HomeMy WebLinkAboutNOASCANNED
BY
M®� St. Lucie County
ir'IIAl1'll-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .mlamidade.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 Mianni--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: Se "es ` ' T"�ligp�drE ruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: rawnng o. G30(1JI2 titled "hnpaek—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 125, prepared by manufacturer, dated 08/29/11, with revision B
dated 10110/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Bach 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 tine 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 NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
Thesubmittcd documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.03
MIAMI•DADE COUNTY ( &xpiratlun*'" ..M_ay-2 ,2021
(fI jl jl (o ` Apprnv~,I'D`atc 7Apil1 4 N
Pagel
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and 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'fest 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 Ahru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5t' Edition (2014), prepared by manufacturer, dated 01/29115, 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
�/7 9
Mont e a ez, P.E.
Product Coat of =.i.;er
NOA N . 6-D21S.o3
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued' by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT' Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel P.E.
Product Contr 1 E �roincr
NOA No.-0218.03
Expiration Date: May26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENINGWiGMEORVERTICPLMULL
MULLIONS C "� NEEDETA4
BAI
SHEET8�
SEET32J
i %� III-II'H
6EEG TIIl9
AMPOG:
SHEETBtd
/ 111
;II �.\ _
"GEE�GETAR8
LNG,N4LL -I-- BXEEi83J
UWGfi HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL rOPENWO WIDTH—�1
_-1 LENGTH I— _ _ I
flX�EILTLE„OYIIN rL - -
SINGLEMULUON SINGLEMUWON
., SEE GORSES PONDING OETA6S
� FROMFIGUREt ABOVE
STANDARDS USED:
-2014 FLORIDA BUILDING CODE(FBC), SW EDITION
FANSUAFSPA NDS2012 FOR WOCD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
-AISFSIMOT52.2010
GENERALNOTES;
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ME SHOWN, EACH SITUATION IS UNIQUE AND SHOVED BE
EVALUATED BY AN EXPERIENCED INSTALLER FORTHE 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.
ARCIESTOBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS MULLIONS
NSCRIBEDIIBME HAVE BEEN TESTED AS"FRE6FLOATING' AND OO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHALL
RECTANGIAM NOT HAVE A GAP OF MORE THAN II4'FROM THE CLIP.
SINPE
1 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U181 THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
/ ar,eua.a I PRESSURE OF MULTIPLE MILLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
OPENING
BFIOR BI WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SUE SHOWN ON THE TPBLE(S).
OR
MOPI2p1i/L
SEEDETAE, MULL TIANCHDR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGANCHORS ORSTUCCO. COWOOD OR CORROSION
ERBISTAT
WEE13 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION 0.E91STANT
AS APPROPRIATE PC SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FM67MTION R) REFERENCE TEST REPORTS: FTL-W% ELCO ULTRACON(AGGREGATOR NOI
PNOPICISPAY
'BEOVANYTYPE. 9) MULUONG AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH WE REQUIREMENTS OFTHE FLORIDA BURDING
LOST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS MULLIONSARE ONLYTO BE USED WITH
A FAETUEOD
BYPGT. PGT-APPROVEDFENESTRATIONPRODUCTSRAMWC-UPRENTAPPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE MVHL
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDNIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOX
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFPI FOR THE OPENING USING THE ASCE•T STANDARD.
2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCI'G FRAME DEPTH
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING 15'RECTANGULAR' OR TRIANGULARrtRAPEZOIDAL'.
SHALLMEET
MULLT02XWOOD ........................ 2
MULLTOiXAMASONRY........... 2
INSTALLATION NOTES. 2
MULL TO MASON W-................... 3
u
PX
0_
MUU. TO S TEEL STUO......_.__... 5
MULLTOMULL ..... ............._...._. 3
5I
ANCHORSPEFR...........�......._..J
N
MF
ALTFRNATATECLM9_____-.4
Z
BAY MULL INSTAllATIOW......... 4
O
t%2%.125 MULLSPECS_.___6
J
t X 2 X.3T6 NULL9PECS.__._S
1X215X.9]6 MULLBPEC9._._.]
ll
a8
X2i26XMULL SPLGGS.._.8
W
Z
L X4X.125600MULPBCS—..._e
m
O
p
1X4%J]fiT 1,
L..
Q
MMLSPVa....
1%4%.6I6TMULLSPEGS._._1,
W
1A6 X3.106X.2fi6 MULLSPECS_T2
1.58Y3.25%.1BUMULLSPECS.... 13
Z
W'e
1.25 XG25 %.624 MULL SPECS....14
SEI SPECS....16
2X 4 %39 MULL SPECS.._......... 18
2X 4 .29 MULL
?
ZQQ
...............1]
N
i26X.2BMULLSPEGS
F
1N
X'X3.21 AY MULLLSPECS_.18
93' %>.26 Bay MULLSPEG9....... 13
1-
Q
13'%G26 BAY MULL SPEC&._...N
Q
O
Z
MULLION ACLW n151Ex9bN5_.21.23
f-
2y
w
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LES). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
6) FROMTHE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOURACTUAL SUBSTRATE CONOMON(MULTIPLE
ANCHORISUBSTRATF!ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHAT THE REQUIREDANCHOR
CAPACITY IS MET.
T) IF THE MULLION CAPACITY(LESTI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LEI FOR THE
OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE ALOWER 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 IL3S6T) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VAIN ES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORAPERMR.
FL
LYNN
No. 68/OB
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CUP SHOWN)
a
P
a
I ,I
ai0.M4d I11
1
EXTERIOR
FRONT VIEW
a21443FOR.E
um
EESNEETS IXATIOM
DG
EE
DI TANM
7-FOR W WD
4 °a S360'MAXFgI
PllIMUOS,
DETAIL B:
MULLION ATTACHED TO 7X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
ad
EXTERIOR\ M/
EWE
OISTGNCE
WEOFFSETUIPIS
RECOMJF MC RXL
f FnM1ED
WBI (MSAUIMY
usD BEusEDw
pIHEl1 ERNAETYPEs.
TV mmm
PERSLBST-1 .
SEE T/.BLE41&16B
�EWHEND
E TM
SEE T/.BIES
1B-I40
SIDE VIEW
INSTAILATIONNOTEH
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNO OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ME FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR IWE.RIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
S) WOOD BUCKS ME OPTIONAL SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMMADE COUNTY, USE ONLY MMMPDADE COUNTY APPROVED
ELOO ULTRACON OR ELCO VV B.S. AGGREGATOR MASONRY ANCHORS
MULLIM
fiucNSTRIP
Tw. NIGIDR
M,D
0
PERSUBSTMTE.
iN
6EESEETPSLES1BnE0
BY MHERS.
SEE NOIE I.
Smut.
-
..'
I I
1
.•.. .j
"1.
I
MW2]x9 '•••.
EDGE
1
I
WVCTiETEORLM111'
I_�_DISTANSE.
SEESEETIBlF3
,I
V, I
EWEVISTANCE
13.1w
IT
A
FORMPSDNRY
AmSMS
/
SIDEVIEW
E-aRt
4
` TP. N1CNttt F 8 al 8� i�
PER TABLES
In I,
SEE TABLES IBB
SUCKSTSP
MD
r ATTACWENT
BYOiHERS
EMBF➢I MEM• . SEE
NOTE 1.
SKEET
BH1.
MM]:tKStL Maw
F.RONTWI PRCDUCTREVISED
m comPlyiNlWiO pn PNIHCE
OWIBiDp O+EP
Qint�'wIDNB Q,p21
RriWlll dehONn".
ND.58T05
PL P.E.0
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE'
(STANDARD CLIP SHOWN)
m
RIOR a 4. EXTE
a
FMORNASO
EDE ONCE
NRY
ANCHGRS
TYP.ANEHCR
PE sussTW m
8EE111&I35
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHORDISTANCE, THE
CORRECT QUANRTY MID LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABIES ON THE
FOLLOWING SHEETS. FOR DETAILS AD, EI'THERTHESTMIDARD OR INTERIOR CLIPMAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMIDADS COUNTY, USE ONLY MIAMNDADECOUNTY APPROVED
ELM ULTRACON OR ELOO IW S.S. AGGREGATOR MASONRY ANCHORS.
1
FRONT VIEW
EXTERIOR
DETAIL E:
MULLION TO MULLION
—I .f26•MIN.
INTERSECTION
NOTES:
(U-CLIP)
1) MAY BE INSTALLED IN'TEE' OR'CROSS'
INTERSECTIONS.
S
I
2) MAY INSTALLEDVERTIHORIZANTPLLY
(SHOWN) OR VERTICALLY,
(SHOWN)
L
3) SEE LLCLIP DRAWINGS SHEETS 21.23
TOP VIEW
p
FOR CORRESPONDING MULLION.
FRONT VIEW
wILCNM um
EXTERIOR \r
SEE SHEETS 2I-23 FM
HCAELOGTIONS
EDGE
DIST Nce
s ETABLEs
leas
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
NOTES:
1) FOR M WOOD -BACKED STEEL STUDS, W000
ANCHOR VALUES MAY BE USED.
2) SEE OORRESPONDING MULLION TABLES,
SHEETS 5.20. FOR QUANTITY OF SCREWS.
SIDE VIEW
`""N VNHN ........ Y�Y
? S�•,%N. ..EN3F `�,OR
Nu. GSI03
EOF
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SIDE VIEW
SHOWN WITH I. X4'X.12T
MULLION
Lf
EXTERIOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26 X 2G P X.12W MULLION.
2) SEE TABLES 10-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS,
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
OTOPIVIFW
Ha
F
O NOTES FOR INSTALLATION OPTION G & H
G
1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES IS-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 15B FORA14CHOR QUANTITIES AND SNEET 22 FOR HOLE
LOCATIONS.
OR GUCTREVISED
Iis nlvinx wiN Wu FIoiML
`xO DA. IYNN AAl((P
.. "ENSF A
='.Fi 0n.59105
P 1A
Mullion Capacily Table(I)ISM
Opening Width
Ybreliwlly parzim
mulloin) or Opening Helght
(for tn0wriallisprrIM mllan)
01.
601.
701n
501,
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310
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125
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
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NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR HAI I EHN MIUMLISJK Vv UEOP Inc of nl nu Uur. 171 CIRCLED VALUES ARE USED IN THE EXAMPLEON SHEE1 ln.
FIGURE I: FIGURE2: TABLE NOTES
1I SEE SHEET / FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
-- SEE SHEETS 2.4 FOR GEN ERBL INSTALLATION METHODS.
FIGURE3:
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE4: FIGURES: FIGURE6:
•ff-0 7 •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOROPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-2&
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTATES: CONCRETE SHALL CO RETE BLOCK UNIT(CMU) SMALLCONFORM OSPECIFICATIONS. ED
CONFORM TOASTM G90.R WOOD SHALL BE PRESSURE-TOREATED
YELLOW SOUTHERN PINE WITH AN SO OF O.M. ALUMINUM SHALL BE E063-T5 AND BE A MINIMUM OF.125'
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (IS GAUGE). STRUCTURALSTEEL TO BEAT
LEAST.125- THICK AND A36. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL, #to & 012ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR410 S.S.
=ANCHOR CAP.- I
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(DP )XMULLION CM..f-f-)=ANCHORCAP...
USE THIS FORMULATO OBTAIN THE -ANCHOR
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TABLE 14
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FIGURE 3:
ANGLE CLIP (FIGURES 1.3) MUST Be USED W 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 OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.12F
THICK STEEL STUDS TO BE AMINIMUM GRADE 33 AND .045' THICK(18 GAUG% STRUCTURAL STEEL TO BEAT
LFAST.125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EKTENO AT LEAST 3SCREW THREADS BEYOND
THE MATERIAL. AIO 3 #12 ANCHORS INTO WOOD MAYBE STEEL, 168 S.S.OR 410 S.G
=ANCHOR CAP._
FORMULATOOBTAIN
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X-SECTION %SECTION %SECTION
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TABLE
TABLE C. CONT.
I
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1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 620 FOR SUGGESTED, APPROXIMATEHOLELOCATIONS.
3) SEE SHEER 24 FOR GENERAL INSTALLATION METHODS.
I
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Alurumn
TU6uA'T
F
G%.6]A'2430
2.625
1.26'X3.94'TST
Alominum
lUOP MUIWn
IF-
H
1
1.500
3.250
2250
1.2WX3.25'
%.1D0'
TOP Mullion
F0.2W
FAlMnimnn
3260
MIN.
2XSANGLECLP
6063-T6ALU L
TOPVIBW
Mull Dlm.ngon
(iloelt)
POTP.dg
Mullion
Std. Clip
OffwtC(Ipj
U4IIP
An6I0 CUP
1'X4'X.125'(10)
BBW4
BW111M
W61122M
BBB241M
W6fi18M
1•X4'X.3TP(11)
6010'
606112M
6W112]M
6WN2M
6W519M
1'X4'x.3T6'T(11)
6W53
W6112M
6WI123M
BW242M
W651sM
1.25'X3.25'%.100'(13)
2560
W6112TM
eW1124M
0662410M
6080113M
1.25'X3.25'%.624'(1N
?0161
WB1126M
0601123M
fiW2411M
66W1IDM
1.25'X3s1'%.III1TM
660112EM
EW241M
6W517M
SO D"..(10)
60119
WA
WA
1 WA
MINIM
4311zMeo(0)
66660
WA
WA
WA
6600111M
I1210218.09
am
I LYNN Ap
saws c
'. �•� Il� ILI
A L (�6FL P.E.8705 D.E.
Mull OlmsnslOn PST Pad.A
(eM6s1 A) Mullion SW. CIIP UCIIp A"'o CIIP --i
2'X4'X.25-(10) Gm 666201M 666271M 6665112M
r X6' X.2V (17)1 606M 066262M 668272M 6665113M I STANOAAD CLIP UCLIP 2X5 MOLE CLIP
6W3-T6ALUM. 605;TB ALUM. 6061T6ALUM
2.00" I 2.125• XSECTION
NOTES: %SECTION I %SECTION 2000'
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125 L I .125 12S
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE I 4-1A96•^I T
HOLELOCATIONS. 1.480'--I
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
5 500°—
CUTHERETO 5.007 _ 375'
20W' 3.511T CREATE F R
.375 SEE DETALF. .375' f �75• �— MIN.
MIN. SNEET4 MIN.
T-------- r--------------------T
I I I I 1
4,007 I
f -I-- --- ---I- 3.438' 4 t 3.436" I — ---
.250• 2'X4'X.26' 1 I
MULLION 14W I I
6:63-TBALUM,
X-SECTION i I L
ii T-�MIN L_____________________J F MIN
L_ STANOARDCUP 2X5 ANGLECUP
CENTER OF ANCHOR HOLE MUST LIE MO T6 ALUM. U-CLIXVMULUGN CENTER OF ANCHOR HOLE MUST LIE 6063d6ALUM.
.250' WITHINTHEDASHEOBOUNDARY.SEE TOPMEW SED FORT'%/'MULLION. SHEET IB WRHINTHE GASHED BWNOARY. SEE TOPVIEW
TnGVIFW _
2'X6•X2S
MULLION
60 T6ALUM.
%SECTION
SHEETS S20 FOR THE ANCHOR O.C.
DISTANCE MA%IMUMANCHOR HOLE
DUIMETEA, ANCHOR DIAMETER • 1I16'.
5.500• CUT HERETO
.375' Imo- 3.5DS CREATE FCW
MIN.' E SEE MAL F.
I RXEETG
STMDARDCUP
M0 TOALUM
TOP VIEW
MIN.
@
375'
I
r_____________________1
I I
I`MIN.
�RODUCTREVIS6O
I I
e mmplYina.NMYr Flail
I 1
odlameCoer. I6.OyL®.03
A
i
i
I I
wi. toil
1
DY
4.668'
-
@ t — SAW�.
i — _ — _ _ _ — _'
Ml hs01Ul
LI ll
5.d3S
5. 490
i
`L DN•:INN M17qe �i�
I I
CR1�. 1..\GENSs ' _�
No. 58705
I
_
I
IL I
L____________ /
,975
._
;20R1...... \
UCLB'
2X5ANGLECI-P
}S
DTI/r
fi0fi1T6ALUM.
6063TBALUM
�1[,,11��(-ye`1�
USED FORM X 6' MULWN. SHEET I7
TOPMEW
p, LyNfS AVILLER, P.E.
TOPVIEW
FL FIX A 68705
LA
DETAILS,
DELILS,
$NEE18
9.9
Tr
Maalox
LENGTH
DETARS•
SHEER
23
J
NONKHOH9M WIxoGN SRL
R'
--I1-MULL WIDM
OPEwxowlDm
EXAMPLE 2: MULTIPLE MULLONS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS2-114'. THE OPENING REQUIRES ADESIGN PRESSURE OF 450.014A.0 PSF.
1) INV IALLYASSUMING THAT A 1' WIDE MULLION IS SUITABLE.THE MULUON LENGTH ISTT AND THE OPENNG WIDTH IS 3r43241'-W.. REFERENGING SHEET 25.THE COLUMN USNG
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-114' ANDYALLMEET OREXCEEDTHE REQUIRED
DESIGN PRESSURE OF 460.MD.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACTSIZE. USE THE NEXT LARGER SREAVAIIABLE.
FROM TABLE 3A. SHEET T, THE 1' X 2.75' X.375' MULLION (LENGTH =72', OPENING WIDTH = 70')MEETS THE
NOT BE SUITABLE FOR THIS APPLICATION.
THE DESIGN PRESSURE IB 4A58.3 PSF AND WOULD
FROM TABLE 4A SHEET 8,THE I-X2.T5'X.65T MILLION (LENGTH =T2', OPENING WIDTH= 70') HAS A DESIGN PRESSURE OF bTIT PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING MO MAY BE USED IN THIS APPLICATION NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LOS.
2) USE TABLE 4B TO FIND WE ANCHOR TYPE. ANCHOR QUANTITY MO CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE SOTH THE STANOAI]D CLW'NITH (4)N12 ANCHORSAND THE 2X5
ANGLE CLIPS WITH (4) 012 ANCHORS HAVE ACAPACITY OF SEE LDS. THOUGH ERHER ONE COULD BEUSED.THE STANDARD CLIP IS ETSIERTO INSTALL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL
APPLY TOME OVERMa ASSEMBLY. FINALDESIGN PRESSURE REQUIRES WINTTHE BOTH THE MULUONAND THE FENESTRATIONPRODUCTSEINSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIN E SUBSTRATESANO FENESTRATION PRODUCTSTO MULLION.
INTHISEXAMPLE,THEDESIGNPRESSUREREQUIREDWAB-1i.0PSF.THEOVERALLMULLIONSYSTEMWASDET lNEOTOSE72.TPSFWITHANANCHORCAPACRYOF63SLBS.ALTERNATIVELY,
THEANCHOR CAPACITY ADJUSTMENTFORMULA GOULD HAVE BEEN USED TO CALCULATE THE ANCHOR CPPAGTYREQUIREO FORMS EXACT DESIGNPRESSURE OF 60 PSF:
(SO PSF) X/ 636 LOS 524.SLBS(MAYBEUSEDTOQUALIFYBIOSTEELSCREWSFROMTPDLE4B)
72.T PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS S.W. THE OPENING REQUIRES
DESIGN PRESSURE OF 480.N-55.0 PSF.
1) INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE, WE MULLION LENGTH IS 324TTN'=105'AND THE OPENING WIDTH IS 36" 3TA'=TT. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOWFRAME DEPM OF 23 ANDWILL
MUM EXCEEDTHE REQUIRED DESIGN PRESSURE OF 450.0A55.0 PSF. IFTHETABLE DOES NOTSHOW THE EXACTSIZE. USE THE NEXT LMCERSD.EAVAILABLE
FROM TABLE 3A SHEET Y. WE I-X 2.75' X.3T5' MULUON (LENGTH=t08'. OPENING WIDTH a W) MEMMEDEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS ♦AISt PSF
AND WOULD NOT BE SUITABLE MR MISAPPLICATION.
FROM TABLE 12A SHEET 16. THEr X 4' X.2WIJULUON (LENGTH -108-, OPENING WIDTH-80')HASADESIGN PRESSURE OF 4/E4.T PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED INTHISAPPLICATION. NOTE THEANCHORCAPACITYREOUIRED OF Wt MS.
BECAUSE IT IS NOW KNOWN MAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIOTH IS 36`436'4T=74'. NOT 73-AS PRENOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE TT DIMENSION (35� Vr43i112'4T=T3'1.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTMTE. IN THIS EXAMPLE. ASSUME ME POURED
CONCRETE HEADER AND SILL ARE 8- WIDE, IF THE MULLION CLIP WEBS TO BE CENTERED WITHIN ME T, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
USING THE STANDARD CUP WITH (6) 311V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1W GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, MD
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF BTt LBS.
BECAUSE THE VERTICAL MULL WILL BE A TX V X.250' MULLION. IN THIS EXAMPLE WE WILL MATCH ME HORIZONTAL AND VERTICAL MULLIONS, ALTERNATVELY, MOTHER
MUUJONTYPEOOULDEECHOSEN
PRODUCTREVISED
1) ME MULLION LENGTH IS SV AND THE OPENING HEIGHT IS 3TNT42'-1W. REFERENCING SHEET 25. WE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE
PRESSUREOF-1-170.0 PSFYAOCH EXCEEDSTHE
pui14i g3�]vn50e F4(13
og
USED. FROM TABLE IM SHEET I6,THE rX 4' X.250' MULLION (® LENGTH -42'. OPENING HEIGHT-120') HAS A DESIGN
A.�M145-0219
REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 521 LEG.
4Pim6m D]M QpQ�
2) USE TABLE 128 TO FIND THE ANCHORTYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CMU SUBSTRATE. INTHIS EXAMPLE, ASSUME ME CMU JAMBS ARE w
By
WADE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAJ(EN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING ME 2X5 MOLE CUPS WITH
M. DateriTgIA1
llllllll
(4)3116' ULTRACON ANCHORSAT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 54DLBSWTLICH IS GREATER, ANDTHEREFORE SUMMI-IF FOR THE REQUIRED
\NJ,DNI LYNN
ANCHOR CAPACITY OF 521 LOS.
4)FOR WE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS, TABLE 128 FORTHE UCLIP SHOWS ME ANCHOR
CAPACITY IS 1074 LEE WHEN USING 3 ANCHORS, WHICH IS GREATER.AND THEREFORE SUITABLE, FORMS REQUIRED ANCHDRCAPACRY REQUIREMENT OF 621 Uli
i`:'LICEIISF •.��'
ANCHOR TYPE IS AAI2 STEELSCREW.
WD.53=5
•'
FROMTHE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
414i4.T PSF FROM THE VERTICAL MULLION;
_
-1-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHING TO CMU;
III
(])•' GA F.0 �G
41-IT0.0 PSF FROM WE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECRON).
�� . /(DR1OP.'
THE LOWEST DESIGN PRESSURE IS 41-84.7 pSF AND WOULD AP PLYTO ALL OFTHE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE.OF MULUONSOR FENESTRATION
PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED IN
ALYW MI00EK P.E.
ACCORDANCE WRHTNE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUI110N.
FL P.E.Y 58705
LOADING OF VERTICAL
SILL OF WINDOWS NOT)
IImpllDl�
LOADING OF VERTICAL MULLION
SU OF WINDOWS NOT ANCHORED
LOAOINOOF VERTICALMULOON
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED
t
�
11'
�104
t ,�I
LOADING OF VERTICAL MULLION
WITH INTERSECTINOHORISONTALMULLIONS
LOADING OF HORIZONTAL MULLION
WNH INTERSECTING VERDCAL MULUON
9YAMPL EG OF TPAPEZOOAUTRIANGUTAR LOADING!
OF HORIZONTAL MULLION
LOADING OF VERTICAL
MULLION
1I
LOADING OF HORIZONTAL MULLION
I
I _�
3100,,�
LOADING OF VERTICAL MULLION
PW
f SWDH -
HR
LOADING OF HORIZONTAL MULLION LOADWGOFHORIZONTA
MULLION
NOTES.
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
pW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED. USE
RECTANGULARLOADWG.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
A.
Nn. RUT05 '