11 _ 36% HORIZ.
FOR VERTICAL MULL
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.O/-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"r72'+1"=105"AND THE OPENING WIDTH IS 38"+30'+1"=73%REFERENCING SHEET 22.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-31W AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1' X 2.75" X .376' 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 9A, SHEET 13. 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-U2'+35-1/2°+2'=73").
2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE.REQUIRED ANCHOR CAPACITY OF 071 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 HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72+2"=106'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE
USED. FROM TABLE 9A, SHEET 13. THE 2' X 4" X .250" MULLION (@ LENGTH = 42% OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF 41-170.0 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 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
WIDE. IF THE,MULUON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USINGTHE 2X5 ANGLE CLIPS WITH
(4) 2VI6' 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 9B 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 912 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.
the Florida
V `111111111I}r
V VNN
eS'r• •, -bc
k No.58705
�� • STATE F` Zlij -
............ CORIOP •'
S/ONAL
1
A. LYNN��1MILLER, P.E.
FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
4-
_-_���----
-III
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
PW
/�I
I�flarfl/I
I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
�I
PN
HINGED
0,
DOOR
0 0;IlAo
ON
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
LOADING OF (2) HORIZONTAL MULLIONS
PW
i
EXAMPLES OF TRAPEZOIDAL/rR1ANGULAR LOADING:
100,000-90pi
I
II0
I//
�
_
LOADING OF VERTICAL
MULLION
�i
HINGED
DOOR
I
LOADING OF HORIZONTAL MULLION
-- ----ail--
__-
I
.OADING OF VERTICAUMULLION
r �
AMR "
Edxt,
�o
0
to
�i Wt gGy
PW co Utt g g
Z
- - � Q ai
V _j ¢ O
` zmgo
SH/OH §!� 5 €�
a ur o
4�
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
PRODUCT REVISED
1 DRAWINGS ARE
� eumplyi gwith the Flarlda
Btdlding Code
RERESENTAT16NS OF TYPICAL
Atxeptanee 14. X
PW CONFIGURATIONS.
E hallo vat.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
By
l
Miami ade Prod`f 9�
la
2) IF THE LOADING TYPE CANNOT
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PW BE DETERMINED, USE
RECTANGULAR LOADING.
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56Tp5
3) SEE PRODUCTS' APPROVAL FOR
*
ACTUAL ANCHOR LOCATIONS.
_
W
mso
SA
• CJ ;
PFLOfkx
;.
LOADING OF HORIZONTAL
A. LYN4 MIU!9 ,,P.E.
MULLION
FL P.E.# 58705