HomeMy WebLinkAboutNOA- 4-11-16MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the .expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to:comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum tube Mullion _ L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through'' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10110/14, signed and sealed by Anthony Lynn Millo;, P.E., bearing.the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance mutnber Nand expiration date by the Miami -Dade
County Product Control Section.
I. ABELING: Each unit shall bear a permanent label with; the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade, County I-roducf Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewat application has been filed and there has been
no change in the applicable building code negatively•affecthig the performance of this product.
TERNENATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or, process. Misuse of this NOA as an endorsement ,.
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal -of NOA.
ADVERTISEMENT: The NOA number preceded by, the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTY
NOA No.16-02-18.03
Expgmte:
te: May 26, 2021
��� April 14 2016
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10- 0819. 05)
2. Drawing No. 63003R, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
.6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram,.of clipped: aluminum
mullions, prepared by Fenestration Testing Lab, Inc.,- Test -Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter. dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819. 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, : cbmplying with FBC-2010
and with FBC 5th E&ti ion (2014), prepared by .manufactuter, dated 01/29/.15, signed
,arid sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1
1. Miami -Dade Department of Regulatory and Economic: Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
6,u� 1 i4z
Manue a ez, P.E.
Prodiuct Cont oI aminer
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel , P.E.
Product Contr I E miner
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING WIDTH FORVERTICAL MULL
MULLIONS / --'� SEEOEvA
A-0,Gji
SHEETS 2.3
i
SEE DETAILS Ill
ATHRU C;
SHEETS 2-3
I
VFRT.
MULL
LENGTH
1___ L
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 OR2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP.
SHAPE
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS. • _
/ 11 I I 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
_ a THRUS. ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
I
� ODFMNG
` /SEEDETAJLS
HORIZONTAL A-D,G•H;
MULL SHEETS 23
LENGTH HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
'I LENGTH I`
OPENING
HEILGHT
F--OPENING WIDTH
OPENING
HEIGHT
MULL
LENGTH
i
!�
FOR
HORIZ
NUILL
L
SINGLEMULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE
STANDARDS USED:
02014 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2010
•AISI3100.07/S2-2010
HEIGHT G) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORIZONTAL
SEEDETAILE, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SI IALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
-SHEETS BE ANCHORED PROPERLY TO TRANSFER LOACS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. pISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-G443,, ELCO ULTRACON/AGGRE-GAT_OR NONS
PRODUCTS MAY
_BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED dd TESTEDTOCOMPLY WITHTHE REQUIREMENTS OF THE FLORIDA BUILDING
MUSTS CODE, AND ARE APPROVED FOR IMPACT AND ON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED pGT-APPROVED FENESTRATION PRODUCIT3 HAVING CURRENT APPROVALS. -•
BY POT.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITH114 AMLLT-IPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
(--HDRR. MULL LENGTH --I
OPENING WIDTH
FOR VERTICAL MU
• LL
OPENING WIDTH
FOR VERTICAL NULL
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR• OR'TRIANGULARRRAPEZOIDAL'.
GENERAL NOTES.__.__,-..._....__ 1
'INSTRUCTIONS.._...._.__.-__._.1
ELEVATIONS..._._._....__._._._... 1
MULL TO 2X WOOD....._._.-..._.._. 2
MULL TO 1X & MASONRY_........_.. 2
INSTALLATION NOTES._._...._._.. 2
MULL TO MASONRY.._.._..._._. 3
MULL TO STEEL STUD ----------- 3
MULL TO MULL_............_.__,_._. 3
ANCHOR SPECS_.._..._..__..__ 3
ALTERNATATE CLIPS....._._.__._..4
BAY MULL INSTALLATION.._.__.__ 4
1 X 2 X.125 MULL SPECS_.__.._._5
1 X 2 X.375 MULL SPECS...__._._. a
1 X 2.75 X.375 MULL SPECK...•_-_7
1 X2.75X.65 MULL SPECS ------- 8
1 X 3.125 X.500 MULL SPECS-9
1 X 4 X .125 MULL SPECS .__..._--10
1 X 4 X.375 TUBE MULL SPECS_.. 11
1 X 4 X.376 T MULL SPECS._.__ 11
125 X 3.188 X 205 MULL SPECS...12
125 X 326 X.100 MULL SPECS.._73
1.25 X 326 X.624 MULL SPECS.._.14
125 X 3.94X.624 MULL SPECS,_..16
2 X 4 X 25 MULL SPECS —
16
2 X 8 X 25 MULL SPECS_.__-_. 17
1.28 % 2.11 X.125 MULL SPECS.._ 18
30• X 3.25 BAY MULL SPECS..._._ 19
4W X 326 BAY MULL SPECS..__._ 20
MULLION 6 CLIP DIMENSIONS_.._ 21.23
EXAMPLES 162.._...___.__._..._24`
LOADING EXAMPLES..___.-.25
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 2D RESPECTIVELY, USING templyina wish the FlOtidr
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE guild' Code
VERT. MULLION CAPACITY (LBS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED W Aceepl ND '8•/1��
MULL STEP 1).LFNGH iN•li Dale 1?,Qy
TH i
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (RS). THIS VALUE BA1um' hoduct
REPRESENTS THE 'W!ND'LOADTRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
• 6) FROM THE ANCHOR CAPACITY "PI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOWSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY !C MET.
-_ -114 THE MUL06N'&AFYMITY"iLBSJFI'') OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT (LBS/FPl FORTHE
OPENING, YOU MAY USE THE. -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE
B) VERIFY THE DESIGN PRESSURE RATING (I.BS/FT2) FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LEIS/FT-1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY. .' ` l'- `."
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A-SPEGIFlCAPPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT.
t' �10ENSE '•.•'Q
' No.58705
It
%�O� S TE F� .'((//�
DETAIL A:
MULLION TO 2X WOOD BUCK
MULLION
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
I
MULLION
b
I
I I
I I
d
SEE SHEETS
EITHER THE
I I
21FOR HOL
LOCATIONS
LOCATIONS
STANDARD OR
OFFSET MULL
I
EDGE
m m
CLIP MAY BE
I
DISTANCE
INSTALLED BY
d
I
I I FORWOOD /
THIS METHOD.
.. ,y
SCREWS .seo.
ALLMULUONS
d
MAIL FOR
' d
o d
/i
EXTERIOR e° ;
TYP. ANCHOR
PER SUBSTRATE,
SEETABLES IB•16B
AND
•'.
ATTACHMEM
BY OTHERS,
' A:.: ,�•::'
SEE NOTE 1,
SHEET I.
FRONT VIEW
DETAIL B:
MULLION ATTACHED TO -IX-:
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
V 4 �•A
:XTERIOR
EDGE
DISTANCE
FOR
Y MASONRY
THE OFFSET CUP IS ANCHORS
RECOMMENDED FOR
- FlNFRAb¢D
WINDOWS, BUf MAY
.. ALSOBEUSEDFOR
OTHER FRAME TYPES
TYP.ANCHOR .
�PERSUBSTRATE,
SEE TABLES 1B•18B
EDGETEND
DISTANCE ,
SEETABLES
18-166
1:
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. ...
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. -
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRYANCHORS.
MULLION o
BUCKSTRIP41Z."
P. ANCHOR
ANDR SUBSTRATE, ox
ATTACHMENTE SEE TABLES iB•18B
BY OTHERS.
SEE NOTE 1, CV
SHEET i.ZNEDGE '0
CONCRETE ORCM)' I'�_ I DISTANCE, J
SEE SEE TABLES
EDGE DISTANCE 15-163 2 O: g
e FORMASONRY W Q C
ANCHORS
SIDE VIEW �7 O m
e EFTHERTHE �2
CUP MAY BE
STANDARD 7 U m
c Q. OFFSET MULL
7THIS METHOD
TYP. ANCHOR
r
ddd
JJ33
1
6
02
PERSUBSTRATE,
SEE TABLES 1B-180
BUCK8TRIP
AND
....., ;. , • ATTACHMENT
T ,. 1 `.:..; :.. BY OTHERS,
•
EMBEDMENT'' '
SEE NOTE I,
r•• SHEETI.
'�.
MIN 2.7 KSI CONCRETE OR CMU
PRODUCTRBVISF.D
w complying with 0e [•1b1&
FRONT VIEW
Building Codc
Aceeptmcc No &I G�
Wm Dale /fp2t
BY
gmi ►mdocl
IIII
No.587�0J15
'."3. SCEOF�l7
•
'�^ ''•. FCORtOP.•. Gam;.
X LfNNIM1LLET2; Y.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
s-
.
I TYP. ANCHOR
I PER SUBSTRATE,
SEE TABLES IB-138
I
laY n OR MASONRY
FOR
I' ORMASONRY
' .ANCHORS
EXTERIOR
a
n
EXTERIOR
4
EDGE DISTANCE
FOR MASONRY A
ANCHORS
TYP. ANCHOR '.d
�PER SUBSTRATE, d
SEETABLES IS-13B
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
THE OFFSET CL� 19
ReCO:RAENOED FOR
Fw•FRAMED -
FAHDOWS,BUTMAY
ALSO BE USED FOR
OTNEft FRAME TYPES
-SEE TABLEES 16-133
AND
ATTACHMENT
BY OTHERS,
SEE.0
E I, •'� �,�
SHEET I.
EDGE
SEETJ
MN 23 KSI CONCRETE OR CMU 1B-139
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS,
FRONT VIEW 1
EXTERIOR
DETAIL E:
MULLION TO MULLION o�
--1 .12I3'AUN. INTERSECTION NOTES:
T
1 (U-CLIP) 1) MAY BE INSTALLED IN "TEE' OR 'CROSS' 13 ffi•
VARIES
INTERSECTIONS. 4 d
E �
o Y
2) MAY BE INSTALLED HORIZONTALLY
t (SHOWN) OR VERTICALLY.
N
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 X m
TOP VIEW FOR CORRESPONDING MULLION. Z�
MUWON
VARIES-F--i _I
N12STEELSCREWS,
SELF•DRILUNG OR PRE -MILL
\ `MULLION AND USE SMS
m m o
FRONT VIEW— -
EXTERIOR \Y -
SEE SHEETS 21.23 FOR
HOLE LOCATIONS
EDGE
DISTANCE
SEE TABLES ,
1&13B
SIDE VIEW
Nil
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
A PERSUBSTRATE, ® '
SEE TABLES IB•13B
SEE SHEETS ®
PRODUCT REVISED
21-23 FOR
m complying with the Flosib
HOLE
\ LOCATIONS
Building Coda
AcoeWmue1G•OrL1$. e3
hill
Expired Datc �Zl
MUWDN
By
'Dada
®
DISTANCE
STEEI,STUDS THINNER THAN SEETABLES
���y LYNN
`♦ Q�,.••""••., ��` �i
FOR
1S GA AND COMPLIANT WITH THE FL BUILDING 1B•138
T.
` ��`t`,.•�10ENSt; •,�
•.
CODE, A 2XWOOD BACKER MUST
ATTru:HMENrBYOTHEF3S.
R': i�
ND.58%05
. .USE WOOD ANCHOR SPECS SIDE VIEW
NOTES:
1 FOR.2X WOOD -BACKED STEEL STUDS, WOOD
,
ANCHOR VALUES MAY BE USED.
'��.C'•., FLGR\�P•' Ch
MULLION TABLES,
�\
2) SEE CORRESPONDING
""
SHEETS 5-20, FOR QUANTITY OF SCREWS.
A.�L`YN I(�I)4LEI�, P.E.
FL P.E.# 58705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-E.
\ SHEETS 2 AND 3 FOR INSTALLATION
x TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WITH 1•X'rX.12v
MULLION
STANDARD MUWON CLIP
MODIFIED TO FIT FIELD
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
MULLION
O O O O
TOP VIEW
SEE TABLES 1B.14B
I
I I f
I I I
I i 1
1 I
II I
I 2•xsx.+2s
1 I 1 1 ANGLECUP.
I I I 2 PER MULLION END,
I
1 1 MUST BE INSTALLED
I I 1 I INSIDE OF MULL.
' I
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
_30' OR 45-
BAYMULL
VOO 0
I I I I
dD
I 1
1 TYP. ANCHOR
I PER SUBSTRATE,
I SEE TABLES 15B OR 10B
j I
EXTERIOR
I I I
R I Z X V ANGLE CLIP,
2 PER MULLION END, MUST BE
I I INSTALLED INSIDE OF BAY MULL.
• ./1 INTO WOOD,
if STEEL•ALUM
INTO WOOD, STEEL. STANDARD CLIP TO BE EXTERIOR• og MASONRY D(TERIOR
ALUM. CMU OR MASONRY MODIFIED IN -FIELD.
EXTERIOR ` _ • - CE �- ®\ _
OF PAGE � Kwc' -�� `®� PRODUCT REVISED
- pQL f osco.rlyingwfth9wFIMMa
®® I ®® INTOLYaoD. STEEL, - .�� Building Code
noo�gal.rat6-o2f,8.o� )
ALUM, CMU oR MASONRY O E Firwim Date 2
EDGE .
DISTANCE By
PER Milunl lroduel
ANCHOR
EDGE
DISTANCE E O NOTES FOR INSTALLATION OPTION G 8, H: \`�AO�,� LYNN
PER ANCHOR
—LZI1) USE 2 ANGLE CLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION. •'�-'
AGENSg • 'Q
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28• X2.11' X.125• MULLION. 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ -;\ ; 11D• 58705
LOCATIONS. -
f-
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE L I
LOCATIONS. TE
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �:�� '•.. FLORAO?;••. Ci
'�A IL1 R p.E.
FL 58705
I AMC 11%
Mullion Capacity Table(bal
Opening Width (foryar0cal"parnirg
mullions) or Openlno Helght (for horlmrte"Parnirg nyAom)
50 in
60 in
70 N
80 h
901n
160In
120 in
140 N
160 N
11t2X.125
Radenwier
loadn9
7F41Villerl9.
LwdN9
Racl4n9uler
luedn9
7he9/ide^9.
LmdrrO
Rat4ng0ar
Loadn9
Tnp77dag.
Laadn9
Recten0.rlu
Looft
T•BplTlt"a",
loedip
Red4ngul4r
I.oadn0
1-P- MnO.
lnedn9.
Reetvpler
to0dn9
Tn9rld4rl)L
toednp
Raetel9dv
Los6n9
71ePIMent}
Loedn9
Redenµlu
9
lmdnF10
T�MTMenF
LoednD
RaYn9aly
Loedh9
TrgVMng.
Loadn9
Alum Tube1111
Mullion1.'�
31
1
dFd
111,
11
$QQ$f�pgg5gIi
i
28.
1
..
g
SB
42 in
111.0
408
129.6
332
93.2
408
116.E
325
70.0
408
107.8
$21
69.9
406
104.4
319
621
408
104.0
319
Bag
405
104.0
319
48.6
408
104.0
319
39.9
40a
104.0
310
36,0
408
104A
310
48 N
74.9
312
87.8
255
824
312
7J.4
252
615
312
87.0
2/0
45.0
312
612
210
41.6
312
61.3
244
37.5
312
61.0
244
312
S12
81.0
244
20.8
J72
81.0
244
TSA
312
81.0
244
50.6251.
63.0
251
70.6
234
612
281
01.5
228
45.8
251
55.7
22A
39.0
281
521
272
35.5
281
59.1
220
31AK24735.4
219
28A
251
40.J
210
211
261
49.3
219
20.0
25t
49.3
219
541.
-1
247
57.5
207
43.0
247
40.8
202
37.8
247
44.0
199
32A
247
41.5
1B6
292
247
39A
.194
2L3
107.
21A
247
30.L
103
10.8
247
35.1
193
10.4
247
ILI
19]60In
38A
200
41.2
170
32.0
200
35A
168
27.4
200
MA
153
24.0
200
28.9
150
21.3
200
21.1
159
192
157
10.0
200
25.0
150
63In
311
181
35.3
155
27.6
181
30.3
162
23.7
161
25.9
149
20.7
181
24.5
146
18.4
181
22.8
144
16.6
143
i
00N
20.0
165
30A
142
24.0
16S
1 25.1
179
20A
105
211
158
18.0
1B6
21.0
134
72Tn
222
139
213
120
18A
1J9
19A
110
16A
139
us110
78h
15.9
t25
tO.7
109
t5.7
125
16.5
t07
78 in
17.5
116
t0.2
104
TAt3Lt 7C
AnchorCe
acl Tabla be
8Wstnla
27K Wmrete
3.6k Luna
Fi02o1r CMU
FieO CMU
P7 004
metal
Meld
916' Eko
1l4' S8 Elco
SI18' ElcO
1/4' SS Eko
N10 BIBN
912 CI-
AWAWTYpe.
3I76'Eko UIUam
VP Eko UOocan
Uftwon
31IV Eko Uibecon
V4'EbO Udracon
AppiMletor
Udmcan
A90ra0alar
San1w(Osj
Sc2w(GS)
Screw (OS)
Anchor Clip Patterns
Edge V t.-(1nk
1'
2-12'
1`
2-me
3-I
V
2-Vr
1'
2-1IY
r
1w6'
r
0.48'
0AC
0.37A'
Embedment h
1314'
1.3/4'
13N•
I-V4'
r
1-114,
141V
I•V4•
1.1/4'
1.1I1•
1• 14'
r
1316'
1318'
mMe
2 Amh-04.75'Mri O.C./Slandrd or Wsel L9P (Flp. 1):
3901w
3900m
45024
ego
15M ws
270M
2801be
35410a
740lbs
3141M
r4N 1W
Ble lee
341 Ys
M21ba
S601bs
4AmMn®1.15•Mh. 0.0.l61en0aN (dr06e1)CBpffp.27
4501be
7001hs
TUA
WA
WA
WA
380lb4
WA
WA
WA
WA
WA
882 ®s
503 m1
1120W
4Amh=@WMIn O.C.1(2)215Arp*Cr"/(F437
780crl
7809n
860 ft
f5801be
Ian Im
64001a
r Olbs
WA
^760 ttii
748Ih
BBO Iba
t892 me
6e2 Ws
8861bs
/1201be
2 Amhara Q OAS' Mkt. O.C./ ULip, hto.125' Aben. (Fig. 41:
WA
WA
WA
WA
WA
WA
WA '
-I WS..
WA ,`
WA^
WA
WA
WA
N/A
1 715I6s
•1 AfKWIFCApfig.51
19516s
193b
2259m
4451be
022me
135 Ibs
1401be
1771bc
370 b5
1571bs
3321bs
473 rm
1709m
2211be
280111
2Aminm 1.15•Mh. O.CI F47b (Fie. ek
2401h
J50Ib9
WA
WA
WA
WA
.190lbs
WA
WA
WA
WA
WA
341b
/121he
660 @s
NUTh: t-UK l HLUhhJtl liLlY, VAt Inc aHmcivar.nvn rnrrcnn ru..i ry..n,.... ..,...,�.....,, .- .•-•.•.•-�-•• _
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURE6: FIGURER:
LLB • �
TABLE NOTES:
(DP-) X ANCHOR CAP.,,,
MULLION CAP.,,a,,,e,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET,25;FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACf301 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 MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S.
0
PRODUCT'RF Fiteib
w rnm m.. with the
Building Coda
AcaPtanw No '� `
Bk inl1 Due
By
Miami a p
.1�.• �CGNSE R
No.LU
58T05
E O
FL0RL� •rP
,c
A. L NN�yI
FL P.E.# 58705
I ACLU LM
Mullion CapacRY Table Obamel
Opening Wldth(formlicaAy-s and
501n so In 70In 1BO N 1BO
mulllore)orOpening Helght
In 1
(for h6dzonta*spercinOmWon6)
100In 1
120 M
140I11
ISO In
1 x 2 x
R.Wgula7
LOwi g
Twprol g.
loading
ReeMnol4a
Loaft
TOWN-rg.
Loadlm
RWtw=ly I
Loaft
'IMP"Tdmg.
Lea llg
Redergtdu
Loaft
Tmpf7dag.
Lmd re
Reclagldar
lnOdkg
TIWTdero.
Load ro
Reaargutar
Loading
T®P/rdarO
Leading
Rota gdar
LoedOp
T.07"ag.
Leading
Recterad
Loaft"
THIp7Tdaro.
Lending
R.94- da
lending
Traprfdal9
lmd g
.375
AlurmTube
Mullion
i1
11
111H1Hi
11H111a11ilIIIII
all
1
11
.1
IIan14.,41a111a11
11
1
h
I
h
1
11
1
1 a
I
1 1
1 111
u4a11
11
hil
I
4211
170.0
020
1740
43fi
151.3
662
170L
478
12&7
602
17a0
WS
113.5
662
169.6
518
100.9
6@
16&e
617
90.8
082
16&9
617
76.7
802
16&9
517
89.9
062
16&e
517
58.7
6M
lea"
517
48b
121.E
507
130.0
419
101.4
507
11a2
410
8&9
607
IO&T
403
7d0
WT
1026
399
87.8
607
Me
397
MO
WT
910
398
50.7
607
g8.0
30(L
43.4
507
99.0
398
30.0
607
BD.O
396
60.e251n
103.7
458
114.8
370
W4
459
99.9
371
458
90.5
364
as
03
goo
36O
eT.b
450
01.3
857
61.8
1%
Bag
350
432
456
80.0
358
37.0
456
gag
368
324
466
B0.0
359
541n
8&4
400
813
336
71.2
400
8a9
328
400
72.7
322
534
AM
67.3
318
47.6
400
64.0
315
427
400
62.3
314
3S0
400
61.8
313
30.6
400
81.8
313
2&7
400
01.8
313
601n
02.3
324
66.0
270
51.9
324
57.5
270
F3-&4
324
51.2
264
Me
324
4&9
260
34.0
321
410
257
31A
324
42.0
215
20.0
=4
40.9
253
222
324
40.5
253
19.5
324
40.5
253
83N
63.8
281
5TA
262
44.8
294
49.2
248
291
438
211
338
291
3&B
237
29.9
2B1
37.1
234M28829.8.
232
274
294
315
230
19.2
294
33.4
230
1a8
2B4
WA
230
66 in
4&B
26B
49.0
230
310
268
42A
225
268
37.5
221
2R2
286
34.1
218
2&0
2.5B
31.6
215
212
19.6
266
28.0
210
10.7
268
27.7
'i09
14.8
269
Tf.7
20B
721n
3&0
?25
37A
196
3Q0
226
322
191
2&7
225
20.4
i8e
22.6
226
256
1B5
2Q0
22S
236
1B2
ISO
1&0
226
20.3
177
129
225
W.6
176
11.3
?i5
19.6
176
78In
30.0
2@
320
177
2S6
202
2-
173
2L9
202
219
170
tat
202
21.fi
167
17.0
202
19.7
165
183
126
202
18.7
160
10.9
202158
15gM
7B In2g,3
1B2
79.6
108
23.8
19!2&1
185
20.2
19Z
22.0
162
17.7
192
19.7
159
15.7
192
1&1
.1578
155
11.8
IN
15.2
162
10.1
1B2
144
lrA
90 91
1 &5
144
19.0
120
1 E 4
144
161
128
98 91
762
127
1&6
113
I TABLE 2B
8 Iota:
2.7k C-mle
3.5k Ca .
Hoaoa CMU I
Filed CMU
PTNOod
Mehl
SUN Elw
114'8s Elco
&WEkA
V4. 39 Ben
$10 Steel
1128leel
M28tael
A ehaTyW
311G Men Ulbcal
1/4• Elcouemon
UMem
311Y Elw Uencon
1M' Elw Uhocan
Appao4ta
utrsw
A9pageta
Sorea (es)
9cmy (65)
9orea (G51
Anchor Clip Patterns
Edge Dlstai;. Mk
1'
2.112•
11
24W
my
1•
2.112•
1•
2.1?
I 2•
3.1/8'
7
o.4Y
o.5Y
0.324•
Embedment (hlk
VV r
1-3148
1.3r4•
1314•
Y
1-114•
1-114•
1.Ile
1-1/4•
1-1/4,
1.114"
2•
I vir
%albs
2AmhonQ4.75•Mh O.C./ 5landeN or OTset Clp(RO. 1;
390 Ou
390 mo
450 me
aa0 bs
164424
2701m
2801be
354lb4
740 lb.
374lbs
564 De
9401b4
341®e
4421bs
560 D4
4 Anehon ®1.tY Mh O.C. I Slendeld (a 08ee0 COP (Fp. 2k
LBO 16e
7001b.
NIA
WA
N/A
WA
380 tW
WA
WA
WA
WA
WA
8B21be
e85I0e
1120 ms
4 ArnMo t$ 3' Min. O.C. / 912d5 An01e Oda / (Fb. Sk
7B0Ibs
7B0 ma
( lba
15W Ins
ta9e me
540 bs
sm ma
WA
76010e
745Ibe
See The
1892 9n
0g2 ba
BBS lha
TI-51`12b
2 Anohom 43OAS•Mn.O.C.l U42p, Wo.125'ANm. p32.4k
WA
WA
WA
WA
N01
WA
WA
WA
WA
WA
WA
WA
WA
WA
7151bs
1 Anaw I FLIIp (Fla. S):
195 b
195 me
715 Wa
/45 bs
8221Da
195 Es
140 Ibe
17T Ibs
37010a
1871be
3321Ds
47316e
170 to
221 Ws
2B0 Ds
2Amhae 0 1.15• Min. O.CJ F12p(Fig. 6k
1 240 Pon
750 Ws
WA
WA
NIA
I WA
1B0 Cs
WA
NIA
WA
WA
I WA.
3411.
442Ilm
6601be
NUTS: I•UK I HC UrrJt 1 cUr, we I - Or.alc "l-m rn r , -..,...
FIGURE 1: FIGURE 2:
FIGURE 3:
0 11 0 0 1
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE4: FIGURE5: FIGURER:
m
•
ANGHURGAPAGIITAUJU81MCN1 rURmuul:
(DP_) X ( ANCHOR CAP.,®,` _ANCHOR CAP.,®
`MULLION CAP.,�.,s
USE THIS FORMULATO 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.
4S THE STANDARD CLIP.
PRODUCT RBVOOD
,TABLE NOTES:. m complying wilb"FI01 &
I,_" ,.''• : • `. ' Building Coda
1) SEESHEET4 FOR INSTRUCTIONS ON USING'fHE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' Aeeeganw7No -O D
It
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'I Expi7etiw 6a1e )
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/ON OPENINGi WIDTHS IS ALLOWABLE. BY
Miami lhotrdef
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSION8, SEE SHEETS 21.2& 2' t 1 1I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHFETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. '
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI'301 SPECIFICATIONS.HOLLOW AND GROUT -FILLED 375'
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE TREATED : T� N0. 68705 '
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF .126" 1• X 2' X.376• MULLION
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEELTO BEAT - '
LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .8 6 •;• (�
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S. TE F ((�
•.-
F(OR....
A. LYNN M ILEA. P E.
FL P.E.# 68705
Mutton Cepactly Table bsfltr
Opening Width (for wrficalVeperW ng
mullions) or Opening Height (for hod2or9a*Sperlring m1001L4)
So In
Win
701n
60 in
- 9601
1001n
1201.
140 in
too in
1%276%
Rerterro
Loafing
Tis"ar9.
loedus
Red.nplm
L-dn9
Traprlllenp•
loading
RNW21
loadn9
Tnpndn9.
InMrg
Rectangular
loadrg
TMI16-0.
Loadnp
RKWnguier
Loede9
mwr6W..
L.Kn9
rldw rler
Loadnp
ThPlll *
Loedkg
R6et.91-
lnedig
Ae"B".
Imdng
Redetrpler
Lo.dn9
Tmorden9.
Loadny
RecleWda
Inadrp
T"'Onh g
loadgg
.J76 Alum
Tube
mufflon
_4
fill,�
42h
170.01
e20
170.0
435
170.0
744
170.0
47a
170.0
868
170.0
508
170.01
RE
170.0
519
170.01
1118
170.0
MI
170-01
1240 1
170.0 1
521
148.7
1*
170.0
621�
127.E
1301
W0.0
621
111.6
1301
170.0
621
4BIn
170.01
706
17n.c
W4
170.0
No
170.0
664
170.0
992
170.0
me
170.0
1133
170.0
6B1
151.8 I
Ills
170.0
67T
138.61
Ills
ImpI
860
113.9
1139
17a.0
ON
97.6
1139
170,0
6s0
85A
1139
170.0
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6 omin
170.0 1
747 1
1T0.0
503
170.0
on
170.0
831
167.81
10321
170.0
064
140.8 1
1032
170.0
723
130.6
1032
170.01
747
117.4
1032
170.0
750
8L9
1032
170,0
760
-a3.9
1W2;
170.0
756
73.4
1002
170.0
756
541.
170.0
787
170.0
M2
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09
170.0
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13521
901
1104.7
no
120.9
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162.E
720
107.E
007
145.0
714
95.8•
907
141.1
710
60.6
907
140-0
709
69.1
907
00.0
709
80.5
B07
140.0
709
60M
141.1
735
151.5
625
117.0
735
130.3
oil
Ins
735
116.0
699
8s2
73S
1002
990
7aA
735
09.6
6s3
70.5
735
95.1
578
58.8
-735
01.3
674
50A
735
91.0
574
44.1
735
21.6
574
63 [a
121.9
ON130.0
570
1012
ON
111.E
567
07.0
see
23.9
547
78.2
SW
90.1
ma
07.7
We
03A
� 031
SM9
686
70.8
528
50.8
666
76.8"
621
43.9
NO
7S6
621
3S1
666
75A
621
M1,
f06.0
607
1121
322
08.3
807
9S1
511
15.7
607
65.0
501
66.2
WI
T7.1
483
58.9
607
71.5
406
63.0
007
87.0
481
/42
607
63A
478
37A
6117
627
474
33.1
e07
e2.7
171
c
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72k
B1A
510
me
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68.0
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73.0
434
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10
8/.3
428
51.0
510
67.9
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15.4
510
632
413
40.0
610
50.0
40s
31A
510
4S9
102�
2g2
610
14.4
389
76.5
570
.3
392
76 it
NA
45B
72.6
400
57.8
458
1 61.7
392
49A
455
661
3B5
43.4
458
4a0
.378
35B
458
44A
373
34.7
458
41.6
3a8
455
37.7
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2AA
458
X0
350
21.7
455
35.7
358
TO lu
642
435
07.0
381
53.6
43S
56.6
373
45.9
435
49.8
366
40.1
435
44.7
380
35.7
435
40.9
355
32.1
435
36.1
351
436
34A
344
229
435
328
341
20.1
435
322
340
90In
41.6
327
431
290
34,s
327
33.4
266
29.9
327
31.8
280
28.1
327
28.3
275
232
327
25.7
271
20.0
327
237
268
327
21A
282
14.9
327
18.3
266
Be In
34.1
2a7
3a.4
267
26.7
287
29.9
252
24.0
207
28.0
246
21.6
287
23.1
244
19A
26T
20.9
240
77.2
287
19.3
237
[14
287
teA
232
10a In
242
29
243
205
20.2
227
2111
201
17.3
227
10.0
1 198
70.1
227
16.0
195
11161
223
215
22.7
10/
13.8
213
19.1
181
1S9
2I5
18A
ts6
120 in
WA
184
17.9
187
Anchor
Cavacltv
Table Pba
Subelmtm
27a C"mte
3.5k Coro. I
K.:WcmU
Filled CMU
PTWood
Mat.l
Anchor Clip Patleme
3718'EkoUOraen
1!1'EkoUltraeon
NtY Eko
Ult-
31tB'EleoNtraeon
1lPEkoUliriu^u
1/P 59 )<ko
mt•J
A99 IIN
Wgr Elea
Ullman
1/4' SS Eko
AggrKtekr
_
910 81ee1
Sc" i05)
61281W
3"(051
912 Sled
Su ((i5)
Edge WIAMeMl:
1'
2-ITC
1'
2-1/C
3-Us-
R
2-1rC.
- .1'-
2-lIr
2'
3418'
2'
0AW
0.51'
0.324'
EmbednerdM
1.314-
1-3W
t-V4'
1-311'
.2'
1-1/4'
1•fk'
1•i14', .'
t-1N'
1.1l4'
t-VP
r
Ilia'
13B'
larks
2 Ancbae®4.lY Mir.O.G /81etMeld orOlraud pip (Fi0_1)
4 Arotnra ®1.1Y MIa O.C. / 31.ndad (er06ery qb (F4). }
4 Anobom Q 7 Min O.C-/ (217i5 An91e 1:99a I (FTp.'3)
..3901m
410 ks
7s0 m
380 @a
70016t
7801Da
1501Ga
WA
BBO k.
680 Mm-
WA
1560lb.
t&Ilba
WA
St.3 Ne
270 Wa
WA
540 pa
2801ha
,380 iba
' 580103;
35{Ib..
WA
WA
".7401M
MW
:� 760b3
374114.
WA;
748Of
WA
6B410e
WA
86010e
&Bb
WA
18921D.
3118.
662 0a
882 b
1121he
8B51bs
0851he
5801W
112D iDa
712016a
2 AWI- 0 OAY Mb. O.C.1 Oplp, Inlo.12Y Alum. (Fig. 4):
WA
WA
WA '
, WA-..
- WA
H(A •
I WA
WA
= ' WA'
WA
NIA
- WA
NIA
715IDe
1 AmenorI F-C9p(Fb. 57
195 r.
1951b.
22SEa
446 Ors
B 11*
1351W
1401b1.
1779n
��370108
,1B7Ix
33210a
4T3 b6
170b
22f Id
28091a
2 AneOors ®1.15' M9L O.C2 F171A (F19. B):
210 me
350Ibs
WA
WA
WA
WA
Ise.
WA'
:rUA '-
WP.
WA
WA
341 14
4421Ds
560 W
NU I t: t'U11 I HC Urrom i l.Lrr, we r nc ownc wwnvn rn r , mn .v.v..,.........
FIGURE is FIGURE 2.011110 *1
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE5: FIGURER:
4H4HUK liA1-Mlil l T XYJU011nC1� 1 r•
(DP„) X (ANCHOR CAP.,,o,.,,,\ _ ANCHOR CAP.,,,
`MULLION CAP.�,o„
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
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.
'HE STANDARD CLIP. C�-'>CIRCLED VALUES ARE 17SED IN THE EXAMPLE ON SHEET 24.
TABLE NOTES: -
1) SEE SHEET 1.FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25"FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
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 0.65. ALUMINUM SHALL BE 6063•T5AND BEA MINIMUM OF .125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT
LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
e. musplyiu6 with the Ftwmk
Building Code
Acceolwe5 N0
LYNA! A7j<<Tli��i
�c\�..'•�10ENSF '•�'P
No.50705 tr =
S bFpt
it
P.E.
FL 58705
I At3Lt 4td
Aachor
Capacity
Table bs
6uhelmle:
2.7k Cmrele
Ask C.
Not"cmu
Flied CMU
PT Wood
Metal'
5116' Eko
1/P 69 Eko
5I11Y Eleo
1A' SS Elco
WO SWeI
Y/281etl
Y12 Steel
IYK
]H6'EWoUlUecan
114'FJroNlrecon
lN�an
Sr18'EkoUlOxon
VPEko1111tecOn
ApyeGola
Ukmcon
AppreGela
8"W(GS)
Borew(G5)
Bttew(G5)
AnchorCllpPatleme
1•
2.1R'
1'
2-Or
3419'
V
2-1r2'
1'
2-12'
r
341W
r
0.4Y
0.54'
0.324'
Edge geWnoa On
EmbedmeN n):
13I4'
I-W
1.V4•
1.
r
1-Irl
1.114'
1. 14'
1414'
1.114'
1.1/4'
r
I var
1�19'
iadee
2AootamQ4.75'MW.O.C.I6t"mdOr OYse1c31pffg1m
390W9
390M.
45OW
8908w
16441m
2TO Im
2801m
2
351 We
7 Wd
374 ne
664lbe
YIfi ItA
3/11bs
M210e
680 W4
4 MOM ®1.1Y Mh. O.C. I Stmrderd (a O6se6 Cip (FFJ. 2T
480 ba
700 me
WA
NIA
WA
WA
@s
WA
WA
WA
WA
WA
eB2 ma
I
1120 We
8801bs
1802I63,
-
8s2IW
1120 b
4 Anchors ®3' Mim O.C. / (2) 245 Arple Alps! . 31
760 M
Too Its
680 ke
15601b.
1896 ma
540 FA ..
560 ft
WA
769 M
743l
2AMt-0DAY WL O.O./ U470p, WIo.125'Akun.IF .4):
WA
WA
WA
WA
WA
WA
WA
WA �
WJA.
WA
WA
WA
WA
715FA
1 WWI1Cw
19501e
105Ws
2256s
445Wa
622 Ws.
-1351os.
11016e
17it
�. 3TO Wo
taTlx
W/._
3321.
473 Ws
f10 D4
221 @s
2802e
.57
2Anchae 0 MY Min. O.C/Falp (FfO. Bk
2/OIW
350 Ws
.
WA
WA
`WA
-;WA
-1&i iD3
NIA _�
.NIA.'
WA
WA
391 Wt
49215c
560 Ws
R ANCHOR CAP'
,p„ n,
(Dpm)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 LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. j CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1:
FIGURE 2:
' _ABLE NOTES;
S
1) SEE SHEET 1 FOR INSTRUCTIONS ONUSING "i
1E TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR CENERki..INSTP.LLAT(ON ,
""S. • '
2) LINEAR INTERPOLATION BETWEEN MULL LEN
THS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN -ARE NOT
TO SCALE. FOR EXACT DIMENSONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _. '
4) SUBSTRATES: CONCRETE SHALLQONFORM TO ACI301:SPECIFICATIONS:,HOLLOW AND GROUT -FILLED
ANGLE CLIP MUST
BE USED IN PAIRS.
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 6690. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4:
FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6W3-T6 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM E 33 EEL TO BE AT
STRUCTURAL TEADS
THICK,18-0LL
•
THRAUGE).
TO METAL STEE E B.S. OR AT LEAST BEYOND
THI #100 & # 2 6. ANCHORS INTO WOO MAY BE 0 B.S.
TM MATERIAL
1' X 2.75' X .650' MULLION
PIiODUCTREVISED
m complyingwilh lho FUSift
Building Code v'.O2jb.c3
Aocepmnm N0
Expiration DnlaS 1Qoal
Q
v
'•LICENSE •'•. F�
' No.5fl705
Qy $ 1,6 x=
SA( —or
ORI
NAL aoo
A. LYNN MILLER, P.E.
FL P.E.# 58705
Mullion Capacity Table Ib.
OponlneWidth(farvQ10 ysperWrlgmd1fioim)orOponing
Height (forhodmr/eBysperrlgmd5ore)
so In
60in
701n "'
80in
00In
LOON II20In
149In
lo0N
1"x3.125"x
RxImlPllor
Loading
7re{J91mig.
Loading
Rectw9hr
Loading
Tnpmlerg.
Loading
Rectnpim
Loedn9
TnN76mW,
Lowing
Rxiangdm I
Uadino
nwMano.
Landing
pwoncolar
Loading
1MM-00.
. 112a1Fng.
It'do0iler
Lwdng
Twdm4
LoX9n0
Rxtengdor
L."no
Tprfdng•
Loadig
RectengWar
Loadng
Tlaprfdang.
loadn9
RntnWlar
Loading
TnVTAm4
L0Mo9
.500"Alum
Tube Mull
eggg^
''�
$
�s..
�a
$
�8
i�
�.
�
$�
�
a�
2:
d
g
$
g�
dX�
o
�
a
2�
�.
��
_
14-
d
-1
�Sg
i
1g
D
_
1�
421n
170.0
820
170.0
435 1170.01
744
170.0
470
170.01
NBC 1
170.0
96
170.0
002 1170.01
619
170.0
Ilia
170.0
521
170.0
1240
170.01
521
170.0
1488
170.0
521
170.0
1735
170.01
621
154A 1
1602
170.0
621
45In
170.0
706
170.0
524
170-01
850
170.0
6"
170-01
982
170.0
630
170.0
1133 1170.01
441
170.0
1275
170.0
67.7
170.0
1417
170.01
W
167.7
1677
170.0
660
135.1
1577
170.01
SM
11&2
1577
170.0
080
50.825In
170.01
747 1170.0
583
00.01
age
170.0
631
170-01
i=
170.0
634
170.0
1195 1170.01
723
170.0
1345 1170.0
747
170.0
1484
1170.0
755
1141.7
1495 1170.01
756
121.5
1405
170.01
755
100.3
1495
170.01
756
54In
170.01
797
1 t7aC
812
170.0
95a
170.0
601
170.0
1 111a
170.0
754
17&0
1275
1170.01
803
16&1
14M
170.0
837'
140.5
1401
1170.01
650
124.6
14011170-01
881
108.8
1401
170.0
I aet
03A
14011170.01
861
60In
170.0
1 ee5
1170.0
701
170.0
1083
170.0
797
158.5
Ilia
170.0
ma
13&7
t150
187.01
928
123.3
1156
15&6
1 017
111.0
1158
140.7
910
02,5
It6a
144.5
903
79.3
1158
144.5
W3
69A
lied
144.E
003
63In
17o.0
030
170.0
745
155.E
100
170.0
ON137.0
1049
155.E
830
119.8
1049
141.7
048
IM.5
1042
132.0
830
95.9
tang
125.5
on
7a.9
1o49
110.3.
a20
655
1042
110A
819
69.9
1049
115.0
B19
{
FX
as In
160.8
955
170.0
769
130.0
955
151.3
604
IILI
055
1J7.7
789
104.2
006
121.4
776
926
955
1120
785
83.4
055
106A
751
60.5
O5S
99.8
749
50.0955
0&7
740
521
955
00.7
746
72N
12a5
003
7K.0
8B7
107.0
80J
11/A
662
91A
603
101.1
670
BOA
803
91.2
659
71.4
601
57A
649
842
60
7&6
-2
$3.6
8W
R2
832
45.0
803
69A
618
40.1
ISM88.7
027
78 N
1082
721
114.1
020
91.0
721
97.0
ata
78.0
721
a5./
805
68.3
721
7&5
595
60.7
721
70.f
588
54.8
721
85.4
679
45.5
721
39A
509
39.0
721
5&B
561
34.1
721
6d.1
683
781n
t01.0
6"
IM4
an
542
ON39.4
557
722
504
76A
576
611
634
70.4
567
58A
6%
54A
SSa
50.5
684
59.9
551
42.1
684
54.1
541
36A
681
61.3
6W
31.6
664
50.0
5K
90 In
6&e
514
07.0
458
54.a
514
57.3
44a
47.0
514
50.0
440
41.1
514
44.6
433
36.5
514
405
427
32.9
614
37.3
421
27A
514
33.0
412
23.5
514
30.4
405
20.8
614
29.0
403
98In
642
452
65.7
404
45.2
4S2
47.0
390
38.1
452
40.E
399
33.0
452
36A
364
30.1
452
all
378
27A
452
303
373
22.6
452
25.0
385
19A
452
242
350
16.9
452
22.8
355
109N
3a.1
357
3a.9
322
31.7
357
32.7
311
27.2
357
26.4
312
23.8
357
252
208
21.1
357
71.7
303
I9.0
3S7
20.8
299
ISA
357
16.0
2B7
1&9
357
182
267
11.9
357
15A
263
111 N
35.1
J3a
35.6
30a
292
33B
30.1
301
2&0
338
28.1
298
21.0
S38
23.1
292
10.6
338
20.6
2dd
17.5
336
16A
284
U.0
378
1B5
276
1L5
378
14.a
27J
71.0
338
1JA
269
1201n
Z7.7
2d9
20,2
263
27.1
289
23.7
259
IBA
289
20.5
258
17.3
289
1&1
252
15A
26B
1a.3
•249
13.0
2a9
14B
248
11.8
26B
12.6
7A0
0.9
2e9
11A
1JB
8.7
289
t0A
232
Anc
bar Ca ad Table libel-
subsuate 2.7KC=Mte
a5l(COM-1
1105MCMIIU, I
FaedCMU
PTwond
Mdel
AnehorCllpPaltema
Anceorlypc S'10Elcouaratn
v4'Eleollaaeon
91B'F1c0
Var4r011
-
9'iaElcoliaram
--
vrEK.ollllreion
IM'83 Fxo
AgpKlF"
H1c FJco
Uancal
US SS ElrO
A'SSFJr
XtO Sled
Srrew11d
X1261n1
01M@5)
92sled
S[mr(C',.0
Edge Oslaree gn) I-
2.112' I
V
2-1/2
341r I
v
2-ilr
t'.;•.-
„-2-IIr:•'..-
z
1 31Xr
z
0.1.
o54'
a"
Fi00Bl - n 73/4-
I -we
I V4'
I -we
2-
1-114'
1 v4' '
VIN.-
1-ve
. -141r
1414-
2'
7316'
13rr
vales
2 Awlns ® 4.75 FAIL OX.I S1mHam
mel of Cap Mg. 1) 300 bs
3001A
450 M
ago as
7641 bs
270 M
28009
354 ba
7401te
' 374 In
804bs
046 tm
341 as
442 Be
660 he
4Ammn t01.15- Min.O.C, 1 SIMMAI(arMm)Cp(Rg
2) 480 bs
700M
NIA
19A
WA
WA
3wts
NIA
WA
WA
•WA.
WA ..
682bs
.8861ts
"tlm®s
-1120tm
4AMWS@ 3' Mtn. O.C. 1(2) 215 Angle Cps I(Fl93) 780 ®s
780IN
600 be
M18
1&46 ®s
640bs
5609s
NU
760Its
748 bs
am bs
1B920s
6ffbs
1120 bs
9Ancton®0.45-Min. O.C./ UCp, blo.12IT Nub.(Flo 43 NIA
WA
NIA
WA
I WA
WA
WA
NIA
WA
-N/A
WA
WA
NIA
WA
1073 Ws
I An:tarl FCp (Fla 5j Ilia bs
195 ba
275 It's
us bs
ezz an
135bs
14o Its
177 M
37010a .
. 1871D3
0 332 trn`
4191Ds
17obs
22f Es_
. 2901tB
2Aneeom ®1.15' MID O.CI FC 4 67 240 bs
am Its
NIA
WA
WA
WA
100 as
NIA
WA
NIA
WA
WA
941 DS
412Its
560 b
I NU I t: t-UK I Rt UrrJt l ULIr, U= I ne O i=nrvv-rrvl l--em..nvn r--r II .....................
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
i Lr1VR u-~ITmwUDImcw1rvnne-
(DP ) 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.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FRLED
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 BEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE), STRUCTURAL STEELTO BEAT
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL -SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1"S.S. OR 410 S.S.
PRODUCT' REVISED
os complying with d18 Fib"
Ba""g Code .b 21$.O�
Acceptanco No 6
F.11 Ind on Dal c y gDZ)
(� \\1111111111 "
\\\ o......... .
r
=•C; V\GENSF ••F'P i
No.58705
wz
Y,'• rLORIOP.•'�G�:
A. LYW ALLER, P.E.
FL P.E.# 58705
I H6LC OH
Mullion Capacity Table (Ibsdt)
Opening Width (for tedlra*va1ring
6o In 601n TO In 601n
mullions) orOpening Height
901n
(forindmmeIly-spercing mUllolm)
100In
120 in
1401n
150 In
lx4x.125
Rectensulsr
t06ft
7laplfllsng.
LOedng
Rnel4n•Ja
LOadng
TreWrdw&
Mans
14e WW"
Loaft
Tf PM§ng.
L0sdn0
Reclm,OU
Lwdng
TmpRdanm
LOedng
Reelen9alar
Loadhg
ltepirdang.
Loaci14
Reelslgde3
Lancing
7fapffmro
L-&V
Re .gww
Inacilp
mepmam-
Lo4dno
R Cw,4 &I
L04cing
TmWTMIW.
Leaden
Racten•Ily
ln4dnp
71e4JTd4n9.
LoaQn(DL
Alum. Tube
Mullion
e7^
-f
$��$
�$�j$
I I
I
1pp�
I
1
�^
g
I
d
I
�'l
d^
p■$ �$�j$
pad
1111,1
,
S
�
}t �,
gy Fpa7
^ �
B
pk$ �
/-1p�}
�
�
h
�¢{
�
d^
42 in
170.01
620
170.0
435
170.01
744
170.01
478
170.0 1
860
170.0
508 1170.0
9D2
170.0
519 1170.01
1116
170.0
521
1".0 1
1240
170.0
521
170.01
t456 1170.0
521
Jae 1
1459
170.01
521
127.8
1499
170.0 1
621
48 In
170.01
700
170.0
524
170.0
a"
170.0
5"
170.0
g92 1170,0
030 1
170.0
1133
179.0
651 1170.01
1275 1170.0
6R
158.3
I= 1
170.0
880 1130.31
13M
170.0
050
lit.71
1303
170.0
ON
97.7 1
1303
170.01
NO
50A251n
170.01
747 1170.0
563
170.0
898
170.01
631
170.0
1046 1170.0
U4 1170.01
1195
170.0
123 1
15&1
1237 1170-01
747
140.5
1235
170.0
759
117.1
4236
170.0
756
100A
1235
170.0
750
87.6
1235
170.0
758
64In
170.0
797
170.0
N2
170.0
936
170.0
8B1
170.0
1118
170.0
7N
1N.4
1165
170.0
607
137.2
•1158
170.0
837'
123.5
1158
170.0
8N
102.8
1168
170.0
861
170.0
6B1
772
11N
170.0
081
601n
170.0
885
170.0
701
168.7
1042
170.0
797
1429
1042
181.1
832
125.1
1042
148.7
$to
1112
IN2
136.8
- 861
100a
1042
130.2
791
87A
1042
125.1
752
125.1
782
6T.8
1042
125.1
782
03In
170.0
9M
17&0
745
1512
992
IMA
ale
129.0
1192
1MA
790
113A
D92
131.0
782
100.6
992-
121.4
760
901
ON
114.8
768
75A
992
fOfl4
745
108.0
744
50.7
M
108.0
744
fi
661n
165A
947
170.0
789
137.E
847
14fl0
766
118.1
947
130.3
758
103A
047
117.7
752
91.9
W7
10IL7
738
02.7
W
1g22
7T7
06.9
947
85.1
71J
94.0
V159-9
711
51.7
gO
DI.O
711
Fen
72h
135.0
N9
f/27
737
1132
N8
121.E
722
91.0
go
f0&9
708
04.9
849
0&4
695
75.5
849
83.7
US
07.Y
849
M7
575
5&6
00
76.3
659
72.6
662
42.6
849
72.4
651
S76h
115.5
782
120.7
665
90.3
702
102.6
652
825
702
GO.0
640
722
782
50A
on
642
762
742
1i20
57.5,
Tel
592
613
4fl1
762
62.8
602
5D.9
5"
E&I782
69A
695
78 in
10&9
72A
111A
634
59.0
724
04.6
621
76.3
724
as
N9
686
721
74A
598
68A
'724
66.1
697
63A
' T24
BSA
803
44.6
724
57.3
673
64.3
6B7
3JA
77A
63.55"DO
In
62.8
543
71.8
10
1&0
143
613
474
40.7
543
62.9
455
43.5
543
47.1
468
3&8
543
42A
452
'34.8
N3
39.5
40
29.0
643
34.2
436
32.1
430
211
5$3
3D.7
41B
go In
371
476
55.0
427
47.8
478
49.7
419
40.9
478
432
412
35.8
470
3fl6
408
31.8
476
34.8
400
2D.7
47
320
393
23A
478
28.1
358
20.5
478
25A
380
t7A
1T0
2A2
378
1081n
ID.3
J77
41.1
341
33.6
371
34.6
335
25.0
377
30.0
330
252
377
28.6
326
22.4
371
24.0
321
20.1
3
22.0
317
tO.B
377
1D.0
310
11.1
377
17.1
3N
11191
J7.1
357
37.8
323
30A
J57
31.5
315
26.5
357
27.6
313
232
35T
24.4
309
20.8
357
22.0
305
1&5
35
20.1
301
15A
357
17A
294
12D In
20.3
308
29.8
Z7B
?A.5
308
2&1
274
21.0
308
21.7
FM
183
308
1112
2B1
1fl3
30e
17.3
783
1441n
17.0
212
172
Igo
I AbLt_ 05
An
orCepacity
Tablefibs)
Spbehe[e:
2.7k Mncfete
3.5k Caw. I
HNa7 rMU
Fied CMU I
PTWood
Mew
5fIVEko
V4'S8 Elea
511W Men
1N• 8S Eko-810
sled
#12BtNI
N2SIOd
3l1B'F]co laUsan
1M'FJco UIMeen
Utrww
3/18'Eko Ulumon
V4`Ek0 U6ncm
AggnOstar
Ubecbn.
AggraOater
8cnw(GS)Scmw(O5)
8crew(05)
Anchor Clip PatternsArteho<
Edge DiSUW go
I.
24W
1• 1
2-12-
341w
1' I
24rr
1' I
2-I
T
3-1/8•
2'
0.48' 1
0.54`
0.32
Embedment(inT
1.314'
INN' 1
1.3H' 1
1-314-
T
1.114` 1
1414V
WIC
1 1414*
1.114'
1.1/4•
T
Ia18' 1
I-w
lades
2 Anphom ® 4.76' Mh. G.Q I SmMa(d a 0Ie41 Cap (Fig. 182Y
390lbs
390 We
450 b4
6901bs
1644lbs
270 me
2801bs
3541W
740lbs
374100
664 Ibs
Notes
341 Ibs
1 4421ba
6801b4
4 Anolwn02.25- Mh. O.0 I Standen!(a 06e0 Cap(Fig• 3Y
70005
700 be
550 Ns
1410lb4
052 be
WA
No IN
WA
030Is
WA
NO The
WA
6820s
695In.
1120 bs
aAn=aI.15' Mh. 0.111 SWwad(aO1e0 Me (Fig. 4Y
960 Ibs
14001be
WA
WA
WA
411A
7801be
WA
WA
WA
WA
WA
136314
1770I1-
2210 Me
4Anbhar,QT in 0.C.I(2)215Anpe CDps/fftg•5Y
780 Be
twice
6809s
1560lbs
16%rA
NO bs
5601ns
WA
760 be
74811a
8801b3
18921133
682Im
685 me
1120 bs
BAnclpe ®S' MII� O.Q I (l) 2s5 Angle Qpa l (FW 61
11701bs
1170lbs
1020Ins
2340lb3
2844 Its
8101b4
"a Ibs
WA
1140lbe
1122 YA
13201a
2B35IN
1D22 9•
13271ea
16M Ib3
4 Amhon 0 OA5• Mh O.C. / Ucup, h10.12VM et. (Fig. 7):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1130 5a
2 Anah- Q 225' Min. O.CI Fall, t. BY.
Me ba
350 the
290 ba
7051s
47810s
WA
280lbn
WA
3Is Its
WA
4401bs
WA
341 m
442lbs
660 The
4 Anchm 1.IV Ma O.CI F13p ff.OY
480
1
WA
WA
380 ft
A
WA
WA
WA
bs
lha
11201s
4NCHORGAPAGITY AUUUtl1mC191 r43nrrlus k
(DPI,) X ( ANCHOR CAP'
,,s,a, ANCHOR CAP.-
`MULLK#J CAP.,,,.-
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:: .' :..
FIGURE 1: FIGURE 2 FIGURES: FIGURE 4: FIGURE & FIGURE 9:, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
• • • • • • • • • • • SHEETS24 FOR GENERAL INSTALLATION METHODS.
• • . -• 2) LINEAR INTERPOLATION BtTWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • e o : - 3) MULLION ANRMULEION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
FIGURES: FIGURER: FIGURE7: SUGGESTED, APPROXIMATEHOLELOCA710NS., ..
• • • • • • 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.6083-T5 AND BE A MINIMUM OF .125' THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICK
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 &
#12 ANCHORS INTO WOOD MAY BE STEELA"S.S. OR 410 S.S. -
PRODUCT REVISED
as amlplyinb with We Florida
Building COde��bli$.O
Acceptance No
�'l�.•'JGENSF ••.F'P I
S TV 5!
' ''%cs, M)NAX, ,%`�'
A. LYNN r LCER, P.E.
FL P.E.# 58705
1 HOLC ! G
Anc
orCaPacity
Table a . '
Substrate:
2.7k Carcaele
3.5k Cann. I
Hawn CMU - -
- Faed CMU
PTWed
Mew
5/Ir Eke
5116• Eko
V4' 88 E1-o
14'88
NO 81ad
Nx Bleat
012 steel
AnchorCOpPaCema
AnMaelype:
3/fe'EkoUlOesm
tA'EkolAka4an
llltlecan
3It6•EkolBllson
114'EkoUlheeon
-
UV1211
aler
sonar'05)
B" (GS)
Strew (G5)
Edge OWMe OnY.
1•
2.1rr
r
2-1W
3-11r
11
2-17r
r
:2-t2*.3.110'._
r
0.4r
0.54'
0.32r
Ewbadwmt 14
+314'
1314'
13/4'
1314•
r
mir
, 1.14'
1-114'.
�:.1•U{' �...1•U4
r
"1:W8"-
+.LB'
melee
2 Awfa 043WMa.O.C. I Slandrd or Ofaet Clip(FI0. 162k
39DW
3001ae
450W
ego lbe
%"W
270Ibe
2801ba
354 be
740W
r-U46lbs
6641bs.
946b
341 Ibe
4421be
560FA
4 Anahaa @ 2.25 Min. O.C. / Slrtlrd (or0fae0 Cop 010. 3):
700 0a
7001tn
580 W
14101be
9W fM
WA
5601bs
WA
6301be800
me
WA
6a2 M.
8851be
1120 to
a Archers C i.1S• MkL O.C. / 8lendwd (err Obel) UV ff10. 4}
060 W
140Dlbs
WA
WA
WA
WA
7601DS
WA
WA
WA
WA
1363 wo
1770 ths
2240 W
4AMba GTMin.O.C./R)2s5An*CID3/fRgg5):
78DW
780W
Wit*
15601W
1888Cs
50 rw
560as
WA
760 ioe
MOW-.
1B821ba
682 rw.
665Ibe
1120W6
Anchra @ 3' Mh O,C, IR) 2f15 Ang% CUPS I (Fq. ey
11701be
1170 WWiu2nm23/0109
2&4 W
e10 W
640 W
WA
114016a
1320lb.
25M Ib3
10221C1
13271Da
1880 b
4 Arcb—®0.45'Me.O.C. IU4aip, Into.l2b'AArm. (Fq. 7);
WA
WAWA
WA
WA
WA
WA
WA
WA
WA
NIA113o
Ibe2Anchra
® 2.25• Mh O.CI F.Ip ffq. BF
3501W
350 allJOS
0s
l7516s
NIA
2BD W
WA
31516s
WA
!lO ltn
WA
341 Ibs
M21tr9
5601ba
4 Archon 01 15' MYt O G1 F-Ulp (Fig B7
4W W
70D WWA
WA
WA
360Im
WA
WA
WA
WA
WA
662 Lbe
865Im
1120 @e
ANUhUKI:AVAk,11TAWUA1MCn1 r'-—
(DP,,,)X(ANCHOR CAP.,n,•„ )=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.
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' r-• j 1.000'
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • E
•• ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ff2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
• • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 4.00D'a�T
4•00(r
SHEETS 21-23.•HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
.. SHOWN ON SHEETS 21-23.-FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 8: FIGURE 7: 4) SUBSTRATES: CONCRETEf SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
• • • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
IREJRFAT
YELLOW 'sPMERN PINE
SG OF 0.55. ALUMINUM SHALL
• • • • : ` ... ��T A (ill GAUGE). BE IE
TRUCTU F .125' EL TO STEEL
AWITH AN 7 O E CK AND A36. RADALL A ANRDS.045'5'375•
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 1• X 4' X .375' 1' X 4' X.3T5'�
ANCHORS INTO WOOD MAY BE STEEL, 18,118.11OR410S.S.T-MULUON MULLION
A
Nd
st
PRODUCrmvisBD
as complying wish the Flo ida
Building Code
1„uuflu—
No.56705
� I. Lu;
%� '• T TbE Or Sul:
1OR10,.
A. LYNNIMILL, P.E.
FL P.E.# 58705
MulllonCe ticl Table Itis "
Operdng Wldlh (for var5ce0)sperin1ng
muions) orOpening Helght
(far 11od rt aIly-sperWng MWOre)
50 in
solo
TO In ..
.. SON -.. r -
". -' ,. '•BON :` ;.• `
_` "". t001n
Me In
1401n
INN
1Z8"X
Roetangdv
lsep/fAug.
Loafing
Rrx4mlply
Loamo
7FtN16on9•
L-9.9
Ranmgder
T[oplldnP
loadng
RKtsnWlr.
Load m
TmpmUnB'-
Inadn9
ReclonpWer.
lowing .
TmpllHnn9.y
""' Loaft -
R4eW19iar
� L�dng
Tr4plteenq
L.9
Itectan9uter
L.oadN
'TrgYfderq.
Lowing
RactnnWn
Losdng
Tnpmierg.
Loafing
Reclm9oly
tnadng
Tr4pRAmg.
losdiq
3.1
Tub. MullIII
-agSLoedfng
tl
�
((p�3
fEKCK
. $�
(�
�
iK
$�
£$LoadlnO
d
g
a �'
(�
SedB
�
a 1�$J"
rp�
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yp pp
d2.K2C
'fig
$ pg
�
.fC�
y
-
i
.�
3K
�i
'Ca
�4'
g
1g7
6K
�$J'
f
Z�K
42In
170.0
620
170.0
435
170.0
744 1170.0
478
170.0
an
170.0
506
170.0
882
170.0
ble
170.01
1118
170.0
521
170.01
1240
1-10A
521
170.01
1460 1
170.0 1
621
170.01
1735 1170.01
521
161.0
1789
170.0
521
48 In
170.0
708
170.0
524
170.0
850 1170.0
554
170.0
992
170.0
830 1170.0
1133 1170.0
N1
170.01
1275
170.0
en
J70.01
1417
170.0
OW
154.8
1MB I
170.0 I
NO
1327
1501170.01
We
110.1
INN 1
170-01
080
SDAZIn
170.0
747
170.0
563
170.0
WO
170.0
e31
170-01
1048
170.0
684
1T0.0
1195
170A
723
170.01
1345
170.0
747
187.01
1485[7..
758
1392
1{68
170.0
768
119.3
1465
170.0
786
TOW
1495
170.0
T58
64 N
170.0
767
V0.0
512
170.0
058
Me
691
170.0
1110
170.0
7N
170.0
1275
170.0
an
10&1
1376
170.0
a37
148.E
1376
056
122.3
1370
170.0
Nt
159.8
1378
170.0
681
91.7
1N8
170.0
M1
OD In
170.0
885
170.0
701
170.0
1083
170.0
797
155.9
1153
17MO
878
139.0
1158
167.4
930
123.8
1163
156.8
010
1112
1158
912
SZT
11N
144.8
905
79A
1150
144.0
905
09.5
1158
144.0
905
631n
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119.4
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109.4
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78.5
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64.3
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27.8
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196 Ds
196 Its
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135 Ds
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FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 5:
•
FIGURE 6:
4NCHOR GAFACITY AUJUb lMt:N 1 1-UNMULJII
(DF®)X(ANCHORCAP.,,,,,, \_ANCHORCAP.-
`MULLION CAP.,,„,,,_)
USE THIS FORMULA TO OBTAIN THE -ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. . SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO 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 SWILL BE
6053-T5AND BEAMINIMUM OF.125' THICK STEEL STUDS TOBEAMINIMUM GRADE 33AND
.0450 THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST .125 THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
0
PRUQUC7REVISED
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FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
BE USED
IN PAIRS,
FIGURE 4: FIGURE 5:
roe
FIGURE 6:
4KUKUKGArAG117 AUJOOIIe1Cia1 t•Vnm-
(DPw,) X (ANCHOR CAP.,,,,,.o,\ -ANCHOR CAP.,,,
`MULLION CAP-,......
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES'. - ;
1) SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD-FOLLOWNG DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
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 A 00• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICKAND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
125'X3.25'X.100'
MULLION
moDUCr REVISED
as complying with dw Fluid6
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Mullion Capacity Table IbsW
OpeningWtdth(forverb Iy-spandtgmlAons)orOpeningHelgM(gorhDRmr9a*"VaMlgmoons)
120In, •.
SOIn
Wh
To In
80h
o01n
1001.
1401.
1601n
2x4%25
Rea vgftr
104dn9
7uplDtsm
Lo4dlp
Rwtm 9w
fmdlp
Tmgftwg•
Loadn9
RNIKadu
loMng
Trapndrp.
L•�n9
RaclrtiW1.
t.oedlp
Tmp/rd4ny.
l0ndr�p
Re•Wofisr
L9adn9
11497ril-V.
Leafing
Pl010 er
Lmdng
Tmp DWO
Lnndng
Rwt-gLdr
Loadrg
TwIllan9.
Lmdn9
Racmngier
L dW
Tmprrden&
Losd09
f7%t469d4r
Laaan9
TnplTdan9.
Lang
Alunt.Tu
Mullionbe
�I,
$�§
1 {$�
42 in
170.0
WO
1TU
435 1170.0
744
170.0
473
170.01
663 1
17"
506
170.0
992
170.0
518
170.0
1716
IrO.O
621
170.0
1240
170.0
621
ITO.0
1468
170.0
521
111,1
1735
170.0
521
170.0
1963
170.0
521
46In
170.0
708
170.0
624
770.0
550
170.0
564
170.0
092
170.0
830
170.0
11J3
170.0
861
170.0
/215
170.0
077
170.0
1417
170.0
6W
170.0
1T00
170.0
000
170.0
1963
170.0
00
110.0
2261
170,0
060
50.8251.
170.0
747
170.0
NS
170.0
M
170.0
631
170.0
1018
170.0
654
170.0
1195
17o.0
723
170.0
1315
170.0
747
170.0
14H
170.0
756
170.0'1793
1700
760
170.0
2092
170.0
768
170.0
2391
17Q0
T56
54In
170A
797
170A
512
170.0
M
170.0
591
170.0
1110
170A
754
170.0
1276
170.0
601
170.0
1434
170.0
837
176.0
1594
IMO
668
170-0
181J
170A
MI
170.0
2231
170.0
861
170.0
2S50
t70.0
881
Go In
170.0
665
110.0
ml
170.0
ion
170.0
T97
170.0
1240
170A
e7a
170.0
1417
170.0
944
17MO
1594.
170.0
M
170.0
1771
170.0
1033
170.0
2125
170.0
IOW
170.0
N79
f70.0
fOW
160.E
26W
17D.0
tOW
83M
170.0
SW
170.0
745
170.0
1118
170.0
SW
170.0
I=
170.0
040
170.0
1458
170.0
1015
1MO
1073
170.0
ion
no 17Q0
1659
170.0
1122
170.0
22J1
170A
7169
7B0.7.
2553
170.0
117t
1{5.9
2653
170.0
1171
So in
17D.0
974
170.0
789
770.0
1100
1740
BW
170.0
1351
170.0
f002
170A
IS56
170.0
7088
170.0
1753
170,0
1165
170.0
1918
170.0
1210
170.0
2376
1T0.0
7276
151.
2243T
170.0
1290
132.9
2437
170.0
1288
72h
170.0
1083
170.0
676
170.0
1276
1T0.0
100D
170.0
1166
170.0
1125
170.0
-1700
170.0
1228,
170.0
1913
'170.0
1316
170.0
2125
170.0
1367
H5.6
2164
/70.0
7458
1NA
2184
170.0
Itin
1092
2164
170.0
153D
781n
170.0
1122
170.0
037
170.0
1346
170.0
ION
170.0
1570
170,0
1209
170.0
t764
170.0
I=
1641
ION
170.0
1421
148.0
1960.
170.0
15M
12J,8
1900
15/6
1646
106.1
1060
154.0
IM
92A
IM
1517
1531
SSS
701n
170.01
1151
1170.01
867
170.0
1 1381
170.0
1110
170.0
toll
170.0
1250
170.0
1$42
170.0
1369
152.7
1561
170.01
1t74
137A
18011
153.1
1500
114.5
1Wi
14LJ
1473
082
1861
159.E
1459F=2.4
1681
137.6
1454
Wln
170.0
1320
170.0
1144
149.1
1328
150.0
1219
121.8
1398
13&0
119E
111.E
1398
121.3
1179
99A
1398
110.2
1162
89.5
1398
101.E
1147
74.6
1388
69A
1122
63.9
1J96
SL7
1f05
1398
78A
tOOB
go in
14T.{
1229
761.6
/098
122.9
1229
t2T.e
1079
105.3
1220
f112
fOBt
92
1228
95A
101{
81A
1229
89A
1029
7J.7
12M
82A
1018
MA
1728,
722
.803,
62T
1228
85.9
977
1229
82.1
907
fOBh
10.1b
Blt
tOSA
80.3
971
69.0
082
7A0
071
772
810
81.T
971
08A
837
6L5
D71
BtA
626
01.6
B71
68.6
016
{3.1
974
49A
796
JLO
971
M.0
702
071
40.e
77195A
910
97.5
79.5
919
81A
Mo
84t
919
70.9
No
Sa919019701
784
O.7
'910
61.6
774
39.7
010
44:6
76B
N.1
919
402
7422
1201.
75.5
790
76.6
!716
02.9
786
04.6
705
53,9
NIS
55.8
695
47.2
786
49AOo8
W7
37.7
� 78o
/Ob�
688
316
7B8
SIA
657
27.0
788
J1.0
66
768
28A
631
144 In
13.7
W
442
3a4
50
37.0
499
31.2
NO
31.8
4A1
27.3
648
28.2
!65
N2
546
25.3
09
21.E
610
210
474
102
016
79.E
481
16A
646
1L2
4'S6
13.7
618
156
MO
1 AHLL T'LtS
AnchorC9 ecl Table be) -"
Subsimle
17k C=Mt6
SSkca .
HfDMI CMU _ >
FOed CMU
.. PTWWd
Mehl
'NIB 17c0
I/4.9S Exa
yfa Eko
U4. 556ro
61051ee-
N12 steel
1Hz sled
AOChOTCNP P6tbme
3'tIT EICO UIaxm
V4'IXOUMxM
NSIo[On
311E I]cO Ullnson
1I4'ExOUnaxon
AgOneOdW
USMcan
Agg2Gala
Scter (05)
litter ((i5)
8erew05)
Eap CIsta ce 1.)
1•
2-112'
1'
2-W
311fir
1•
2.112'
1'
2-11r
21
3•tm`
2
0.48'
C61'
0.92.r
670beanml n
IW4'
t34• '
I V4•
1.N4•
2'
1-1I4-
14 •
4
1.114-
1-114-
1. 14•
1414•
2
I-W
f3'a
%Odes
2AMrM ®4.76' MI6 O.Q i blad8rd W 015et Cap m 162)
0W m
3W YS
45D W
89D IDS
1644IX
270IX
2W 9a
3M HIS
7401te
314IX
6641h1
946 05
8/1 IX
442 W..
560 W
'
4Mn flm ® 2.68' Mh 0.Q 191n1daM (of 01501) (FIJS
740 W
7401•
I 63D W
14851:5
142A W
WA
663 an
NIA
GIIS Itb
MIA
am M.
WA
fiD2IX
065 b
11209a
6MhOM 1.71' Mh O.Q ISI•Imld(W 0I601) Cp(R94)
a85M
050
758W
194E ms
NIA
WA
7059m
NIA
79910s
NIA
WA
WA
102210a
192100
16001u
4 ArcMn® AMIM O.C. 1(2) a5Ar0b Cps I(Fig. S)
780W
7
680W
15MMs
1B96IX
OIX
5WIW
NIA
7601bs
74816E
80010E
15921E
682Ds
ON 115
VMS
6AM1100®3' Mkt O.C.1(-0 216AIQIeCps I OIG 6)
1170913
1170100
10200E
Z14D Ib6
28MIX
6
6/0W
NIA
1140b
1122IX
IWO Ibs
2aMIS
10221De
1327IS
16W It•
Unth sCiMMOLO.C.1UCBp.InI0AWAI,m(F197)
NIA
WA
NU
WA
NIA
NIA
WA
NIA
WA
NIA
WA
WA
NA
WA
073
6AM10n®0,64• Min. O.Q/UCI1p, Int0.12YALn.(F190)
WA
WA
WA
WA
WA
NU
WA
WA
WA
WA
WA
N01
NIA
WA
21 W
2AM10n ®268' Mlrc O.CJFCp (Fl9 Ot
3M W
8701b
315 W
7435E
7121n
NIA
2W m
H/A
31810s
WA
440 W
WA
911 m
442 to
660IX
SMhxs@1.71-SAIL 0.0d Flap n.10)
443W
5250e
370W
919W
NIA
NU _
9Yi WO
WA S
9Bolta
NU
WA
WA
611IX
6641hs
840Ibs
ANCHOR CAPACITY ADJUSimkNT Fuicmui.A:
(D �) X ( ANCHOR CAP.,e,,,,,� _ ANCHOR CAP.,
`MULLION CAP.,•,,,,,,
USE THIS FORMULATO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THE OFFSET CLIP, MR: I HIM bAMr ANunun rAl CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE3: FIGURE 4:
• • • • • • •
•
TABLE NOTES:
1) SEESH.E9T I FOR 019ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
•
' - . GENERAL INSTALLATION METHODS.:
• • • • •
FIGURE 5: FIGURE 8:
• • • •
• • • •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE
,.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSI(5NS; SEE SHEETS 21-23. HOLES TO BE DRILLED PI
THE FIELDFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCAT
FIGURE 7: FIGURES:. FIGURES: FIGURE 10: ANGLE CUP
• • • • • (FIGURES 5&6)
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 SOUAIERN PINE WITH AN SG OF 0.55.
AND BE A MINIMUM. OF.125' THICK. STEEL STUDS TO_BE A MINIMUM GRADE 33 AND.04W THICK (18
IN PAIRS.
• • • • MUST BE USED
ALUMINUM SHALL BE 6063-T5
GAUGE). STRUCTURAL STEEL TO BE AT LEAST:125'THICKAND A36:ALL ANCHOR SINTO METALSHALLEXTEND ATLEAST 3SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S. OR 410 S.S.
2 X 4' X .25' MULUON
PRODUCT REVISED
m complying with Ike Flbdh
Build'mg Code 4G_•Olk
V.`\\\1111111111v
-I` No.58705
�U•.•AfEOF :• �.�.
A /LYf)i� DIR F.E.
FL P.E.# 58705
SI IS• Eko 1/PBS 6/iP Eko 114• SS Elao •to Sltei 012 Steel #12 Steel
Anaharlype: 3l18•E•ko llWacon 1/P Elco 11&mm �ei,a,., 3115'EIao INVecm 1!/'EroUNean .,. A 11Mem A..... Snmr(li5) SoreW(G51 Sarcw(GS)
Anchor Clip Patterns
PRODUCT REVISED
4 Anshan @ 13P W.O.C. / U{i4, N1o.125' AMn. (Fi9. ak WA WA WA WA WA WA WA WA LA ww rv,. ...., .-•+.•- as canylyins with 90 Fkdda
B AaMn®Ob4'MIn. O.C.IUWC. Into.125'AAen. (FI9.9k WA WA WA WA WA WA WA WA WA WA WA WA WA WA �51b F�—•2.000'�•I building Code 16�18.0
2Anclwn ®485'AK O.CJ F•C5Dg g 31gb 3901bf 4.b I S90,i 1518b 2r0b 250Ib5 3S1b 740b 3711he 638b !H8b 311b M2101• lee Attepteam No 3
4 Aathae 1.71• A9n.0.W F-0 "-11k HOW 7001103 505 b 12991b9 WA I WA I 470I64 I WA 1 W3 b WA WA I W21be I 11851he I 11201W •�0. imi Date ���
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By
_ - Muni [hoduct -
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10. FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • • • • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��` C�`; VNN !14!(
6.00
2)LINEARINTERPOLATIONBE(WEENMULLLENGTFiSAND/OROPENINGWIDTHSISALLOWABLE ,='t;•'�,�CtiNSC
. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
• • • • • ' • • •- • 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ _—
FIGURE 5: FIGURE S: FIGURE 7- . • SHEETS 21-23• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. : a. '(j f.✓_ —
ANGLE
• • • • • • • .,,, • CUP"',,", r; 4)'SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED � y •ATE OF j,ti
1 s (FIGURES CONCRETE BLOCI,( UNIT (CMU) SHALL CONFORM) TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATET) %��' ' •., r-/,DR1o?:.•' G
• • • • •• • o=�•"'b° 5-'n,'`- YELLOW. SOUTHERN PINE WITH AN SG of: 0.65-.ALUMINUM SHALL BE 60&3-TS AND 13E A MINIMUM OF.125' %C��'•••••••• �y\`��
MU$T BE._," . • THICK: STEEL' STUDS TO BEA MINIMUM GRADE 33 AND'_045'THICK (18 GAUGE). STRUCTURAL STEEL TO �i,/ 51ONA�-1�.+`
• • • • • • • • USED M • BE AT LEAST A 25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS' THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. 2' X 8' X N A. LlIL P. F # 587 , P.E.
MULLION FL P.E.# 68705
R
(DP )X ANCHOR CAP-.�:) (
LLION ) =ANCHOR CAP.,,,
MUCA,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1 AM= 140
AnehorCey
TmbbObli)
sut'smal
2.7k Ce Mle
3M Cac.
- 11011m CMU IFled
CMU
PTWoaI
Mtlal
pnehoiCllp PNfem�
Anchor 1Y�
M16•EkO Wuson
VP EICDUifam
6f16•Eko
N�O
3116'EkOUIreea1
-
1N'Eko UUecm
1/S SSE o
AgQe(�
NIC Ek0
UfUam
t/4'SS Eko
A{QCU2laf
010 Sled
6— (tat
In
eC10N (Ge)
ORSIm1
Serew (G5)
Ecbe Dlstace(iq
1'
2-12
1• MIZ
3.113'
1'
2-12
1'
,2VC,
2•
3-V0'
2'
Q4Br
O.Sd•
0.32C
EmbeOnenl(hz
13f4-
Me14C
I-W
2'
1-VP
1-VI'
1.1/1'
1-V4',
141C
1-V'Ir
rates
4Amhom@TMIrtO.C.1(7)ESAngleC%Sl 11
7801Ds
I7e0M
680108 1�M
1BB61e3
ti10m
fi60 Ds
WA
78D Ds
74&mM1
F180IDS
13B2 he
6e2115
SSti Ee
143010e
FIGURE 1:
F 0
ANGLE CLIP MUST BE USED IN PAIRS.
TABLE NOTES:
4N1:KUK UAVAUI I T AUJUa 1 MrA l rUR111U, o-
m) X / ANCHOR CAP.,o,,,,\ _ANCHOR CAP.,®
`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.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERALINSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-TS AND BEA 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8, #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
L .126'
T
1.28• X 2.11' X .12W MILLION
(INTEGRAL FIN MULLION)
"'m
P RMUCT REVISED
os complying with the FLO"
Building Qodo
Amptenm No !fo-o2tg.423
Ecpinsji- D-JaXEM fjb2
111111111
i� .•'�10ENSF.
58705
U
�l• '• S'I TL 01' •• �it:
UCH'• PLO[tION'•"
A LYtIWK411P.E.
FL P.E.# 58T05
Y 4,.
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES: . • , .:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS WALLOWABLE.._" ..
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606345AND 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 A25' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S. OR 410 S.S.
30' BAY
MULLION
PRODUCT REVISED
m aunplyind with the Flo"
Building Code
Ac .I.No )G-OZIS
L `�illlllll/�
fix( 1. t .1/�/
P o. 58705
N(fI U�
S`gTE OF [!l:
• FLOR�o . \G�
A. Ll(NN MIL'L�R P.E.
FL P.E.# 58705
IAtlLt lOA
Mullion Capselly Table bse
Opening Width (far WDf9Dely Panxil g
mWons) or Opening H91pht (for hodwrley epam rg mUGDre)
501n
60 In
701n
50In
9010
1DOIn
120In
1401A
ISO in
3.25' 45
Rectongul
load q
1)aWTdatq-
toad.➢
Red
Leadnp
MWIllan9.
toadnp
Rulanwar
loaft
Thl"rV..
Loaft
Redaftwer
Ladng
T7apRdan9.
Lowing
Rectuodar
LOad1q
TVMn9.
Loadna
Racingdar
Ludnp
ThSY7den9.
L9adn0
R-dw War
tasda 9
TaWTdn9.
load p
Rsd&,W
Lasting
TOPRd•t9.
Lwdr 9
Reclengfrt
us"lmdn9
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421n
170.0
020
170.0
435
170.0
744
170.0
478
170.0
call
170.0
NO
170.0
W2
170.0
519
170.0
'ilia
170.0
lab,
170.0
1240
110.0
521
170.0
1480
170.0
621
170.0
1735
170.0
521
160.3
1671
ITMO
621
4eN
170.0
T05
170.a
57A
170.0
1%
170.0
554
170.0
992
170.0
eW
170.0
1133
170.0
681
170.0141
170.0
877;
170.0
1417
17aO
060
1617
te37
tra0
550
140.3
1077
t70A
e30
1228
1W7
170.0
880
5MMIo
170.0
74-1
ITMO
563
1TOA
89a
170.0
031
I=
1048
170.6
684
170.0
1195
170.0
723
170.9
170.0
747.
170.0'1494
170-0
'756
147.1
1552
170.0
756
129.1
1552
00.0
756
110.4
1552
170.0
756
54In
170.0
T67
17a0
612
170.0
NO
170.0
691
170.0
ilia
t70.o
7M
170.0
1216
170.0
803
170.0
170.0
837
1552
1455
170.0
858.
129.3
1455
170.0
981
510.8
1455
170.0
001
97.0
1155
170.0
804
BON
170.0
gall
170.0
701
170.0
1053
170.0
707
170.0
I=
170.0
078
157.1
1309
170.0
9Q
139.7
170.0
W8
125.7
1=9
-109.5
094,
104.5
1309
IST.S
`B02
89.6
13W
161.1
982
70.8'
1309
167.1
682
03In
170,0
00
00.0
745
170.0
1118
t70.0
a6D
1029
1247
170.0
040
142.5
1247
164.6
083
126.7
152.5
965
114A
'1247
144.3
952
9Fi0
1247.
130Z
938'
51A
1247
133.7
9J5
71.3
1247
135.7
05
66In
170.0
97/
170.0
788
170.0
1109
170.0
003
146.4
1190
10a7
055
120.9
1190
141.0
945
1164
130.5
928
103.0
1100
125.4
014
WA
1100
-119.5
890
742
1190
118.1
50
64.0
1100
116.1
893
c
72In
161.0
1010
USA
877
134.7
-lat0
144.0
850
115.4
1010
1272
842
101.0
1010
114.7
828
KIN
105.0
817
0D.0
1010
98.9
so?
07.3
1010
00.8
785
57.7
1010
87.0
790
60.5
1010
07.7
789
76N
137A
908
IAA
792
114.5
loll
1220
715
98.1
ON
107.1
761
9.5A
ON
902
749
70.3
W2
735
47
006
823
722
572
W6
74.7
718
49.1
005
712
710
42.9
906
70.8
Me
7aIn
127.E
851
1325
754
105.9
661
112.5
735
90.5
801
0&0
725
79A
881
8a5
713
70.6
61.0
703
e9A
081
-15.4
694
60.0
851
08.t'
681
45.4
051
6{.5
676
30.7
581
03.7
672
90In
82.7
60
55.4
5-14
84.9
640
72.1
554
59.1
60
829
554
61.7
046
5g1
545
45.0
50.9
63T
41A
616
47.0
530
34ti
gill"
41.5
519
29.5
840
38.2
511
25.9
640
35.5
507
9B In
662
NO
70.1
508
50.5
SB0
59.t
IW
A.7
583
51.4
40t
42.6
505
45.0
453
37.9
MA
476
34.1
568
1&1
470
26.4
568
33.4
459
7A.3
588
30.5
452
21.3
568
29.7
447
108N
47.9
KB
48.9
405
39.9
449
41.2
3W
34.2
449
35.7
393
20.9
449
31.7
387
20.0
449
20.8
382
23.9
449
25.1
377
20.0
449
23.7.
388
17.1
449
20.4
301
15.D
449
18.0
35a
111 In
M.1
42b
ISA
385
30.6
125
37A
370
31.6
425
320
373
27A
425
29.1
387
24b
425
282
392
221
425
24.0
338
10A
425
2a7
35D
15.5
126
10.a
3A
120In
34.9
364
35.5
331
20.1
354
20.6
325
24.0
384
25.8
321
2fA
381
228
317
10./
364
10.5
313
17.5
351
10.7
308
144 in
202
253
20.4
233
10.5
-
17.1
230
I ACLC lUtl
pnchorCe
acl
Tabte bs
sublets
27k Cman to
3.6k Coro. I
Hd=CMU
Fled CUU
PT Wood I
Metal
all"EIko
1Y 89 Elm
511C Elm
114'898m
01081aw
1128
012S ted
AnanoTyps
3118'Elm UlOxon
114'Elm URecn
In
9f6EkoUtraon
1M'EkoUbmm1
ApprmOk
Ullrmon
A9ge0akYcer
...tM
Sean (QS)
Anchor CUp Patterns
Ed9a 01sUrce8nY
1'
2-Ifr
1'
2.1rC
3.118'
1'
2.122'
1'
2.1?
2.'
3.115'
21
OAa'
0.54'
1 0.324'
EmOedmenl (N.
1.314
1vr
1.94'
T vve
2
1.114
1-1q'
1-1H'
f•vR
1•v •
1.1M
2,
1J/T
1A41'
vrka
2AWho 49sMn O.C.IR)2a5An9k Cop.Iglg lY.
390 b3
3B01m
450p
e9oba
1700 ma
270 ba
-^2801m.
as4 be
.710Im
J711
Y101.
• 0431m .
. 341 bs .
442[be
560 Da
4 Amhara ® 33' Mn O.C.1 R) 215 Angle bps I TV. 23
780 PA
750 Da
790 bs
W701m
252sba
510 ba
D601m �
. WA
1120Im
743
8801m
1892 In.
6820s
8551b
1120 bs
0 Arc1wa0 2.71- Mh O.C. 1(2)215An* CW I ft. 33
112D Ina
11201113
950b
22461m
2254 roa
WA '
•10.591h
WA
1320 tm
WA
1 1022 ba
1327 PA
1680Ina
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLENOTES'
1) SEE SHEET'1 FOR INSTRUCTIONS ON USING THE TABLES"ANDSHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W IDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS; SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON, SHEETS 21-23.'
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.,.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI30tSPECIFICATI0NS: 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-TSAND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST-3 SCREW THREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S. OR 410 S.S. '
4Hl:l1V% uAYA41 r T-....rnlr -
(DP_) X ( ANCHOR CAP.,,o,.,,,\ _ANCHOR CAP.e,
MUWON CAP.,,,,4„
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.
PROI)UCr REVISED
as complying with gw FludidhL
nuilding Coda a, -a
2021
�.( LYNN
���`(`�.•JCCNSF. FA
;'T� Np. Ti8'05
A.�tYN , j i
FL P.E.1158705
.126"
2.000'
L 125"
r
11 X T X .125" MULLION
6083-T6ALUM.
XSECTION
.315"
MIN.
"III-( ,.000• )---
I
2.0
375"
1• X 2• X.37S MULLION
6063 TB ALUM.
XSECTION
2.00V
i6063-76 ALUM.
ssoD
cVTHF3iETo
37h
3.125'y F-CLIP. 9EE
MIN
_CREATE
DETAILF,SHEET4
r--------i
r--------�
1 I
1
I I
A
L- __-__J
L--_-___J
STANDARD CLIP
606VM ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
ZWRHIN THE DASHED BOUNDARY. SEE
SHEETS 5.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + InW.
5.500'.MIN.
.375' MIN.
MIN.
---- --------I------------i
I
I I
1 1
B
I i Ii
I I
I
C OFFSET CLIP
.125' 6083 TB ALUM.
I TOPVIEW
-1 1.000• �-
12V
2.750'
375'
f
T X 2.75' X.375• MULLION
6063•T6 ALUM. _
XSECTION
1 � -
2.125"
U•CLIP.
16063•T6 ALUM.
XSECTION
126"� I E
--i .74W
E
.338" MIN.
A
I
U-CLIP
8D63-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS647FORTHE
ANCHOR O.C.
TABLES
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER+111V.
.850•
6063•TB ALUM.
6063•T6 ALUM.
XSECTION
-- - XSECTION
2X5 ANGLE CLIP
606"'B ALUM.
2.000"
XSECTION
12F
XW MIN. I+
F.ASHED
-----------------
------------^----' 2XSANGLECLIP
- 6063-T6 ALUM.
TOPVIEW
F ANCHOR HOLE MUST LIE WITHIN THE
OUNDARY. SEE SHEETS 5.17 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + 111W.
Mull Dimension (sheet #)
PGT Part #
Mullion
SW. Clip
Offset Cllp
U-Cllp
Angle Clip
1" X2" X.125" (6) i
66M
' 666113h1
M1118M
°666243M
666511M
66M
666114M
6661119M
666MM
666512M
1"X2.75'X.375"(7)
66607
666115M
ON1120M
666245M
656513M
1"X2.75"X.850"(8)
66806
666116M
6661121M
666246M
GM14M
1"X3.125".X.500•(B) .'
66637M
6661116M
6MI114M
660242M
666515M
1.25" X3.1eS" X.265" (12)
, 68841M
W81117M
6661113M
666241M
666516M
1.26" X2,11" X.125" (18) .
69370
WA
NIA •
WA
886517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ..
.12W
2.118'
1 .,25
.900" F
1.2W X 2.1 T XA2SMUWON
6083-T6 ALUM.
X-SECTION
TART F A
Dimension
For Mullion:
A
1'X2'X.125'
Aluminum
Tube Mullion
B
N
C
D
A
1.
. X2'X.37W
Aluminum
Tube Mullion
BMD
2404
C
0.635
D
0A00
A
1.876
1' X 2.75"" X
.375Aluminum
Tube Mullion
B
3.000
C
0.767
1.118
E
.460 Min.
A
1.312
1"X2.76'X
.e50'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.OD0
1' X 3.125' X
'� Alum
Tube Mug
B
2.637
C
0.883
D
1.137
A
2.626
1.25' X3.18B'
X.285• Alum
Tube Mull
B
3.282
C
0.862
D
1.762
A
1.813
1.26' X2.11' X
.121" Alum
Tube Mull
m
04N Ali,,
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N �e.ase '' ep
Q A -
�, [ UJ =
A
A.
FL P.E.# 58705
-j 1.000. 1- -Fi 1.000• �- 1.aer-1 p
.083• .3 e 1g,$
.0062' 125" -�( F".125' lie'
q,Dgg• 4.000' 4.000" .125 STANDARD CLIP gY cwi
2.000' 8083•TB ALUM. 2.125' 2X5 ANGLE CLIP
2.825• I V•CLIP 2.000' 4'
125' _ %SECTION 8083-TB ALUM.
6063-TB ALUM. t
%.SECTION ,125 N.125' .125' -125%SECTION Nm w
CENTER OF ANCHOR HOLE MUST LIE
THIN THE _j LU
.125 ,3T5 165, -375' . - • DASHED BOUNDARY. SEE SHEETS 5. 01 FORTHE ] _
ANCHOR O.C. DISTANCE MAXIMUM m U)
_ - - HOLE bIAmETER:ANCHOR DIAMETER+1/16'. - to
1'X4'XA2W 1'X 4•X.376' VX4'X.375• 5,6p0' (0 Z M OF
MULLION MULLION 'r-MULLION CUT HERETO _ - " 6'00� 375 Q 10 J
8003•TB ALUM. 8083-76 ALUM. 5053-TB ALUM. 375• 3.125' _ CREATE F-CLIP, SEE '3T6• �� MIN. ~ y J
X-SECTION X-SECTION XSECTX)N MIN. I DETAILF,SHEET4 Z
I--1.250'- -j T .375' J -_- Z s
1.260' t210'
3.250' 3.
10T
.10D'
-I .82O" I�� -I .82D• I--
1.26*X3.25'X.10(' 1.25' X 3.25' X.524'
MULLION MULLION
6005-T5 ALUM. 6005-TS ALUM.
X-SECTION XSECTION
2.661'
1.377'- •12S
1J
I
-125' I
125•
So•
3.250"45- BAY MULUO
30' BAY MULLION
6003-T8 ALUM.
606VM ALUM. I
X-SECTION
%-SECTION
---1 .820" 1--
1.26' X 3.84' X.624'
MULLION
800545 ALUM.
X SECTION
3.469•-
177 � •126'
I
J MW- 4 9
,228' i-•,981'-�
.376'
MIN.
r-------� { ---------I CENTER OF r--------------------i
I I I I I ANCHORLE j
1 I I I I I MUST LIEHOWITH04 I
I I I I I THE DASHED
1 I I I j F BOUNDARY. SEE j
�___ ___ SHEET36-20 FOR
I I 1 I THE ANCHOR O.C.
DISTANCE
MAXIMUM
I I I I I ANCHOR HOLE I I
I I 1 I I DIAMETER I 1
I I I I ANCHOR I --------------------�
u_
I _-J DIAMETER+1118'.
CENTER OF ANCHOR HOLE MUST UE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-20 FORTHE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER +1116'.
STMDARD CLIP U-CLIP-
6 3-T6ALUM. 6083-T6ALUM.
7PVIEW TOPVIEW
TABLE C TABLE C, CONT.
.375'
I I I I
I I r r
I I I I I
I I I I
I 1
I I � I �• I:�
-1'.
.I
I 1 I I
1 I I 1 1
I G OFFSET CUP
.125' 6003•TO ALUM.
TOPVIEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Dimension
Value_(In)
For Mullion:
7
V X4'
G
1.000
.126'
Alunimm
H
2680
1
3,000
Tibe Mullion
F .
3.187
1• X4' X
,.G
0.767
.375'
Aluminum
. H
2430
_ 1.
3.000
Tube &'r
• F •-
2250
1.26•X3.25'
- G
- 0.750
X.100'
Alunlnum
'.H ..
1.500
I
3250
Tube Mullion
YAMI C n
alue on)
For Mullion:
1.938
0.500
1.25X3.25•
X.624•
Aluminum
Tube Mullion
1438
3.250
R
2.025
1.25X3.94'1.126 X-824'
Aluminum
Tube Mullion
1.5W
3.260
2.813
30• Be Mull
2875
1451 Bay Mull
2X5 ANGLE CUP
6063-TG ALUM.
TOPVIEW
Mall Dimension
(sheetfl)
PGT Part V
Mullion
SW. Clip
Offset Cllp
U-Cllp
Angle Cllp
1' X4' X.12S (10)
SMS4 I
888111M
W61122M
MR41M
S68518M
V X4' X.375- (11)
66610
W6112M
6601123M
660242M
666519M
V X4- X.375' -r (11)
WM
666112M
6601123M
668242M
SU510M
1.25-X3.25'X.100-(13)
0160
SN1127M
6661124M
6SM410M
NW115M
1.2VX3.25-X.824'(14)
20161
688110M
8881125M
(INN11M
U0116M
1.26' X3.90 X.024- (15)
0182
W81117M
6S61121
888241M
666517M
30 Degree (19)
86648
WA
WA
WA
660110M
45 Degree (0)
865
80
WA
WA
I WA
WW111M
'^.4301JCT REVISED
n complying with the Florida
Building Code 11o•dL18.Oj
A,Mplamx Na
B,pieolipa
NN
SZ705
g�1�6
'A�tNNI�'4ER; A.E.
FL P. 58705
TART F F
Mull Dimension
(sheet#)
PGT Part#
Mullion I
Std. Clip
I U-Clip
I Angle Clip
2-X4-X.25P(18)1
66602
1 686261M
1 666271110
1 6665112M
2' X8' X.25' (17)
I 066282M
I 666272M
8665113M
1 STANDARD CLIP
2.000' I 6003-TS ALUM.
NOTES: XSECTION
I
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING _ .126'" -
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET-
2)SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. 1.490' ,
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
b 500'
t-2.000'—i
2'X WX"25'
MULLION
6083-T6 ALUM.
XSECTION
CUTHERETO -
3.600' CREATE F-CLIP, ,375'
375' _ SEE DETAIL F.
MIN. r SHEET4 MIN.
r-------- ---� -- -------n
I I
1 I 1
1 I
1 I
I 1
4 -i— - - — - - —1- 3.438`
I I
1 I
1 I 1
1 1
I I
I 1
L- STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE W63-TB ALUM.
—WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE, MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER 41118'.
5.500'
CUT HERETO
3.500' CREATE F-CLIP,
MIN. rC I SEE DETAIL F. r-MIN.-
r'- cuccre
rC-
1
I
I
I
1
I
1
1
I
I
I'
I
- I
I
I
f
1
I
I
I
I
I
I
I
1
I
I
I
`--------
I
I
--- --
I
I
I
I
1
I
I
I
I
1
-------J
4.688'
-
b.4
I "
STANDARD CLIP
6003;MALUM.
TOP VIEW
f
--� [- 125'
O-CLIP
2.125'a
6083-T6 ALUM.
XSECTION
.126'
-1.490'-4
.376'
+ &438'
J-CLIP, 6083-TBALUM.-_ -
/ CENTER OF ANCHOR HOLE MUST LIE
—WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-20 FOR THE ANCHOR O.C.
—DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER 41116%
37W
I
I
@ t 5.438'
$' UL
U-CUP
6063-TBALUM.
USED FOR 2' X 6' MULLION. SHEET 17
TOPVIEW
2XSANGLECUP
0003•TB ALUM.
y0001 XSECTION
L 126'
5.000'
375'
MIN.
T---------------------T
I I
I I
I I
1 I
I I
I
3.438'
I 1
I 1
I I
I I
.375•
L
I _ J
MIN.
2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6ALUM.
WITHIN THE DASHED BOUNDARY.SEETOPVEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER 4 1110'.
MIN.
r---------------------T
I I
I I
I I
I I
I I
I 1
I 1
I 1
6.438' I I
1 I
I I
I I
I 1
I 1
1 1
.376'
I I MIN,
2X5 ANGLE CUP
6003T6ALUM.
TOPVIEW
i:GUUCT REIVISFD
as wmplying with dw Fleridk
B,dldins Code
fos)
MumAmalm
Qom• .: ' IICENSF '•. �P
No:58705
ACC !cLO......
A. LYlfts FiI1LLER, P.E.
FL P.E.# 58705
EXAMPLE
1: SINGLE VERTICAL
MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 24W. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.OW.0 PSF.
1) INITIALLY ASSUMING THAT A I' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32+32+1•=6V. REFERENCING SHEET 25, THE COLUMN USING
NO ANCHORS
T
ON HEAD
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
4 i
SEE
SEE
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A, SHEET 7, THE 1" X 2.75• X MULLION (LENGTH = 72". OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD
o
FENESTRATION
DETAILS.
.375•
NOT BE SUITABLE FOR THIS APPLICATION.
o.
oY
PRODUCTS
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 +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72•
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS.
N
MULLION
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)012 ANCHORS AND THE 2XS
}}
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
ZSEE
N 8
oETNLS,
3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
0
SHEETS
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
2.3
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ..
0: i4
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 0.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY,
WNO
'o
ANCHORS
ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATEITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
�
3
(60 PSF)X ( \ 4 8 LBS (MAY BE USED TO QUALIFY # 10 STEEL S CREWS FROM ABLE 4B�
736
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILLTHEWINDOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES A
S 1 1 � W
DESIGN PRESSURE OF+50.01-55.0 PSF.
JQ
FOR THE VERTICAL MULLION:
Z Q N o
-
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32•+72•+1•-105• AND THE OPENING WIDTH IS 36-+36--1- =73 . REFERENCING SHEET 25,
Q Z C
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT 15 AT LEAST THE WINDOW FRAME DEPTH OF 2-WS'AND WILLJ
Ogg
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60,01-55.0 PSF. IF THE TABLE DOES NOTSHOW THE EXACT SIZE, USETHE NEXT LARGER SIZE AVAILABLE.
EXAMPLE 2: MULTIPLE MULLIONS
w a
FROM TABLE 3A, SHEET 7, THE 1• X 2.75• X.375' MULLION (LENGTH - 108', OPENING WIDTH = S0') MEETSTHE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
LL'
MULL VnDTH-••1 r-
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2"X 4' X.260' MULLION (LENGTH =108', OPENING WIDTH =80') HAS A DESIGN PRESSURE OF+/-64,7 PSF WHICH EXCEEDS THE REQUIREMENTS
Q
a Z y 0
SEE
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
m0 sQ
SEE DETAILS.
32' FENESTRATION SHEETS
2-3
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2• TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 39'+36'+2 =74•, NOT7W AS PREVIOUSLY
FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
Q' m�
-�
PRODUCTS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE
APPROVAL
THE 73' DIMENSION (35-1/2-+35-12'+2'=73- . • .. , . .
-
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOit QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
VERTICAL I
CONCRETE HEADER AND SILL ARE 8• WIDE. IF THE MULLION CUII WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
-
MULLI
MULLION
-USINGTHE STANDARD CUP WITH.(6) P6'. ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
LENGTH SEE
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS- ,
D DETULE,
a OPENING SHEETS 2.3 SHEET3
FOR THE HORIZONTAL MULLIONS: ._..
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A2 X 4' X .250• MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
FOR
u
MULLION T
MULLION TYPE COULD BE CHOSEN.
- ; G" ': .,
OPENING 32'+72'+2' =108'. REFERENCING SHEET 25; THE COLUMN USING TRAPEZOIDNJTRIANGULAR LOADING MAYBE
PRODUCT REVISED
re ceMp,' with Gn Flerl�
1) THE MULLION LENGTH IS 38' AND THE HEIGHT IS
Building Code
USED. FROM TABLE 12A, SHEET 16, THE 2- X 4' X.250' MULLION (Q LENGTH a 42'. OPENING HEIGHT =120-) HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
Accepimm ua-*'011 s - 0,3
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPAGTYREQUIRED OF 521 LBS.
dIe 4.021
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHORQUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W
*pi;mU
WIDE. IFTNE MULLION CLIP WERETO BE CENTERED'WITHINTHE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CUPS WITH
/induct'
23
(4) 3H6• ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1• GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
111 I I I 1 /
ANCHOR CAPACITY OF 521 LBS.
�� U`y( LYNN
•'•CFI
3B•,HORI7 36•,HOPoz
4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE I2B FOR THE U-CUP SHOWS THE ANCHOR
��.•'��GEIOSF
AIULLLENGTH MULLLENGTH
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LSS. THE
C:• _
OPENING MOTH FOR VERTICAL MULL
ANCHOR TYPE IS A#12 STEEL SCREW.
NO.0705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
- �y yy--,',.
+1-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO CMU;
=.V A/l"1�) C[ I,: LY-
a IU:
HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
r%
%fi(� '•, S' ATE O •
+/-170.0 PSF FROM THE 36'
'•.,FCOTt10P.
THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
����+ •' V3�;:
OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION%QNnL
VERIFY THE DESIGN PRESSURE
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A. LYNN MIUI(L�, P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 68706
EXAMPLES OF RECTANGULAR LOADING:
I
I
I
I
I
t t I I PW I
Ill
Ml
I
I
1
I
_ I
I
.I
I
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
SILL OF WINDOWS NOT ANCHORED- - WITH INTERSECTING HORIZONTAL MULLIONS 1
I
I
I
I
I
1
1 �
LOADING OF HORIZONTAL MULL101
I'
I
EXAMPLES OF TRAPEZOIDALRRUWGULAR LOAD WG:
r--
m
/
ll
�I-
1
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION i
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I
1
PW
PW
.. I
• 1 - LOADING OF (2) HORIZONTAL MULLIONS
%.WVA�..��
'
HINGED
...•
)u '
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
I
I
I
�
a
=J
LOADING OF VERTICAL
MULLION
00
HINGED
DOOR
0
(D
y4y'��w G d
LOADING OF VERTICAL MULLION 7 W Z
LOADING OF HORIZONTAL MULLION (L
Z
NAiZ c .o
PW
C
01%
S
3
LU
It
z—
c
52
y
U
cc
O0
U
Q
O
a
�
$
O
Z� rn
rn
SHIDH�
€D-'
W
4�
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
f:RGOUCi' REVISED
NOTES:
1) DRAWINGS ARE
as complying with 9w Flaida
DuildingCode
RERESENTATIONS OF TYPICAL
Ac«ptanae No - p
PW CONFIGURATIONS.
imf' Date Zp
CONFIGURATIONS NOT SHOWN
B*�-,k
MAYBE EXTRAPOLATED FROM
M
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
�`.) LYWN
BE DETERMINED. USE
PW
,,,���
a��.•0 ' , • • ,!
'•.�
RECTANGULAR LOADING.
��CENSF
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.Z.
l6
I
78TmOF
k!:
S y
LOADING OF HORIZONTAL
I
MULLION
FL RE.# 56705