HomeMy WebLinkAboutProduct Approval Silver Line
$5
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONESIUNSWNEDNE
NDRTH S LVERUNE R 08902
(IMPACT RA TED)(HVHZ) PH:(8001 2228
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GENERAL NOTES: w z 3
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MAX OVERALL SIZE TABLE OF CONTENTS w Z m"
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND CONFIG. DESIGN MISSILE z m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > `a
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
•
TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL
• TAS 202-94 o_
2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E16-05
ASTM E199996-06/09/12 4 - HORIZONTAL SECTIONS
•
• AAMA/WDMA/CSA 101/I.S.2/A440-08 _S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
6 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF µpluuTON Onwsoe;auePn xPaDx uccwauc
NOf RFFIECl KIVIJ�NONIONf FOR•SPFDFIC
SnERLiE WNOfilONS CAUSE nunnONro OEYNFE
- WITHSTANDING AND TRANSFERRING APPLIED PRODUCE motitnu:NcouwrMans OEruIEDxEaax,AuaNSED
'i LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENG=M0xANonFEcrs�P��sOEsnaF1c
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF oowMENrs wN usE
INSTALLATION.
Digitally si 4 56
9 Y 9 �yWAIM�{ Norero,P.E
43/64"O.A.I.G.LAMINATED GLASS Reason: i is d� ent
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date: .38:
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS
r STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER .•'�.� S, ��
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32 ANNEALED GLASS
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY + '0 5 A QF
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS -
GENERICANDMAYNOTREFLE[TACTUAL CONDITIONS FOR /, \ �i�QA
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION
j' TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �5
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE EXTERIOR / \ INTERIOR 7//,O. 4����``
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Ht1aE6 tis M
NON-HVHZAREAS.IN HVHZ AREAS,ONETIME PRODUCTC I FLOMDA RE N.1sF28
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I av
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DA RIMH er w. 378
DArBA IXAW,R
AHI. \ iBPE CRF.OF AUTHOMATI N Na MM
S. APPROVED IMPAR STEEL SPACER PROTECTIVE SYSTEM IS NOT REQUIRED FL#:
ON THIS PRODUCT IN AREAS REQUIRING IMPACTMIN.GLASS F L 14911
RESISTANCE. 1/8"OR 3/32" BITE 7/16"
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY:
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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Silver Line
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NORTH BRUNSWICK,NJ 08902
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MAX.O.A FRAME ID
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ALL FASTENERS ABOVE D+
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THE INTERIOR JAMB
MAX.D.L.O. ^p^ 6"MAX. I,p^ TRACK MUST BE FLAT HEAD ^p^ �' a
HEIGHT 33.5011
FC O.C. REMARKS BY DATE
4
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HEIGHT7311
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DATE: 01.23.18
• DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
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DATE: 01,23,18
DWG.BY: CHK.BY:
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t DWG.#: SWD050
NAIL FIN THRU FRAME SHEET:
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ONE SILVERUNE URIVE
NORTH BRUNSMCX,NI 08902
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4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
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SCALE: NTS
yDWG.#: SWD050
SHEET:
a
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1/4"MAX.
MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SPACE SUBSTRATE SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS BY OTHERS i4'ARd&§6A
a o SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT u ONE SILVERUNE DRIVE
SCREW IN THE EXTERIOR w Z NORTH BRUNSWICK,NI 08901
CHANNEL i N
PH:(8001234-4228
PERIMETER SEALANT —� 1/4"MAX. f
BY OTHERS SHIM SPACE PERIMETER SEALANT C� E� p Z
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SUBSTRArM SPACE REINFORCEMENT DETAILS W>
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2 ~ a
� � � 0.13" REMARKS BY DATE
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o EXTERIOR
INTERIOR 0,9 ( 0.46"
m � 0.06" 0.87"
W 0.45"
0 EXTERIOR 1 O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH
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INSTALLATION NOTES: `•�` S••• PO i
ANCHOR SCHEDULE w N 7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE r 'D
.y 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SO a 0.55 #B woo o scREw 1.s• 0.75-
NAILING
0� +
MAXIMUM SIZE LISTED. PAN HEAD
NAILING FIN METAL:18 GFy AUGE
Std #8 TEK SCREW 3THREADS MIN
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT PENETRATION BEYOND DSD•
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METS 7/HD�OJ cBI�IAT�.�
#10 PAN HEAD INFLORIDA P.E'ND 73778
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM EXTERIOR CHANNEL 1.51 0.75• BUIDMO DROPS,NO
398 E DANIA BFAOH BLVD.#33a
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. w000:MIN.sG=o.5sDANT"LEACH,n W
33O
FHPE DENT.OF AUTHORIZATION N.2IST8
#10 FLAT HEAD IN THE
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1S1 015, FL#;
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L 14911
INFORMATION. 37HREADS MIN
In 010 PAN HEAD IN PENETRATION BEYOND 0.50'
DATE:
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:i80AUGE Steel, EXTERIORCHANNEL 01.23.18
META-
,F SIDING. THROUGH FRAME MIN.Fy-33KSI
#10 FLAT HEAD IN THE 3THREAOS MIN DWG.BY:
CHK.BY:PENETRATION BEYOND am"
INTERIOR CHANNEL
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. W18•ITWTAPOON SCALE: NTS
ET
CONCRE:Pc=3000PSI FLATHEAD 125• 175• SWD050
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#:
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
MASONRY:CMU per ASTM 3H8'ITW TAPCON 1.25' 175• SHEET:
C90 MIN.2000 PSI FLAT HEAD
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS
I SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF r,
1'1
•4,
GENERAL NOTES:
z AMERICAN CRAFTSMAN WINDOWS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC), FB Silver Lime
PLY GEM WINDOWS
INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE WIND OWa.OQecs-
FOLLOWING:
AMERICAN CRAFTSMAN WINDOWS
TAS 203-94 RLE GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
TAS 202-94 SILVER NNE WINDOWS AND DOORS
TAS 201-94
ONE SILVERLINE DRIVE
228
ASTM E330 SERIES 2723 (PART#230295), 2724, 2728 (PART#230296)
NORTH HB�OD)WI K'WoMO
2. ADEQUACY OF EXISTINGMAIN TRUCTURALCONSTING MASONRY STRUCTURAL BEAM MULLION(HVHZ) (IMPACT)
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM ^pi N
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED F`t O_ 2 E
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF `:c z �w 1B
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF a�j Ep j z a o^-r e
INSTALLATION. Wl W2 L O�N C F z m'I 16 m S 1.
3. IXAND 2X BUCKS USED)SHALL BE DESIGNED AND I ittQaQ L7
ANCHORED TO PROPERLY P
TRANSFER LOADS TO THE STRUCTURE. q �ti m�z O�os�
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE Q C m N_ J W m
ENGINEER OR ARCI IITECT OF RECORD FOR THE PROJECT CO.' r `Q4 ;z 3
INSTALLATION. N`>`¢ m DO
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND ■ W2 N n j W <E�MAY NNOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE,IF cc
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE L C h w
REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR F tWiE a
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE B B
WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE REMARKS BY DATE
TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE q q W1 6TH FBC EDITION AG 10/17
REI. ELEVATIONS UPDATED SM 6/19
S. MULLION&CLIP MATERIAL:ALUMINUM 6063-T6 A
6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION q
A U6TAWTIQx DETutS QFSWBFD xfREiN ANE GFXFRI
PRODUCT,UNDER SEPARATE APPROVAL ANDiMYNOf REFLECEACNAlmNOnIDNS iDRASPEOFl
'? 4 srtE.n smmxomoxs wrsE ixnADAnoxTo OFVIATE
FROM TRE R EQURIFMENR DETARED MFRFVA A D�11fED
7. SEE SHEETS 5-16 FOR INSTALLATION ANCHOR REQUIREMENTS FOR ENGINEER DRMWFFCf SIULL PREPAAESRES➢EOFlC
;> SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS, C C igitally Signe �'LMiOlii
AND DESIGN LOAD CAPACITIES. Norero
W2 4 eason:l!,afi\ his/do"yument
8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS L ate:ZsT$. .42. - 06Yj
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ���' •` -10
ALUMINUM UNIT FRAMING SHALL BE PROTECTED. B L 1 . `.E••S••
TABLE OF CONTENTS a tB_j
W1 q a * N 7 7
SHEET REVISION SHEET DESCRIPTION
0 B GENERAL NOTES AND TYPICAL ELEVATIONS
�.C)� O IDP:'•w
.1 2 B MULLIONS CROSS SECTIONS
3 B ANCHOR CLIP CONFIGURATIONS A
4 B VERTICAL SECTIONS&ANCHOR SCHEDULES q q� fvE Ops.
BLIlDINO ORDPS. B
5 B ANCHOR LOAD TABLES FOR 2723(PART#230295)ONE-WAY MULLION LL Wl W2 �°p BULDIN EeaO/n�Tmc y°
TYPICAL ELEVATIONS Fa RE fflLDFA iNOFRIAT ON No RB]8
6 B ANCHOR LOAD TABLES FOR 2723(PART#230295)ONE-WAY MULLION-CMU ONLY FL#:
7 B ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAY MULLION FL6067
?; INSTRUCTIONS:
y; 8 B ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAY MULLION-CMU ONLY
9 B ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 02/11/19
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. DWG.BY: CHK.BY:
10 B ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION-CMU ONLY 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. H R H FN
11 B ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS
12 B ANCHOR LOAD TABLES FOR 2724 TWO-WAY MU W ON{MU ONLY USE OF TWO-WAY MULLIONS.
13 B ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: S W D015
USING CHARTS ON SHEETS 6-16.
r 14 B ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MULLION-CMU ONLY S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET
WITHIN AN OPENING ARE ALLOWED.
15 B ANCHOR LOAD TABLES FOR 2728(PART#230296)TWO-WAY MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY
16 B ANCHOR LOAD TABLES FOR 2728(PART#230296)TWO-WAY MULUON{MU ONLY DESIGN PRESSURE RATING.
OF 16
i
Silver Line
AMERICAN CRARSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
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F.iL Lu�O Z55
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0 7 T
1.001, DO ?3 m W
vE N 0 <G
F:N a
0.10" 0.10" 0.10" Ln O REMARKS BY DATE
N O 6TH FBC EDITION AG 10/17
r, Ln _ _ m a
Ln ELEVATIONS UPDATED SM 6/19
'!I m fV M Un O ONOLn
O N N fV fr1
O O XFRDXAAE GENErr
01MY NOT N0-a TUALm"M0M—AIDF0f1
srtc iP sGE E9xoRgM cAlaE IMrAUATwN ro oEV IAn
/ iROMTIERE¢uuEmENIS DETAILEDNEIIFBl,AD@lSEO
/ EXGINEE0.00.ARCNIiFCTSNALLPPFPARF AfF SPFIaIC
r 1.00"
SERIES 2723 (PART#230295) SERIES 2724 SERIES 2728 (PART#230296) :'�` e
L TUBE MULLION TUBE MULLION TUBE MULLION '* N
o S A OF
�i0, O IDp:'X•rv�:
NOTE: FS G�
1. MULLION PROFILES SHOWN ABOVE ARE ►pN.7�a=
OF ALUMINUM, 6063—T6 MATERIAL BUEDMOMOMWe
NB E.NIA B F BL1A S)e
oANu AUTHORIZATION n
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES FFEDEALGFAUTNDMAIDN""°s'B
AND DIMENSIONS. FL6067
Y DATE: 02/11/19
DwcHBR cHKH F N
SCALE: NTS
4
DING.III: SWD015
SHEET
2
OF 16
7.68" 7.68"
Silver Line
It
WINDOW
3
.000gB"
�^ 2.25" 2.25" 2.25u1•1LIAMERICAN[RAFfSMAN WINDOWS
1.12" Z.z51
PLYGEMWINDOWS
SILVER UNE WINDOWSAND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,W08902
FPH:18001236-0228
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SEE DETAILS&2 - ~ SEE DETAILS 1&2 _ REMARKS BY DATE
in BELOW N in BELOW N 6TH FBC EDITION AG 10/17
I ELEVATIONS UPDATED SM 6/19
Ili O N O N
ENERAISA"OH ORNLS REDR AREOFNERI
D NAY NOERERERAONAE—DRIDNE FORASPEON
SOE IF SITE EDNDMONS O W SF INSfR WTIO N TO DEVIATE
'(y
7.68" 7.681E PROM TME PEDURX9AENiS DRAXEO XFAFPl,ADO.E6E0
EXGVIEERORARORTEREMALLPREPARE SOESPEONC
MULLION ANCHOR BRACKET 50-2722 (PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297) � `��t� ""'+��o��''�.,��
ALUMINUM (6063-T6) ALUMINUM (6063-T6) �� E.
(6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4)ANCHORS FOR CONCRETE &CMU ANCHORING =* ' N .7 *.f
D S A OF
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i
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O O B�NO DDROPDS�CCB
:. 39B E.DANA BFAa BLw. Sb
SE
i WE DDRT.OF AUTHtlDZATION Na 29578
3
DETAIL 1 DETAIL 2 F`"
COUNTERSINK HOLE THROUGH HOLE FL6067
i DATE: 02/11/199
NOTE:
DWG.BY:cHKI-IFN
1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE: NTS
t THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG.n: SW
D015
Y DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET
N
OF 16
MIN.1-3/8" 1 ANCHOR,118-3/4"SELF
DRILLING SCREW FROM Silver
�y
MAX.ISTAN MAX.11/8" `Salve LII e
EDGE DISTANCE EACH SIDE OF THE Y
SUBSTRATE BY OTHER MIN.1/2" MULLION INTO THE wlNDows.Dooee�
EXTERIOR INTERIOR BRACKET,STAGGERED AS AMERICAN CRAFfSMpN WINDOWS
EXTERIOR NECESSARY TO AVOID PLY GEM WINDOWS
II II MULLION ANCHOR INTERFERENCE SILVER UNE WINDOWS AND DOORS
BRACKET 50-2722
ONE WI
SILVEPIINE DRIVE
VERTICAL II II (PART#230297) MIN. __ ___--__= NORTN BRUNSC8,N1 08M
1 I I IPH:(800)2a 2z8
MULLION I I I I MAX.11/8" EDGE DISTANCE
MIN.1/2" ry N
1 ANCHOR,#8-3/4"SELF t l 1/4"MAX. N 2
DRILLING SCREW FROM I I I I MIN.1-3/8" z 3 E
EACH SIDE OF THE I I ----------- MAX.2-1/4" m j e
MULLION INTO THE EDGE DISTANCE o ZN wo
BRACKET,STAGGERED AS m o Q o p 5 5'm
NECESSARY TO AVOID MIN.EMB. W Z z s s I
INTERFERENCE
VERTICAL I-On SIR-,
MULLION
SUUSTR TC B'.OTIiERS //SII / MULLION ANCHORN 4I�Z m m m
BRACKET 50-2722 N N U o
MIN. INTERIOR (PART 0230297)
EDGE DISTANCE �aIn
MIN.EMB.
1/4"MAX. REMARKS BY DATE
A ANCHOR DETAIL ANCHOR DETAIL 6TH FBC EDITION AG 10/17
s!
4 UWONANCHOR BRACKET SD-2722(PART#230297) 4 MUWONANCHOR BRACKET SD-2722(PART#230297) ELEVATIONS UPDATED SM 6/19
0IA ION—ILSI—BEDHEREMMEGENE
1 NWREPIECTACDMLCDNDMONSEORAWECRI
SNE.IPSNECDNDm0N MEINSTADAT10NT0DEV E
EnOM THE NEDURIEMFNR O ETARID XEREw,A uoEr®
(6)#12 SELF ENGINEERORAREMEERSHALLPREI-ESRESPECDIC
j} MIN. DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS lnurrr
EDGE HORIZONTAL �l�- //j
r DISTANCE TRANSOM SCREW EMBEDME EDGE ��� O X11
MULLION SUBSTRATE INSTALLATION QTY PER ANCHOR TYPE NT DISTANCE
1/4"MAX. TYPE LOCATION (IN.) (IN.) ` �•�'� S•. 'AO
N 7 7
MIN.EMBED *.
ANCHOR BRACKET n'' S
MAX.11/8" VERTICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR 1.5 0.75 :
' O�
MIN.1/2" #230297)
I I MULLION 1 ANCHOR,#8-3/4"SELF
I I
DRILLING SCREW FROMEACH SIDE OF THE
MULLION ANCHOR 11 ii MULLION INTO THE CONCRETE/ ANCHOR BRACKET " SIMPSON /'�N�daryaL d�,``
BRACKET 50-2722 I I I I BRACKET,STAGGERED AS MASONRY 50-2722(PART 4 STRONG-TIE TITEN 1.0 2.00 LORIDAo.0 N. �
(PART#230297) II II
NECESSARY TO AVOID #230297) ANCHOR oaa_DAPDA eua eLva D]8
INTERIOR OAMA eua.Pti wool
EXTERIOR INTERFERENCE ALUM. ANCHOR BRACKET FSK CERT.OF AOIHORRARION Na 29578
MIN.1-3/8- MULLION/ALUM. 50-2722(PART 6 #12 SELF-DRILLING SMS 3 THREADS 2.00 FL#:
MAX.2-1/4" /STEEL #230297) FL6067
3
EDGE DISTANCE DATE: 02/11/19
C VERTICAL SECTION NOTE NOTE DWG.BY: CHK.BY:
4 ALUMINUM MULLION -HEAD,SILL AND JAMB HAVEDETAILS SHOWN ARE TYPICAL FOR ALL HR H F N
SIDE VIEW-VERTICAL SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE SCALE: NTS
SHEETS 5-30 FOR ALLOWABLE MULLION DWG.#:
CONFIGURATIONS,SIZES,AND DESIGN SW D015
C PRESSURES. SHEET
OF 16
r3 � Silver Line
wlNoows.0004s^°
AMERICAN CRAFTSMAN WINDOWS
PLV GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTHBRUNSWICR,N108902
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSM 2723 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONS)-INSTALLATION TO WOOD,CONCRETE.ALUMINUM,OR STEEL PX:180011344228
L-MULL W-TRIBUTARY WIDTH(IN) V'N
LENGTH(IN) 18.0 20.0 22.0 24.0 26.0 28,0 30.0 32.0 34.0 36.0 38.0 40.0 4LO 44.0 46.0 48.0 50.0 52.0 54.0 N j Z Z
60.0 100.0 100.0 100.0 100.0 100.0 300.0 WOO 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS :N;Z
9
gg
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 � m O
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I-�L�I a'Lo Z F 0
66.0 100.0 WOO 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0
68A ]00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 96.8 94.7 92.9 91.4 N Q a Q LD m=
L MULLION �aiW�o z53s-
]0.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 95.5 92.5 89.9 87.7 85.7 83.9 82A 0: O 3 "
72.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0 97.7 93.7 90.2 87.0 84.3 81.8 79.6 77.7 76.1 74.6 `¢ Z 0 j T o
`:.0 100.0 100.0 307.0 100.0 100.0 100.^. 1C0.0 98.7 73.8 B..0 CIS 79.5 76.9 74.fi 72.G 'CA 69.2 67.9 ` ED
00
-��
P4
Wl W2 � N
W N Q a
�W z
Hy D.a
ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
IXGiRWnON OETNIS 065CRI MEGFNEN
RND MAYNOTp 000 ACIWlWNDRIONFFDRASPEOX
Ma GRFREQU HS D It6EIW I.TO DAMTE
FROMTNE REOGOIEMENRDETARED XERaN,A IIQENSW
EHG DIFER OR AROGTER SMALL PREPRRE SAE SPEONC
QUALIFIED ANCHOR CLIPS * ,' N 7 7 �°
fl 5A OF r�
h TABLE NOTES: ���'� 0 IDP
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. +
M 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. R�iORIDAkP N.7377a
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 39a L DM EIEam�w w
DANIA BEACK 0.3W.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. TAPE ODTT.W AUTIORUTION N.2075
r
S. ANCHOR REQUIREMENTS: MULLION ANCHOR BRACKET 50-2722(PART#230297)
ALUMINUM(6063-T6) FL N:
•WOOD:#12 WOOD SCREWS 17 FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DATE: 02/11/19
1 6. INSTALLATION SUBSTRATES:
DWG.BY: CHK.BY:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75'.WOOD SHALL BE 0.10• 2.47' 3'25° FIR H FN
MIN.S.G=0.55. O 0
o.3]s° NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL SCALE:
c BE MIN.4000 PSI. DING.#: SWD015
r •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL -� 100° SHEET
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1"THICK ALUMINUM 6063-T6. MULLION ANCHOR BRACKET 50-2722(PART#230297)
2723
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. ALUMINUM(6063-T6)
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. PART#230295 FOR CONCRETE ANCHORING
OF 16
e
Silver Line
i
wlHDows.D oo•s-.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWSAND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,W 08902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PS Fl:2723 STRUCTURAL MULLIONS[ONE-WAY CO N FIGU RATIO NS)-INSTALLATION TO CMU PH:(800)2344228
L-MULL W-TRIBUTARY WIDTH(IN) 7 J
LENGTH(IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 S2.0 54.0 ^2 2 Z Z
60.0 100.0 100.0 100.0 100.0 100.0
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS N Z O E
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1DO.0 100.0 ��
64.0 100.0 100.0 100.0 100.0 ,00.0 100.0 100.0 100.0 IGO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 g
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1Go.0 100.0 ,00.G 100.0 100.0 140.0 100.0 100.0 ,00.G 100.0 100.0 � E.1 o Q m o a a m^>
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ,00.0 100.0 100.0 100.0 99.2 96.6 94.7 92.9 91.4 M C Q
70.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 95.5 92.5 89.9 87.7 Bs.7 83.9 824 L MUWON ti R W�� Z 3
72.0 100.0 100.0 100.0 ,00.0 ,00.0 100.0 100.0 100.0 100.0 97.7 93.7 90.2 87.0 84.3 81.8 79.6 77.7 76.1 74.6 I aac
N J 3
74.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.8 89.5 85.8 82.6 79.5 76.9 74.6 72.6 70.8 69.2 07.8 4 \Z Z m
I- wl Go
Wl-II-W2-{ W W N RU
ONE-WAY(MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
i
E INSTNMONDEMILSw M'BNMEA0.E
Ano Mar xm R6fER AETUAI omaEDMErrsIN toRAspEGENEral
•< SDE IFDTIOrtgNSfAUSE 1tbTAWTONTDDEVIATE
. GRDM-TIE0.EDD@FMENR DETARED XEAEw,AD0DEY0
FNGINEE0.00.AR[MIFCTLWLpPEPARF EIfESpEOTIC
LE ',,``t`.�f
QUALIFIED ANCHOR CLIPS * . '►v. 7 �'o�':
% TABLE NOTES: �i0XF
�.
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS + +
&CLIP DETAILS. p A P NO 7=FS
u BUBDwo DROPS,we
u 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. s4B E.DAN=11.&W BuBLw. 034
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. GSPE CERT.VOOF AU�THORVAn�nM
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FL a:
k 5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6)
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067
r 6. INSTALLATION SUBSTRATES: DATE: 02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF i"&EDGE DISTANCE OF 2"' Dwc.BY. CHK.BY.
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. Our- 3.15 7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. 00 -� NTS
0.37s• � SCALE:
DWG.#: SWD015
SHEET
MULLION ANCHOR BRACKET 50-2722(PART#230297)
2723
ALUMINUM(6063-T6) 0
PART#230295 FOR CMU ANCHORING
OF 16
Silver Line
wlaoowl•DooIL3w
i
3 AMERICAN GEM
WINDOWS
PLV GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,N108902
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSFI:2723 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO WOOD,CONCRETE,ALUMINUM,OR STEEL PH:(800)2344228
L-MULL W-TRI BUTARY WIDTH(IN) ar`
LENGTH(IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 320 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 6L0 64.0 N j Z U�
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 j635
100.0 100.0 98.0 94.6 91.5 88.5 85.7 0 m
620 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.6 92.1 88.8 85.7 82.9 80.2 77.7 L%1 v 'DSI a
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 94.2 86.9 83.7 80.7 78.0 75.4 72.9 70.6 I�Q d $
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 93.7 89.6 85.9 79.3 76.3 73.6 71.1 66.7 66.5 64.4 of Q c O 3^ s
6&0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 94.2 89.7 85.7 81.9 78.5 72.5 69.8 67.3 65.0 62.8 60.8 58.9 W p z s 5 i
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 90.9 86.4 823 78.5 75.1 72.0 66.5 64.0 61.7 59.6 57.6 55.7 54.0 33
720 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 93.4 88.2 83.6 79.4 75.6 72.2 69.0 66.2 61.1 58.8 56.7 54.7 52.9 51.2 49.6 Q m N O d
74.0 SCC.O SC7.0 100.0 1W.0 =C =DO 97S 91.4 SSA 8L2 77.0 73.1 69.E 6G5 03.G 60.9 56.2 5^..2 52.2 50.4 58.7 47.2 45.7
m
DO J Z f
N^J n w
L'u N R <a
REMARKS BY DATE
STH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
r
MULLION MULLION
vTHE INSTADATONDEfNl9 MBE0HEMINAREGENERI IFSTOf NDITIO ACTWLCONOfElONSNTON R
Siff IE SITECONDITIONSGIBEw WATIONTOOEVIAIE
Wx i0.OMTXE REQUmEMENISDEMRID NEREPI.AIICFNSED
� � ENGINEER ORARODfFCi.WAIIPRFRARE511F SYFOEIC
3
Ii L TRIBUTARY WIDTH= ```````,tYta(!.!!O
FF17--li
QUALIFIED ANCHOR CLIPS ' Ems'` 7•S �o-=
L�'I I"�WI�ft�Wx = • IY 7
OF J i�
TWO-WAY MULLION DIAGRAMS
TABLE NOTES: is,
"• 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 1 HYPE
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. M JP•E.DARA REACH BORD"'Me
LVA Jae
.s 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. DANIA BEACH,n
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) HBPE EERf OF AUTHORIZATION H.
5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL a`
•WOOD:#12 WOOD SCREWS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
xu •CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
T •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DATE: 02/11/19
6. INSTALLATION SUBSTRATES: DING.BY: CHK.BY:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE 0.10• 2.47* 3.25• p p HR H FN
R MIN.S.G:0.55. 0.375• SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL I DV/G.a: SW D015
BE MIN.4000 PSI.
�u •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL T--I 1.00. 4- SHEET
BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.111 THICK ALUMINUM 6063-T6. 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297)
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM(6063-T6) 7
FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. FOR CONCRETE ANCHORING OF 16
Silver Line
F.' WINOOWS•000145'
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRNE
NORTH BRUNSWICK,NI D8902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSFI:2723 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO CMU PH:(800)234-4228
L-MULL W-TRIBUTARY WIDTH(IN) .�
LENGTH(IN) 1&0 20.0 22.0 24.0 26.0 78.0 30.0 32.0 34.0 36.0 3&0 40.0 42.0 44.0 46.0 4&0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 n Z Z Z
60.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0 100.0 100.0 100.0 94.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3
g7o
100.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0 100.0 96.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 61.5 62.2 60.1 58.1 56.2 54.4 u1
t/1
100.0 100.0 100.0 100.0 100.0 100.0 100.0 500.0 99.3 93.8 B8.8 84.4 80.4 76.7 73.4 70.3 67.5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 0 Obj I�
100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 90.9 86.1 81.8 77.9 74.4 71.1 68.2 65.5 62.9 60.6 56.4 56.4 54.5 52.8 51.1 O'1 0 Q p 3 5 m=s
100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.4 88.2 83.6 79.4 75.6 72.2 69.1 66.2 63.5 61.1 58.8 56.7 54.8 52.9 SL2 49.6 N1 i °&-`
100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 90.8 85.7 81.2 77.1 73.5 70.1 67.1 64.3 61.7 59.3 57.1 55.1 53.2 51.4 49.8 48.2
FEW�F¢- zisi
100.0 100.0 100.0 100.0100.0 100.0 100.0 93.8 88.2 83.3 78.9 75.0 71.4 68.2 65.2 62.5 60.0 57.7 55.6 53.6 51.7 50.0 48.4 46.9 Q m N< a
74.0 SUO.0 300.0 lOUA 1'YJ.0 1CJA 1UO.0 91.2 35.0 B11 76.8 73.0 69.5 66.3 63.5 60.8 58.4 56.1 54.1 52.1 SO3 48.fi 47.1 45.6 `¢ j O0
4' >OD..
`O m
N
CN
..L�y
a
REMARKS BY DATE
6TH FBC EDITION AG 10/17
i
ELEVATIONS UPDATED SM 6/19
i
MULLION MULLION
Y
FINSTPDATIOX DETARS DFXAIEfDMEREIN0.4E GEXERI
- � ONI WECO DMONS011NLmNDIEIONSPoRASRGR
SIZE IFSRE mNDDIONSGVSE INSTAWTON TO DEVIATE
W2 iENGIN I1EWdNAENi30EMIlIDHEREDU,1Nm1Y0
- � FXGWFERORARODfFRLWLPIIFPMF511E5PEDfiC
L TRIBUTARY WIDTH=WI+W2
zf
I I II -Z
I�L� f W1 4-
TWO-WAY MULLION DIAGRAMS S A `oF
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS + + py-
&CLIP DETAILS. FLORIDA uEN.=11
^' BIAIOWO DROP$NO
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. sm L DA eEAaI alLW 3W
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ESE OERT.OFF AUT ORDWA QAIION N.29S7B
x 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297)
5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL#:
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067
6. INSTALLATION SUBSTRATES: DATE: 02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG.BY., CHK.BY:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0.10 2.47. 3.25•
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. O O HR HFN
0a75• � SCALE: NTS
DWG.#: SWD015
1.00• SHEET
2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) p
PART#230295 ALUMINUM(6063-T6) 0
FOR CMU ANCHORING OF 16
¢ Silver Line
WINDOWS•ODO•S^'
} AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER UNE WINDOWS AND DOORS
DNF SILVERLINE DRIVE
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):2724 STRUCTURAL MULLIONS(ONE-WAV CONFIGURATIONS)-INSTALLATION TO WOOD,CONCRETE,ALUMIN UM,OR STEEL NORTH BRUNSWICK,NI 08902
PH:(800)234-4228
L-MULL W-TRIBUTARY WIDTH(IN)
LENGTH(IN) 1&0 20.0 22.0 24.0 26.0 28.0 30.0 M973
34.0 36.0 38.0 40.0 420 40.0 46.0 4&0 50.0 52.0 54.0 ^Z Z Z
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS N O W Be
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '�=.-=I vi G
64.0 IDO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000100.0 100.0 98.9 97.0 95.5 94.2 1D � p66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.1 93.3 90.9 88.8 87.0 85.5 84.2 I L I �R z V F 0g68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.3 89.9 87.0 84.4 82.1 80.1 78.4 76.9 75.6 N Kr1 Cpm70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.092.6 88.5 84.9 81.8 79.0 76.6 74.4 72.5 70.9 69.4 6B.2 LMULLION 7Qu S z iT20 100.0 100.0 100.0 100.0 100.0 99.8 94.0 84.7 80.9 77.5 74.6 72.0 69.7 67.7 fi5.9 84.3 82.9 61.7 Q N 974.0 03.0 tOC.0 t00.0 1C0.0 97.0 71.0 CG.3 74.1 710 GB.2 GS.0 03.7 X1.7 00.1 57.3 56.1 I I `a„`Q�j O
I I___IL N {�� m Do
W1 ry N V A p a
/
7
1 a `
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ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
p}? ELEVATIONS UPDATED SM 6/19
?. MEDl` U`ONDETalS ws vnEGNEaEMa1EGENEa
D nuY nDr aEpIER acluumxomGNs FaaA-
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QUALIFIED ANCHOR CLIPS
N :77
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01 0
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 7jt774 1j4LYi
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
FLORID N.EMIONO DROPS INC
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 396 F.DANIA 8FADx BLw. 738
DANIA BEACH.FL
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) MPE OERT.OF AUTHORIZATION N.10776
5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL#: FL6067
•WOOD:#12 WOOD SCREWS -{ 1.00. 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DATE: 02/11/19
6. INSTALLATION SUBSTRATES: + + DWG.BY: CHK.BY:
s •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE -1- 2.07' z.e2° 0 O HR HFN
MIN.S.G.=0.55. D.25 SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL -11
BE MIN.4000 PSI. DWG'#` SWD015
r •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL 100' SHEET
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1"THICK ALUMINUM 6063-T6.
MULLION ANCHOR BRACKET 50-2722(PART#230297)
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6)
FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. FOR CONCRETE ANCHORING OF 16
Silver Line
"® WINDOWS•000.5"
AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSFI:2724 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONSI-INSTALLATION TO CMU NORTH BRUNSWICK,N708902
PH:(800)2344228
L-MULL W-TRIBUTARY WIDTH(IN)
LENGTH IN I8.0 20.0 220 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 420 44.0 46.0 48.0 50.0 52.0 54.0 T;,z
z Z
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS ^� B
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 8
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 97.0 95.5 94.2 I- -{ b -� Q 2
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.1 93.3 90.9 88.8 87.0 85.5 84.2 I L I 0 $9
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.3 89.9 87.0 84.4 82.1 80.1 78.4 76.9 75.8 fV tIn� y Q m m S
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.6 88.5 80.9 81.8 79.0 76.6 74.4 72.5 70.9 69.4 68.2 L MULLION yQj C Z 3 5
720 100.0 700.0 100.0 100.0 100.0 99.8 94.0 89.0 84.7 80.9 77.5 74.6 720 69.7 67.7 65.9 64.3 62.9 61.7 I�m
a N J W S
7.'.0 700.0 100.0 100.0 iCO.0 97.9 91.G 0^..0 O1.G 77.6 74.7 G12 05.0 G3.7 G7.7 60.1 58.6 57.3 59.1
I II I Wl n =f1AE1 1 `.7 m m
I-WI�il�W2�'I L/1 N= : a
w <e
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ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
` ELEVATIONS UPDATED SM 6/19
IXSTADATRN!oErws oEsfwazoxEUW AAe eEXEu
o Nur xor RENFR AL7vAL mrlmnoru EDR A sumo
+. FRO PSDE mxDREMI-UST INST.WA1wnro DENATE
iROMTXE REpUl0.EMENR DETAILED XEREIN,AUm6Ep
S EXGINEERORARDUIER$XALLPAFPA0.ESffF SPfOFlC
QUALIFIED ANCHOR CLIPS * ; N7 ,
D SA OF e
" TABLE NOTES: 0�c+
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS �
&CLIP DETAILS. HEiD E4 F.GW..P.E.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. FLORIDAPP ND 7'77'
BwIDA DROP9,PID
328E DANA 8FACH HYD.1178
DANA BEAOL FL 1100{
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) M"E MT.OF AU7NORQATION N.22578
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ALUMINUM(6063-T6) FL III:
5. ANCHOR REQUIREMENTS: -I 2.00. 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
' •CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES: DATE: 02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". owG,BY: CHK.BY:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. o.tm
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. z.o7 z ez O O H R H FN
T
0.25• SCALE:
NTS
= DWG.a: SWD015
t.ao SHEET
MULLION ANCHOR BRACKET 50-2722(PART#230297) O
2724 ALUMINUM(6063-T6)
FOR CMU ANCHORING OF 16
Silver Line
WINDOWS•DOORS"
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 089°2
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PS FI;2724 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL PH:IBM)2344228
L-MULL W-TRIBUTARY WIDTH(IN) V
LENGTH(IN) 1&0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 3&0 40.0 42.0 44.0 46.0 4&0 50.0 52.0 54.0 56.0 58.0 60.0 6LO 64.0 N j O Z E
60.0 100.0 100.0 100.0 100.0 300.(1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 84.1 81.1 78.3 75.7 73.2 70.9 `� vf'0 8
670 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.0 93.5 89.4 85.7 82.3 79.1 76.2 73.5 70.9 68.6 66.4 64.3 b j a K e
64.0 300.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 17'.
100.0 98.4 93.5 89.1 85.0 81.3 77.9 74.8 71.9 69.3 66.8 64.5 62.3 60.3 58.4 En < K d
66.0 100.0 500.0 100.0 100.0 100.0 100.0 100.0 100.0 94.7 89.7 85.3 81.2 77.5 74.1 71.0 6&2 65.6 63.2 60.9 58.8 56w8 55.0 53-3 N Q Q G
G&0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 86.6 82.1 78.0 74.2 70.9 67.8 65.0 62.4 60.0 57.7 55.7 53.8 52.0 50.3 48.7 #ry Q a< �' g m -
�>t W O Z si
70.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 69.3 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 52.9 51.0 49.3 47.6 46.1 44.7 LIC m ao'
7L0 100.0 100.0 100.0 100.0 100.0 93.8 87.6 82.1 73.0 69.1 65.7 675 59.7 57.1 S4.7 52.5 505 48.6 4&9 45.3 43.8 42.4 41.0 Q w N O W ;
74.0 SC0.0 100.0 100.0 107.0 93.1 II6.4 80.7 75.6 57.2 63.7 G0.5 57.G 55.0 52.G 50.4 48.4 4G.5 44.8 43.2 41.7 40.3 39.0 37.8 RS M
m d T m
DO
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REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
ra Ixnxuura x onuu oEsaxazD xEREu xRE cEx
o xur xor REEEERAnuumxDRlDxs roRAsx�
snE.•mE mxDRaxs cnusE"asruun°x ro DEvwiE
W2 ERGMTNE PEDUKIEMENTSDRNIID NERFR1.AUmxlm
ENGINEER DRAROIRFREWULPREPAPE SxE SPEDEIK
L TRIBUTARYWIDTH=�- `,`.1�U1(Tr7rr1/1,i
I-1 QUALIFIED ANCHOR CLIPS N 7
EY 7 7
OF
TWO-WAY MULLION DIAGRAMS �o.1�. $ o log •��
TABLE NOTES: moi,PS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. IND63 trNIZfQk4 Pte'
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. a�%DM ROON.PS.IN"C
3B•C OA/BA giARI BL1R ST•
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. DA%HERat FL 3LW
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) Ear of AUTHORIZATION �B7e
FL#'
5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6)
•WOOD:#12 WOOD SCREWS -1 1.130' F- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DATE: 02/11/19
6. INSTALLATION SUBSTRATES: DWG. I CHK*BY:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE °'10 2.D7• 2.82' O OFN
MIN.S.G.=0.55. 0.250^ + SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL DWG.#: SW D015
BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL 1.00' SHEET
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1"THICK ALUMINUM 6063-T6. MULLION ANCHOR BRACKET 50-2722(PART#230297)
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6)
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. FOR CONCRETE ANCHORING OF 16
+4 E .Silver Line
WINDOW!•DOOR!"
AMERICANCRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NI09902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSFI:2724 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO CMU PH:IBM)234-4229
L-MULL W-TRIBUTARYWIDTH(IN) R R
LENGTH(IN) 18.020.0 22.0 214.0 26.0 280 30.0 32.0 34.0 36.0 380 40.0 42.0 44.0 46.0 48.0 50.0 52.0 S4.0 56.0 S80 60.0 62.0 64.0 T\2 Z Z
N p 2
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3
62.13 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.5 62.2 60.1 58.1 56.2 54.4p�j b j 12
m V 4 `Q
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.8 88.8 84.4 80.4 76.7 73.4 70.3 IST5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 C 01 t;Z �g
66.0 300.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 90.9 86.1 BLS 77.9 74.4 71.1 68.2 65.5 62.9 60.6 58.4 56.4 54.5 52.8 51.1 NO "i J '"
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 91.7 86.6 82.1 78.0 74.2 70.9 67.8 65.0 62.4 60.0 57.7 55.7 53.8 52.0 50.3 48.7 m IS
IS 3 a
70.0 1 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 52.9 51.0 49.3 47.6 46.1 44.7 C h In
72.0 100.0 100.0 100.0 100.0 100.0 93.8 1 87.6 82.1 77.3 73.0 69.1 65.7 62.5 59.7 57.1 54.7 52.5 50.5 48.6 46.9 45.3 43.842.4 41,0 ¢C omQQ!N
74
.0 1. 100.0 SC0.0 93.1 8.0.4 80.7 75.6 71.2 67.2 63.7 GO.5 57.6 55.0 52.6 50.4 45.4 46.5 44.8 43.2 41.7 40.3 39.0
M '`z00 0
j
7
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C h �
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REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
uuRwx OErutS oEsau azo xEROx ARE GEx
D IlF RERECTACNALmH2R1016NMDIE
SDEli SDEmNO"IONS 17R6TAWTKINTO oEVUTE
ENGIW2 -MNEERORMTHERIQ -5HALLNEPARO"ESOEWEMC
L TRIBUTARY WIDTH=�- ```%`.11111111.11"8,
O
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QUALIFIED ANCHOR CLIPS ' •'�fY E� 7
,-� E
L Wl W2
TWO-WAY MULLION DIAGRAMS �10 s A P.
TABLE NOTES: �i'�' 0 ID 40
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS ��i/,oE
&CLIP DETAILS. R A vi He 73778
..DROPS.INC
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. Na E.DATOA BEAOI BLU M
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ��OF Au�AO1MHCR ATWN 9.22578
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#:
S. ANCHOR REQUIREMENTS: ALUMINUM-I '.Do- F- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES: DATE: 02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2"• DWG.R CHK.BY:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. " + 0 + O
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. 2.D 0 77 2.82
o.250• SCALE: NTS
DWG.#: SWD015
1 m, SHEET
MULLION ANCHOR BRACKET 50-2722(PART#230297) Taj
2724 ALUMINUM(6063-T6) 2
FOR CMU ANCHORING OF 16
Silver Line
WINDOWS-0004s,
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH RRUNSWICR,N108902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):2728 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONS)-INSTALLATION TO WOOD,CONCRETE,ALUMINUM.OR STEEL PH:18001234-4228
L-MULL W-TRIBUTARY WIDTH(IN) -�
LENGTH(IN) 18.0 20.0 220 24.0 26.0 2&0 30.032.0 34.0 36.0 38.0 40.0 42.0 44.0 46.D 4&D 50.0 52.0 54.0 n x Z
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS N? Z x g
620 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I- p
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I ` I M Q p
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N EN1 a 4 L7 m m a a
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L MULLION C
720 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100., 1000 100.0 100.0 100.0 100.0 00.0 100.0 100.0 ~m
Q C J¢N J d
74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100A. 100.0 100.0 100.0 100.0 100.01 100.0 100.0
f- -11- �'I ^10
Wl W2 w W N H Q \a
CW H ¢ \
HH a
ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
TXoI ATNWR DETAILSw ND H M AREGENERI
O MAY XGTREEIEGACNAL WXDRA FORASPEON
SIF THECDNUDI4NSGUSE IXST.WATIONTOwVIAIE
f0.0MTXERER IREMENRGEIAIIEGHEREIN,A URHIID
ENGINFERGRMONERSWW.PREPARESGE SPENIC
ME
QUALIFIED ANCHOR CLIPS o�
* N 7 7
'D S A OF
TABLE NOTES: ��0yc* 0 IDP
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. A p��
4]-
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. RURDOC DROPS INC
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 3B•FDANADAMMC1L`W sae
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) N"�S7'
S. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL#:
•WOOD:#12 WOOD SCREWS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
•METAL:#12 SELF-DRILLING SCREWS(GRADES)
3.x5° a.oD^
DATE: 02/11/19
D.2a•
6. INSTALLATION SUBSTRATES: DWG.BY: CHK.BY:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE 00 H R H FN
MIN.S.G.=0.55. 0.375° SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL DWG-u: SW D015
BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL 1 1.00 MULLION ANCHOR BRACKET 0-2722(PART#230297) SHEET
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 5
THICK ALUMINUM 6063-T6. 2728 ALUMINUM(5063-26)
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. OF 16
n Silver Line
WINDOWS-DOORS"
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVERUNEDRNE
NORTH BRUNSWICK M 08902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSFI:2728 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONS)-INSTALLATION TO CMU PN:(800)2344228
L-MULL W-TRIBUTARY WIDTH(IN) N N J
LENGTH(IN) 28,0 20.0 27.0 24.0 26.0 28.0 30.0 1 32.0 1 34.0 36.0 1 38.0 1 40.0 420 47.0 46.0 4&0 SO.Dp 54.0 N;O ZO Z m E
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ,00.0 100.0 100.0 100.0 MULLIONS WW 8
62.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L%,�-'�J.1 d Q 2 "L
e
84.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ,00.0 100.0 100.0 ,00.0 ,00.0 ,00.0 ,00.0 100.0 E_L�E NO O� 1.W =p
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ,00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I I t'0 0 VQ p u 3 M n 9
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 EYI C Q C7 m
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 99.9 97.8 W.
93.0 L MULLION cc m a 0 o e
720 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 95.8 93.8 91.9 BEA � Q C�IV p �m
74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ,00.0 97.0 94.4 92.1 90.0 88.2 z 7 w
II I00
-Wl-1 F-
WS EV
I
EurNC Q
1- m
CW H ^ ¢
ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
THE IxSTAD. CTAIL$OESf oEO xDiDtHXAS NEN
D nurxmREEIEaRrnwmxPrmxs EDRASPE
sllc D srE mxDDwxs cA1sE umADA,rox TD DEvuTE
FROM INEREOORIEMENR DETAR EHERDNADOD6E0
ENGINEER OR M W RR SXALL VREPARE SIIF SVEONC
````1.117 1717 7.,''
QUALIFIED ANCHOR CLIPS '�` E s '• �'o�
N .7 T
Ste• 5A OF
TABLE NOTES: i OT O
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET FOR TYPICAL INSTALLATION METHODS + + + + + + O L
&CLIP DETAILS. E aeDS�iedT
ULMS,INC
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. »B oADAA 401OROPLBL •33B
�
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) ECERT.of LIMON N�MM
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. :
5. ANCHOR REQUIREMENTS: ALUMFOR WOOD SCREW OR MINUM UL O( pL{�;
N TO MULLION ANCHORING FL6067
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES: DATE02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10• 3.25" 400" DWG.BY: CHK.BY:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O O HR HFN
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH.
0.375• 41 SCALE: NTS
DWG.#: SWD015
I SHEET
2728 f- MULLION ANCHOR BRACKET 50-2722(PART#230297) {�
PART#230296 ALUMINUM(6063-T6) 1J
FOR CMU ANCHORING OF 16
i
J
[�silver Line
wlnoows•000Ksa
AMERICAN CRAFTSMAN WINDOWS
PLY EM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSFI:2728 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO WOOD.CONCRETE.ALUMINUM,OR STEEL NORTH BRUNSWICK,NJ 08902
L-MULL W-TRIBUTARY WIDTH(IN) PH:(800)2344278
LENGTH IN 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 420 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0
60.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.0 92.9 90.0 T^y j ZO ZL1� E
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 96.1 92.9 89.9 87.1
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 93.1 90.0 87.1 84.4 _
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0 100.0 100.0 100.0 97.0 93.5 90.3 87.3 84.5 81.8 O N G 5 S_
68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.7 94.1 90.8 87.6 84.7 820 79.4 O 1.2 S
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.9 91.4 88.2 85.1 82.3 79.6 77.1 N W Z i g 1. L
72.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 92.3 88.9 85.7 82.8 80.0 77.4 75.0 DC 1--10�-� O a=l ..
74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.4 .5 8 'X Q
89.8 863.4 80.5 77.8 75.3 73.0 JJQ= m
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W W N Ln N K \a
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In
Ln
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REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
1 _T THEINSTANOT OETALLS DESCONDMEREINAREGNNN
I
12 D NIAY NOTREfIFCf ACfUAI WNDIRONS fORASPEOFl
TEQM7SSRE N511E WNORIONSGRIREDLS DHERV NTODEVIATE
MINGIN ERORAROR U DETAREDNEREW ESPEO W
ENGINURO- -STM 00.ARCT E SKL
s L TRIBUTARY WIDTH= + ,t,.tLLt111FI/l/�
wi
I-1 I QUALIFIED ANCHOR CLIPS
� LI 1-.1-{�-w2-� ` N 7 7
TWO-WAY MULLION DIAGRAMS
fl SA OF r
TABLE NOTES: O IDS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATON BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
M�4!AdaldbE
A PM No 73178
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. Sae E DA ELILDING DROPS,INC
MLeLW 335
SE
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET SO-2722(PART#230297) FPE CFAT""OF AuixoR¢RAS of Nu T➢878
S. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL#:
.WOOD:#12 WOOD SCREWS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5)
D.1D• 3.25• 4.00° DATE: 02/11/19
i 6. INSTALLATION SUBSTRATES: DWG. cHKHFN
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE O O
MIN.S.G.=0.55. 0.375°
SCALE:` NTS
CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2'.CONCRETE SHALL
BE MIN.4000 PSI. DWG.#: SWD015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL T 1.00 I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1"THICK ALUMINUM 6063-T6. 2728 ALUMINUM(6063-T6)
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. FOR CONCRETE ANCHORING is
OF 16
Silver Line
WINDOW4.00011e"
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE STLVERUNE DRIVE
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):2728 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO CMU NORTH 8RUN --02SWI22x
M w02
PN:(soo)23c4
L-MULL W-TRIBUTARY WIDTH(IN)
LENGTH(IN) 18.0 20.0 22.0 24.0 26.0 78.0 30.0 32.0 34.0U81.176.8
&0 40.0 420 46,0 46,0 48.0 50.0 52,0 54.0 56.0 58.0 60.0 62.0 64.0 ry N
f\Z Z 2 U
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.04.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3 LV)O O Z E
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0Ln
1.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.5 62.2 60.1 58.1 56.2 54.4 ``
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.38.8 84.4 80.4 76.7 73.4 70.3 67.5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 O1 Lp O I�tr O Q q
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.36.1 81.8 77.9 74.4 71.1 68.2 65.5 62.9 60.6 S8.4 56.4 54.5 52.8 51.1 '01
6&0 100.0 100.0 100.0 100.0 100.0 100.0 500.0 99.3 93.43.6 79.4 75.6 72.2 69.1 66.2 63.5 61.1 58.8 56.7 54.8 52.9 51.2 49.6 n2 O
70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 90.81.2 77.1 73.5 70.1 67.1 64.3 61.7 59.3 57.1 55.1 53.2 51.4 49.8 48.2 W H Z 3 g r
72.0 100.0 100.0 100.0 100.0 500.0 100.0 100.0 93.8 88.28.9 75.0 71.4 68.2 65.2 62.5 60.0 57.7 55.6 53.6 51.7 50.0 48.4 46.9
74.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 91.2 85.96.8 73.0 69.5 1 66.3 63.5 60.8 58.4 56.1 54.1 52.1 50.3 48.6 47.1 45.6 `C J= A 3
a �z
n W=`714
m to n
W^1 C Q \a
ul N d
REMARKS BY DATE
STH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
THE INSTAI ATON DETAAS DESDU9E0 HEREIN ARE GENERA
W2 OMAYNDTREPLEOTAOf CONDMONSIORASPEDN
SiTF.Ii SffE CONDRIOHS CAlISF MSTAWTION IOOFV1AlF
1 EAOMIME REOUIREMENIS OETNI£D NEREIN,ADCQbEO '
J_ ENGINEER WARODRGISNALLVPf➢ARELIESVEDM
L TRIBUTARY WIDTH=W �TTlllflff
o
II I QUALIFIED ANCHOR CLIPS
L Wl�7t'�W2�1 - •• Ey 7 7
TWO-WAY MULLION DIAGRAMS o. s A OF rr
TABLE NOTES: %�.� O lD)'•'� ��a
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
&CLIP DETAILS. 4!Ada1ldb`E`
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. IA;°DDA P.C.No w�c
3Re E.DANA eEAW eLw. JSe
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) om°r""�w�"ntln acme
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ALUMINUM(5063-26) FL#:
5. ANCHOR REQUIREMENTS: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
6. INSTALLATION SUBSTRATES: 02�11�19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2 0.20^ 3.25° 4.00^ DATE:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. DWG.BY CHK.BY:
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. 0 + 0 + HR HFN
o.ms° SCALE: NTS
DWG.#: SWD015
MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET
2728 ALUMINUM(6063-T6)
PART#230296 FOR CMU ANCHORING
OF 16