HomeMy WebLinkAboutAluminum Tube MullionMIAML �N �Ij � i --rr a _�N )
MIANII-DADE COUNTY
PRODUCT CONTROL SECTION
It 805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL. 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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
DESCRIPTION:
Aluminum Tube Mullion — L.M.I.
70PROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum ube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0630.01 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 Sifang Zhao, P.E.
' 08/20/2020
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 6' 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.
F. STATEMENTS
1. Statement letter of conformance to FBC-506 Edition (2014) and FBC-6" Edition
(2017), 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,
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20,2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017) and with FBC 7th Edition (2020), prepared by manufacturer, dated
04/01/2020, 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.
F. STATEMENTS
1. Statement letter of conformance to FBC-e Edition (2017) and FBC-r Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON4MPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING MOTH FOR VERTICAL MULL ARCHES TO BE
MULLIONS / _NSCRIN .
SEE OETNUS REG .V
EIH.
AO.G.X: SHARE
BXEET52�
SEE THRU.; 1
SHEET6M I —
MULL
LENGTI
//y
HORRONTAL
MULL
LENGTH
—1 LF VursTVL Y-
/1
1 ASEE OE N
THRU G:L
---
/ SHEETS N
FOR
NCAvdsTAL
SEE DUAIL E. MULL
SHEETS
FERICSTRATICH
PRODUCTS �y
�IRE OF MY TYRE.
MUST BE
MANUFACTIAED
By COL.
/9FE DETNL6
SXEETSH
XORIZCNTAL
MULL LENGTH
i—Nomz MURLEN01X—)
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X MOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WANDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L100. THE 15 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 MD SHEET 24. FOR MULTPLE UNTS, 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 SHALL APPLY.
S) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTK)NS.
8) REFERENCE: TEST REPORTS: M-6443; ELCO ULTRACON, DEWALTELCO AGGRE-GATOR, DEWALT ULTRACONN NOA'S.
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON4MPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI
FENESTRATION PRODUCTS.
10) MULUONS ARE IN COMPLIANCE FOR USE IN THE WHIZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASCE-2 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR" OR "fRIANGUTARrtRAPEZ0IDAL".
GENERAL NOTES .. .t
INSTRUCTIONS - -1
ELEVATIONS 1
MULL TO 2X WOOD .. 2
MALL TO 1 X S MASONRY .. .. 2
INSTALLATION NOTES .................. 2
MULL TO MPHONRY................._.... 3
MALL TO STEEL STUD ...................
MULL TO MULL ......................___ 9
ALTERNATATE CUP3.....................I
SAY MULL NISTALAT ON .............. 4
i X 2 X.125 MULL SPECS.._.........5
l X 2 X ]TS MUQ SPECS....._.......B
1 A2.T5 X.3T5 MULL SPECS..........7
1 X2.T5 X.BS SWLL SPECS. ........... 5
1X4XX5
1.M X 3.185
EXALIPLESI & 2......._..._____ 21
LOADING E(AMPLES..................... 25
ORENIxM 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIM FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
XEIGxi THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORRONTALLY). THE
r. r HFOR2 vENT MULLION CAPACITY(LBSIFT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LES/FP) FOR THE OPENING OBTAINED IN
1/Muu % % �TM STEP i).
L5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (L9.5). THIS VAW E
MULLIO SINGLE MULLION
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
omG v4OTX
FOR VPExERTGLMULL MCHO THE ANCHOR IANCHOR-CUP SITTER ONTHE GAME SELECT ANDAUSING NCHOR OUR ACTUAL SUBSTRATE CONDITION (MULTIPLE
I oRENmGWOTH ANC CITY IS STRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCHOR
~FOR VERnuLMULL CAPACITY IS MET.
SEE CORRESPONDING
FROM FIGURE 1 ABOVE.
CODES/STANDARDS USED
-2020 FLOMDA BUILDING CODE (FBC), TTH E MON
-201T FLORIDA BUILDING CODE IFBC), SDI EDRION
-ANSI/AF&PA NOS2018 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ACM-2015
-AISI S10616
-AISC W0-13
MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY(WWFMI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS )FOR THE
OPENING, YOU MAY USE THE TANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. W441 THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS+-M OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PROOLICTASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
as
BUNaing COJ with the Florida
NOA-No. 20-0406.03
E.Po-auan Data 05/26/2026
my
r-a
Miami -Dade Product control
\1111I II I , , I
\� �Up1T Lrryll��i i��
No. 58705
A LYNN MILLER, P.E.
FL RE.# W05
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EXTERIOR °
TTP. ANCHOR
'PE0.3UBSTRATE,
SEE TABLES In.n.
G
MUILaN
SEESHEVS
31- Im HOLE
LCfATgi$
)r'MAX FOR
ALL MULLIONS
BT OTHERS
BFF NOTEt
SHaET t
SIDE VIEW
FRONT VIEW
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
I I
le NEWE C
B CONCRETCRET E OR CMU ICI gSTp
6EE 8
EWE )STANCE 16101
I. FON NASCNRY
�4 ANCHORS
d
EXTERIOR
SIDE VIEW
EITHER THE
BTANOAR..
Qa
OTTE, U.
COP MAY Be
e -
MSTALLED BY
THIS METHOD.
TYP. ANCHOR
1. ANCHOR
PEn.LBSTRATE.
PER SIIBBTPATE,
SEE TABLES 1B-HB
SEETABlES16130
EOGP£ND
DISTANCE
SUCYSTRIP
SEE TABLES
AHD
41B3
r
ATTACHMENT
EMBEDMENT
BY OTHERS,
_
SEE NOTE 1,
.
SHEET I.
AN 21 NSI CONCRETE OR CMII
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMSEDMENTTO BASE MATERIAL SHALL BE BEYOND MLL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ASOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACRY 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 FOLLOWNG SHEETS. FOR DETAILS A-0,
EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4' S.S.
AGGREGATOR MASONRY ANCHORS.
MATERIAL PRnPFR P1
Materiel
Min. F
Mim F°
Steel Screw
52 ksi
120 ksi
1885<Rw
B3 ksl
%ksi
410 SClew
80 ksi
11O kai
DBW4h/Elm ANNSColont
S7 W1
SB ksl
Elm UltraCm®
155 ksi
177 ksi
BNB" Dow.4 UltraC
117 kSl
154 ksi
1W Otwut Uft.COH+
148 ksi
184141
1308315 Aluminum
16 ksi
?2 ksi
A36 SNdB
W ksi
56 ksi
GT. 33 Sbel Stud
33 ksi
45 kai
J
Q
a
a
PRODUCT REVISED
as ontplying with the Florida
Building Cede
No".. 20-0406.03
E.Pi.U. Bab 0512612026
By 0:�5
Mbml-Dade Product Control
S�
* : No. 58705 —
..�`
%CCS Fl ORION..'' \�Q
AA%LS�ONAL E•�o"
Ir1111 I W,
A. LYNN MILLER, P.E.
FL P.E.# 58705
DETAIL E:
—H us•Mlx. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U-CLIP)
SONRY STRUCTURE
1) MAY BE INSTALLED IN "TEE" OR "CROSS'
NDARD CLIP SHOWN] INTERSECTIONS.
RIES pY 6
($MAY BE INSTALLED HORIZONTALLY
O
AL
(SHOWN) OR VERTICALLY. aucxsTwP F3) SEE ORCO-CLIPONDINGSSHEET521.23 n O ANDFORCORRESPONDINGMUWATOP VIEW SYOmER6, —MULtpx O F
112 STEEL SCREWS.
'SELF -DRILLING OR PRE -DRILL
WLUWI ANOUSESM6
mid / �� �\�Muwox F z fO m
tl PER
SUBSTRANCHOATE.
THE OFFSET CLIP IScon 5 `\ 5 O ❑ EFFER TXE PERSUBLESIS- z F w
STANpMDOR IBEETABlE5141JB RECOM_ERAEO FOR / Z U{ �' (A
FIN+T,UIEU L�
OFFBETMULL 1 VaNDOM BUY guy U-CUP ELTICN �,
IN6TAt1E08Y CLIPMAYSEaI al FOR MAEC PLACE µ50 FRAFEOF0R LLCLN' L� D'
TxIBMEFXDD de �1 I �,ANCHMPSONRY amER PRAME mE6. EXTERIOR Q Z o
a Ii ORS
Z Z¢ m m
¢ O L
6EE BXEET6219 FOR H 9 SO.Q
LOCAROKS
EXTERIOR °a , FRONT VIEW EWE W .I
d d WSTANLE C a52
EDGED a °e 6EE TABLES r ~
FOR MASONRY 15-130 O �. ¢
ANCHORS ° ¢ Z
` m O v0
SIDE VIEW
4
a DETAIL D:
-� PRODUCT REVISED p
TYP. ANCHOR MULLION ATTACHED TO
aing Co 9 wi[M1 the FloriOa
Tn.AxcxaR ER SuasrRATE. STEEL STUD euaalne toes
PER SUBSTRATE, SEE TABLES to-tsa (STANDARD CLIP SHOWN) NGA-2o. 20-0406.03
SEE TABLES tB4]B
STRUCTURE Expballon Date05126=26
BUCHSTWP
AND TYP. AXC.. BY
ATT'V• E A PER SUBSTRATE, ® Mlaml-0Btla P�iaduct ' n�bo
•. BY OIMER3, — — 6EETABLE.I.It.
SEE RO E t,
EMSEOMFNT gHEET1 ~ SEE SHEETS
" EDGE 21-2] FOR
"- �MSTANLE XOIE
K41 CONCRETE OR CMU SEE TABLES
MIN 3l `� LOGTIOHS
MIN 2.T K41 CONCRETE OR CW 161]B \�\�
FRONT VIEW SIDE VIEW uuuKx+
cas
INSTALLATION NOTES:
ECGE (1
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DBTANCE `�`A��`C�"""'27/''�
FOR $TEELSNDB TNINHFA mAH SEFBL TAES pp UGEN (� i
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW 1. GAANO COMPLWIT WYX THE B BUILDING 10-13B
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ALOE A2X ATTACHMENT BYO OTHERS
MUST ussO. ND. 58705
CODEAUMOCOTNERS. *; C �,�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE EXTERIOR ueEYAOD ANCHOR SPECS SIDE VIEW =
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES:
A'. 2D W
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. OF
1)FOR 2X WWO WOOD -BACKED STEEL STUDS, OD S <
P /CRIDP.i
'
4)WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ANCHOR VALUES MAY BE USED.
� E
5) FOR MASONRY APPLICATIONS IN MIAMLDADE COUNTY, USE ONLY MWAI-DADE COUNTY APPROVED 2) SEE CORRESPONDING MILLION TABLES, /// / /�AL ......
ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO VP' S.S. AGGREGATOR MASONRY ANCHORS. SHEETS &20, FOR QUANTITY OF SCREWS. A. LYNN MILLER, P.E.
FL P.EA 58705
DETAIL F: DETAIL G: DETAIL H:^
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 2
SEEOETMISO3 3V OR ae•
SXEET92ICOUFOR INSTµIATgN
MSpECIFIC SUBBTMTE9. BAY MULL
N
LL ON 8 O
O O Z � W
O O 0 O O O O O J y
O O TOP VIEW
SIDE VIEW W
sHONN LMNIzez.l2s TOP VIEW
MULLION i- Z m (D
EXTERIOR Efl BLAB TCE, O a
SEE TABLES tSBOR 1BB Z �� ffi V
TYP, ANCHOR I
STANOPRO MUWIXi CLIP PER WBSTMTE, EXTERIOR rj $Z
MODIFIED TO FIT FIELD
CODIFIED O SEETpBLE91B-16B Q Z O
j 2XSANGLE CLIP. Z Z Q m (p
2 PER MUtllON ENO. MU9T BE O Z $`V iV
INSTALLLUONONDFtW3T. L. a rp (d
MLIWON a
I II I JICY
e` W
NWLE CNP, � � N Z ?
�TYP. Ni LES
PER su&SFRAIF_
SEETPBIE91 &t9B
I210, WOO,IYrEfl.WSON s MODIPCCLIP TO -FIEULE EXTERIOR
ALUM,CMU OR AN80NRV MOOIFIEOIN-FIEIO.
E%TERIOR
O
® ® INTO NOOp, STEEL.
® ® ALIIM.CMI1 MtfN.40HRY J. E
D STANCE
PER
ELROD
HC N
DISTANCE
PER ANCHOR O
NOTES FOR INSTALLATION OPRONS P.
1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.2W X 2.11•X.l5 MULLION.
2) SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS,
3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION.
PRODUCT REVISED
plyma with the FI.Ad.
9mmin0 Co""
xoA-xe. 20-0406.03
Expired.. onto 05/26/2026
xy C/a
MlervI Product Contral
3
Iwt II 111111j
NOTES FOR INSTALLATION ORTON G 8 H:
1) USE 2 MOLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
No. 58705
2)DETAIL G: SEE TABLES I8-145 FOR ANCHOR QUANTITIES AND SHEETS21-23FORHOL.E
LOCATIONS.
__O '✓/�
��
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTNIES AND SHEET22 FOR HOLE
;AO STATE : 1
T .
LOCATIONS.
A. LYNN MILLER, P.E.
FL P.EJ 58705
TABLE 1A
Mullein Capacity Table Bbal
ANCHOR CAPACITY
Opening WIN, (b yet5calfy parnng
nedlon) JX Opening Haight
(Its tlMm5eye0anilg m lkne)
ADJUSTMENT FORMULA:
1X2X.126
5Om
.0
ron
9a In
"In
login
into
140M
tWh
/gNCHOR CAP.,e„„`
(DR-)X\ MULLEON CAp.:-:!,/
Fat 'a
Landes
T=p,gt
LoWI^B
bangs!
LuaW
TIepTIKry
bMlx
RwWpOs
usse
rngrnxp.
Loading
Raoangtl.
Ined,
na/aing.
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FIGURE 1: FIGURE 2:
• •
FIGURE 33_
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURE 5: FIGURE 8:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS
{ t ixtr r
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE
r
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HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.000'
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-IX). WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM $HALL BE 6088-T5 AND BE A MINIMUM OF.125,
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046- THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT
I'X2'X.12SMLLUDN
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 1110 8 412 ANCHORS INTO WOOD MAY BE STEEL, IM SS, OR 410 B.S.
PRODUCT REVISED
as complying with the FloNda
Building Cotle
NDA-No. 20-0406.03
Expiration Date 0512612026
By
Mlaml4iatla Product Contra)
CENSF��(�1 :.
P' 1
No. 58705 -
A[ORIDA,.'AN
.VAN MILLER, P.E
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Iberltr
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ANCHOR CAPACITY
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FIGURE 1:
FIGURE 2:
TABLE NOTES'
• •
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
-I 1.Div t--
2) LINEAR INTERPOLATION BETNVEEN MULL LENGTHS ANDX]R OPENING NOTES IS ALLOWABLE
FIGURES:
S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E NACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.M.
2'M.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS. HOLLOW AND GROUT-FRLED
.3T5"
CONCRETE BLOCK UNIT (COOL) SHALL CONFORM TO ASTM C-90. WOOD SHM.L BE PRESSURE -TREATED
�!
FIGURE4:
FIGURES:
FIGURES:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE SNW9TS AND BE A MINIMUM OFA1
(10 OBEAT
THICK, 9TEELSNDSTOBE AMINIMUORS
WANDMETAi
1•X 2X.3>S MULLON
UEA• AND A36. IW SHATHICK
ENDAT LEST 3 SCTURALIREADS SEVONO
MAYBESTEM,1"NDATR
•
0
�
THE MATERIAL 410 S.S.SCREWTHREA0.S
THE MATERIAL g10 8II12 ANCHOR91NT0 WOOD MAY BE STEEL. 18-0 9.9. OR 410 5.
IWO MOD
PRODUCT REVISED
euomplying with the Florida
IIdmg code
NOA-NO. 20-0406.03
Expiration Dam 05/26/2026
gy lid
Mramwado product
* : No. 587D5
Jr
P'.. F .
rllllltrr'
-
A LYNN MILLER, P.E.
FL RE.958705
TABLE 3A
Mu1dn Capacity Tells Phalle
Opening Mail (for 4ersta"aranp
Ingots) or Opening Height Mr bA) #Y pe Mm6ots)
ANCHOR CAPACITY
AWUSTMENT FORMULA:
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tz2T6sTolfl�lfll
min
win
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wm
wm
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tmn
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red
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REQUIRED• CORRESPONDING
TO AN ACTUAL PRESSURE
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FIGURE4: FIGURES: FIGURE 6:
• 0 •
CIRCLED VALUES ARE USED 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 24 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 21M.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-RLLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C W. WOOD SHALL BE PRESSURE -TREATED
YELLOWSOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6 T5AND BEAMINIMUM OF.126-
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LEA A2T THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 01O &C12 ANCHORS INTO MOOD MAY BE STEEL, I" S.S. OR 41O 5.S.
PRODUCT REVISED
as c mg Cedwho the Ronda
NQA-No. 20-0406.03
EsPIOBee DSW O5/26/2O26
By Z-
MSTB-0Ne P-�novil
No. Se7o,
so' SATE F O-.�
A- LYNN MILLER P.E.
TABLE 4A
Session C.Psoft, Table IbuR4
ANCHOR
Opening WMM(INSMlfial
pannignnA
ong) or Opening Hely1X(iW horlsonta wriT mullions)
CAPACITY
ADJUSTMENT FORMULA,
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CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 3'
t
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE 4: FIGURES FIGURES:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOIA IE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M
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 G90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE A T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEELTO BEAT
LEAST.125" THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 010 S 012 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
VX2.7SXANS MULLIM
PR
ODUCT
BMBA1rn EoAe� N1e mcniAa
No".. 204406.03
Expiregon D.L. 05/26/2025
By Z%
Mleml-0e4e�Lnr
LYNN4f/ %,
�.: No. 58705
TMO
:F<(MID a..: G�•��:
",,,'ONAL tN,.�.
A &NN59N0..EI1• P.E.
FL REA 58706
TABLE 5A
Mi Capaefty Tabne Ibste
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rt liars) or Opening Reign (fortnrimrbly-gm'rq nlWgp)
501n
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min
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TABLE 5S
ANCHOR CAPACITY
ADJUSTMENT FORWLA:
(� )X /ANCHOR �
\MULLION
ANCHOR CAP.-
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REOUIREMENTFORTHE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OFTHE
SELECTED MULLION. R WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE.
sockee
2.7k.
aCawW
JoAR.J
w diau
Fa]GYN
plwxJ
Meb
Anchor
DapaCAj'
AMb Tom,*ftM
o
�
1W Eko
UNawnabKOM
WV RWM
ixosWaY
yW Bo.
INRm
YIW Eka
Wrcon
t/r Elm
IAhKM
9te'CeWMI
Irmm.(as)
1/4•peWMl
lN'S8 E1vo
y18•Ew
t/1'69 Elm
a09b1+
MLHnel
e12S�
ESo. am'-.aF.vz
r
atrr
1•Zia
r
z1m
avr
1•z-t1Ar
iS`4'
1-y4'
ab
4mlq
sW lq
slab
Bml4
b
ArobWWf
N/A
WA
3mb
12m1q
Some
WA
WA
WA
Job
WA
WA
NIP
>Wma
WA
W4A
NwvQrMMOC./(2)a.5ArgsOlp./(RIIAkab
Msa
1rPoM
Bm W.
TIMla
.1.
1]401G.
tBalqWA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WP
WA
WA
WA
WP
Imbe
1 A.., I F CFp(11, 1)Mkp
2yb
M516s
tMros
NOIMtmb
'Q1b
JaRe
2Am..QIATMM.O L/PGIp(Fq. ofb
Wq
WA
lab
Bala
lMlb
Wq
WA
Wq
tab
WA
WA
WA
3/0 k.
WA
WA
WA
WA
Wq
MI as
M21a
MI.
NU I C -UK I Ht UFFSt I UUP, Utlt I HE 4AMt ANGNUR VATTERN AND ANCHOR VAU
FIGURE 1:
FIGURE 2'
FIGURES:
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE4:
FIGURES:
FIGURES:
• •
AS THE STANDARD CUP,
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING,
SEE SHEETS 23 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-a
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AM C-90. WOOD SHALL BE PRUMURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.W4 THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125" THICK AND AM. ALL ANCHORS IWO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 8,#12 ANCHORS INTO WOOD MAY BE STEEL I"S.S. OR 410 S.B.
PRODUCT REVISED
etying wIM Ise FIerIW
tatlcomp 4:oe.
NOA-xe. 20-0406.03
Expired.. uate 05/26/2026
By I/
MIam4-0a a p� reeset Conbol
UCENSp'�, (� �!
rp
No. 58705
A Lyfw Mil
FL P.E.#
TABLESA
Mullin Capacity Table (malle)
ANCHOR CAPACITY
Openhtg YOMW (for wlprally-spemitq
mWlorp) or Op•nl1B Heighk MrlMmbWy-apeMry mJiaW)
AOJUBTMEW FORMULA;
1 t.x.i26
So in
We
My,
Win
Son
Ira 10
1mm
1Nm
Mi,
/ ANCHOR CAP.e„a,1
(Daa)X`MUWON(. ANAM%
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all �
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3
yy®
d
.ANCHOR CAP.
USE THIB FORMULATO OeFAIN
THE'ANCHOR CAPACITY
REQUIRED' CORRESPONDING
RN
na.o
em
1Tfl.a
NJ
tT0.0
]µ
1ma
{TB
IMO
e%
I70.0
%8
Mo
M
170.0
519
IMA
HIS
1700
41
Iran
INS
JMA
An
Inn
tail
tray
Sm
USA
JIM
IISA
UI
1ne
im
Inc
AN
TO AN ACTUAL PRESSURE
Nn
iT60
TM
1Ta.0
44
im.0
8p
im.0
AN
t]O.a
WY
170.0
HLI
I]0.0
1f1t
t740
%1
iT0.0
1216
lraa
8P
ISB.a
tm3
im.o
Bp
I30a
tap
im0
ep
iti.T
I]0]
I700
600
977
1Yq
1T0.0
%o
REQUIREMENT FOR THE
OPENING. MEN RIS LOWER
MOM
1760
747
170.0
NO
171.0
=
17OA
pi
170.0
INS
170.0
08{
tmd
II%
IRA
TD
INA
tzM
ira0
747
14D
1200
Im.O
m0
I17.1
1235
Rog
1M
INA
Im
1700
T%
"A
izW
IM
]%
THAN THE MULLION CAPACITY
Mh
-60-h
Ron
M
IMO
e12
IVA
pM
TWO
AN
170.0
1118
170.0
YU
IM.4
IIM
IMO
8W
1372
1155
USA
W
123.8
IIM
Ino
MB
102.9
USA
INA
Mt
M3
I150
170o
!01
n.z
ftM
12.0
%I
(FROM THE TABLE) OF THE
SELECTED MULLION. IT HALL
IMA
8M
170.a
mt
I%.T
tb2
170.0
T%
tug
1042
161.1
812
10.1
IN21
Iµ.T
815
1112
IM
IM
pt
logo
fat
120.2
"1
.I
1W2
125.1
m2
ni
IM2
125.1
T82
I M.5
OR
125.1
M
YIELD A MINIMUM ANCHOR
63m
170a
9a0
IRA
]{5
1512
SM
10.6
91a
IMA
M2
tµ.t
M
11].,
9p
Ill..
TM
109d
m
WA
]M
%T
m
I14A
TM
RA
M
1M4
N9
MA
W2
IMA
Tµ
M.T
NO
INA
]µ
CAPACITY WHICH MAY BE
5
%N
185A
MT
Ma
mH
Ina
MT
148o
T00
ttal
WT
loon
MB
MA
91T
11T.T
Tat
91.0
M
MY
m
02T
MT
1=2
W
699
UY
%.1
113
M.1
MT
%A
T11
51.T
MT
No
TU
USED TO OUALIFYADDRIONAL
ANCHOROPTONSFROMTHE
3
72in
1311
Me
1427
TIT
113.2
N9
121A
722
SIA
NO
INA
TW
NA
MB
%.a
8%
T&5
W
MY
M
579
NO
MY
aM
MA
N9
75.3
SM
µA
N9
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M2
MS
Nit
Ti4
M1
ANCHOR CAPACIIYTABLE.
-
No
115.5
762
MY
MS
%J
M
1W.8
BM
ME
M
Me
NO
R.2
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p.p
pH
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742
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ST.B
M
M.2
013
N.I
T82
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p2
41.3
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M.9
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36.1
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NA
MS
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INS
TN
1114
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No
TN
N.0
Mt
Tea
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W9
M.S
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TM
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0.1
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M.4
TN
WA
MI
µA
TN
WA
M
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T24
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4T4
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52p
q%
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5N
47.1
4M
3Lfi
SN
420
432
34A
6M
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µ3
29:0
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321
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513
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4%
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M.H
q9
4AT
419
40.9
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R.3
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N.0
4%
m.T
4'A
Y20
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41g
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m.8
No
1T9
4"
213
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IM In
U,3
aTT
41.1
Orr
Nil
JM
UA
3TT
no
MO
02
OR
MA
3%
224
OR
24,0
On
MI
OR
=0
OR
10.8
3"
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310
14.{
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1T.1
3M
111N
37.1
MT
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31.5
316
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313
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR
TABLE NOTES:
FIGURE I: FIGURE2
•
•
FIGURE
3: FGURE
4: FIGURES: FIGURE e:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 24 FOR GENERAL
•
•
M
2) NEAR INTERPOLATION BSETVJEE MOUI- LENGTHS ANDOR OPENING WIGTHS IS ALLOWABLE.
•
•
•
•
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M. FIGURES SHOW
FIGURE 5:
FIGURE FIGURE?
• •
SUGGESTED, APPROXIMATE ROLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLMAND
��
BLOCK UNIT (CMU) SHNLL OW
TO ASTM CW, �f50ANDBE
• S
INWSMLLMU8063RM
EEL
INETUDS BSIMUM
SOUTHCONCRERN
OBERATLEAST .1STEATED
TO BEA MWITHANSGINIMUM RADFO.5.ALUMM
THICK
ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS.
AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL AID S
4012 ANCHORS INTO ADDS MAY BE STEEL, ISM S.S. OR 410 S.S.
r{ 1.000° r
4.000"
12S
I.X4.xAw
MULLION
PRODUCT REVISED
complyingas Hda with the Flo
Building de
140A11.. 20-0406.03
Expiration Data 0512612026
By G�
Mlem a • r-FE d uT-pact Control
No. 58705
T F
Al ENG?
A.]LYNfI I, P.E.
ANCHOR CAPACITY
ADJUSTMENT FORMULA: C
(DP_)X (ANC, OR CAP.,,�,,,,�-.
MUWON CAP,�, Rd
ANCHORCAP._
gN
USETHISFORMULAIN E�,,❑ THE'ANCHOR CAPACITYCITY rn E
TO AN ACTUAL PRESSURE
REOUIREMENTFORTHE
OPENING, WHEN IT IS LOWER
THAN THE MUWON 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 78
SoateW
2A CtloM!
9k Q1iMe
coN.
HwkN QNl
FUIeE CMu
WOM
MW
Md10f
Capacity
atS Elm
Ulmoon
+K pm
1Alrwn
v+C bWLI
WOmam
va•bYlelt
Meese,
5'+C M.
U ee,
v1C Epo
Ubcm
ur F1m
IMm
ata'dWall
lWwn
ur dWtll
Wettln
VTss Sw
A.�a3Bla
ytC Fho
lg,cm
1/a'as ew
AW+FMd
noaW
fcle0'Ai915cm,
stzaM
(0a
Wt B+M
scea ION
PIN) Ele Psfarce 0nk
P
2-+rz"
R-tlY
t'
at?
f'
yf?
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at?
2
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139'
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tdtl•
1d'r
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t-1/f
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1-1/4'
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1-1/Y
1-1Ir
1-Ilr
1-IM•
t-V4'
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Y
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• • • • • • • • • • • • •
FIGURE 5:
FIGURES: FIGURE]:
F--] F-1•B•F
--*1
ANGLE CUP (FIGURES SSB) 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 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR
3) MU W ON AND MULLION CLIPS SHOWM ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
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4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE W TH AN SG OF O.M. ALUMINUM SHALL BE
&W6 T5ANDBEAMINIMUM OF.125" tMSTEELSTUDSTOBEAMINNUMGR DEMMO.M
THICK(18GAUGE).STRUCTURALSTEELTOSEATLEAST.l2 TNICKANDA .All ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL IHO8I
ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S.
PRODUCT REVISED
Buiiding lC0aeW1� IM1e FlOrlda
NO=Q- 20-0406.03
Elrni•n Data OS/26/20 xP28
By Z-� -
MI
i i $ •
i G 5 4 • , �
e I i
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(D a)X\AM
NCHOR
ULLION CAP.,"s„„
ANCHOR CAP.
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 MULUON. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY SE
USED TO QUAUFYADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE BB
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0 LO 1 0
FIGURE 3:
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ANGLE
CUPMUST
• •
BE USED
IN PAIRS.
FIGURES:
HE STANDARD CUP.
TABLE NOTES: F-1mv0
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET2S FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTAU-ATION METHODS. rq
2) LINEAR INTERPOLATION BET 6EEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.18W
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IIL
285"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD $HALL {
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055. ALUMINUM SHALL BE I
E083-T5 AND BE A MINIMUM OF.12r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045"THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST AI THICK AND ATB. ALL 1.25-X3.155"X.26r WLKIN
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1414-WIAULLKMB
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 SS.
PRODUCT REVISED
ad. campi= with Me Florida
BuildingCCaatltl
NOA-Ne. 20-0406.03
BaPiratlon Data 05/26/2026
By G7�
MNun Product control
* i No, 58705tr
*_
_-0 a
STATE FZID
S�ONAL1 ENp
A. LYNW M12 9R, P.E.
FL P.E.B 58705
Muln. Cm n h, Tabn o.70)
CAPACITY
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FIGURE* FIGURE 5: FIGURES:
• • •
TABLE NOTES:
1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWASI
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, S7
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING MMENSIONAL RESTRICTI NE
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION
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GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A3TM Ogg. W000
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS ALUMINUM SH
6063-TSANDBEAMINIMUM OF100"THICK. STEELSTUMTO BEA MINIMUM GRADE MAID
.045' THICK (18 G)kUGE). STRUCTURAL STEEL TO BEAT LEAST.124THICK AND ASS. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MAT
ANO S 412 ANCHORS INTO WOOD MAY BE STEEL, I" SS. OR 410 S.S.
F-1.25T-j
12SX32SX.100'
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
compiling with the Florida
Building Codo
NOA-No. 20-0406.03
Exphetlon Dete 0512612026
By Z71
MlemlDade Product Control
* i No. 58705
Of
2D 4f,
. AL EN p�.
A LYt1diJ MALIE� . P.E.
FL P.E.# 58705
TABLE 10A
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ANCHOR CAPACITY
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mallim) N-Opanln, Height 1O1R01I2NMbpwY VIM11Na)
ADJUSTMENT FORMULA:
126x924
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Na
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100Is
In.
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FIGURE I: FIGURE 2: TABLE NOTES: 125IF 125P
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCr'OR OPENING W OTHS IS ALLOWASLE.F R T
PRODUCT REVISED
as compBuilding Cow»n E the Flutle
NOA-Ne. 20-04W03
ENPIMAI n Data 05/26/2026
By
Mba nJe Prowlect Contend
FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" &250" `� firs 1..... V/ r.
ANGLE SHEETS21-33. HOLES TO BE DRILLED IN THE FIELD FOLLOWING CIMENSIONAL RESTRICTIONS
CUP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ;p
BE USED - No, W705
• • • • IN PAIRS. qSUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOWAND *_
ATE
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FIGURE 4: FIGURES: FIGURED: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF A.M. ALUMINUM SHALL SE L6,fi2A" .E21' -TJ :, / P2L3 O:C
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ff R10 8 R12 ANCHORS INTO WOOD MAY BE STEEL, IM S.S.ORi10 S.S. MULLION FOR MULLION FOR !q ONAL�.yE�l1tta
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FL P.EE 58705
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FIGURE 1: FIGURE 2 TABLE NOTES
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PRODUCT REVISED
m euo wren ena FIerma is
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NOA-No. 20-0406.03
Eapintion Date 05/26/2026
BY ✓/a
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FIGURE I: RGURE2: FIGURE3:
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BMb
mBn
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR WLl1EB AB THE STANDARD CUP. -
TABLE NOTES:"
FIGURE I: FIGURE FIGURE T. FIGURE a: FIGURER: FIGURES: FIGUREIO: FIGUREti:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET •• ••��FOR IDTHS IS NFORMATION
2.W
LOADING.EAR S ENTEFOR Ell 0IXl SHEETS
212. HOLES BE INTERPOLATIONBETWEEN
FOLLOWING SCALE.
REOPENING STRICTIONS CRONSSHOWN ON
FIGURE 5: FIGURE 5: FIGURE ]: SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
ANGUE
RETE BLOCK UNIT
CMU) SHALL CONFORM TO ASTIM C�Rk WOOD SHALL. BE
FIE
IF]
• • • • UMUST SEOISNS TH C! `STEELSUDS TOOBE A `WRHEAST.125' THICK AND �M SO 33 ANDALL ANCHORS IWO MIET TICK SE GAUC�TEND TTRUCTURAL STEE�T5 AND BE A MINIMUM L
LEAST 3 SCREW
THREADSBEYONOTHEWMRIAL.#08Y12ANCHORSINTOWOODMAYBESTEEL.IBBS.S.OR410S.S. YX6'X15`MUILON
PRODUCT REVISED
as wmplying with the Florida
BplMing Cali
NOA-No. 2G-0406"03
Pxplieden Gate 05/26/2026
By
Mle.ei Produce
,0'i LYNiv ",, ;
P,L10 .ICEN... 4fl(�.i
No. 58705
ST TE OF
' /SNAL 6�
A. LYNYJ MILL0E13,1P.E.
FL RE* 50705
TABLE 14A
MUIgon Capacity Table enema
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
Opening WMm (for WmeoasNpassiN
"ors) or Opening HeIgM (I0rhM2orlesyspeMng
m1MbRa)
son
so
min
min
wen
Min
I In
140m
1.11
GP.,e,,,,
135-a 2.11-
RwNp.IW
tm11ry
Tows-
Loos
ReeWgJn
LMIp
TnPT'Wp.
Lowing
R.n.la's,
Lotllry
TnpiMp.
LMni
Re...,
LptlFrya,
TnP'rMry,
LownTdej
Rwhm
Lotllry
T.P(Phno
LaMip
RaoWpJv
Lie
Tn rhno
.1,
RatenONv
Undex;[
Tnp'nWp
Loplry
R..,U.
Lally
Tnr/Mana
L-"
R4CJnNi4r
Lu11ry
Lnylrlanp.
tutlry
/ANCNOR
(� )K \ MULLION GP.,e,,,,�
R .12e- Alum
Tube Mun
y5 5g
d g
g7
i5 5g
d p'
$g
d
$^p
{g 5$
�
2a
5g
8
g
}�
5g
£
�
m5
Y g
yp g$
3 8
pfi 5g
3£
dF
}p
3
5g
@
g}
8
5g
@
dA
yp
3
5g
fl
qp g}
3 d
i5 i
3 15
P5, 5B
S S
lP
■5 5g
9 d
ye
$
g
4R
�y 8
.ANCHOR GAIN
TflIS
USE'ANCHORMUUCIT'f IN
THE'ANCHOR CAPACITY
REWIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
RM
1.1
5'm
1m.0
@0
1a.2
sae
Itlg
nR
+IXlo
Sa
1340
ati
m1
T6
wi
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1341
+n
TLt
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1Xa
+n
m1
sa
1%.1
m
sts
SA
IN.1
att
45.1
5a
131.+
m
ae In
sse
a3
109.o
m
W5
aca
ear
sa
No
4m
M4
na
eta
4M
m.T
.m
A.1
Me
a.3
av
rae
314
as
a3
no
SN
Us
In
rae
rl
sb2
In
Tga
24
RECUIREMENTFORTHE
OPENING. WHEN IT IS LOWER
mm5ln
82s
an
wa
m1
m.5
3m
ra3
zm
Ms
Sm
71.9
2m
51JL
am
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M4
41.2
3m
Me
2M
as
am
m5
aT
a4
sn
ens
Ma
MT
en
ens
a3
THAN THE MULLION CAPACITYmin
m.e
118
141
2V
S5
s+e
m2
al
as
319
m.r
Me
424
me
nT
ata
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318
405
ae
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01
M
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314
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r.2
als
w.1
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TABLE)OFTWImin
0..5
�
m.t
sa
41.2
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2M
407
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aA
a0
Ve
2m
Ul
21N
a.t
2M
aat
Ma
M.e
2m
.2
ml
117
no
322
MI
Ix5
all
a2
M1
SELECTED
SELECTED MULLION.TWILLYIELD
ANCHOR
mei
42T
2a1
45e
dp
Me
M4
al
+95
xis
294
]4.1
132
a1
234
J.12m
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a4
a.4
1m
21w
YN
ao
1m
tTs
2x
Me
Im
tx3
2.A'
MS
1m
1a4
2L
M.s
1m
I WHICH
CAPACITY NMICH MAY BE
men
na
m
aa4
+m
31.o
m
M1
m
2ae
2w
a.e
ne
ax
Ma
Me
ma
M1
1m
Ma
ma
M)
w
ue
ens
ai
Im
1a3
m3
no
+M
11.e
2+a
a9
im
USED TO QUALIFY ADDITIONALANCHOR OPTIONS FROM THE
Mh
Me
1A
asI
+m
M9
Ill
Me
+m
M4
Ia
a5
IW
1T.9
Ill
159
to
1e)
14e
ANCHOR CAPACITY TABLE.
re In
M3
1m
m4
140
Zr8
n1
210
1P
9A
1m
ta0
186
182
101
MN
a5
1m
M5
1m
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Im
1B.8
131
is,
in
17.5
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TABLE 14B
sW 4ele:
27,C
ME
3L
3.9 ch.,
Hhhh`aV
RIMCA1u
I'T.
MW
MChOf
Cap1CRy
ArtIPTyta.
L1S Eba
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1/4'Meo
UM1wm
L18'pVNY
utlmmn
114'DoWM
u8men.
RIP Ebe
Ulnm
YIC Eke
u4aefn
i/Y Fbo
Ubaem
Y1f MWel
Ulnoa.
1N'OrWYI
UIVam.
t/4'88 Eba
A[9n(iNo1
6'18'Elw
urnon
1l4'88 Eko
1ppeCata
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1'
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1' Mr
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1'
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1'
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S
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Y
all
nd•
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1.I,
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ty4• I..
tpl
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Y
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llM
1.11
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1-iN`
inlM
1NP
T
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tye'
WIY
4 MNgn >'Wn.OGI )'h5
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lm lbe
.,.,mu.
1M00e
.. ,2 14
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tl .
tmsb
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b
W
Mlb
tl]m
40'b
No.
I "ou.
I Q a.
I mit.
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I M2M
I3Mffi
11M Ill
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 1, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-0..
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
ANGLE CLIP MUST BE USED IN PAIRS. 41 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$HALL BE B TS AND BE A MINIMUM OF. 12Y
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04Y THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.12Y THICK AND A38. ALL ANCHORS I WO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL Y10 8.12 ANCHORS INTO WOOD MAY SE STEEL, 1"S S. OR 410 S.S.
PRODUCT REVISED
plying with the FI.Hea
9a0dMg Cole
N0A-;m. 20-0406.03
EaplfeN.b Oat. /051�26/2026
gy ow .i
Mlam .a�63Mro-r
1L0M
�. N0.58705
F40
,
_1c9 .1
A. LYNWALAER, P.E.
FL P.E.0 58706
TABLE 15A
MulBon Capacity Table b
ANCHOR CAPACITY
Opining WM1A (for emod1y spar6910
national or Op•n910 H•qM (Mr lurtgeolifryparvlry mymGr•)
ADJUSTMENT FORMULA:
32rM
.In
min
an
ao In
901n
109M
lam
twm
IWn
(� )X( ANGHOft i•11P. a,W�
1`MUWON
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TgMup.
Imgry
emounIn,
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rnpTW10.
LwJnI
R4clxpYv
luAlO
genha O.
INN
outnonal
LwN,9
rnpTnad
Latino
Rec4iwly
(nMOq
RpTnery.
Landes
RmN`Q"v
`-daR
TnyMnq.
Lass,
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I,ogrp
reN)m;
wages
Penargo
Lusma
TgJrOup.
Imme
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Lack
TIWMaq,
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DEG.AL'_
BAY MULL
$
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6
figg_
dg
at
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ifcg
6
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a
$
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pdd
5{
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g
cq
15
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1
59
3
eg.-.
81
2
1
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11
yp g}
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1
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1a
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dp
R
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y
P a5
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8
6
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y
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da8
1
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�
1
3
¢
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7g
d
p
156 ¢
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a
f&
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ip
; £
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�E
� I
Eaq
R
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�.
�'
ag
d
USE THIS FORMULA OBTAIN
THE "ANCHOR CMACRY
REQUIRED" CORRESPONDING
wk
lmo
I GA
1]D.a
06
1M0
rM
'MA
4m
IM
BM
Ima
wis
Itax
ON
Into
Ste
I"A
1116
ime
tit
IWO
1210
Ima
B21
1]0.0
1468
I]0.a
Stl
NI
1>0.o
Ir34
troy
San
Iw.t
1rw
tma
yl
TO AN ACTUAL PRESSURE
REQUIREMENTFORTHE
MF
tmo
TN
1m.a
IN
IMA
Ma
IMA
W
tma
BM
lago
WO
IMA
1133
fma
MI
1]0.0
12M
1]no
M
into
1417
fma
f"=a
7M
1m0
1%I.5
1522
t"A
BW
1142
I=
1]no
BM
OPENING, WHEN IT IS LOWER
BOAS.
'MA
rM
"An
M
IMA
MB
IM.o
01
ImA
last
Daa
BM
INN
11M
IRA
M
tm0
IWO
INA
Nr
M4.2
IMa
Imo
r%
1N.0
IsN
IMO
M
117.3
1M3
IMA
rM
INS
1HJ
1m0
XA
THAN THE MULLION CAPgCITI'
(FROM THE TABLE) OF THE
Sim
IMA
r0]
70.0
M2
IMA;
BM
Im.O
M1
Im.O
1118
Imo
rM
IM.0
1n5
1M.G
303
1M.4
I3M
Ima
M]
IMJ
I=
1700
BM
Ro.3
1353
1m0
MI
IMa
IBM
Im.a
MI
M2
00
Im.O
M1
SELECTED MULLION. rtW1LL
Mm
1m.o
ae5
Im.o
mt
tm0
IBM
Im.O
Kr
15L0
1213
IMA
IN
IWI
IN&
ImG
ON
INA
tme
IWO
03B
tMA
txle
IWA
K4
914
1218
MA
1219
14e.1
913
ml
lme
1M.1
n3
YIELD A MINIMUM ANCHOR
Wm
170.0
IN
tr00
]M
IMA
1115
1MO
WO
1M2
11M
IWO
M3
1310
IIM
lose
M4
ll6A
IIM
IMA
SM
1M.1
1150
I]4.x
3M
8I6
IIM
AllMI
HM
iN2
eM
0.7
IIM
IM2
em
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDMONAL
OR Be
ITRO
M4
17AO
rM
IMA
MW
155.5
01
INA
IMS
146A
MO
114,3
lost
1211
00
101A
1.
'Us
M
MA
INS
IWA
BOB
76.2
IWO
NJ
1M0
IWO
WO
NJ
1oM
1M2
610
ANCHOR OPTIONS FROM THE
3
IT In
INA
M
147.9
]M
1114
3M
IWA
]M
1M.3
eM
n0A
M
Me
M
10aa
rM
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n2
m4
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M2
mt
M.]
M
0.3
M
IRA
M
M.o
OM
Ml
m
ANCHOR CAPACITY TABLE
]em
IlR1
rM
fMI
M
0..4
Me
1M.4
NO
03
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BOB
M3
rl6
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63.0
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M.9
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M
wA
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QA
rM
Mi
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TA
IN
01.5
Mr
rBm
110.8
iM
1154
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M.3
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98.1
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tat
r0
MA
AN
592
rM
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TABLE 15S
sod.
2.rB foresm
3k Mlnreffi
sACuq.
3NWCNu
EJhd Wu
prvVm6
Ng/
Mchor
CapacJry ArcmryP:
3 B`Em
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VPEko
VOxm
3Igr PWeY
U.-
I/TI dit
Mnmm
WIVEao
U.-
Y16 Eko
MBxon
la' Ran
unman,
O""NWBII
Logan,
AP naWb
1A11aa0M
114.99 EXo
plMe(ialar
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tNtre<on
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ma,
S reati5)
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GMa Dabme Ont
I'
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zc?
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1•
zler
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t• 2.0
t•
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z
lIT
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0$
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2N4a1a
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MIM
Wp
1aMb
MI4 1110Y
BMb
1As
Wp
1]N D414
10N I4
tM lb
FIGURE 1:
FIGURE2:
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 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN
IS ALLOWABLE.
3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICDONS SHOWN ON SHEETS 21-M.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI M1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CM. 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 (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.121T THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-e S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No,
20-0406.03
Expiration Data 05/26/2026
By Z:� a
Mlam�a • ro�ConVor
No. M705
G W
Ao°
�O'� F20RIDP..�_2
A. LYNNMIL
FL P.E.#
TABLE 16A
MWWn Caphi Table (Ibwli
Opening Y48th (for wrlim f9pare tp
mlyNm) or Opening H•lght
(far ro5tf>t4elysparnr0 miili0re)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
MM
win
rain
I In
win
100N
1M In
14.0
Irvin
4a
.
re We
LosMp
TnpTXeq,
L-ft
heemeda,
lwJlN
iyVlllI
Wgnp
rectengtlu
I.ret,
Tryl/Mep.
Lonea
RNMN&
heft
Tel"Weei.
Lei
ReclagJx
(aM1q
T�e"Tehe
L-i
RwoN a
lutlry
rrq hek.
lnYlg
RettupOx
laan0
Thol"lp.
lmmN
AOlb pllr
Iw9rN
TyYfN1p.
Wtlry
(ANCHOR
(D ) x `MULLION
DEG.
DEG.AL
BAYSSuu3�'g
h
Ti
d$
irc
s
6`d
8
i
y
d`8
3Ea
a
d`&
dd
a
sCR
�g
3�
i�
g
G
F
�.
F&
3�
e
dF2
aS
2
=ANCHOR CAP.,
USE 'ANCHFORMULA CI OBTAIN
THE 'ANCHOR CAPACITY
REOUIREO°CORRESPONDING
TO UI ACTUAL PRESSURE
REQUIREMENT FORT HE
0k
170.011
I70.11
1 US
17001
]N
I 170.0
1 47e
1NL0
I M5
ink
SIX
1M.01pEI
tM.o
1 519
l7ko
I nfe
Wool
%t
I]O.B
I IM
IM01
III
170.0
tµ5
I ira0
I 5N
Ink
1.
1700
In
twa
mt
Ink
Sh
NM
t]O.o
fig
tro.o
4{
t]0.0
EO
1]0.0
9N
170.0
BCt
1ra0
WO
tA.O
it%
1]0.0
851
t]0.0
1'PS
1TlA
SR
1]O.o
1417
IMP
WI]
fw.]
1Wi
1]AO
Bw
tbA
107
1]0.0
SW
1216
100I
1]O.o
ml
OPENING, YdHENRIS LOWER
50.01
Ink
747
170.0
M]
Ink
MB
1NA
Wt
Ink
INS;
fmo
W
1m.0
110
IM-0
]T1
1roA
INS
1m0
747
1TI.0
14W
1R0
M
N].f
i%2
IMA
1R
INA
1%2
fm.o
]%
110.4
15R
IPI.o
IN
THAN THE MULLION CAPACITY
Nin
1ro.0
7M
1M.0
SH
1wA
B45
iM0
01
170.0
itte
Hao
7S4
im.0
1273
Iro.O
Bw
IR1A
HN
90.0
01
1%3
145
1M0
w5
IMd
14%
On0
Mf
110.9
14%
1M0
SM
M.0
14%
1M.0
Mf
(FROM THE TABLE) OF THE
SELECTED MULLION MOLL
wM
Ink
5M
170.0
701
170.0
ISO
iMA
M)
170.0
1N0
170.0
Mp
157.1
INS
1ro.0
W
1Sa1
1]OB
loll
MO
12.]
1309
InS
Bw
INS
1308
15>.1
M2
M.e
tm
15L1
No
me
1]M
loll
pM
YIELD A MINIMUM ANCHOR
1]OA
00
170.0
N5
IMA
tlt0
1R0
5%
1528
13Q
R0.0
NB
IQo
1N]
INS
Bw
U&T
1247
loi
w5
114.0
IM]
1N]
M
%A
1N]
IN2
BM
MA
CHI
1%.l
IS
71.3
1b]
1M.]
%5
CAPA0M MAYITI
USED TO QUALIFY
USED TO QUALIFY ADDITIONAL
.y
WN
170A
T4
170.0
]M
1701
1100
Ira0
wJ
IW4
110
111
MS
1MA
1fw
147..0
Bµ
115A
HN
IMS
BN
1NA
t1w
tA!
914
MA
Hw
t1i
SM
742
IIN
118.1
No
NO
HIS
I1LI
MJ
ANCHOR OPTIONS FROM THE
3
Rh+
161.6
1010
10.8
In
13l.7
1010
l*UI
5M
11SA
1m0
Vol
W
101
IOO
114.7
SSS
MA
1010
105.6
B17
818
1N0
WA
W
M.9
iN0
MA
11n
M.7
HIS
81,0
7w
0.5
1N0
M.7
1M
ANCHOR CAPACITYTABLE
Note
137.4
pM
11]b
m
114.5
w0
Ima
P5
%.1
No
10i1
]et
Ito
M
Oa2
]19
MIS
B0
N2
7!8
for
OM
Mil
1M
51d
Bw
74.7
n5
0.1
we
71.2
n0
42B
w5
""I
TO
'i
IDF
tZ].1
M1
tY2.8
]54
iM.B
on
1125
7J8
w,8
Sol
wB
M5
R.4
M
1
7T3
MA
oM
BI,O
PN
no
wt
75A
W
no
01
WI
WT
45A
OI
N.5
IN
W7
M1
W.7
aR
wM
82]
SN
0.4
5i4
W.B
NB
R1
SN
50.1
0K
MB
551
St.]
BW
5fi1
545
µ.0
BM
50.B
55]
NA
015
47A
5%
346
SH
11.3
]18
P.5
BN
M2
01
MB
M
MS
9M
Win
0.3
5N
mt
50
Sax
SOB
M.1
4M
44]
5W
S1A
W1
43.8
W
45.8
4w
J7.p
SO
{1A
US
%.1
5M
]B.1
4N
M4
588
JJA
4M
M3
M
M.S
IM
n2
0B
101
47.9
441t
NA
4O
31
4W
412
Np
N2
449
%.]
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M.p
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11.T
Bw
MB
µe
ID.0
M!
no
W
Mf
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W
M.]
JM
17.1
µp
MA
111 M
441
tl5
U.0
MS
W.1
4M
M.p
37B
JIA
dM
MB
3)5
P.0
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M.1
US
US
M2
]82
rif
IS
N.0
9W
tIA
p5
M.>
150
15.8
4M
148
3N
1MM
N.B
3N
%.5
llf
Mt
W
Md
JM
US
M4
no
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nA
Sm
'12A
n]
IB{
984
M.4
St3
t7.3
3N
10.7
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1N In
0.2
253
MA
pi
10.8
m
17A
PA
TABLE 16B
SbaM:
z7R Comee
3k GnclNe
3.B Cpp.
14Mr Wtl
raw mu
IT NtW
Nett'
AnchOf
Capacity
MCM T]W:
3no.
1WRCM
Vd'Ecp
Uhene
yiS LaWq
UPPI
t/4`hWnh
Uni
b1C Eko
L91km
114 Eko
tBhim
1M FIPo
WKbI
JYP Meek
1Atecae
1/PBwk
1RttOm
1la"$$EWo
Aple ter
SiC Elca
IAtr.cnn
tl6'BB Eko
ABgeGex
MOBb
ft. SAN
M2.
See m)
N261
Sunn IGSJ
(ne)
Fb2e Gstarcepnl:
t'
21
1'
2-1/2
1'
"1
21
TVS'
1•
AIAr
f•
'61/Y
1' 2-1ll
1'
2.tIS
T
31R'
Y
09Y
OX
0.3H'
Fm4Enne In,
1-19'
I 1P
I 1yY
1 1.VT
I 1.oe
144'
1 1.1P I 1y
I
It-1/4'
l4ni
1-V4'
1.1/Y
i-IW 1 1-1/4'
1-1IT
1-1/4"
1.N4'
1.1/Y
Y
l4or
1.
1NIq
3Aci-So S'i U.C./(2)2fSAry0eGp/IGq.
tI:
ffi31M
38JIN
4`Alee
7Sc
]10b
WOBb
2M es JI
imer,
M.
of
Y IM
1{ rd
2WIM 3Mrn
YA ft
SW be
374M
Ty lb
0981N
Ulu
Woe
N01[6
4 Amito 3,S MM.DG1 III bb Aryx CNf /1iI0. Rk
7M Ih
2WIG
]w l4
16)aM
BM py
Iki
Wlb i..
R3N IN
$IOIb
.1.
NA
11.1.
eir. .o*
610.
11WIN
7. IN
AN he
fiti
EMb
WSIb
11MIW
e AmhW3QZOm n. O.C./ 2a5 G /1F-9/
t1M IW
itM ICI
aSS qe
224we
Note
ISM
I Settle MUI
22511
NA
9401N
NA
tON l4
0461G t1101Le
BAb
N'/S be
WA
tYAly
WA
Iiii
I=--
1W3pa
FIGURE 1:
F --] Ll
FIGURE2.
FIGURES
ANGLE CLIP (FIGURES 13) 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 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2T.
HOLES TO BE DRILLED IN THE MELD 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 (MU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063.T6AND BE A MINIMUM OF AW
THICK. STEEL STUDS TO BE A MINIMUM GRADE M AND.W" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST. 12S THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MAii #108 #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S.
PRODUCT REVISED
his complying with the Florida
MIMing Co#•
NOA-No. 20.0406.03
Eeplre60e Dete 05/26/2026
BY L/7
MIemF-0e0• P�enbol
.A, No.58705
;poi`'., s�dTEOF�: w;
i AsJ' ?P
"',19 NAL IA
A. LYN FAILLl�k, P.E.
FL P.E.# 58705
1y F—.125'
STANDARD CLIP
20W
SOSS-TB ALUM.
X-SECTION
CCGyyGyyl!
r.135"
5.600'
3125' CUT HERE TD .37V
.375' _ CREATE FLL1P. SEE MIN.
MIN. r DETXLFSHEET4
L
375'
MIN.
STANDARD CLIP
9081TBALUM.
CENTER OFANCHOR HOLE MUST LIE TOPVIEW
NRTHIN THE DASHED BOUNDARY. SEE
SHEETS S17 FOR THE ANCHORO.C.
DISTANCE. MA%IMUM ANCHOR HOLE
DwMETEft: ANCHOR DIAMETER � 1/16'.
37E
MIN,
T
T
2AW
U16 L
I 6063-16 ALUM.
%SECTION
125•� I 4
i .J40" L
F .338°MI14.
A I U CLIP
606ST6 ALUM.
TOPVIEW
ZCENTERTCF�HOR
LE MUT LIE
HE DASHED
BOUNDARY. SEE
SHEETS S17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER a IAW.
TABLE B
P X 275• X SET MULLION
6U6STo ALUM.
XSECTION
r-11--AW
2C5 ANGLE CLIP
NIS1T5ALUM.
2.C)(%SECTION
125'
.376" MIN. F-
2X5 ANG ECLJP
ALUM
60A}TB ALUM.
OPV EW
CENTER OF ANCHOR HOLE MUST LIE W1THM THE
ANCHCHOBOUNDARY.SEE SHEETS Ste FOR THE
ANRO.C.DISTANCE. IMUM
HOLE OW4ETER: ANCHOR DIAMETER � 1H8'.
Mull Dimension fsheet B)
PDT Part#
Mullion
SIB. Clip
Ogmt Cilp
U-Clip
Angle Clip
V X2 XAW(5)
66WS
686117
6661116M
668243M
665511M
1"X2 X.375"(6)
666006
6WI14M
66511191M
666244M
668512M
1• X 275- X.375" (7)
666117
666115M
6661120M
666245M
666513M
1" X 2.7E X SST (8)
66"
666116M
66Rt 121M
668246M
SM14M
1"%3.12E X.S00"(9)
66G17M
6661116M
M1114M
665242M
OWSISM
1.2E X3.160" X.265" (12)
66841
6661117M
11
66613M
BH8241M
66851 6M
1.25'X2.1t"%.125•(i6)
89370
WA
WA
WA
S86517M
OFFSET CLIP NOTES:
6063Te ALUM.
TOPnEw 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9,12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O C. DISTANCE.
TABLE A
Dimension
Value(in)
For Mullion:
A
1.825
1"X2X.12E
Aluminum
Tuba MUIR.
B
2654
C
0.895
D
0.740
A
IA25
1'X2'X.37S
Aluminum
Tube Mullion
B
2.404
C
0.635
D
0.480
A
1.875
1-X2.76•'X
.375 Aluminu
Tube Mullion
B
3.000
C
O7S7
D
1,118
A
1.312
1-X275'X
.S50"
Ahurenum
1w. MUIR.
B
3.000
C
0.478
D
0.838
A
20W
1°X3.12S%
T Alum
Tubs Mull
B
2.837
C
0.883
D
137
A
2625
1,25•X3.188"
X.26S Ahun
o* Mull
B
3.282
C
0.882
D
1.782
12 ' x211•
A
1.813
.121' Alum
Tube Mull
PRODUCT REVISED
Buomplying with the Florida
ilding Cede
NoA .. 20-0406.03
E,whni tion Bea OS/2612026
By
MIam1-0ade— Pmdu.t lentrol
tF r wo. sa]Os
=v
=�C) IA OFF = (
�i�So.A(ORIOP. _.C7\a
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, I A. LYNN MILLER, P.E.
FL P.E.# 587M
1.0 . �-
1"X 4" X .12r
MULLION
BOBSTB ALUM.
%SECTION
12SX325'XJW" 12SX&2 X'SZP
MULLION MULLION
600ST6 ALUM. 6005-T5 ALUM.
X�SECTION %SECTION
I
125'
30'+
00' BAY MULLION
XSECTION
1"X CX.37S
T-MUWON
MB IRIALUM.
XSECTION
_11260_
rpq
3.94"
v__sr
oo"
..
+ .82P 1-
1.25'X 3.w' X.624'
MULLION
B0 MUL ALUM.
XSECTION
LON
tIM.
NI
T r I
226"J �—mr-4
NOTES'.
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE57RICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL IHSTALIATION METHODS,
2000' .12S STANDARD CL
808&16ALU
x-s[cnoN
I 1
790
I
2.12 2� 2XSANGLECUP
LLOLw IXSSTBA UM.
600SECTI N I XSECTON .125'
r XSECTXXN L
125'J
CENTER OF ANCHOR HOLE MUST US WTHIN THE
DASHED BOUNDARY. SEE SHEETS 1020 FOR THE
ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER - 1I1S.
CUT HFRE TO
�'
.375' 3.126"� _CREATE FSW,BEE '31S
MIN. DETNtf, SIB.T4
Ct
.375"
1
ANCHOR HOLEMUSTUEWTH
I
I I
THE DASHED
I
I 1 I
I
I I
I
F
SHEETSBWNDARY.SEE
SHEETS tan
FOR THE
JI
F 1 1
I p
ANCHOR O.C.
I
I
DISTANCE.
IMUM
I
AN HOR
ANCHOR
DIAMETER,
L _J I L J
ANCHO
L _1
DIAMETER.IAW.
USA
STANDARD CUP
UiAIP
5063
CENTEROFANCHORHOLEMUSTLIE 6 TSALUW
804RT8 ALUM.
TC
WITHIN THE DASHEDBOUNOARY. SEE TOPMEM'
TOPNEW
SHEETS 1017 FOR THE ANCHOR O.C.
TABLE
TABLE C. CANT.
Dimension
Valw lln)
For Mullion;
Omentlon
Value on)
For Mullion:
O
1.000
1
.125'
Ni.
The MW6an
i.g3B
1.2SX9.2S
XS24'
Aluminum
Tp, MWINn
G
H
I
0.8W
1.438
3.25D
H
I
268D
30W
F
G
3.167
0757
VxX x
37T
Al.inan
Tub 6 T
F
G
2.625
1,125
1.2T X3.W
X,W4'
AXm.
TW Mullm
H
I
2.430
3000
H
1
1.500
3.260
F
G
220
0.750
1.6 3W
X.10R
N.I.
TMM Mupbn
F
2513
30"ea Mog
F
2.675
M' DayMull
H
1
1.500
1250
TAR1 F rl
MWI Or ones
Fsiloetq
PGTParIY
Mull.
Ba. alp
OIMOI
L fip
Angie alp
1"XCX.12S(tq
69b4
666111M
B66112TA
BBB241M
65Di18M
1'XCX375"(11)
.110
Swim
666t12N
666242M
tl665IN
,'X4'X.37S T(ll)
66�3
BBBt 12M
8661123M
866292M
OBBSiMd
125-X325-X.10P(13)
20160MR2
M1127M
6661124M
6662410M
5665115N
1.25'X32SX.BN(14)
M61IW315
BBIHIM
6661125M
M2411M
6665116M
1.25" X394'X.62C(15)
20IN
8881117M
636t12DA
M241M
SWIM
30De,RI
esug
WA
WA
WA
6665110N
45 Diren(201
illew
WA
WA
WA
M5111M
PRODUCT REVISED
9ucomplying with the Floritla
aing I:".
NOA-No. 20-0406.03
E"I etion Dote 05*1512026
By Ga
MIamHOmda Product .nntroT
............
CEASE
�. .' N0. 58705
A. LYNN MILLER, F
FL P.E.R 58706
*.I
TABLE E
Mull Dimension
(shoot I#)
POT Pan
Mullion
Sid. Gip
1 U011p
Angle Clip
Y XN'X25'(18)
66W2
856261M
686271M
6MI12M
12'XTX.25'(17)1
88804
1 U6262M
1 OM72M
I ONS113M
NOTES
—1ryyy�--.125"
FCA STANDARD CLIP
G�Jf M1MP M.
X.m C.TtnN
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING '1
DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. 14�.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
5.5W"
CUTHERETD
3.
CREATE FLOP, 376*
. CC _ SEE DETAIL F.
MIN, N MIN. .
� MIN. C SHEEMIN.
r-2.00Y—I
rxa'x2Y
MUWON
GOB&Tf A ulv.
X-SECTION
2-X 0' X,W
MUWON
0 TO ALUM.
X-SECTION
q—
I
I
I
I
I
I
1
I
I
I
I
I
1
1
I
1
1
I
L-
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST UE
M0 TSAUM.
WITHIN THE OASHD]BOUNDARY. SEE
TOPVIEW
SHEETS IS-17 FOR THEPNCHOR 0 C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER a iHY.
.37Y
MIN.'
4—
W
S-50Y
CUTRIM ETO
3.500'� CREATE FLMF,
_ SEE DETAIL F, SHE
E <
vs.�'
MIN.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
1
1
I
I
I
I
5.M3
STANDARD CLIP
GSB3TSALUM.
TOP VIEW
F
ULUP VSANDLECLIP
B1M ALUM. 0000.TG PLUM.
:SECTION 2,pOp+ MKTION
L 125"
U-CLIP. BIIBSTS ALUM.
SW FOR r X C MULLION. SHEEP
TOPVIEw
CENTER OF ANCHOR HOLE MUST LJE
—WffHIN THE DASHED BOUNDARY. SEE
U-CUP
SI AWM.
�D FOR 2- X G' MULLXNI.SiUT 11FOR 2- X G' MULLION. SHEET 1T
TOPVUM
j_________________
I
i
I
i
--------------------
2XSANGLECUP
CENTEROFANCHORHOLEMUSTUE oxB mALUM.
WUHIN THE DAS W BOUNDARY. SEE TOPJIEW
SHEETS 161] FOR THE ANCHOR O.C.
V5 ANGLE WP
0003-T0 ALUM.
TOPVIEW
PRODUCT REVISED
complying with the Floridaeulemg cpae
NOAJNa. 20-0406.03
Expiration Date 05126/2026
By 0:�i
Mhu l-0pae Produe< control
Q! _
N.58705
2LD �=
�%
.;�ORiOP.' \��
(t` SS,ONAL ECG,,
/ TTI/IIII1111\\\
A LYNN MILLER, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NOANCl10B9 W M6N
r
MULLON
LENGTH
BEE
SEE
FENEBTRATON
O"Nut,
PROOUCTB
SHEETS
APPROVAL
J
4
4
DEruLs.
SHEETS
NOANCNORS
I I WNDOW SLL
L
u
r
^ c�i^V�MIILLNI
EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS XNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1 W. THE OPENING REQUIRESA DESIGN PRESSURE OF Hi0.pA8p.0 PSF,
1)INITW.LYASSUMING THATA 1' WIDE MULLION IS SURABLE.THE MULLION LENGTH IS92'ANOTHE OPENINGWIDTH 1532'+32+1'�S'. REFERENCINGSHEET25,THECOWMN USING fl
RECTANGULAR LOADING MUST BE USED. SCANTHE MULUONTABLES FORA MULLIONTtMTISAT LEASTTHEWMNDOWFRNAEDEPHOF 2.19'ANDLMLL MEETOR EXCEED THEREQUIREO E
DESIGN PRESSURE OF+80.01$0APSF.IF THE TABLE DOES NOT SHOW THE IXACT SIZE, USE THE NE%T TARGET SIZE AVMlABLE. � d
FROM TABLE 3A, SHEET]. THE 1-X 2.75- X 3]5'MULLION (LENGTH •]T, OPENING WIDTH -]Oh MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE I3+1-583 PSF AND MOULD O
NOT BE SUITABLE FOR THIS APPLICATION. p �.
Y
FROM TAKE 4A.MSHEETSTHE 1' IS AP X.65T MULLION(LENGTH =]T, OPENING WIDTH =]O'F HAS ADESIGN PRESSURE OF+Al2.]PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. _.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANDTY AND CLIP TYPE REQUIRED FOR THE WOW SUBSTRATE. BOTH THE STANDARD CLIPWITH (4) #12 ANCHORS AND THE 2X5
ARGUE CLIPS LATH (4) Y12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS N60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE ]2.] PSF WITH AN ANCHOR CAPACITY OF 836 M. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF:
(60 PSF) X ( B636 LM a 5245 LBS (MAY BE USED TO QUALIFY M 10 STEEL SCREWB FROM TABLE 48)
ii7II
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2a . THE OPENING REQUIRES
DESIGN PRESSURE OF+5OV-55.0 PSF,
FOR THE VERTICAL MILL
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 3n]2'+I'=1Do- AND THE OPENING WIDTH IS 35"+38'+I-=M REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+W.N-55.0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT Ste, USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A, SHEET ], THE I-X 2]5-X .375' MULLION (LENGTH = 1W, OPENING MOTH - San MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS+bt5.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SHEET 16, THE P" X 4' X .250' MULLION (LENGTH1OS', OPENING WIDTH • Nin HAS A DESIGN PRESSURE OF -F64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2• TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38•+3B'+P=74', NOT]P AS PREVIOUSLY
IP 1. V IS-1.1-
AWUMED. VERIFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO NMNIAW
THE ]3' DIMENSION (3S1rz•+35-1rz'+Y•]J�.
PRODUCT REVISED
as emplYing with the Flodda
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUMETHE POURED
Building Coda
NOANa' 20-0406.03
CONCRETE HEADER AND SILL ARE VWIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8% CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) WI V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1rz' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
ENpintlon Data 05/26/2026
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF Wt LBS.
/
FOR THE HORIZONTAL MULLIONS:
BY !/d
Miami- ada�ptd
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .25V MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL. MUMS. ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS W" AND THE OPENING HEIGHT IS U'-7Z-2- •IOS'. REFERENCING SHEET 25, THE COLUMN USING TRAPFZOIpAUTRWNGUTAR LOADING MAY BE
USED. FROM TABLE IM. SHEET 16, THE 2' X 4-X 150' MULLION (0 LENGTH = 42'. OPENING HEIGHT =120'T HAS DESIGN PRESSURE OF.1-1TOO PSF WHICH E)(GEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE r
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE WCARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZX5 ANGLE CUPS WITH
(4) MV ULT MN ANCHORS AT MR EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACTY OF 540 LBS WHICH M GREATER. AND TNEREFORE SUITABLE, FOR THE REQUIRED
W I I 1 H H
33 yiY LYN/ll 2
ANCHORCAPACITY OF$21 LBS.
`3`SNO
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE GCUP SHOWS THEANCHOR
LADEN
CAPACITY IS 1074 USS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENTOF
ANCHORTYPEISAMI2STEELSCREW.
-•k .' NO 58]OS
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
0 *-
.16 .] PSF FROM THE VERTICAL MULLION.
+l-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU;
- �
�`
��O '. O O
-F170.0 PBF FROM THE 38• HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION),
A
..(\ ((A.
THE LOWEST DESIGN PRESSURE IS+Ifi41 PSF AND MUM APPLY TO ALL OF THE MULLIONS.
''�WS.:F<ORIDA,.
AAANAl..�l�N 15\
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A LYNN IAILL[R, P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL RES 58]05
EXAMPLES OF RECTANGULAR LOADING
nmPW
�
IM
p %m
1
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
WWAt
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADINGOFHORQONTALMULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION
I
ill
i
I
�
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANELOF HINGED DOOR IS NOTCAPTURED ORANCHORED WITHINTERSECTINGHORIZONTALMULLIONS
LOADING OF HORMNTAL MULLI
Hl
PW
LOADING OF (2) HORIZONTAL MULLIONS
EXAMPLES OF TRAFEZOIDALJITtMNGULAR LOADNG
HINGED
DOOR
Fol
11
�I�I V III, LOADING OF VERTMd�L MUWON ? OWL
1
Z
LOADING OF HORIZONTAL MULLION Q a N.
H Q N m
F Z
0
mo
LOADING OF VERTICAL
MULLION
N
za
�s52
a
k§C�
SHroH
��
SO
PRODUCT REVISED
O complying with the Flond.
Building Code
NoA . 20-0406.03
EapbaNdn Bem 05126T2026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
By
MULLION
Mluml-0ede PteduPt
NOTES:
I) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PIN CONFIGURATIONS.
CONFIGURATIONS NOTSHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
`I I I I I L II q11
���,0 .... ......
N����i�
2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
1�; '' JCENSE.. ((
PW
RECTANGULAR LOADING.
j * Nc.58705
3) SEE CAPPROVAL FOR
LOADING OF HORIZONTAL
MULLION
STATE Z�:!(�:
''iS�ONAL E��.�•
A LYNLLER, P.E.
FL P.E.# 55705