HomeMy WebLinkAboutNOA - ALUMINUM TUBE MULLIONSM !AM 1•DADE r mMI-DADS COUNTY
4 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.miarnidade.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 C
dated 06/19/17, signed and sealed by Anthony Lynn. Mill ,r, r E.:, bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number.,and. expiration date by the Miami -Dade
County Product Control Section.
LAB>FLI1o1Ge Each unit shall bear a permanent label.with 1he':manufacturePs name or logo, city, state;
model/series,'and following statement: "Miami -Dade County. kroduct Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a reneWaPaipplication has been filed and there has been,
no change in the applicable building code negatively affecting the performance of this product.
TERNMA' ION 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 NOA# 16-0218.03 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0630.01
Expiration D W261
Approval Date7
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Altuminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
I. 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 FBCJAS 203-94
6) Forced Entry Test, per FBC •2411.3.2.1, and TAS 202-94 .
along with marked -up drawings and installationdiagram of clipped aluminum
inullions, 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 05105111, signed
and sealed by Marlin D. Brinson, P.E.
'`'(Submitted tinder NOA No.10-0819.05)
C. CALCULATIONS
L- ` 'Anchor" verification calculations and structural- analysis, complying with FBC 5111,
Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer,.. dated::
08/29/17, signed and sealed by, Anthony Lynn Miller; P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-6t' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE[
MULLIONS
—OPENING WIDTH FORVERTICAL
MULL ARCHES TO BE
SEE DETAILS IHSC10E
RECTANGTANG ULAR
SHAPE
SHEETSA-0,GIt 2-4
SEE DETAILS
/
SHEETS 24
II III
L
/1111
sEHRU :GL3
1
HEET
SHEETS
/ SH6ET32-0
VERT.
OPENING
HEIGHT
MULL
FOR
LENGTH
HORROI4TAL
SEEDETAILE, MULL
FENESTRATION
PROCUCTSMAY
_ BEOFAWTYPE
/ III
MUST BE
MANUFACTURED
BY PGT.
HORIZONTAL
MULL
I
/SEE DETAILS
A-D G,H;
SHEETS 24
LENGTH
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES
OF MULL CONFIGURATIONS:
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE-FLOATING• AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4' PROM THE CLIP.
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE.LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S).
7) ANCHORt
EMBEDMENT TO BASE MATERIAL aiiI BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
i---OPEMNGWDTH--i I^HOR¢MULLLENM-1
"1 LB�GLLTH I— I I
F DPI
HEIGHT
OPENING MULL �' HFp LENGTH
T.
HEIGHT � LENGTTI MULL
LIII4 OPEwtI'_TH
SINGLEMULLION SINGLE MULLION FORVERnCAL
MULL
OPENING V/mTH
FORYERnCAL MULL
'1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE
CODES/STANDARDS USED:
•2017 FLORIDA BUILDING CODE C), BTH EDITION
•2014 FLORIDA BUILDING CODE BC), STH EDITION
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL ADM-2015,
•A)SI S100-12
•AISC 360-10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP1 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'TWANGULAR/TRAPEZOIDAL'.
GENERAL NOTES_....__._.1
IN.STRUCTIONS._._..._..__-1
ELEVATIONS ......... ------- 1
MULL TO 2X WOOD...__.._.__..._. 2
MULL TO 1X 8 MASONRY_...._. 2
INSTALLATION NOTES—— 2
MULTD MASONRY__..__...._. 3
MULLTO STEEL STUD—..—._. 3
MULL TO MULL_._...._._...._.._ 3
ALTERNATATE CLIPS_.._-- 4
SAY MULL INSTALLATION__ 4
1 X2 X.125 MULL SPECS---5
1 X 2 X.376 MULL SPECS ------ 6
1 X2.76 X.376 MULL SPECS..___7
1 X 276 X.66 MULL SPECS___.__8
1 X 3.125 X-WO MULL 8PECS-.__9
1 X4 X.126 MULL SPECS.____10
1 X 4 X.375 TUBE MULLSPECS.... 11
1 X 4 X.376 T MULLSPECS.__._11
125 X 3.188X 265 MULLSPECS_12
1.25 X 3.25 X.100 MULL SPECS.__ 13
125 X 325 X.824 MULL SPECS-_14
126 X 3.94 X.624 MUD. SPECS..._i6
2 X 4 X 2S MULL SPECS----._ 16
2 X B X 25 MULL SPECS-..--17
1.28X 2.11 X.126 MULL SPECS- 18
30• X 325 BAY MULL SPECS...._... 19
45• X 325 BAY MULL SPECS...__ 20
MULLION & CLIP DNEMIONS.._.. 21-23
EXAMPLES 1 & 7 __..._..--.-.24
LOADING EXAMPLES ------- —25
4) FIND THE CHOSEN MULLIONS MULLION CAPACITY MS/FT) FROM TABLES to THROUGH 16A ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY(LBSIFTr) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFI') FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY 1LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOWSUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY). SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION.CAPACRY (LBSfFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT°) FOR THE
OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACTY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT -TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBE[M- OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCTASSEMBLY,
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
as compICyFe with the Florida `
Building Cotl
NOA-No. 17-0630.01
Expiration Palo 05126/2021
.0 Og LYNIV-IN
• VICENSF •'• �(��
*, No. 58705
z
� I ATE.
i, S•• F<oRL.P,.• C
A L1fIGN MILNHIq E `
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHERTHE
STANDARD OR
OFFSET MULL
CLIP MAY BE
INSTALLED BY
THIS METHOD.
a2l�-23
EESHEETS
FOR HOLE
OCATIONS
EDGEDISTANCE
FOR WOO
FOR(WS VVO
260• MAXFOR
ALL MULLIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
A. C
e d
'd • d,
EXTERIOR 4
MASIXJRY
THE OFFSET CLIP IS ANCHOPS
RECOMMENDED FOR
FIN-FRANEO
WINDCWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES
MUL
LION a
BUCKS
PER ANCHOR
D PERSUBSTRATE. MENT SEE SEE TABLES10.43EHERS,OTE 1.
ET I. Q EN �0
Q H
EDGE uW J
CONCRETE OR CMU',''i� I DISTANCE.
SEE SEE TABLES I>:
EDGE DISTANCE 1B•13B y
n FOR MASONRY CY7
w ¢ o
AHCHoas SIDE VIEWIr
Do
O
co
-
•A a EITHFJTTHE CiZ . STANDARD OR = U zm
< OFFSET MULL Z '
'da CUPMAYBENSTALLED BY
W Q'
/ . THIS METHOD.
rn d Z �-
4.
i
TYP. ANCHOR .. TYP. ANCHOR
PERSUBSTRATE, -ER SUBSTRATE,
7YP. ANCHOR SEE TABLES IS-135
PER SUBSTRATE, SEE TABLES 1B•18B
I Lz
SEE TABLES 18-160 EDOEIEND H1ICICSTRIP
DISTANCE AND
SEE TABLES „ .. ATTACHMENT
BUCKSMP 1B•738 , _ BY OTHERS.
EMBEDMENT SEE NOTE I,
AND •..i ^.
ATTACHMENT .�.e SHEET I.
.�R. BY OTHERS.
SEE NOTE 1,
.:e.. SHEET I. _
• 'MN2.7 KBI CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. -
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. -
5) FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMF•DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
N
0
PRODUCT REVISED
2S complying with tiLe Florida
Building Code
NOA-No. 17-0630.01
Expiration Gate 05/25/2021
1 i11111 MITT
LY i,
`�� doe?,•.......
* NO.58705
ZOMOP
�O •� sfATe d���
IE�G`.
A. LYAINi MILER, P.E.
FL P.E.# 58705
DETAIL E:
MULLION TO
ON DETAILC: INTERSECTION RSECTONNOTES: _
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE MILLIDH (U�LIP) 1)MAY BEINSTALLED IN-TEE'OR'CROSS'
(STANDARD CUP SHOWN) INTERSECTIONS. C�
V gY
2) MAY BE INSTALLED HORIZONTALLY
1 (SHOWN) OR VERTICALLY.
I TYP. ANCHOR N
I7fHEi3 THE I EA SUBSTRATE, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 g S U
STANDARD i I SEE TABLES IS433 TOP VIEW FOR CORRESPONDING MULUON. � (0
OFFSET MULL
I'-PMANSTA0 E I I I EDGEDISTANCE MUWON N Q Lu
THIS L4TNOD 1 1 f FOR MASONRY VARIE9-4-----i IIIJ
I
I ANCHORS - ®12 STEk1 SCREWS, �
II^1 ° SELFDRIWNG OR PRE-0rRLL rL _
```MlLLION AND USE SM3 W O 1—
/\\
K In m M fn
W
ff d \ MULLION f z O
n< a O
a ci
EXTERIOR .� = F o m
EDGE DISTANCE ^ ,: ° ° REECCOM�PNA® FOUR ? Z U z eU
FORMASC,1W �. FPFFRNLED LINfERSECTION pp
ANCHORS _ WINDOWS, BUT MAY ULI.B' � J F a z
ALSO BE USED FOR
ALSO
BE USED
EXTERIOR \ W Q U) r er-•
TYP. ANCHOR i d z Z Q N
PER SUBSTRATE, d. Q Q O z (p
SEE 7ABI.ESIB-13B SEE SHEETS 21-23 FOR a ~ HB
TYP. ANCHOR OgO
HOLE LOCATIONS r Qv�i
PERSUBSTRATE, . 3 (n J
BUCHSTRIP SEE TABLES to-130 Epp W
FRONT VIEW —
AND F tY Y `1
ATTACHMENT DISTANCE 0 F- (n U)
SEE TAB ES
EMBEDIAEfNi SEEONOTTEE t. .. 78.138 Q LL++z z
I - - - SHEET 1. .. .. .. - ! EDGE -
m
I' �asrance a.
SIDE VIEW $ m�
_ SEE TABLES
CONCRETE CR CMU •CONCRETE OR CMU 18-13B �
MIN a IG9 r MwzT H31
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as complying with the Florida
STEEL STUD Building C o
(STANDARD CLIP SHOWN) NCA-No. 17-0630.01
STRUCTURE Ezpimtion Pet• 05/26/2021
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c= TYP. ANCHOR A PER SUBSTRSTR
ATE, ® MIBm a Product Control
` �SE97ABLESIB-13B
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION She SHEETS
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE 21-M FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE HOLE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHE STANDARD OR OFFSET CLIP MAY BE USED. LoranorLs
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULLION
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MLAMI•DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED _ EDGE
����`t ` Y �y
F1000LTRACONORELC01l4'SS.AGGREGATOR MASONRY ANCHORS. FORSTEELSTUDSTHINNFRTHAN �TAB� .�O......N!V•,Lv/'//i
FRONT VIEW ie GAAND COMPLIANT WLRI THE FL BUILDING 18-138 .' �}CENSF'•;�{�
.. CODE. A 2X WOOD SACKER MUST USED. `
ATTACHMENT BY OTHERS. �•• '��P i
EXTERIOR USE WOOD ANC14OR SPECS SIDEVIEW. = ND•58705 —_
NOTES: * _
1jF0)t 2X WOO¢BACKED STEEL.STUDS, WOOD A' '�••��
AYCHOR�VALUESMAY BE USED. STATE F (!/`
2) SEE CORRESPONDING MULLION TABLES, �/i SV1,6,,,�N
SHEETS 5-20, FOR QUANTITY OF SCREWS.7Y'1
FL P. 58705
DETAIL R
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
X SEEDA-0,
SHEETS 2 S2ANAND 3 FOR INSTALLATION
70 SPECIflC SUBSTRATES.
4TO O
O O
SIDE VIEW
SHOVM WITH I'X YX,126'• I
MULLION
I
STANDARD MULLION CLIP
b
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
0 O O
TOP VIEW
•TYP.ANCHOR ...
PER SUBSTRA7e,
SEETABLES ID-14D
I
INSIDE OF MULL
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CUP)
AY MULL
BAY /-M
I
I
I
I
TYP. ANCHOR
I �PER SUBSTRATE,
SEETABLES 16B OR ISB
I
EXTERIOR
I
2' ANGLE
'` —2 PERER MULLIONN END.
D. MUST BE
PRODUCT REVISED
_TYP. ANCHOR as complying with the Florida
PER SUBSTRATE, 6uWing Code
SEETABLES IB-130 NOA-No. 17-0630.01
INTO WOOD.
STEEL.Awm Expiration Data 5/26/2021
INTO WOOD, STEEL STANDARD CLIPTOBE EXTERIOR OR MASONRY EXTERIOR B "
ALUM, CMU OR MASONRY MODIFIED IN-FIB-D. ` y
\y Mlnml-D Product�Co rant
EXTERIOR - ., WcJF
OWC` `
IP
INTO WOOD, STEEL. ALUM. CMu ORMASONRY O
EDGE
DISTANCE tj
PER ?
EDGE �`_ _ _� AN a d3 W
DISTANCE NOTES FOR INSTALLATION OPTION G 8 H: �ACpW LY11JN
PERANCHOR O -
G 1) USE ANGLE CLIPS. PIE MULLJON END. CLIPS MUST BE INSERTED INSIDE OF MULLION. z Q=�'.. yLSF •/l��
NOTES FOR INSTALLATION OPTIONS R - '
2) DETAIL G: SEE TABLES 10-1413 FOR ANCHOR QUANTTIES AND SHEETS 21-23 FOR HOLE _TIT N0. 58705
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 VX.125' MULLION. LOCATIONS, .• -
2 SEE TABLES 1 -138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3 DETAIL H_ SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE R
/� Q:
3)THE2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ® �,i •.• AYE I .•�/�I^
'�F�1''.FCORIOP,.%GNC���
} S6N
70NAL ���•
a A. Uk4N IFAI! LW'
O FL F'.E-# 58705
1 HDLC 1Ii
Mul9on Capacity Table bsilt
Opening Width (brl edmlysp n-illpmLfficnE)
or Opening Helght(forh0d=rAa*&PaMk9
ffgAcm)
1201n
SON
601,
70h
!oh
so in
10ain I
1401.
160h
1 X 2 X.125
Racta01W
L9ad n9
TMPIMIM
Lcrdnp
RwwmUlsr
1-cadte
Tm m-m
U dne
Raotat>pdar
Lo9dne
TmpITH*r&
Lmdn9
Rdotat8u.
Lo.dnp
1FTMbr .
L-ft
R-t.War
Lnodn9
T7a,JTdenp.
Lo & a
Ponta qft
I.-Inp
7mpRllus.
Losdnp
RAcww.
Loedn9
71apfmw.
Lsadttg
R PnWor
Lmdin9
nwTe-9.
Luadtyl+9�
�Ww
Loedtr9
h'Nmd'&
Lmdnp
Mullion
.
ill,
1
y
iB
0�
■
42In
111.9
40a
129.5
372
93.2
408
1115.6
WS
1 79.9
406
107.8
321
69.9
US
1OC4
319
621,
408
104.0
-319
55.9
40.9
104.0
319
46.6
408
104.0
319
39.9
408
1104.01
319
1 369
408
104.0
319
48N
74.8
312
E18
258
824
312
73.4
252
515
212
07.0
248
46-8
312
8 2
248
41.a
312�
81.3
244,
37.6
312
01.0
24
312
312
61.11
244
23.8
312
81.0
244
Z1A
312
B1.0
244
53.82Sh
m9
201
708
234
532
201
615
=B
45.6
281
55.7
.224
3a9
281
52.1
227
36.5
281
W1
Zan
31.9
281
IM3
210
red
21n
40.3
219
225
281
49.1
218
20.0
2E7
443
219
6
641n
am
247
575
201
-1
247
49.8
202
37.6
247
44.8
199
329
247
415
198
252
247
38A
194
26.3
247
364
193
219
247
3a1
790
18.E
217
38.1
193
1EA
247
3e1
fEl
c
60 h
38A
200
412
170
320
200
38A
468
27.4
200
31.5
163
24.0
2M
2E.9
160
21.3
20O
27.1
159
192
200
219
167
We
200
2i0
158
J
61 In
33.1
151
35.3
156
27.5
181
30.3
152
23.7
181
29.9
140
20.7
181
24!
146
18A
161
22.8
144
168
1E1
11.7
143
f
65 in
28.E
165
30.6
142
24.0
155
26.1
139
20.E
10!
2J.1
13fi
18.0
16,9
21.0
134
'
72h
222
139
23.3
120
la.5
09
195
110
15.8
1 139
17.5
118
76h
189
125
1 1%'r
108
1i7
125
Me
107
781.
11,5
tta
1tL2
104
IHDLC TD
Ane
her Capacity Table
Subeb=
2.7k C-td
3.5k Can.
H.1- Cmu
I F14e1 CMU
PT Wood
S78'E7co
114"SS Ebo
8110"t9.
114'39 Ecn
11101AW
$128tMmAnchor
Gilp Patt6ms
NnlaTyP%
9118'Elco Ultacm
w'Bea 1118ecm
tltrxan
3118'F3co Utracon
1M'ElcoUlmomAppmGaGx
Utacon
AcQMGdhr
6omr05)
Sr (GO)5)EdpeDsto-(n
1'
zvlr
1'
2-12'
9-US'
1'
&1!i
1'
212'
2'
3.tB•
7
a48'
O.St•EM.hent
hk
1Vr
- I- 4'
1S14'
1,V4'
7
vur
1414-
1.11r
Mir
1-
1-114'
2'
t3/a'
13Wkt.
60129td
O.0 / 8t81Mad
m Oteal DIp (Fld t):
3901be
390 M
45D 0n
a9a Iba
7 Dr
270 b.
290IEa
354 M
740 ha
374lba
W41b9
1N8Iba
341 Da4Anchom@1.15'Ulm
O.D/ Shmlad(WOEseO
CUP VW. 2k
480 Un
7000n
WA
WA
WA
NIA
3801ba
WA
NIA
WA
WA
WA
682 Ea
88510eMlm
O.C! (2)2a5AnplaDips 1Fi9.3k
Mu
T80 Ea
880 Um
1560@c
1890ha
5402.
560ICs
WA
760 hs
748 Ua
a801tn
1892the2KW
®OAS"Min. O.0 /Il{210. ht4.12S Ahm. (Fe. 4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N!A1
Abal F4Xp (R0. 5k
185®s
185 ha
225 bs
I45 hs
822 aq
1351M
NO ICa
177 ma
STO Oa
187 lb.
33210r
4731be
170 h¢
221 mse
2A1o1nm@1.15'MIm0.C/F-CIl n.0
240 Ea
35D Ora
WA
WA_..__
WA
WA.
_-_190®s_
WA
WA
WA
WA
WA
3114ts
442 ®e
58D Ws
FIGURE I:
- FIGURE2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4:
FIGURES:
FIGURES:
(OPe,)X ( ANCHOR CAP.,„,,o,)_ANCHORCAP.®
MULLION CAP.,m,
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:,' .
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
1.000- r
2) LINEAR INTERPOLATION-*pETWE.3d MOLL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWWARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000°
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. -L
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROULFILLED
.125'
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-.90. WOOD SHALL BE PRESSURE -TREATED
r
YELLOW SOUTHERN PINE WITH AN SG OF 0.65..ALUMINUM SHALL BE 6053-TS AND BE A MINIMUM OF .125
1
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (16 GAUGE), STRUCTURAL STEELTO BE AT
1'X2'X.125'MULUON
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT.LEAST 3-SCREW THREADS BEYOND
THE MATERIAL. 910  ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S: OR410 S.S.
i Q C e-
a 7q N8 ��a1
CO - o
R W Xof
N Ya:
® CN fq I
X
u¢ r z O i
ILmtn I
o ..5
�� �.
PRODUCT REVISED
ae oomptying with the Florida
Building Code
NOA-No. 17-0630.01
F_1cpTtatbn Dot.0512612021
By
Mlaml-0 Product l:ontro
\`\3`ONY LYNN�i
* • No. 58705
6 ;:'�
STATE F (V
"11, 01VAL S \ "
A. L WIM1011En, P.E.
FL REX 58705
I Pb=LA
Mullion Capacity Table Oba .
Opening Width (tor Yard ra➢yspimdng
rnllhian6) orOpening Height (tor hDrimnfa"pan ing m116ore)
so in
eD In
To in
BO In
90In
1DO it
120 kr
7401n
1601n
1 x2 x.375
Rmt.WWW
toadiry
Taprrdap.
IDedk47
ReMWV*l
Lc drq
TI TnW9.
Lmdry
Reot4np.2ar
lerdhu
TnpR6e49.
L.wdio
Ree-OW.
L4adhlp
Teprrrwq
Lomfirg
ReMngWv.
14a61M
TI9NT69Wu.
IwdW
P__twvUw
Lwdro-
TapRdenD.
L-ft
Re -O&,
Uo.rn
TeprT6ap.
lnealra
Rw WMWer
Lwffing
T pTdarp.
L.Who
Redt -4.unr
LOadlru
Trep/Tdena
w"M
Mulliooe
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a�
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dd
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fg
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a
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a
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d
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a
i
bra
8
s
sx8�•a
ad
�x�
'p5�
2
�
xE¢�tar
8
3
12
8dF
42 in
170.0
OM
170.0
435
151.3
02
170D
47a
129.7
112
17a0
608
1136
SM
168.E
518
IM9
an
16"
517
Wk
am
1®.3
617
757
sw
188.8
517
"869
BQ
18aB
617
66.7
882
16a8
517
481n
1219
507
13a0
419
101A
607
1193
HO
118.9
6W
111a7r43
7a0
9J7
1028
3B9
eze
607
&R.erMl
668
5W
99.0
3D8-
60.7
607
99.0
398
434
507
89.0
390
3a0
SW
98.0
386
60.626M
103.7
456
1166
378
814
40
99.9
371
74.1
458
D0.6
648
456
848
360
51.6
466
'81,3
5%4
466
600
3sd
432
45B
80.0
'356
VA
4W
80.0
SM
324
468
WA
356
54h
851
400
917
236
77.2
400
90.9
32B
81.0
400
72.7
Si.4
400
873
318
47.5
400
64.0
QT
400
Q.J
314
318
401D
61.8
31J
30.5'
400
et8
31.1
2&7
400
B1.B
31J
Wh
sa3
324
IA9
278
51.9
324
67.5
T70
44,6
324
51.2
A9
=4
459
260
34.6
324
4:L9
JL1
324Q0
256
MO
324
40.5
MT
771
324
40.5
2Si
19.5
324
40.5
253
C
63h
538
29/
67.4
252
44.8
294
492t21.9
291
47.8
AB
794
J98
237
29.0
294
37.1
259
294
332
=
r14
2-e493.5
230
1l12'
299
A4
tab
2B4
A4
230
BBh
4aB
i60
49.6
T30
3L0
268
Q4
2M
37.5
29.2
2W
34.1
218
28.0
2a8
31.6
236
26a
29.8
212
1R6
269
2a0
21O
157
268
27.7
109
146
268
27.7
?a9
72.b
3a0
2ZS
37,9
196
30.0
226
322
225
254
1B6
275
225
258
166
20.0
?25
236
182
1aD
225
221
180
15.0
225
20.3
177
12.9
225
1a8
178
11.3
225
19.6
179
?eh
30.8
202
-020
177
215
2D2
27.2
i02i
0.9
TM
19.2
2M
21.5
107
17.0
202
19,7
165
153
202
1a4
7W
128
202
18.7
160
109
2W
15B
158
as
202
158
158
7a In
28.3
192
23238251
11p
22a
182
17.T
192
1ST
159
157
182
tat
157
M2
t!II
1B6
15S
1142
152
152
747192
14.4
15D
3B
1�
14A
16U!b
h166
144
130
129
154
144
1a1
881n
152
127
156
113
I AL3LC LO
AnehorCa
ae
Tahla bs
SIOaVaWe:
27k Canm[e
3.5k Cone.
1411kw G1U
FBkd CMU
PT Wood
Mefei
L78•Em
- - -1
511e'E,*
114. 85 EI.
0106DrJ
N2 Sled
n126t d
ARCIIof Clip PaIL9nte AWetmT,l
3/16`E.Utao5n
1/a'Elee ltDeoon
I n
W16'Ekn tltrmon
1WEI.D lll0enon
Aw.Gd8
fxW-
Aoir GeW
Sonw FA
Saee(GS)
8-(GS)
Edge W 6nj
P
2AW
A-
2-12•
}N6•
1•
2-irY
1•
2-12'
r
3-1le'
r
0.48'
O.W
0.324•
Fa6eenent (h
I- Wa•
td/4'
UT4•
iJ14'
r
1.1Wa•
1-L4•
1.11a•
1-1/4•
1-1/4•
1-1/4•
r
1.7/6•
1-Jl6'
eedas
2 Arcn01a 6 4.75• Min O.C. / Stud a Olhet OUP (Ftg- 13
390 V.
290 IN
a50 be
ta0 �
1644 be
NO Ore
2800.
3541ba
740 ft
374 IN
5040.
90 0n
341 1b.
442 tea
560 be
4 A O.. ® 1.15' MIn. 0.G 181midard fa U OIP IFb. 2):
4BO Om
7W P.
WA
WA
WA
WA
380 e>a
WA
NIA
WA
WA
WA
682lb
WSW
11201oa
4 AncOom O.C. / RI 245 Arab CJipa! (Fii- 3k
780IDa
7B0 ma
880 Es
156D ee
1896 Dm
540 Br
Ste By
NIA
76p be
7481he
OU la
IN2 @d
6821he
WS Ih1
IMP.
2 Mehae ®0.45` Mh D.0 I ll{21p, hb .17S AWm IFOT 4i
WA
WA
WA
WA
WA
WA
WA
• WA
NU
WA
WA
WA
WA
WA
T151De
1 Arxhm/ FQp (R9. 4
195 Iha
1951t ,
225 by
445 b
622 b4
t351s
� 140 b
.. 1771oe
r 370 R.
1S7ID3
332 M
4T3 0s
170 ma
T71 Ifa
2W Iba
2 A-hae 0 /.1S Mkt O.CJ F-0IP (Fig. B):
240 IDe
350 Me
WA
WA
WA
WA
1B0Im
WA
NIA
WA
WA
WA
MI Ies
M21oe
38016s
ANGHUR GAPAU11T AUJW I MCN L MiUt4WIU
(D m) X (,ANCHOR CAP.,,ma,\ _ ANCHORCAP.-
ULLION CAP.�enee
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 CCI FCTID
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, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD P.
FIGURE 1:
FIGURE 2:
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 VYIDTNS IS ALLOWABLE'
FIGURE3:
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. _
ANGLE CUP MUST
BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS: HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM-C-90. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4:
FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE6063-T5 AND BE A MINIMUM OF.125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04S' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST 125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND
THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18S S.S. OR 410 S.S.
Orr
9
C
PRODUCT REVISED
as comp ryln with the Florida
Building dodo
NOA-No. 17-0630.01
Expiration Date 05/2612021
,............ Mi
* .I No. 58705
0i ftA;TE
F �' .��`
"'!sS70NALE�`.
IL �•MI Z, P.E.
FL P.E.# 58705
TABLE 3A
- Mulgon Capacky Table (lbsAtl
Opening vam (for Ler8O6Ay-sparring
rnupicra) or Opening Helght(for hof n*k*-eparr'1r1g mallorre)
50 In
so In
701n
BON
90 in
loom
120in
1401.
Iwin
71t 275i
Red9^pda
Lnednp
TrapfTdeq.
Lw4ns
Re�nply
L 1d.
T^NT0w0.
ioaanp
R
Uadn9
TrgMwg-
Load
R-.11=er
L®dne
7t0PrtH.'>nA•
Laodfng
R "ONv
laaSrB
7Mp701 1
L.^edrp
Imcmr43dv
L0ndn9
TrepRdv,p.
L®dhg
Re418nl9dar
LoadYrp
TDnMM6r09•
Load-O
Reetmyuter
1. dd'n9
Tmpllttenp•
LOadnp
Ibctanpeu
L9edrm
7teprt8alA.
fm6ng
.376 Alum
Tube
MutRanb_
6$
A
6
4
324'
2
¢
6
f
$
€5
s
�•
arc
6
f�.
't) a
Pp ��r
Z8
ccdii
.��
s�.
fie
d¢
-
1
s
V v
42In
170.0
an
170.0
435
170.0
744
170.0
476
170.0
DB8
170.0
Soo
170.0
SM
1710
519
170.0
11 is
1700
621'
170.0
1240
1740
627
118.7
"Di
1704
&H
727.E
1301
170.0
Wt
111.5
1301
1700
621
48in
170.0
708
179.0
524
170.0
No
170.0
5B4
170.0
992
170.0
630
110.0
1133
170.0
ml
151.8
JIM
t70.0
617
1335
1t79
E
OW
113,9
1139
170.0
680
97A
1139
170.0
OW
85A
1139
170.0
6W
5o'M5N
170.0
747
170.0
563
170.0
8N
17LO
631
157.E
Ian
170.0
684
146.8
f032
170.0
723
130.5
I=
170.0
747
117.4
I=
INA
7W
97.9
1032
170.0
759
83.9
1C32
170.0
758
73.4
1032
1700
758
64M
170M
78!
170A
612
161.3
907
170.0
591
1J52
9W
164.7
7J0
120.9
907
1526
120
107.3
e(f7
145.0
794
De.6
907
14L1
710
80.8
807
140.0
708
6&1
.0.1
140.0
709
60.5
W7
140.0
709
60N
t41.1
T35
151.E
625
117A
T35
130.3
611
.1002
73S
116.0
598
802
Tay
tW2
597
7t1.4
73S
99.5
50.1
70.$
736-
95.1
578
58.8
735
91:0
571
50A
7J5
91.0
074
44.1
736
91A
574
63In
121.9
66s
I.
570
101.6
SM
111.5
W7
81.0
668
W9
547
762
GM
90.1
336
67.7
WS
53.9
631
sea
WS
79.8'
SM
50.0
6W
75.8
821
43.5
SM
78.6
aV
38.1
666
7515
M1
c661n
106.0
W7
112.4
%2
0&3
697
0&1
511
75.7
607
05.0
501
602
GUY
17.1
493
55S
W7
71.5
466
57,0
607
67.6
431
442
607
03A
47a
379
fi07
627
474
33.1
W
6t7
474
72 In
et.6
510
ma
443
80.0
510
73.0
43/
58]
10
64.3
476
S1A
510
57A
41B
46A
910
33.3
41J
40A
S10
50.0
4�
J7.0
6f0
45.9
402
292
510
44.4
W9
25.5,
610
44.3
399
76 N
69A
458
7.6
456
01.7
392
19.6
i68
B4.1
385
43.4
458
48A
378
38A
I50
44.6
373
34.7
419
41.6
wa
28.0
453
37.7
3B2
21.8
458
$6.0
359
21.7
458
35.7
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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 MNIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS -THE STANDARD CLIP.: , CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1:
FIGURE 21
• :
TABLE NOTES:'
1}SEE SHEET 1 FCR�INSTRUCTiONSrON USSVG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
' SEE SHEETS 2.4 FOR GENERAL IN^uTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEtI. MULL LENGTHS A14D1OR OPENING W IDTH. SiS ALLOWABLE
FIGURE 3:
•
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'
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMEISIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ,
2.760°
FIGURE 4:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURES FIGURES
•
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-TREATEE-0D-375"
YELLOW SOLITHERW INE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-TS AND BE A MINIMUM OF.125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.I25'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
T
1•X 2.WX.375* MULLION
®
THE MATERIAL 910 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&8 S.S. OR 410 S.S.
.
PRODUCT REVISED
a3 comptylny with the Florida
Building Code
NOr�No. 77-0630.01
F.14piratlon Date 05/26/2021
By
Mi2ml�a.4roduct Control
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(DR-) X /ANCHORLLION ANCHORCAP.e
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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
MUWON. R WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACL7YTABLE
NOTE FOR THE OFFSET CLIF, U6= I ME JAM= ANl UK 9,� CIRCLED VALUES ARE USED IN THE EXAMI-Lk- UN bHett L4.
FIGURE 1: FIGURE 2: TABLE NOTES: - - I..�
01 ® 1) SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE T. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2750'
HOLES
IRESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. - 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED �0.
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126-
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
.- �� • LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75'X.650' MULLION
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S.
to
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NOA-No. 17-0630.01
Expiration Data 05/26/2021
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W.0
721
50.0
564
U.1
7M
W-1
50'!
7a 1n
10I9
W4
10SA
50
K2
EN
89.4
W7
722
ON
744
578
611
B8l
70A
367
58.1
8a4
64.4
SM
50.5
914
59,9
5L1
541
30.1
684
51.3
SW
31.5
684
50.6
W4
WN
659
514
67.9
456
5C8
114
57.3
44e
47.0
514
50.0
440
41.1
514
44.0
433
36.E
514
40.5
477
329
614
37.3
33.0
412
23.5
514
30.4
406
20A
814
29.0
4M
O5 in
642
I52
35.7
4M
452
�470
am
38.7
44
40.9
NO
33LO
452
36A
384
20.1
452
326
376
27.1
K2
302
f
23.0
365
19A
4U
242
359
162
452
22.8
355
108In
341
357
38.9
322
31.7
jW
32.7
317272
W
26A
312
21e
057
252
208
21.1
357
22T
3W
19.0
Y7
20.8
1&0
283
116
357
16.2
287
119
337
15.0
203
111 N
35.1
338308
�2338
3J.1
192
t9.5
338
aU
198
17.6
31a
19.0
t45
T78
72S
3M
149
273
11.0
33a
139
2W120In
27.7
T8B
?02
281
211
2®
71.)
259
199
2a9
205
258
1T.3
269
141
252
114,
289
16.3
249
119
2111
14.0
178
1 240
1 OA
2B9
11A
230
47
299
10A
7!2
AnchorCapacity
Table 9
Sumtrdte
274 Caeltle
151c Cmc. I
LIM-cmu
FIX00dU
Prwma
Nets
Anchor Clip Paliem9
Neff
ane Beo Llnrs0l
UP ElmUtmron
0/18'Bco
Umecon
3+16'FJro UM11am
- -
v4•EkouO/azon
ti4'S9 Eta
AggreCa 1u
Si1B Eko
Ultr=
UO SS Eko
A e`
gg2G6
.6103ed
SC ((>
-2S%W
Sera+ (G�
012SUd
Suer L06)
Edmmsta pnf
1'
2-t/r
1•
2-1fr
34f9'
1'
2.1/2*
1'
1 2-vr
r
5-1/e•
r
0.4W
aw
0.324-
Emlrmlue n
13/4•
1-814'
13w
13/4'
r
1-1/4•
1-V4'
t•tf4'
1-u4'
1-1If
1-U4•
- r
- I-w
13I6•.
vaees
2Anthua®/.75'wrt 44/SUmatlr cad Up 01g 17
4 Ambm Q I.WMin. O.G/3wrKWO(r Met) CO 92
4Amh a 03• MIR 4C. f (2) W AML C1pe1099 3j
] AmhDm Q O.IS MN. 0.4/u4Sp,4111.257A'lart lT'I94j
390 bs
4130 be
7®ffi
NIA
390ffi
700ffi
7� ffi
WA
4100s
NSA
EeO lbe
WA
BB0 tee
IVA
1ST ffi
WA
16441De
WA
1B981D!
IUA
90ffi
NA
640169
WA
lea the
Seat.
660 ms
WA
151ffi
NIA
NIA
WA
WOMB
WA
7801ta
IUA'
374ffi
WA
748 ffi
WA
684ffi
WA
am ffi
WA
94BIa4
WA
16923.
NA
3011M
612015
682109
WA
4621m
Bt15ffi
am me1181
WA
NSD lot
11209.
ffi
10731.
rFC8p 01957
1B59rs
1{/5109
27bffi
44311g
822ffi
195f0!
140ffi
•177 ros'
'370:5B
'te7 ms
332118
`• 4T3ffi
1TDIDs
211ffi
280I04
2Aneinn ®1.7r Met O.Cl FC9p (Fig 67
240815
350ffi
IUA
WA
t7/A
IUA
190ffi
NA
WA
NA
WA
WA
Ul lb-
442ffi
SID Ifa
NNUMU14 6A AU IT Aw V a i mnN l rurtwuw:
(L ) X / ANCHOR CAP.,,o,,,,,\ _ANCHOR CAP.,,e
MUWON CAP.,m::
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
PRODUCT REVISED
as Building comp Inyy %Mwith 'he FIo11tla
NOA-No. 17-0630.01
Enpballon Date 0612612021
NO TC 1-UR I Mt UI•I•at I U Ir, Uac lnc arwlc w'Ia.nVecmeec+.,.rv..rv.....�,...•����:.+.��..-••.._.•.
FIGURE 1: FIGURE 2•
®
•.-•..
TABLE NOTES: '
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES 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 15 ALLOWABLE. 3125•
.�`apNY LYItlNI
FIGURE 3:
3) MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
VCENS ye
• • •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
Q: •_((tom
•
•
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
NO. 58705
ANGLE CUP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '50(r
TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
••'-•����
FIGURE 4:
•
FIGURES:
FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-TS AND BEA MINIMUM OF.126•
1'X 3.125'X.5•MULUON
THICK: STEEL STUDS TD BEP:5.41NfMLM GRADE33 AND .045'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
' (1'VF MULLION)
LE'AST .125--THiCK MIU A36. •NLL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND
1T ,•'
10 TE '• `
�T•-.
(� -•• ORLOP-• =• _�
i� St G\ ��
s
THE MATERIAL. #10 & #12 ARrHOP.S.1NTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
7
A LYNNNIII& F� P.E.
' _ ..
FL P.E.# 58705
MulOon Capacity Table (Lbsflt)
Opening Width (torM918cu*spaMgq mld1m) Or Opening Height (tor todmnMly-sp9flrtrg mldlons)
50n
wh
70 in
6o In
'•Win .. -
log in
Us
140 Lh
160 hi
1x4x.125
FttaiW&
UD Ana
heW ilaq.
Iwdn9
Pecum&r
Lsadn
Trap?dan9
Imdnp
Radan@!ar
Iwdn
T-Preiary.
Lmdr9
F-t W.
L-,bv
..T OTdme
Lmdng,-"'•Laadrlg
RWtm9>fer
TmWlra .'
, Lmdn_.'..
P-larl911ar
Lcmdne
7uWR14114
Lwdn9
Rafalp3W
Loadn9
11-011darp.
Inadrg
Racb wW
Loadr19
TroW9fmog.
Laming
Rraiarelm
Lcadm
Tr*rM n9.
Lcadn9
Almullion
�Y
b�1
y
p
ha
a�
yy
.iTLfif
IL
a��
8
8
hY'
42M
170.0
SWM
170,0
436
170.0
744
17o.0
47a
17AC
8w
170.0
506
170.0
992
170.0
619
470.o
1116
170.0
621
IMA
1240
170.0
W
170.0
1486
170.0
521
145.0
1489
170.0
Sm
127.E
1459
170.6
521
481n
170.0
708
1".0
624
170.D
850
170.0
581
170.0
992
170.0
630
170.0
1133
170.0
651
tt0A
12TS
17MG
6R
155.3
1303
17D.0
680
1303
1303
170.0
6w
111.7
1303
170.0
am
97.T
13M
170.0
No
50.625E
170.0
747
170.0
663
170A
W6
170.0
w1
170.0
1046
170.0
654
170.0
1195
170.0
723
15&1
1235
I70.o
747
GAMS
1235
170.0
758 -
117.E
1235
470-0
756
1WA
1235
170.0
758
87.8
1236
17MO
7w
641.
170.0
797
170.0
612r13
956
17to
w1
170.0
1116
110.0
754
154,4
Jim
1'70.O
BW
1372
1150
170.0
837
123.8
1153
170.0
856
I=
1158
Me
861
8&2
115a
170.0
SM
772
1156
170.0
w1
rAm
170.0
585
170,0
101
1042rUl-
-W
142.9
1042
161.1
SM
125,1
1042
146.7
615
1112
1042
136.8
801
110.0
ID42
1302
791
814
1TA2
125.1
782
715
IOU
12ti
7a2
625
10H
125.1
792
83 E
170,0
930
170.0
745
M
818
129A
OR
144A
799
113.4
992
131.0
782
100.8
992
121.4
7w
W.7
992
114A
756
Me
902
USA
745
04.8
992
108.0
744
56.7
891
Jose
744
jS
wn
i65A
947
170,0
789
647
7w
1141
IN7
1J03
7W
103.4
947
117.7
75i
Bf9
947
109.7
738
827
847
1022
727
64B
947
85.1
713
5&1
947
84.0
7H
51.7
847
94A
7f1
C
72 h
1368
849
1-
737
849
771
97.0
849
10&9
708
84.8
ate
98A
6-°8
755
a49
86.7
686
67.9
849.
1r27
676
56.8
849'
75.3
w9
48.6
849
72S
652
12A
Us
724
651
76n
118.5
T62
120.7
666
eas
762652
826
762
W.0
640
7u
762
60.9
no
842
7B2
7{2
620
57.8w2
613
4s1
762
r„Z.B
602
41.3
762
8&B
597
341
7@
w.4
599f
7an
10&9
724
111A
634
724WI
7&s
724
02.9
FAB
w.8
724
74A
W9
59.4
724
847
591
S1A
721
a34
583
N.5
724
d73
57D
982
'R4
54.3
667
33.4
774
A.5
565
W E
69a
643
71.6
433
640
543
474
40.7
a43
S29
465
43.5
543
47.1
4w
38.6
60
42.6
462
34.6
543
325
446
Me
643
34.9
436
24.8
543
321
430
21.7
543
30.7
42b
961.
9.3
478
wA
427
47A
47a
4t9
40.9
473
432
412
35.6
47B
38.5
406
31A
478
34.6
400
247
47S
320
395
23.9
478
28.1
368
216
Q8
25A
380
17.2
478
242
375
to8N
40.S
377
41.1
341
33.5
377
335
28.8
377
30A
370
252
377
26.6
325
224
3"
24.0
321
20.1
377
220
317
i&a
377
19.0
110
NA
377
17.1
304
111E
37.1
397
J7A
39
30.9
357
116
26.8
357
27,8
313
23.2
357
24.4
309
20.5
367
72.0
305
10.5
357
M7
301
f6.{
357
17.4
284
120n
293
SOB
29.8
279
247
30B
274
21.0
3W
21.7
210
its
306
192
287
16.3
305
173
2A3
'
17.0
212
f12
196
Anchor
CaDacitiv
Table _
bstmte:
ZA (aroraea
3.Sk C-
1 - F.11- CMU
FAW CMLI
I FT VJW
WWI
Anchor COp Patterns
A"�I°fry98
L70FJ00 Ultrdcm
1I4'FJcbUitracm
916, Bco
UlOaan
3/16°EkO t➢traem
- "'
W'Eb0l9ba4d1
1i4'fi& i:e
5118'Be0
Uffiaocn
1W'88, V.
-A'119reCidN
MO afetl
SOiaw(OS)
47281e1
a-F5)
11281etl
So (65)
Edge D.10O (W
1'
2-7rP
1•
2-11r
3-1/8'
1'
2.1)r
.1•
.24rI
r
3.1t8•
1 2-
0.48'
o74'
0.324'
EmbednenI M7
114'
114'
1314'
114'
r
.1-1/P-.
._mw
I-IAr
- 1-f/4'.
1414'
1-114,
r
116•
taw
gad.
2Anchao 0 4.7Y Mlv O.C. I6trNard
a OIdG1 GIP IFlO 162k
3W ns
390Im
m Ibs
ago The
16148n
270 ®a
7601 W
ass Dd
401ba .
3741n
6641bs
8461be
341 ea
M21bs
6601ba
4 Amhas0225'MIn. 0.C./Surdad(ar010e1) CAP 0a93):
7W 0m
70D Un
bs
9520m
WA
5w IW
WA
83011.
WA
8801ba
WA
682 Am
895Ih
Ii20 ba
9 Anahas 01.1S Mh O.C. / btndmd (R 0771-9 UP l& 4k
see 0m
1400 We
NIA
WA
7W Ibc
WA
WA
WA._
WA
WA
13631bs
IT70Ibs
22401he
4AWtom®3'MlrI O.Cl R)215 Angie CBpsl(• 6);
7w 83n
7w Qa
DA
10W pg
6400m:
'69I Ibs
A
7w Au-
.748 Nx
8001ha
1892W
w20m
98510a
1120 Ms
8Anchxs 0 3• Mm. O.G / R) WAn91a Cbe I Die 6P
11701ba
it70lbe
bS
*111ANJA
2844' U.
s10 0s
fA016s"
WA '
1140 F.
1M M,
132010e
2838 bs
10:
13271bs
16a0 bs
4 Archie ® OAS Mn. O.0 I LLCIA Info •126-Alm. (F19. 7}
WA
WA
WA
WA
W9 , -
.� WA
. I, ;
WA
WA
WA
I2Andlare
®22S Mh. O.CJ F471p (Fb. B):
S6o0n
95961
m
476 Ax
WA
:2W IbS-'WA"
3151b1
- Nlq4Andtnm01.15•Mn.O.CJ
lFl0.9K
4w 14s
100 bs
WA
WA
3W Ibs
-WA
NA.
- NJA
WA .
WA
.882 bs
.wSOa
11201bs
NU [ h: t'UK I r7C Urr3Cl GLfr, USL I MM i7795C Nn-M rMl v- . .
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9:F-0 11-010.
FIGURE 5:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS.
n ANCHOR CAP-„e,„Q`•
(DP-) X (MULLION CAP.,m„�� -ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT 15 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!
11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' - , •"•
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS 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-T5 AND BE MINIMUM OF .125' THICK STEEL
STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE)- STRUCTURAL STEEL TO BE AT LEAST.126' 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, I" S.S. OR 410 S.S.
K
Q
2
Z
0 0
a
N
N
r
Xe
43
v
X
o
V
a
ZmOs
0
�a
8
D
'a o
PRODUCT REVISED
as compiyfng with the Florida
Building Code
NOA-No. 17-0630.01
Expleation Date 05/26/2021
-•j 1.000' r---
���ap1Y LYN/y��.,,�
4.000' Q�: • .. •�
* No. 5870/5
ZZ
.125• ���A7E ��:•�_
t xa x.12s 'ONAL E�.o"
MULLION FL
MNIMILL9k P.E.
FL P.E.# 58705
I TARI F 7A
MuIGonC cLLy Table IbsM '
Opening W(dfh(Torwillc bsparning
mt73o119)or Opening Height(forholimntaDyspanning nufloln)
601n
601n
701n
So In
90 in
fco in
120 in
VA in
1801n
1x4z. 375
I x4x.ube
lmetmiplat
Laadm
7tapffe.g.
Lpadeg
Radanpeer
L-Ing
Trap/rdmi9.
I.-Ing
R-bngLd••
Loii
ltsaTiima
Lncdng
RxTengd
Lowing
Tmp/01.9.
losdng
�d+n9dw
londng
Tn.
1aN709
Lowing
IRW gOkr
Lmdng
Tr W7dat0-
Loedrg
Ps<engd•
LmdV
Tr�77dm C
Luadng
is61m9Wa1
L dng
TmWTtiem.
LoedOlg
ReotalOJa
Lobdng
Trwti7ri�g.
I. ng
um.
&'r
MuObn
� _
��
a
O�
b
8
2y$•
Og`
�
�
&
�
g
r�
5
�
8$
c4
5
�'
•$fig
�
�
8
�`
+$�$
rg3
O
8
�& _
S�•
Sec *$�Y
8
$
8�'
i$
6
��
5g.
tl
56
x�g.
J�
yet +�yg
�
$ ..
Cf �"
'agg
�
5
�g _
$�
!s
�g
b
5
fig'..
S�
b }�g�
€g
8
�i'..
OS`
L $�yg
�$'
d
s
��
IS
�
'� �
��
�
g
ti �`
421n
170.0
620
170.0
CIS
170.0
744
170,D
478
170.0
858
170.0
5W
170.11
992
170.9
519-
170.0
1116
170.0
521
970.0
1249
17QD
521
17MO
1485
170,0
621
170.0
1735
170D
521
170.0
1983
170.0
521
481n
170.0
708
170.0
524
170.0
1 660
170.0
1 604
170.0
992
170.0
SM
170.0
1133
170.0
68b
170.0
1Z75
170.0
877
170.0
1417
170.0
683
170.0
170D
170.6
680
170.0
190
170.0
680
151.8
2024
170.0
580
smem In
170.0
747
170.0
583
170.0
896
170.0
641
170.0
1DW
170D
6M
170.0
1195
170.0
723
170.0
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• •TABLE NOTES! - ' • '
B: PIGURE 9:• '1)SEE,SHEET I FOR INSTRUCTIONS�ON USING THE TABLES AND SHEET 25 FOR INFORMATION
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE
• • ' • • • • • • • • • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _
• • 2) LINEAR INTERPOLATION9ETINEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• • • • • F. • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXA73 DIMENS10NS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
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NOA-No. 17-0630.01
Expiration Date05/26/2021
FIGURE 1: FIGURE 2: 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. 1111(1 I 1 I I I7jI7
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��� a,O •,-...
FIGURE3: - '�_:'• CEN • �� ��:
ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE Q•; • t:n
CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •* :r No. 58705 •'�
® ® BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. -w
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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 LV
FIGURE 4: FIGURES FIGURE 8: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE ' 'n ATE �!/ 6063-TS AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�s .......
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• .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL 1.25' X 3.188" X 265' MULLION �i �k9.
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VFMUWON) i/,/7NALtILt1•�
#10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.& OR 410 S.S.
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ANCHOR CAPACITY ADJUSTMENT FORMULA:
(� ) X ( ANCHORCAP-,®,,,,,� ANCHOR CAP.-
MULLK)N CAP.,„,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
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OPENING, WHEN IT IS LOWER THAN THE MULLION
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MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
FIGURE I: FIGURE 2: TABLE NOTES: 1.260' F-1.250°-1
• 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I
• • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3250' 3.260'
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BE USED 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE* FIGURES: FIGURE 8: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
8063-T5AND BEAMINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
• .046'THICK.(18 GAUGE). STRUCTURAL STEEL TO BE AT LEA„.125 THICK AND A98.ALL •100' .10D'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL US*X225•X.10W 126'X3.2SX.100'
tno 81112 ANCHORS INTO WOO&MAY 13E STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR
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NOTE: FOR THE U"bhI ULIV. Wit IHE bAME ANI MU rAI ICRIY
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4:
FIGURES: FIGURE 6:
• • Ed
• • • • • •
FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CUP
® Me
(FlGURSMUST BE USED
IN PAIRS..
TABLE NOTES:
RNUHUN qlA A6117A ... ImCNI!•VItmVLAI:
roPm)X ANCHOR APANCHOR _ANCHORIAIP-
`MULUJ , CAP.,,v,,,,,�
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 INTERPOLA nON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLESTO 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 -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF OS5.
ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.04G THICK(18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST A 26' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE M&ERIAL #10 S #12 ANCHORS INTO WOOD, MAY BE STEEL, 18-8 S.S. CR 410 S.S.
PRODUCT REVISED
ZZOas complying with the Florida
Ing Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
ey
Miam �d Product Control
2000'
11
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2'X4' X25' MULLION �''!ss�ONAIL E�O'�'
A Llfl(iN MWLIIL�, P.E.
FL P.E.# 68705
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501n
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170.0
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170.0
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1151
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067
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170.0
1118
170.0
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1250
170.00
1389I70.0
2012
170.0.
1474
170.D
2332
170,0
t56t
170.0
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170.0
1796
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1328
170.0
1144
170.0
1(4i4
170.0
1328
170.0
IBM
170.0
14g8
170.00
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170.0
2391
170.0
I_170.0
2836
170.0
1918
170.0
3188
170.0
2125
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3413
170.0
2273
1365
3413
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1417
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166.8
2470
120.0
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2428
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1594
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1409
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1913
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1870
170.0,0
2078164.8
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22711III
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170.0
1451
170.0
1968
170.0
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2149
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2Ti2
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2243
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2&12
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2126
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2832
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170.0
1711
170.0
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170.0
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170A
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154.4
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150.9
1981
135.14
1964
120.1
2252
127.2
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108.1
2252
110.1
1815
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89.8
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772
2252
88,9
1838
87.8
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1808
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t25.1
1564
126.0
1445
1043
1564
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450 0e
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270 t s
2801m
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3741:u
664 6a
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78013
78016s
8001bs
17601Ds
323216a
540 0.
560 8n
708 bs
1490 A.
748 lbs
12729n
18921hs
8820s
601bo
"1TTO
11201be
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a Anchtt6 ®Y M1n O.G / R) 35AnON COw I G70. 5k
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780 91s
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fO101m
6801bs
259510a
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748I0S
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1120Ib.
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15601bs
156016X
1360 me
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3M Os
1o901bi,
1120IOs
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9498 B.
1160 ne
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390 0.a
390 ®a
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1
A74GHOH GAFAUI I T AUJUs 1 M1 1 tU"ULA:
(DP-) X ( ANCHOR CAP.,, 7Z-) =ANCHOR CAP.-
MULUON CAP.,�,p„
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
.ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
PRODUCT REVISED
as comp Ingg with the Florida
Building odo
N0A-No. 17-0630.01
Expiration Date 0512� 612021
BY
WA
88000
298Ibe
WA
WA
WA
WA
'WA
WA
WA
WA
WA
WA
2881 me
F--2000"--i
18180a
270 ®s
2800.s
354 Bn
740 @4
974Im
89810s
BIB IDs
941 Iha
4421hs
380 ov
WA
WA
470 ne
WA
533 We
WA
8821bs
16516s
112D Ilia
2�.
VALUES AS THE STANDARD CUP.
TABLE NOTES:
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
`��.a�NY
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• • • 6.000' : ��.•' ti10EN@F'•.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS Q.' '•�
• • • • • • • No. 58705
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON Z * :
FIGURE B: FIGURE 6: FIGURE 7: . SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. -
ANGLE • - �'�
• • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED "•A '.
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEDQ
T ��
• • • • • • •. :•- 5_7) YF,LLDN(-SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM SHALLBE 8063T5 AND BE AMIMMUM OF.125' 0�4;�• F40R1OP.•••G
UmusSED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO �77 S7O•, •. EN
• • • • • • • USED IN N/�L 11
FAIRS BE AT, LEAStF.12ti THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' x e• X.2S A.9 4 411ffit', P.E.
. THREADS BEYOND THE MATERIAL. #10 8. #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. MULLION FL P.E.# 58705
IHGLC IYM
Mullan Capacity Teble
Opening Witlth (farvalBcalty-spelxtrg
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Sol.
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701n
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Sol.
100In
120In
140In
180In
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74.1
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26.5
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188
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23.7
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113
213
220
180
11.6
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220
168
170
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17.9
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101
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19.0
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1898 Ws
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I 14111b
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1 18921t4
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FIGURE 1:
ANGLE CLIP MUST BE USED IN PAIRS.
TABLE NOTES
ANCHOR CAPACITY ADJUHTMEN I FUKMUU :
(DP_) X / ANCHOR CAP.,,,,,,"•_ _ANCHOR CAP.,,,
\MULLION CAP.,,",,,,,,
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1)'SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
INSTALLATIONI--1268•-•�
.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ I
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I
3) MULLION ANQMULUON 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& 2A 161,
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED •125•
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 806345 AND BEA MINIMUM OF .126•
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.D45•THICK (18 GAUGE). STRUCTURAL STEELTO BEAT 126'X2.11•X.125•MUWON
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST SCREW THREADS BEYOND pN7EGRAL FIN MULLION)
THE MATERIAL 910 8 #12.ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 410 S.S
M
h;
1 te i
R
PRODUCT REVISED
as eomplying w the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05126/2021
ey
Mle ap Prod..t Control
1t Ill Ul//
XONY L .NN,y�
* N0.58705
�O '•. ATE � �` -
�'sS70AIAL
A. LVN/ N MIaR, P.E.
FL P.E.# 58705
Mulllon Ca golly Table (Ibs(ft)
OpeningWidth (for wAlraly-Parriranni00ns)orOpening HSight(forhor®nla11`6P rIgmUln0m)
SON
60In
701n
Sin
So In
IMIn
1201.
1401.
160N
326" 30
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TYaEJiMenO
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Red4npda
laedn0
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170.0
620
170.0
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170.0
7"
170.0
478
170.0
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170.0
50
170.0
0%
1T0.0
519
170.0
11113
170.0
621
170.01
1201
170.0
821
170.0
108
170.9
021
170.0
1T45
170.0
RI
149.1
1740
17MG
121
48In
170.0
7M
170.0
524
170A
8W
170.0
584
170.0
9S
17o.0
00
170.0
1133
170.0
681
ITMO
1275
170.0
OTT
170,0
1417
170.0
eso
1622
1522
170.0
880
130.E
1522
170.0
SM
1142
1522
170.0
Sel
60.6261n
170.0
747
170.0
=
170.1)
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170.0r74.
170o
1046
1T40
6%
170A
1195
170.0
723
170.0
1345
1700
747
1642
1443
170.0
Me
136A
1443
170.0
758
117.3
1443
170.0
758
1m.6
1443
1740
7W
54 N
170.0
707
170.0
612
170.0
958
170.0
170.0
1116
170.0
754
170.0
1275
170.0
B03
16M4
1353
170.0
837
144.3
1357
170.0
856
120.3
053
170.0
Bet
103.1
1353
170.0
861
902
1353
170.0
061
601.
170.0
885
170.0
701
170.0
1063
170.0
167.0
1218
170.0
M
140.1
1210
944
139.9
1210
159.6
MG
116.0
t218
IS.1
W4
07.4,
121E
146.1
913
01.5
121E
14e.1
913
73.1
121E
140.1
813
83in
170.0
930
170.0
745
170.0
1116
1700
1502
116a
1638
M3
13/A
1150
914
116.8
1150
141A
898
105.1
1150
1342
886
87.6
1150
126.7
871
75.1
1150
1262
670
r8.7
1160
1282
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W N
170,0
874
1T0.0
789
15.4
1018
165.8
130.6
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14&6
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114.1
1045
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550
101.6
1Ma
123.4
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140.8
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147.9
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am
110.8
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No
722
782
BW
92.0
112
70.4
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70
58.7
660
792
633
60.3
880-
76.5
666
44.0
880
76A
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78N
110.7
780
125.1
B90
99.8
790
108.4
856
790
97.7
W3
74.8
790
B52
683
790
78A
847
59.8
783
71.7
835
49.8
790
65.1
624
42.8,
790
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819
37A
710
B1A
07
78in
110.8
750
1105
07
1C3
7S
98.1
664
70.1
750
85S
M2
A92
i60
4M
81.5
700.
TOO
612
0.4
7f?.
0&7
80
402
7150
$9.4
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39.6
760
56.2
NO
34.6
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55.5
6B6
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721
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74.4
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MI
SS
62.9
491
SIX,
563
64.8
483
45.1
563
459
475
40.1
561
44.4
468
36.1
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40.9
462
30.0'
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352
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333
445
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31.a
442
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59.4
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61.1
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49.6
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51.0
40
424
40
44.8
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37.1
495
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421
33.0
495
30.1
415
29.7
415
332
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24.5
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29.8
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31.1
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232
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249
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20.8
361
22.8
328
17.4
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14.0
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17.8
315
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27.3
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28.6
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24.0
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25.3
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120 N
30.4
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30.9
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25.31
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26.0
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21.7
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174' Eko UReem
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AppreO.11or
910 steel
SORW (35)
812 Stud
6ctaw (G7)
012 Sled
tialew (OS)
Ea2e Dlctsnro (N7
1`
2-V2'
1'
2-tIY
3-18"
1'
2-12'
1' -
2-1rr
r
3-V8"
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0.40'
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0.324'
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1S/4'
1J/4'
7�/4'
1.316'
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1.1/4'
1-1/4•
1-im
1.174'
1.1/4"
r'
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1.3/e'
18flss
2Antlia. @ S Mln. O.C. / (2)
2.5 An01e GOP (F10. 17
390 hs
390 Ds
490 0c
6901bc
1700 Ibs
270 0n
280lbs
354 ffs
740 0e
374 Ibe
720 0s
948 0a
S11 0e
M2 0s
560 Ns
4 AmMR @ 3.5" Min O.C. / (4) 215 Atom Cups / (F70. 2)
700 m
7B0 6e
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1870Ibe
2525 am
540 M.
580Ibs
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(DP-) X MULLION CAP.,an,.c) -ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
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PRODUCT REVISED
as complying with the Flodda
Building Code
NOA,No. 17-0630.01
Expiration Date 05/26/2021
ey
Mlam a roduet Contra
FIGURE 1:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE
FIGURE 2•
/
3) MULLION AND MULLION CLIPS SHOWNARENOT TO'BCALF- FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125' `�•��aoN....... N,y��
a A a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' LICENSE • 4'
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. Z-��
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED 3250' Tj• , No. 56705
FIGURE 3: ) CONCRETE•BLOCK UNIT (CMU) SHALL CONFORM TO}1SY61 G90. WOOD SHALL BE PRESSURE -TREATED -• *_
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125-
THICK STEEL STUDS TO BEA MINIMU(k1GRATIE 33 AND. THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30' BAY S ATE f
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
a THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1E•�6 S.S. OR410 SS: MULLION s:?<O..... •' G\=
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. /O!/(VA�
t'u1yLLER, P.E.
FL P.E.# 58705
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31.5
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32.8
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27.6
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29.1
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24.5
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262
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227
24.0
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20.7
350
15.6
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18.6
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34.9
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35.6.1
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29.1'
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28.8
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24.0
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25.5
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21.8
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228
317
193
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SW ba
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224616a
2254 W
WA
REP.
WA
E05915c
WA
1320 0>c -
WA
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1327 be
i6W IW
V1YLn.m MA A+.rarAWYJIIaen+rurGtl-
(D _) X (_MANUCLLIHOONR C.ov.:,
) _ ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
® � _a
oM
rc
Z
f0
O
EO
0
W
O
O
a. a.
Z
PRODUCT REVISED '
as complying with the Florida
B.Ildin9 Coda
NOA-No. 17-0630.01
Expiration Data OSJ2612021
FIGURE is
TABLE NOTES:
SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADIN G.
AL
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
S
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE .
FIGURE2:
3) MULLION AND.MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
����1 NY LYp/
e n e e
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'
45.
�� a� •
•� .........
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT-FILIFD
3 M.
_ NO, 58705
FIGURE 3:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5AND BE A MINIMUM OF.125'
33 AND THICK GAUGE). STRUCTURAL STEEL TO BEAT
= 7t
THICK. STEEL STUDS TO BE A MINIMUM GRADE .04W (18 1W BAY
M^TAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
% O
LEAST.125' THICK AND A36. ALL ANCHORS INTO MUWON
THE MATERIAL. #10 & #12ANCHORS INTO WOOD MAY.BESTEEL, I8-8 S.S. OR 410 S.S-
TATE F�
;c,1COR1Ot;..•'�����
e
e
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
'
A. ?NO P.E.
FL P.E.# 68706
H1.000°-I F-1.250°--I
1.00D' r Ir-� 1.000• I•--
j 1.000- f- -j 1.000- 1 I .125'
.125' {I
2.750' 2.750' .125' 3.125DSoo,
25' 3.186'
125.125
2000' 2000'
.126' L 650'
37S 375' ..... ..
-T T T
1'X2'X.125'MULLXIN 1'X2•X.375'MUWON 1' X Y.7B' X.376' MULLION 1'X2.75'X.650'MULUON - - 1'X 3.125* X.5'MUWON 1.25X 3.186' X 265' MULLION
6083-T6 ALUM. 6063T6 ALUM. B063-TO ALUM. 6W3-T6 ALUM. 6083-76 ALUM. 6063T6ALUM.
XSECTION XSECTION XSECTION X.4ECTION %SECTION XSECTION
�-{ r--.125'
STANDARD CLIP
2.000'
6063-T6 ALUM.
*SECTION
I
.125'
5.500, CUT HERETO .375
.376' 3.125--1 _ CREATE FCUP. SEE M W.
MIN, r DETAILF,SHEET4
r-------� r--------I
I 1 I I A
L_ -____J L_______J
�- STANDARD CLIP
6063-TB ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 6.17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1/18'.
5.500'.375'
.375• I MIN.
MIN.
___- ------ T----------- i
I 1
I I
i
B
I I I 1
C OFFSET CLIP
6053-T6 ALUM
-125 1 _ TOPVIEIN
II
2125'
UCLIP
6OMT6 ALUM.
•� *SECTION
.125'J I E
--i .740° F•�
E
.338' MR
A I UCLIP
8063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LE '
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5.17 FOR THE
ANCHOR O.C.,
DISTANCE MAXM(UM
ANCHORHOLE
DIAMETER: ANCHOR
DIAMETER +IMB',
TAQI C n
^i I-•^.125'
2X5 ANGLE CUP'
6063-T8 ALUM.
2.0 XSECTION
125'
5.000'
.375 MIN.
2X5 ANGLE CLIP
6063-TO ALUM.
TOPMEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS S-18 FOR THE
ANCHOR O.G. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1116'.
Mull Dimension (Sheet ly
-PGT Partly
Mullion
Std. Clip
Offsetclip
U1:IIp
Angie Cllp
V X 2" X.126' (5)
66605
C66113M
6361118M
666243M
666511 M
1"XrX.375'(6)'
M6006
666114M
6661119M
666244M
MM12M
1° X 2.75° X.375° (7)
66607
666115M
666112DM
666245M
W013M
f X2.76' X.660' (5)
66608
668118M
6661121M
666246M
686514M
V X 3.125° X.500' (9)
66637M
GS61116M
6WI114M
666242M
666515M
1.26'X3.188'X265'(12)
66641M
W61117M
6681113M
666241M
666516M
1.2S' X 21 V X A2S (1 B)
69370
WA
N/A
WA
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNFN ON THIS SHEET.
2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TAW C A
.125'
2116'
IL .125'
.soo° T
1.2WX2.11'XA25'MUWON
6063-TSAWM.
*SECTION
Dimension
Value (In)
For Mullion:
A
1.625
V X2• X.125'
Aluminurn
Tube Mullion
B
2654
C
0.895
D
Q740
A
1.125
1' XZ X.37S
Aluminum
Tube Mullion
B
2.404
C
0.635
D
0.490
A
1.875
X 276" X
.375 Aluminwn
Tube Mullion
B
3.000
C
0.757
D
1.118
A
1.312
Aluminum
ulm
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2000
1' X3.125° X
•600' Alum
Tuba Mug
B
2637
C
0.853
D
1.137
A
2625
1.26' X 3.188'
X.285' Alum
Tube Mull
B
3.262
C
O.B62
D
1.762
' A
1.613
1.26' X2.11'
.121' Alum
Tube MWI
K
J
2
PRODUCT REVISED
gcomp] ng with the Florida
ildin9 ode
NoA-No. 17-0630.01
Expiration Date 05/26/2021
By
Mla Luc Cont
..LY .Ny
V%CENS,
No. 58705
iA0, ••�
46,
A. LQ1yJy}�� i13'd.E.
FL P.E: 8705
125'X32S'X.1C0• 126'X3.25X.624'
MULLION MULLION
5005-TS ALUM. 6005•T6 ALUM.
X-SECTION X-SECTION
740'
�.126•
.125 STANDARDCUP 1 I
2.010" 8063:MALUM. I 2.125" U-CLIP 2.� 2X5 ANGLE CLIP
1 X SECTCN I UM
6063-T6 ALAI 8 XSTECTION
.125° X-SECTION .125
125"�
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10.20 FORTHE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER ANCHOR DIAMETER- 1/16'.
CUT HERE TO I .375'
.375 3.12E---j _CREATE FLLIP. SEE
MIN. .I DETA6. F, SHEET 4
I I I I
1 I 1 I I
I I I} I I
-
I I I I F
1 I 1 1 I
I I I I I
rt L STANDARD CUP
CENTER OF ANCHOR HOLE MUST LIE 6003-TO ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 10.17 FOR THE ANCHOR O.C."
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1AW.
2.661' 125 .376"� I375•
12
1.3T� 1.877MIN.
1
r--- ----� r-------� ..
I I I I
I I I I
.125• I I i I i t
.12u^ 45 2.250" I 1 1' I I I
30' i i I
---J
3.25745- BAY MULLION I 3250' �`.
30'BAY kNWON 6963•T6 ALUM. �L _____
6083-TB ALUM. I X-SECTION
X-SECTION I _
. G OFFSETCUP
I .125 606S-T6 ALUM.
Ili 2j 28"J �►.981"-i .228.r 4•.-.981'�I .740• TOPVIEW
NOTES: .
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
li 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.375' CENTER OF
ANCHOR HOLE
I MUSTLIEWITHIN
•• THE DASHED
BOUNDARY. SEE
F SHEETS 10.17
�' FOR THE
ANCHOR O.C.
D19TANCE
MAXIMUM
i ANCHOR HOLE
DIAMETER
ANCHOR
DIAMETER + Vi6•.
U-CLIP
6063-T6 ALUM.
TOPVIEW
TARI_F C
Dimension
Value Qn)
Par Nutilon:
F
3.687
11 X4,X
G
1.000
.12V
Aluminum
H
2680
I
3.000
Tube Mullion
F
3.187
1' X4 X
G
0.75T
.375
Aluminum
H
2.430
1
3.000
Tube &'T°
F
2250
112WX3.2V
G
0.750
X.100'
Aluminum
H
1.500
I
3.250
Tube Mullion
TART F n
r--------------------- 1
t--------------------- J
TARLF C- CONT-
Dimension
Value (in)
For Mulllom
F
G
1.B3B
0.500
.25 X3.25'
1.25..x
X.824
Aluminum
1 Tube Mullion
H
1
1.438
1 3.260
F
G
1 2.625
1.125
1.25'X3.94'
X.624'
Aluminum
Tube Mullion
H
1
1.500
3.250
F
2.813
30' Be Mu6
F
2.875
45' Ba MuA
�n
oYy
MIN.
2X5 ANGLE CLIP g E'O
6083•TB ALUM. - a0-'
TOPVIEW o 3 Eli
PRODUCT REVISED
as comp )ying with the Florida
Building Coda
NOA-No. 17-0630.01
Expiration Date 05/26/2021
Mull Dimension
(efieet#)
PGT Part#
Mullion
Sid. Clip
Offset Clip
U•Clip
Angle Cllp
' 1' X4 X.126' (10)
69364
(INIMM
6661122M
656241M
SM18M
1' X4 X.375' (it)
66610
668112M
6661123M
666242M
6MIGM
1' X4 Y,.37S"P (11)
1,25' X3,25• X.100' (13)
1.25' X3.25• X.824 (14)
GM3
201WI20312
2oism0315
688112M
6661127M
6681128M
6661123M
6661124M
6681125M
888242M
6662410M
6OZ411M
6NS19M
6665115M
6665116M
.1.25 %3.94. X.624' (15)
20162
6861117M
6681128M
668241M
066517M
' 30 Degree (19j
68649
1 WA
WA
WA
88BSt10M
45 Degree (20)
86650
NIA
WA
WA
8685111M
3=1
1,10ENgF'• l '
1A, : No. 58705
frz
%�O� •.• ST TE O � ' •4 "
�77i`7 /ONAL1E��
A. LYNN MLLER, P.E.
FL P.E.# 58705
Mull Dimension
(sheet#)
PGT part#
Mullion
I Std. Clip
U-Cllp
Angle Clip
2' X4" X.2W (16)
1 66602
666261M
668271M
6665112M
2" X6' X.25' (17)
66604
I 666262M
I 666272M
M5113M
--1 r---.125"
STANDARD CUP
6083-78ALUM.
2.000'
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
LX-SECTK)N
.125
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
t.
HOLE LOCATIONS. 1.4g0'
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHOD& 5.500,
CUT HERE TO
Z.000' 3•CREATE FCUP, •�S .375 _ SEE DETAIL F.
MIN. r SHEET4 MIN.
r------------
I
---
I
--------
I
.250'
4.000'
'
MULLION
,
6063T6 ALUM.
(
XSECTION
I
L_ ______
___I___
I
1
`
_L
STANDARD C
250
CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 18-17 FORTHE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+1/i6'• .
5.500'
CUTHERETO
-200D'�1
.375
M'N•
3,500" ^I
CREATEF.CUP,
I SEE DE7Ad F,
r SHEEr4
•375'
'MIN.
I I
I I
I f I
I I I
I 1
I I I
I I
I I I
1 I
I
I I 4.688'
I I
I I I 5.438'
I f I
I I
TX 8'X.2T
MULLION
I I
I I
6083T8 ALUM. I 1
XSECTION I I
I I 1
STANDARD CLIP _
0063-T6 ALUM.
TOP VIEW
UCLIP 2X5 ANGLE CUP o
J
6083-T6 ALUM. 6083•TS ALUM
2125 X.SECIION 2,p00' XSECTION it
NL L.125 .125 is C)Cn
(A `m(`i iZi-1.49D'-4 tO
W J co
5.000' 375 U.1 fn p to
.375' MIN. Z) ZO W
j(1) Z
Z
I---------------------7. z Wi �' _
I I �
o 6 1Z
I CL
I I rn J pr~-
rC + 3 438' Q
r6 L
T--------, Z Q = OI
3.438' i I a H Z a Cal,
(O
I I I I .375 ZE r ��5��
L L----------------- i MIN. N W Q Y �1
-- -- ---- ® 0_' J (.0 to
/SED
-CUP, 6063•'TS AURA.' t7 'Q ¢ O O
2XS AN CUP
RYX4'MULLION.SHEET'18' CENTEROFANCHOR HOLE MUST LE 6063-T6 ALUM. C D. e Z rn (0
TOPVIE%N WITHIN THE DASHED BOUNDARY. SEE TOPVIEW }a �n m0;:0
SHEETS 18-17 FOR THEANCHOR O.C. O — ;D
CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O
WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER ♦ 1/16.
SHEETS 10.17 FOR THE ANCHOR O.C. PRODUCT REVISED
DISTANCE MAXIMUM ANCHOR HOLE as complying with the Florida
DIAMETER ANCHOR DIAMETER- 1/1W.. ' Building Cado
6.000
NDA-No. 17-0630.01
G •MIN Expiration Da 5126/2021
375' By
-- ------ -------
I I Miam" a Product Control
I I I
I I '
I I
I
' I I
I I
--------
6.438' I I 1 1 11 t t t
A
.```Na�NY...... y�''•
``
`
No.58705 P
I i I •375' *:
L-------------------'--R MIN.
O
LICUP 2X5 ANGLE CUP 'i�s'���AIDP,.•'G\�i
6063-T6 ALUM. 6
USED FOR Y XX B* MULLION, SHEET 17 T�� I
TOFVIEW A. LSFP�1 A191LL�R. P.E.
FL P.E.#58705
EXAMPLE
1: SINGLE VERTICAL MULLION
NOANCHORSIN HEAD
---
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 24W. THE OPENING REQUIRES DESIGN PRESSURE OF+60.01-60.0 PSF-
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1•=65. REFERENCINGSHEET 25, THE COLUMN USING
a3
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24WAND WILL MEET OR EXCEED THE
REQUIRED
DESIGN PRESSURE OF+60,01-60.0 PSF. IF THE TANX DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
-SEE
SEE
FROM TABLE 3A SHEET 7, THE 1• X2.75' X .375' MULLION (LENGTH =7Z, OPENING WIDTH =70') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/-58.3 PSF
AND WOULD
�1 m
Fe�ISSTRATI-
PROOUCfS
�TAI�•
SHEETS
NOT BE SUITABLE FOR THIS APPLICATION. .
-
APPRwJLL
2a
FROM TAB LE 4A, SHEET 8, THE 1' X 2.75- X.6%' MU LUON (LENGTH = 72, OPENING WIDTH = 70� HAS DESIGN PRESSURE OF+/-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
oY
i
72•
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS.
N
MULLION
LENGTH
^
'jj
A
2 USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHCR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)412 ANCHORS AND THE 2X5
ANGLE THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL
Z
- U
d. y
N a° L
Lr
DE AILS,
CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL
-
U
0
O
sHl�TS
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MUW ON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE W1TM
THE
?
2a
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
S
INTHIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.o PSF.THE OVERALL MULLION SYSTEM WAS DEfERMINEDTO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY,
W
h
NOANCHORS nIWINDOW SILL
3r 3r
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OFlOPSF:
m
(60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48)
/
� MLIu r6oTi1
PEHINGIPM
72.7 PSF •
Z
�
m 7
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 24W. THE OPENING REQUIRES A
•5°i
DESIGN PRESSURE OF+50.0/55.0 PSF.
`�
Q
FOR THE VERTICAL MULLION:
Q
�
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32`+72'+P=105'AND THE OPENING WIDTH IS 36'+36'+1'=73•. REFERENCING SHEET 25,
Z m
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL
U) N
i O jgc
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
Il!
EXAMPLE 2: MULTIPLE MULLIONS
- -
W OL
- SEEDETNLS,
FROM TABLE 3A, SHEET 7, THE VX2.75'X.376'MUWON(LENGTH -106'. OPENING WIDTH= 801 WETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/-15.1 PSF
S
MULL WI SHEETS 2a
�TM�j-
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
F=
XXX
U X Q
W
FROM TABLE 12A, SHEET 16, THE 2' X 4• X 250' MULLION (LENGTH =108', OPENING WIDTH - 8n HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
0¢., Z
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS.
,- �•CM
3 SEE SEE
FENFSTRATION DETAILS.
BECAUSE IT IS NOW KNOWN THATTHE MULLION�WILL ADD 2'TOTHE WIDTH OFTHE MULLED UNIT, THE ADJUSTED OPENINGWIDTHIS36'+36'+2b74', NOT 73'AS PREVIOUSLY
^-
PRODUCT'S SHEETS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILLAPPUCABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
PRODUCT REVISED
APPROVAL 24
THE 73' DIMENSION (35.12'+35-112'+2'=73 ;,.
as cam L�Ing with tho Florida
' -
2 USE TABLE 12B 70 FIND THE ANCHOR TYPE;'ANCHOit QUANT AND CUP TYPE REQUIRED' FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
' )
8ulldlnB Code
NOA-No. 17-0630.01
I
' CONCRETE HEADER AND SILL ARE 8• WIDE IF THE MULLION CLIP RE TO BE CENTERED WITHIN THE 8•, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE
ULLION ` - -
USING THE STANDARD CLIP WITH (6) 3/18' ULTRACON ANCHORS ATAN,EOGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF IOSO LBS WHICH IS GREATER, AND
E-pl-tion Dale 05126/2021
LENGTH
TAJSEE SEE
THEREFORE SUITABLE, FOR THE REQUIRED'ANCHOR CAPACITY OF 971 LBS.
o
DETAILS. p
R SHEETS 24 SHEETS
OPENING
FOR THE HORIZONTAL MULLIONS:
BY
w hilsm e Product Con
HPJGIff
BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260°MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
m
FORIt
NO R n,
MULLION
MULLION TYPE COULD BE CHOSEN.
TRAPEZOIDAUfRIANGULAFL LOADING MAY BE
q
1)THE MULLION LENGTH 1536'AND THE OPENING HEIGHT IS 32°+72•+2'=106'. REFERENCING SHEET 25, THE COLUMNUSING
USED. FROM TABLE 12A, SHEET 16, THE 2° X 4' X .250'•MULLION (® LENGTH - 4r, OPENING HEIGHT -1207 HAS A DESIGN PRESSURE OF+/-1TO.0 PSF WHICH EXCEEDS THE
p
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 621 LBS.
SEE
DETAILS,
2) USE TABLE 125 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B'
z
SHEETS
WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE V, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH
2a
(4) 3116° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
LYNAI
3B• =V- 38•,HORIZ 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
L"OPENING
Q •1,10ENgFULLLENGTHCAPACITY
WIDTH FOR VFRTIGLL MULL
ANCHOR TYPE IS A#12 STEEL SCREW,
a �.: No.58705 :• * _
FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS:
_
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE W HORIZONTAL. MULLION ATTACHING TO CMU;
CMU;*
N ��•-y7
+1-170.OPSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON(INTERSECTION)
® i0�••.. P (V��
��(C '•.;C[ORLQP•.•'
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
���`
DESIGN OF MULLIONS OR FENESTRATION
�,; 0NAL e%�```
1
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER PRESSURE,
WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN
o 41wALL fit, P.E.
PRODUCTS,
- ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. •
A. L4
O FL P.E.# 58705
F
EXAMPLES OF RECTANGULAR LOADING:
PW i
I -
.
P
.ICI
N`
1114r'll
I1
^.
N
oSKINi
Sol
i
I
..
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMP
Pw
re�
.........se.
//,$
1 loo,
EZOIDALRRIANGULAR LOADING:
���iiiii' sir iiii�
ITT-MIMidiiiiiid.
HINGED
DOOR
II /�II�
II
LOADING OF VERTICAL MULLION w �_. wQ
rw I LOADING OF HORIZONTAL MULLION � ,,....rr Lu fi Z
I LOADING OF HORIZONTAL MUWON Q d r- h
III r'• \\ d N ❑•I? go O
I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW FW
' 1
I
I
PW n � Q a
Z
a W Y
Y
ab zp``mn
SHIDH 00t e� g Egg
4 PRODUCT REVISED
as compryI" Ith the Florida
Building Cod.
NOA No 17-0630.01
Expiration Date 05/26/2021
I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL ey
I I I MUWON Min ePro Product Oontr 1—
NOTES:
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
SG4
PW
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
i
LYNX
PW
BE DETERMINED. USE
RECTANGULAR LOADING.
'�'�O'�,{CENy�
A'..- F '• ;��
.•'�
3) SEE PRODUCTS' APPROVAL FOR
*;' No.58705 =
/
ACTUAL ANCHOR LOCATIONS.
��
'�0��/•' . F RID
ss• .......
N
_ .LOADING OF VERTICAL LOADING OF HORIZONTAL rA�,r&NNi Al-n , PE.
MULLION MULLION FL P•E.# 58705