HomeMy WebLinkAboutProduct Approval, mullions 398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
Series 2723 (Part #230295)/2724/2728 (Part#230296)
Structural Beam Mullion (HVHZ) (Impact)
for
Florida Product Approval
FL# FL 67
I
ReportNo. 6460
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Mullions
Product: Series 2723 (Part#230295)/2724/2728(Part
#230296)Structural Beam Mullion
Material: 6063-T6 Aluminum
Prepared for:
Silver Line Windows and Doors
One Silverline Dr. ```��.\,Ili Ilfit,'I,®,o�
North Brunswick, NJ 08902 �� O �e
Prepared by: = o�' � E S 'Po
Hermes F. Norero, P.E. N . 7 7
Florida Professional Engineer#73778
Date: 10/18/2019 S A OF
°T . . o IOP.• '
Contents: ees
Evaluation Report Pages 1-3 °i� `s O 4
Digitally signed by Hermes F Norero Herme'dFI Now6 P.E.
Reason:I am approving this document Florida No.73778
Date:2019.10.18 19:44:29-04'00'
I
I
i4 Y
i
BUILDING DROPS FL#: FL6067
A Perfect Solution in Every Drop! Date: 1 o: 64 019
Report No: 6460
Certificate of Authorization:29578
Manufacturer: SILVER LINE WINDOWS AND DOORS
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method(1)(d)
Product Name: Series 2723(Part#230295)/2724/2728(Part#230296)Structural Beam
Mullion(HVHZ) (Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for Silver Line
Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process!of
the product named herein.
�I
This product has been evaluated for use in locations adhering to the current Florida Building Code.
I
See Installation Instructions SWD015,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD01S require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD015 for size and design pressure limitations.
Hermes F. Norero; P.E.
Florida No.73778
Page 2 of 3
/Q/A\\
BUILDING DROPS FL#: FL6067I
A Perfect Solution in Every Drop! Date: 1 o: 64 019
Report No: 6460
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance witK the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association(FBC Organization#QUA2515).
I
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330
Referenced Data:
1. Product Testing performed by Testing Evaluation Lab,Inc.
(FBC Organization#TST4317)
Report#:TEL 05-1007-2 Report Date: 10/05/2005
Test report reviewed by Wendell W. Haney, P.E., FL P.E.#54158 on 10/5%05
I
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
Installation:
Refer to Installation Instructions(SWD015)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(SWD015)for design pressures based on size,configuration,and
glass types.
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Hermes F. Norerol P.E.
Florida No.73778
Page 3 of 3
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Search Results-Applications
FL# TY.P Manufacturer Validated By, Status
FL6067-R10 Revision Silver Line Building Products Corp. Locke Bowden P.E. ! Approved
FL#: FL6067.2
H story (334)300-1800
Model:Series 2723/2724/2728 l
Description:Structural Beam Mullion
Category:Windows
Subcategory:Mullions
i
"Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. ---
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida.Is an AA/EEO employer.Qpgyr&ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::0.efund Statement
Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questlors,please contact 850.487.1395.*Pursuant to Section'455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for officlat communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Acceptsd
Credit Card
sap,
I II
,r.
GENERAL NOTES:
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AMERICAN CRAFTSMAN WINDOWS
OGOMPLYWITIiTHECURRENTFLORIOABUIfDINGCODFE(F MANUFACTURED
4 Suver Line
INCLUDING HVHZ AND HAS BEEN EVALUATEDACCORDING TO THE PLY GEM WINDOWS
' FOFO LT03-94 AMERICAN CRAFTS MNWNDOWS
TAS 203-94 SILVER LINE WINDOWS AND DOORS PNEM"Do oMD_
TAS 202-94 srcvao esnvE RIVE
RS
TAS 201-94 rvo ONESIL ERLIO(,RIVE 01
AEQUACYSTUI OF THE EXISTING STRUCTURAL SERIES 2723 (PART#230295), 2724, 2728(PART#230296) PH.(am)23"m
2 D2%FRAMING AS MAIN WIND FORCERMSTING SYSTEM STRUCTURAL BEAM MULLION(HVHZ) (IMPACT) :'t
Z V
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED N � ? � �
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF q F gg
THEENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF _
&€o
INSTALLATION. Wl 4�A�2 L M ¢a _O'al
3. Il(AND 2KBUCKS(WHENLSED)SHALL BE DE516NED AND- N Q Q-F= tD
a:aai m, t
SUCK
AND
INSTALLATION
IS ALL RESOON I THESTRUCTUREOF HE Q I-co N z In W 8
BUCK DESIGN AND INSTALLATION ISTHE RFSPONSIBILRV OF THE M`Q, m 3
ENGINEER OR ARCHITECT OF RECORD FOR THEPROJECT OF C -31
INSTALLATION. W2 ^ao ��.. m
4. THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND. � ,N w
MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPEOFIC SITE.IF - N w a
SITE CONDITIONS CAUSE INSTALLATION TO DEWITE FROM THE L F h i
REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR B - F
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE REMARKS BY DATE
WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE 4 a Wi 6TH FBC EDITION AG 30/17
TIME PRODUCT APPROVAL TO BE OBTAINED FRDM MIAMI-DADE
ITER. ELEVATIONS UPDATED SM 6/19
S. MULLION&CLIP MATERIAL'ALUMINUM 6063-76 p
4
c 6. MULLIONS MAY BE USEDRSEPAR TEAIANYAPPROVED FENESTRATION
PRODUCT,UNDER SEPARATE APPROVAL �eeanorRauo.cnwmAnnro�armu
t
4 mcemeao�w�xswsFuaruunoxrooEwae
. iWMFM ermm�eAnnSonamxv�,Aumam
7. SEE SHEETS 5-16 FOR INSTALLATION ANCHOR REQUIREMENTS FDA Eiwu.NxosARnarzeswurwAuarta�c
SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS, 4 Blmlh'4i9 �YIy4Rry�F Molelo
a
AND DESIGN LOAD CAPACITIES, fs'
8. IN ACCORDANCE WITH THE CURRENT FBC CH2ODISSIMILAR METALS
INCLUDIN NERS THAT MAY ACi WITH - .;,
ALUMINUM UNITFRAMINGSHALLBEPROTECITED. L S,• 701:
&B- - N PTABLE OF CONTENTS a Wi a a * Th
'D 5 A? 'SHEET REVISION SHEET DESCRIPTION �J. OF x
b 0 B GENERAL NOTES AND TYPICAL ELEVATIONS �cr
_ G\
z 2 B MULLIONS CROSS SECnONS �L p i/
A
/
3 B ANCHOR CUP CONFIGURATIONS
� 4 B VERTICAL SECNONS&ANCHOR SCHEDULES 4
Ey '0Mo 8t FfiFJ1LWim. 10
W1- S B ANCHOR FOR 2723(PART R230295)ONE-WAY MULLION W2
W2 TYPICAL ELEVATIONS ��OF�� ft 2=3
TAB
A 6 B ANCHOR LOAD LES FOR 2723(PART#230295)ONE-WAY MUWON-CMU ONLY tea, c
7 B ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAY MULLIONINSTRUCTIONS: FL6O67
8 B ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAY MULLION-CMU ONLY p
9 B ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION 2.
DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: QZ�11�19
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
10 B ANCHOR LOAD TABLES FOR 2724 ONE-WAY MUWON-CMU ONLY 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: DWG.BY: CHK.BY:
11 B ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION • ASSEMBLLESCONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. HR HFN
'? • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS
12 B ANCHOR LOAD TABLES FOR 2724 TWO-WAY MUWON-CMU ONLY USEOFTWO-WAYMUWONS.
.x 13 B ANCHOR LOAD TABLES FOR 2728(PART IL230296)ONE-WAYMUWON 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.a: SWD015
USING CHARTS ON SHEETS 6-16.5 SHEET 14 B ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MU W ON-CMU ONLY 5. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SU8STRATE/CJP COMBINATIONS
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 9230296)TWO-WAY MUWON-CMU ONLY DESIGN PRESSURE RATING.
OF 16
Silver Lane
WINO pWT•p OO�f"
AMEIE LYGE liMI NDOMNDaX6'
.� SILVER WQVRNDOWSAHDDaDRS'
DHE SUVERUHE DRIVE
NORDIERUNSVVIMplamm
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N j 2.
O �gX
x�2 o "
CC^* Nh 3
1.00"
a
REMARKS BY DATE
0.10° 010" 0.10" ni o 6THFBCEDITION AG 10/17
M _ .M ELEVATIONS UPDATED SM 6/19
rl In
Ln b N h N
O o0
ILA G r4 tV fV (n
p � ADA.Nvocr IunsmAfs
•Y NAYNDtfLf36TN.tWS�60s�St�SA
Fk SR[.RSIRfDMPN�I6QUY1lSTYLITpk TOplVLti[
IMdIT2R'fWEICMfMRORMD)11LAi1N.Au(11'®
E6GMYERpAAAOfiEC[SRAtLPADAI{T TI[T SPECYtC
1 " 2.00" 1.00".00
SERIES 2723{PART#230295} SERIES 2724 SERIES 2728{PART#230296)
TUBE MULLION TUBE-MULLION TUBE MULLION 4#D s d OP
NOTE: ��ss o t. ...... �•
1. MULLION PROFILES SHOWN ABOVE ARE >
D1LOMp olmPs'am
OF ALUMINUM,6063-T6 MATERIAL
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES FLp:
AND DIMENSIONS. FL6067
DATE- 02/11 19
DwGHR HFN
SCALE: NTS
-s
DwG.a: SWD015
F SHEET
�j
G� aF 16
I
e
t
a: 7.68" 7.68"
ED Silver Line
i
WINDOWS.00ORR-
612"
1.12" 2.25" 2.25" 2.25" 2.25" """° PL"L cu°MMUDOWS
1. MM
.. ALVER UNE WINDOWS MID ODORS
oN¢vmFxiwe Drove
i
NOBM e(DNSW<QNJOB90i
F
a-1. (dY1I NQ(MO)
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-- - - ~
SEE MAILS I&2- - - - - ~ - SEE DETAILS 1&2- - - - REMARKS_ _e BY DATE_
u1 BELOW N Ln BELOW N 6TH FBCEDITION AG 10/17
N N ELEVATIONS UPDATED SM 6/19
s: _
$ n¢ DeY ALMMMw FMA
- AWYI10fR61FLlALIIY�IOVOfIiDI8PoF19eB1
o90im6[ld1IINRAII�S®IIDNVeIt
7.68" 7.68"
MULLION ANCHOR BRACKET 50-2722(PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297)
ALUMINUM (6063-T6) ALUMINUM (6063-T6)
(6)ANCHORS FOR WOOD.SCREW OR MULLION TO MULLION ANCHORING
q (4)ANCHORS FOR CONCRETE&CMU ANCHORING N
S A OF
in i in
'Z No R7P7RE
.� 325 E D DAM 11&W
BL19./S7B
; IDef
CMT.OF A�A7UONWO 26M
x DETAIL 1 DETAIL 2 FL#_._FL6O67-- --
COUNTERSINK HOLE THROUGH HOLE DATE: 02/11/19
§
NOTE: DWG. R cH HFN
1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE NTS
THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG.u: SWD015
DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET
3
OF 16
r
- - — - -- 1 ANCHOR,118-3/4'SELF
MIN.1-3/8' MAX 1118„ DRILLING SCREW FROM tib p
MAX.2-1/W' EACH SIDE OF THE - Silve' Line
EDGE DISTANCE MIN.1t2° MULLION INTO 7H
wiwoows•DDaea-
SUBSTRATE BY OTHER
WE
INTERIOR EXTERIOR BRACKET,STAGGERED AS AME%CAt10 WWDM
EXTERIOR INTNECESSARYFETO.AV_01_D
MULLION ANCHOR
INTERFERENCE uivExunEamERUNED Daacas
ONERNswi E fu0
BRACKET SD-vzz.- MIN. _- __- «D�
VERTICAL i j j j (PART#230291) EDGE DISTANCE
MULLION R i MAX.21/8" N
MIN.Vr N Z Z E
1 ANCHOR,#8-3/4"SELF
1t4°MAX• -------- - MIN.1-3t8" r y E
DRILLING SCREW FROM I --------- MAX.2-1/4"
EACH SIDE OF THE EDGE DISTANCE
MULLION INTO THE CV)a
BRACKET,STAGGEREDAS i �N¢O
NECESSARY TO AVOID MIN.EMB.
INTERFERENCE VERTICAL ¢a=+N$ w
MULLION 4 fix>. m .
SUBSTRATE BY OTHERS
MULLION N 00 `� m
BRACKET 50-2722 N�v a J
INTERIOR (PART#230297)
MIN. h N D,c <41
EDGE DISTANCE �� � w
MIN.EMB. a
--- - 1/4"MAX _ - REMARKS- -- -- BY DATE
ANCHOR DETAIL
6TH FBC ELEVATIONS
SM 611719
-_ANCHOR DETAIL _ ..__ £LIVATIONSUPDATED SM 6119
" 4 ULLIONANCHOR BRACKET 50-272t(PART N23079?) 4, MUWONANCHOR BRACKET SO-Z7'22(PART N230297)
p no��iutAauu�wnoYsw.�A
2 SRL69Rlri1gNY8WE[A6TAOATIafOttWlE
4
i0.dlTILIHNIALYDDSMTAdFLMWi.A41Q�D
(fi)#12 SELF Exmaaoa'x"rsEaauuemAaEsrsvcax
MIN. DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS ,`1�j111tlltTri rrrji
EDGE HORIZONTAL
DISTANCE TRANSOM SCREW EMBEDME EDGE ��` rrif
INSTALLATION .i
MULLION SUBSTRATE TYPE LOCATIONCITY PER ANCHOR TYPE ( ' DISTANCE `. \ g i
N 7 7
1/4"MAX. ...
MIN.EMBED
ANCHOR BRACKET a. S A `OF • tl Z
MAX 11/8" I F VERTICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR S.S 0.75
MIN.1/2' I t i
1 MULLION 1 ANCHOR,N8-3/4°SELF #230297)
i I DRILLING SCREW FROM
MULLION ANCHOR 11 i j EACH SIDE OF THE ANCHOR BRACKET SI �.
BRACKET SD-2722 21 I I MULLION INTO THE CONCRETE/ 50-2722{PART 4 STRONG-TIE TITEN 1.0 2-E0 }° WM
(PART#230297) ii ii
BRACKET,STAGGERED MASONRY #230297) ANCHOR 79°mv "D
NECESSARY TO AVOID:
EXTERIOR INTERIOR INTERFERENCE ALUM. ANCHOR BRACKET m�#
1 MIN.1-3t8" MULLION/ALUM. 50-2722(PART 6 #12 SELF-DRILLING SMS 3 THREADS 2.00 FILM �1# CC L
MAX 2-1/4" /STEEL #230297) r�V V 6�---
" -EDGE DISTANCE DATE: 02/11/19
VERTICAL SECTION NOTE NOTE DWGHR CHIC
- -
�t ALUMLNUManUtltoN -NEAO,SILL AND JAMS HAVE DETAILS SHOWN ARE TYPICAL FOR ALL scale: NTS
`i SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE
SIDE y SHEETS 5-10 FORALLOWABLE MULLION DWG.#: SW D015
CONFIGURATIONS,SIZES.AND DESIGN SHEET,
4PRESSURES. �
J V
`V
OF 16
T
T'd
T
Silver Line
wlw•ows-••..-
AMEWGN EAAFISMAN WINDOWS
PLYGEM WINDOWS
SILVER UNE WINDOWSANO DOORS.
ONE SIIVERUNE ro0
NOM,BRUNSYACK,u 067@
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSFI:2773 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONSI-INSTALLATION TO WOOD.CONCRETE.ALUMINUM OR STEEL PN:(800)234-4228
L-MULL IN-TRIBUTARY WIDTH(IN) N N
LENGTH(IN) 18.0 20.0 220 24.0 260 2810 30.0 1 320 310 36.0 3&0 400 42.0 410 460 49.0 50.0 520 50.0 N Z u 0
Z� E
60A loom 100.0 1DDD 100.0 IOD.O IOOA 100.0 look 110.0 loom 100.0 3000 loom look 300.0 loom 1000 loom 100.0 MULLIONS
6210 loom loom 1004 look 100.0 100.0 100.0 loom IOOA 10010 loom 300.0 300.0 300-0 loom 100.0 100.0 100.0 100.0 � O�j��_n
6410 200,0 100.0 Io0.0 look loom 10010 100.0 100.0 100.0 100.0 1000 100.0 100.0 IDOA 100.0 100-0 100.0 11010 100.0 til 6610 100.0 IOOD 100-0 lOD.O 100.0 100.0 100.0 1000 100-0 100.0 300-0 loom 300.0 100.0 100-0 loom 100.0 100.0 lODm N O-� ~ 0 A
684 1000 100.0 100-0 loom ID0.0 11011 loom IOD.O loom 11011 loom 100,1 100.0 100.0 99.2 968 94.7 92.9 9110 �'m-
1 .MULLION.
700 300.0 100-0 100.0 100.0 100-0 100.0 1000 100.0 I0OA look loom 98.9 955 92.5 69.9 87.7 85.7 63.9 62.4
7710 300.0 200.0 look loom -100.0 IOOm' 1004 '100.0 100.0' '97.7 93.7 902 87R 84.3 8I.9 79.6 77.7 76.1 74b
740 100.0 300.0 100.0 IODD loom 100.0 100.0 98.7 9310 695 858 825 795 76.9 70.6 726 7010 69.2 1 672 `�. j on'p+
I II I = Y
F-Wl-11-102-I Wl N N w
ti w
rv1
If
ONE-WAY MULLION DIAGRAMS REMARKS - BY DATE-
6TH FBC EDITION AG 10/17
& ELEVATIONS UPDATED SM 6/19
't
a ra V6INWTRm arAss asauo[Dauw Arn0lx
AWI2AwY Not Hf91RARWICDN01MIN3lW A
T• Y1f.Y5rRfaagnroxf u"Ff oYFTN4ipnT0[rC/Nl[
R9NTx[oEanaNnrnrsxraomxf¢w,afwttfo
-� F[NwufxoaAaomfRsuuvmsa9e srfsreDFc
`,```LSLIIIIf1/77�'
' QUALIFIED ANCHOR CLIPS E
K1 R OF =
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. + + 47+]
b 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. FLOR4A P.E.N4 73M
outom
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 30 a eTAAE..w°t0 f 3.14
T 4. SEE SHEET 3 FOR SPEGFIC BRACKET DIMENSIONS, ME CMT.OF AAVIII'dRAP01�R N4.29678
MULLION ANCHOR BRACKET 50-2722(PART#230297)
S. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) PLD:
f •
WOOD:#12 WOOD SCREWS 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.BY: CHK.BY:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE o.
l0 267 32s' +] HR HFN
MIN.S.G:0.55.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL1 F+
0.375- ° ° SCALE: NTS
BE MIN.4000 PSI. I DwG.D SWD015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALLT__:� 110 SHEET
BE MIN.18 GA.(0.045"THICK)33 KS1 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
Silver Line
wlxoowa•000Rtt-
AMEMCAN OtAFTSM W WINDOWS
PLY OEM WINDOWS
SRVEA LINE WINWWSAND DOORS
ONEVLVERLINEDRNE
Noll N BRLICK N)05702
NSWI
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSFl•2723 STRUCTURAL MULLIONS(ONE-WAY CONFlGURATIONSI INSTALLATION TO ONU PR:IN)2344226
L-MULL W-TRIBUTARYWIDTH(IN) J -
LENGTH IN 1&0 2LL0 220 240 26.0 2&0 30.0 320K34.0 36A 3&0 40.0 42A 46,0 46.0 48.0 50.0 SLO 510 F�x Z z Z
60.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 1100.0 1100.0 1100.0 MULLIONS j
620 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 IWO 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0660 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 1190.0 1aD.D 1100.0 too.n 1190.0 100.0 taD.o tao.D 100.0 a �'-� . �66.0 100.0 100.0 1100.0 1000 100.0 1n0.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0m 6&0 100.0 100.0 100.0 1IM0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 88.8 94.7 929 914 �M70.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 1000 100.0 98.9 9S.5 92.5 8&9 87.7 85.7 83.9 824 L ,MULLION � tu
o720 100.0 100.0 100.0 10&0 fU00 tU00100,0,_ 100:0 97.7 93.7 96.2 87.0 84.3 81.8 79.6 77.7 76.1 74.8 -.�Q.. -�_ -p74-0 100.0 100.0 100.0 100.0 100.0 10&0 1100.0 89.7 89.5 85.8 825 79.S 76.9 74.6 726 70.9 69.2
002 u
'003 002 N N f at: (\`
Lu Q
ttyy� 111 N O.
/a
FN n a
ONE-WAY MULLION DIAGRAMS REMARKS BY-DATE-
6TH FBC EDITION AG-10/17
ELEVATIONS UPDATED SM 6/19
a
i
raLlNsrAtusroN ocrAAs"LstArm4wLRswaae4lNera
turnorarnecractuucor:msmsarDRasal j
sR[."srtc tu.4trwa cruse varauanon To ts1W arz
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I
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QUALIFIED ANCHOR CLIPS N ?o
0 A OF -�
TABLE NOTES: :��. O IDP••' �4�
t 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS
p &CLIP DETAILS. Pt No�
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 30 c o D atm l ue
s 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET ALUMINUM 50-2722(PART#230297) Fisc 063-26) OF�TM�AA z9s7e
(5FL S. ANCHOR REQUIREMENTS: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L�067-------
•-CMU:1%4"-SIMPSON STRONG-TIETITEN ANCHOR
6. INSTALLATION SUBSTRATES: nlj�l
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. 247• 31s HR HFN
Y:
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. O + O NTS
D37s � SCALE:
DwG.R: SWD015
T-� i.00• �- SHEET-. ..
2723 MULLION ANCHOR BRACKET 50-2722(PART#230297)
ALUMINUM(6063-T6) 0
PART#230295 FOR CMU ANCHORING
OF 16
} f Silver Line
wiaoows•000-s^
AMERICAN C W
NW
EMON OOWS
PLYGEM O
SILVER UNE WTNWLWSAND
KAND WOKS
ONE SRVERUNE DANE
NORTH BRUNSWCK.NJ 08902
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSF)•2723 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION TO WOOD CONCRETE.ALUMINUM.OR STEEL PH:Is4oI 2344=
L•Mid W•TRIBUTARY WIDTH(IN)
LENGTH(IN)r1&0 20.0 22.0 20.0 26.0 2&Or311.0 32.0 340 36.0 Sao 40.0 42.0 40.0 460 4&0 SDA 52.0 50.0 560 58.0 600 62.0 64.0 n Y Z Z ¢
604 100.0 100.0 100.0 1000 100.0 300.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 ]fA.O 100.0 1000 98.0 91.6 9L5 B&5 8S7 �.,O ppg
r N N 6
62.0 103.0 1000 1000 1000 100.0 Joao 100.0 100.0 10D.0 lo0.0 100.0 100.0 100.0 SOQO 100.0 99.S 95.6 9zi 8&8 85.7 829 80.2 77.7 N b I-.^m .�C
64.0 100.0 1000 1000 10x0 100.0 700.0 100.0 100.3 1000 100.0 100.0 100.0 100.0 9&3 94.2 90.4 86.9 83.7 80.7 7&0 75.4 72.9 706 O N GF4- z 3
66A 100.0 100.0 100.0 300.0 100.0 1000 100.0 3000 1000 300.0 1000 9&2 93.7 89.6 85.9 8L5 79.3 763 73.6 71.1 6&7 66.5 61.4 "68.0 700.0 1000 100.0 300-0 100.0 300.0 U10.0 100.0 100.0 .2 94.2 89.7 85.7 H1.9 7&5 75.4 72S 69.8 67.3 65.0 628 60.8 5&9 .QCJOA 100.0 100.0 100.0 100.0 IOQO 1000 7000 100.0 960 909 .d82.37&5 75.1 720 69.1 66.5 64.0 61.7 59.6 57.6 55.7 540 ZSS72.0 -100:0"700.0__.100.0.. 100.0....3003_....]000_ "94:2 .93:4.. '8&2 836 79A 75.6 72.2 69.0 66.2 63.5 611 58.8 56.7 51.7 529 SL2 49.6 _ _. `_Q.Q_x74A 103.0 SOD100.0100.0 100.0 9L4 860 812 77.0 731 69.6 66.5 63.6 609 5&S 562 51.2 522 50.4 48.7
W N m , 2
Lu h <G
�W
REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
�R
3. MULLION
( MULLION ixE ixYiAwwx iAafoewlzwn uc �
_T. WfNDT BFf1ERACNA COxBOiNKfORA
-i 91E 63RE CONOIIiGNSGUS[MSiRNATPCNtDOMNiC
W2 DYGINEFRORAPDNFCI4MLLPREPNRSR( A
i
y L TRIBUTARY WIDTH=WI+W2
-( IJ QUALIFIED ANCHOR CLIPS
wl - -W2-{ N 7 7
TWO-WAY MULLION DIAGRAMS o� o Lfl�-
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. T PM
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. L M
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. >sB dAOAUTHOR �
.4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.. MULLION ANCHOR BRACKET 50-2722(PART#230297) rD�anT a� �
4 ALUMINUM(6063-T6)
FL#:
«'-5.. ANCHOR REQUIREMENTS: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING _ _F L60.67_
-�WOOD:#12 WOOD SCREWS ---.
-g '-- ---- -
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR DATE: 02/11/19
-METAL:#12 SELF-DRILLING SCREWS(GRADE S) DWG.BY: CHK.BY:
6. INSTALLATION SUBSTRATES: oio z.4r 3.25 HR HFN
-WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE I �- O -� O SCALE: NTS
MIN.S.G.=0.55. 0.376
3 -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL DWG.a: SWD015
J BE MIN.4000 PSI.
SHEET
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL �-� Sm MULLION ANCHOR BRACKET 50-2722(PART#230297)
BE MIN.18 GA.(0.045"THICK)33 K51 YIELD &ALUMINUM SHALL BE MIN.0.1"THICKALUMINUM 6063-T6. 2723 ALUMINUM(6063-T6) Q
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 FOR CONCRETE ANCHORING
OF 16
FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH.
0
f]Siiver Line
wlNoows•000ss�
M¢RICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SRYER UNE VM W WS AND DOORS
ONESUERUNEORNE
NORTH BRUNSWIck m am
MAXIMUM DESIGN PRESSURE CAPAaTY CHART HPSFI:2723 STRUCTURAL MULLIONS(TWO-WAY CONFIGURATIONS)-INSTALLATION T0CMU PH:IBM)1344178
L-MULL W-TRIBUTARY WIDTH(IN)
LENGTH IN 1&0 120.0 22.0 240 26.0 2&0 30.0 310 34.0 360 3&0 40.0 1 42.0 44.0 460 1 480 1 SOA SLO 54.0 S&O S&0 60.0 0-0 640
600 100.0 100.0 1000 100.0 1000 1000 100.0 1000 100.0 100.0 94.7 90.0 85.7 BL8 78.3 75.0 72.0 69.2 66.7 61.3 62.1 60.0 58.1 563 �; O d
610 100.0 WO-O 100.0 1000 100.0 300.0 100.0 100.0 100.0 96.8 9L7 871 819 79.2 75.7 TL6 69.7 67.0 64.5 62.2 60.1 581 56.2 54.4
ON
60.0 1000 1000 1000 1000 WILD 100.0 100.0 100.0 99.3 938 88.8 84.4 804 767 73.4 70.3 67.5 60.9 625 E03 5&2 563 544 52.7 pbj 13V�4 OK 56d;-
66.0 100.0 100.0 100.0 1000 100.0 IOD.O 100.0 100.0 95.3 909 S&1 81.8 779 74.4 71.1 68.2 65S 619 W.6 5&4 56.4 54S S18 SS1.1l m p
680 100.0 1000 1000 103.0 1000 1000 100.0 99.3 914 8&2 8&6 79A 75.6 721 691 66.2 63.5 61.1 58Z 567 54.8 52.9 51.2 49.6 = -
700 100.0 IMO 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 6L7 59.3 57.1 55.1 53.2 51.4 49.8 4&2 Q_4:
a>Z.m pZp�3
720 300.0-'-1000' _300.0'-'200.0-''300.0' ]00.0-"I00.0" 93:8'"'882-'`83:3 7&9 760 73.4 fi82 65.2 6L5 60.0 57.7 55.6 53.6 SL7 50.0 4&4 46.9 'Q"a"'�+'N< W
740 100.0 1000 1(10.0 lDO0 1000 100.0 97.3 9L2 :9 BL1 76.8 73.0 69S 663 635 60.8 584 56.1 54.1 52.1 50.3 48.6 47.1 45.6 M�'_,j Z �}m�.
N `O m
<a H N W
�VH N 6
REMARKS - - BY -DATE ---
6TH FBC EDITION AG 10/17
y ELEVATIONS UPDATED SM 6/19
MULLION MULLION
is � mw�N�oT""n["ru nuiumNDn�"raARl"Avm.
SRL b S4E CON pOON4 UUSE wSTAIUNGI EO OMNtt
G W2 {ROMTXFIRDt11RONM130ETPA[DN[IIIM.AUQNYD
' � � QYdM[E110PA000RR91PI1PRP�R[NCSRGK
L TRIBUTARY WIDTH
WX
.T Fl�
TWO-WAY MULLION DIAGRAMS s A PF
TABLE NOTES: p 100 tlr`�,
L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS + 1111 +
&CLIP DETAILS. rEaaorim°e
DROM
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. xm E wBUILDINO.'aA am sx
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.- RPECERT.or wR mDAN ��AT esm
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FL u-
____' S. ANCHOR RECLUIREMENTS: ALUMINUM(6063-T6) -
•CMU:114"SIMPSON STRONG-TIE TTTEN 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. 010oil
2Ar 3.25 HR .IFN
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. NTS
o17s• O O SCALE:
Y DING.#: SWD015
�--� SHEET
2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) p
PART#230295 ALUMINUM(6063-T6) 0
FOR CMU ANCHORING OF 16
Silver Line
wlw•o4ra•0009s^
AMERICAN CRAFTSMAN WINDOWS
PLYGEMWINDOWS
SILVER UNE VN:ODWSANO DOORS
ONE SILVERUNE DRIVE
NORTN BRUNSMIX,W 089°3
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSF)•2724 STRUCTURAL MULLIONS IONE-WAY CONFIGURATIONS)-INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL PH:(9W)234422
L-MULL W-TRIBUTARY WIDTH(IN) ry N.
LENGTH IN ]SO 20.0 220 24.0 26A ffi0 30.0 32.0 30.0 36.0 3&0 40.0 42.0 40.0 46.0 4&0 5&0 51.0 540 n=Z Z
60.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100o MULLIONS
620 100.0 100.0 100.0 100.0 100.0 1oao 100.0 100.0 100.0 100.0 100.° 100.0 100.0 100.0 100.0 100.° 100.0 100.0 100,0 a A R$
64.0 100.0 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 98.9 97.0 95.5 94.2 ¢ a 3^�
68.0 1000 100.0 100.0 1�.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 99.3 96.1 933 90.9 88.8 87.0 855 842 I nt.Q Q r p
6& 00. 100.
0 100.5 10 0 10°.0 100,0 1000 100.0 100.0 100.0 97.2 933 89.9 87.0 84.4 82.1 80.1 78-4 76.9 75.6 "^1--� D - to
70.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 97.3 928 88.5 84.9 81.8 79.0 76.6 74.4 72.5 70.9 69.d 60.2 L MULLION ti w J Z 3 5
7ZO 10D.0 100.0- 1000' 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 82.9 81.7 0:Fcc--CO -
740 100.0 100.0 100.0 100.0 97,9 91.6 86.3 81.6 77.6 74,1 71.0 68.2 65.8 63.7 81.7 60,1 586 57.3 58.1 4
w
.. .. .. 1.
N`7_..
I I- wi
-11 N U O
�w1wx-1
1 u I I.-cc
I- n a <a
ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
i
• rl4 nm.uATw"xnA4usrAmco luRwAM I
MIIYNDI REN4[TACfULL GMMroW HMA
'A SOL65rtF WH04WN5 WIf[4II1611ATIOHTOINVU.iC '
moalxEue°uacmfHaorrufEOBeRcnanexvaro
f nG41[0 OR MOirt[R L W t oftol4t LIE Sw(6K
.•'��
QUALIFIED ANCHOR CLIPS _� N 7 *-
R
TABLE NOTES:
'f7j�t1 1111�1�`
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&.CLIP DETAILS. Pc
rIFLORVIA°'
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, a�=
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. =8 c ON"e61w W f sx
E9PD f2RL OF NnNn 2n?3
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297)
5. ANCHOR
WREQUIREMENTS:
#1 W D SCREWS -1 1.00 I- FOR.WOOD SCREW OR MIULLIONUM(N TO MULLION ANCHORING- FL#:
OOD: 2O
FL-6O6-7
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
DATE: 02/11/19
6. INSTALLATION SUBSTRATES: D•METAL:#12 SELF-DRILLING SCREWS(GRADE 5)
a WG.BY: CHK.BY:
tor.xa
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"& r HR HFNEDGE DISTANCE OF 0.75".WOOD SHALL BE O - - O
6 MIN.S.G.=O.SS. 425- SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL 1111
DWG_
# SW D015
't BE MIN.4000 PSI.
METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALLtl�100 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.
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
M` Silver Line
�' WINDOWf•DOO Pf�
WERICANCRAFTSINAN WOIDOW3.
SILVF/t LIRE WD1ppVJS AND 0000.5
ONE SILVERUNE ORM
MAXIMUM DESIGN PRESSURE CAPACT7Y CHART IPSR:2724 STRUCTURAL MUWONS ZONE-WAV[ONFlGURATIONS)-INSTALLATION TO CMU NORTH 6RUNSWIOC,NI omPH;(80D)2344228
L-MULL W-TRIBUTARYWIDTH LIN) C
LENGTH(IN) 18D 20.0 220 210 MO 260 30.0 320 310 36.0 38.0 40.0 420 46.0 1 46.0 48.0 50.0 520 59.0 n=;,z =. Z 9
60.0 700.0 100.0 100.0 10o.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 1000 100.0 100.0 1000 TWO 100.0 100.0 MULLIONS N� O
620 fOD.O 100.0 100.0 100.0 700.0 100.0 100.0 1000 100,0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Lj1
64.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 700.0 100.0 700.0 100.0 100.0 98.9 97.0 �.5 94.2 - - I ry -�Y O
68.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 iDO.O 100.0 1000 100.0 99.3 961 93.3 90.9 88.8 87.0 8515 84.2
8&0 100.0 100.0 100.0 100,0 700.0 100.0 100.0 100.0 100.0 97.2 93.3 89.9 87.0 84.4 821 80.7 78.4 76.9 75.6 ^7 tOp 4¢
70.0 100.0 100.0 700.0 100.0 100.0 700,0 100.0 97.3 926 88.5 84.9 81.8 79.o 766 74.4 725 70.9 69.4 68.2 L MULLION,,
7ZO 700.0- 100.0' "100.0"-100.0-- 100.0 _99.8- 94,0- 89.0_- 84.7 80.9 T7.5 74.6 72.0 69.7 67.7 65.9 64.3 629 61.7 ( _ _
70.0 100.0 100,0 100.0 100.0 BZ9 81.8 88.3 81,6 77.6 74,1 71.0 88.2 65.8 63.7 61.7 60.1 58.6 57.3 56.1 I `a Z.
co
W4�{-W2-{
= ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
n
z
2
� rrcumAwmMacTAUPL1uaLDMLuwAu 44M
WY MOT qD ICCT PC!W1 G74'DIII¢5 TOA q fl
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QUALIFIED ANCHOR CLIPS `� E s'• °�=
-N .7
TABLE NOTES i��iS O lDp'••'
S 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET FOR TYPICAL INSTALLATION METHODS „p 11 L
NQLE$' F.N x &CLIP DETAILS. PE
P6 t1D mlA NM 73M
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3R9 c o�PD�am
`s 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. s9P6 amD4MAa0 W28TWlNu ss78
_ 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FCR:
- .-5.-.ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) _ _ _
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR -I iD° F- FOR,WOOD SCREW OR MULLION TO MULLION ANCHORING F L6O6,7
:.'. 6. INSTALLATION SUBSTRATES: DATE: 02/11/19
z •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGEDISTANCEOF 2"• DWG.BY: CHK.BY:
1 HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0.30 2.or zsr O O HR HFN
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. o.zs SCALE: NTS
DWG.a: SWD015
I
Loo SHEET
MULLION ANCHOR BRACKET 50-2722(PART#230297)
2724 ALUMINUM(6063-T6) O
FOR CMU ANCHORING OF 16
Silver Line
wlHDows•DOoss�
AMERICAN CRAFTSMM WINDOWS
PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
ONE SILVEWNE DRNE
NORTH6RUNSWICY WO8902
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSM Z7Z4 STRUCTURAL MULLIONS ETWO-WAY CONFIGURATEONSI-INSTALLATION TO WOOD,CONCRETE.ALUMINUM,OR STEEL PH:000)2344228
L•MULL W-TRIBUTARY WIDTH(IN) N_N ll
LENGTH IN 180 20A 720 24.0 26,0 280 300 320 30.0 36.0 380 40A 42.0 40.0 460 4&0 SO.0 S20 94.0 56,0 58A 60.0 62.0 60.0 N j� Z
680 100.0 I 100.0 100A 1000 10D.0 10D.0 100.0 100.0 1000 1WA 1000 100.0 100.0 10°0 9&7 94.6 90.8 87.3 841 811 7&3 75.7 73.2 70.9
620 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 1000 100.0 2000 1000 98.0 93.5 89.4 85.7 813 79.1 76.2 73.5 70.9 6&6 66.4 64.3 �,b j w 0
64.0 1000 300.0 1000 1000 100.0 1000 100.0 1000 1000 1000 9&4 935 89.1 85.0 8L3 77.9 74.8 7L9 69.3 668 60.5 62.3 60.3 5&4 O,N
66.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 1000 94.7 89.7 85.3 81.2 775 74.1 710 %2 65.6 632 609 S&S 56.8 SSA 53.3 N.Q:R R
680 1000 MOD 3000 1000 100A 1000 1000 97.4 90 86.6 811 7&0 74.2 709 67.8 65.0 624 600 57.7 S&7 53.8 520 S83 487 - it,, W p Z g g
700 10°.0 100.0 1000 100.0 100.0 100.0 95.3 89.3 841 79.4 75.2 7L5 681 65.0 62.1 59.6 57.2 55.0 .52.9 510 49.3 47.6 481 44.7 C I-m' x [] o
72A 300.0 100.0 1000 100.0 100.0 93.8 87.6 "87.3- -77.3 73.0 69.1 6S7 625 59.7 57.1 543 525 50.5 4&6 46.9 a59 43.8 424 410 __Q_�-+,Np.,._.�.:._.. .. -
74.0 300.0 100.0 100.0 100.0 93.1 86.4 80.7 75.6 71_2 672 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 44.8 432 41.7 40.3 39.0 37.8 to tea,,, y m
_. ........ .... ^Do m
N n a
WW TV m I,
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F-y n
REMARKS BY DATE _
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
ADArnm DET.uuoETamn"ERDHAuunL
s""i4eNm n61ERAR"ALCONDIRO[+SHIRA
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TWO-WAY MULLION DIAGRAMS a. 0 iv , .
TABLE NOTES: i���'FSS O• L EGA`~�``
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. HD�L�ItII�wN2�`
H4f00A PE ]J776
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 494 I
VAM GBuLmE ti L su
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. Ft•E CAM NnxaPouna 2078
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#:
_5. ANCHORREQUIREMENTS:
ALUMINUM
#12 OD SCREWS -I l.Do I- W FOR WOOD SCREOR MUL NTFL6O67
O MULLION ANCHORING- -
OOD: WOOD --
i
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR DATE: 02/11/19
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DWG.BY: CHK.BY:
6. INSTALLATION SUBSTRATES: 0.10HR HFN
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE 1.07 LK
+ O + O
MIN.S.G:0.55. SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL o.2so DWG.N: SW D015
BE MIN,4000 PSI. SHEET
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL 10D MULLION ANCHOR BRACKET 50-2722(PART#230297)
BE MIN.18 GA.(0.045"THICK)33 KSI YIELD&ALUMINUM SHALL BE MIN.0.1"THICK ALUMINUM 6063-T6. ALUMINUM(6063-T6) �J
WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724
- FOR CONCRETE ANCHORING OF 16
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH.
. -- - MSilver line
AMEMANCRAFTSMANWINDOWS
PLY GEM WMDOWS
SILVER UNE WINDOWS AND DOORS
ONEDRU RONEOPNE
NORTH DPUNSWICR.W 0890]
AXIMUM DESIPRESSURE CAPACTTYCHART(PST):2724 STRUCTURAL MUELIONS ETWO-WAY CONRGURATION51-INSTALLATION TO CMU PN.IRDD
MGN 123"228
L-MULL W•TRIBUTARYWIDTH(IN) N N
LENGTH IN 180 20.0 220 74.0 260 2&0 340 320 310 36.0 3&0 40.0 420 40.0 46.0F5.9.
50.0 SLO 50.0 S6.0 SILO 600 620 60.0 ry j Z u-
-
LENGTH
1040 100.0 1000 1000 1040 IMD 100.0 1040 100.0 1(10.0 94.7 940 8S.7 81.8 7&3 72.0 69.2 66.7 613 6L3 WA 58.1 56.3 •`� O C
620 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 1000 969 9L7 87.1 82.9 79.2 75.7 60.7 67.0 64.5 62.2 60.1 S&1 56.2 54.4 q Ln -2 Q 4 S
64.0 1(140 100.0 1040 100.0 100.0 100.0 100(1 1000 99.3 93.8 8&8 84A 80.4 76.7 73.4 67.5 649 625 643 5&2 56.3 54.4 52-7 O N v y C z`8
6&O 1000 1000 1000 1(10.0 1(10.0 1000 1000 1000 96.3 909 B.1 81.8 77.9 74.4 7L1 65.5 629 606 5&4 56.4 54.5 SL8 SLI
611.0 1040 1000 100.0 1000 100.0 1000 100.0 97.4 917 9&6 82.1 7&0 74.2 70.9 67.8 62.4 60.0 57.7 55.7 53.8 520 50.3 4&7 ti`Q W < Z 5 g33
70.0 1000 1000 1040 1000 100.0 1000 95.3 89.3 64.1 79.4 75.2 715 6&1 65.0 6L3 57.2 S5.0 52.9 SLO 49.3 47.6 461 44.7 W a2lo01000000100.0 938 87.6 821 77.3 73.0 69.1 65.7 625 59.7 57.1 525 505 48.6 469 4S.3 43.8 4L4 4L0C�x740 100.0 1000 1000 100.0 931 Bbd .7 75.6 7L2 67.2 637 60.5 576 55.0 52.6 0&4 465 44.8 43.2 4L7 40.3 39.0 37.8 N�. O m m-
� N
F tW4 N a
REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
�Nt va..u..rmn arAArawounanwAveaa
-7 wr"mwltnAawtmrwroeaNraA
m.a m cnmrnrn+sYAus[oarAwmxmawrt
W2R/7 r[rP4Mwcrra¢w�oRR9�wlr"i¢rpp[int .
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TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET FOR TYPICAL INSTALLATION METHODS
O
&(IIP DETAILS. ]m i P.
73M
E.DANA 0.0m
O.YD. 334
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. DANA�1aE R SSOOa
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. EevE AUTNOR¢A iss7e
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 0-2722(PART#230297) FL#:
--- S.- ANCHOR-REQUIREMENTS: ALUMINUM(6063-T6) FL6067_- -
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR -I 1.00 I- FOR WOOD SCREW OR MULLION TOOMULLION ANCHORING -
6. INSTALLATION SUBSTRATES: DATE: 02/11/19
9 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. 0.30 2.07 x.sl H R HFN
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES-FOR 60".LENGTH. + 0 + + 0 SCALE: NTS
D250'
DWG.#: SWD015
SHEET
1.0o MULLION ANCHOR BRACKET 50-2722(PART#230297)
2724 ALUMINUM(6063-T6) 12
FOR CMU ANCHORING OF 16
Silver Line
wlwoows-000•s-
ANIMCAN CRAEITMAN WINDOW!
PLY GEM WINDOWS
SILVER LINE VANDOWSAND DOORS.
ONE SILVERLINE ORW
NORTH RRUNSVAM W OM
MAXIMUM DESIGN PRESSURE CAPACTV CHART IPSP):2728 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONS)-INSTALLATION TO WOOD,CONCRETE,ALUMINUM,OR STEEL PH:(800)23"M
L-MULL W-TRIBUTARY WIDTH(IN) N N
LENGfH(IN 1&0 20.0 2L0 24.0 76A 2&0300 3L0 340 36.0 38.0 40.0 4L0 440 66.0 4&0 50.0 SLO 50.0 N'.Z Z p
60.0 100.0 i00.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.a 100.0 100.0 100.0 100.0 1000 10D.0 1DOO MULLIONS N to g
82.0 100.0 1000 IWO 100.0 100.0 1000 100.0 1000 100,0 100.0 100.0 100.0 1OD.0 100.0 100.0 100.0 100.0 1DO.o 1000 v1� _
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640 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 I C 10R,�,a H C 7
66.0 100.0 1000 100.0 100.o 1DO.o 100.0 MOO 100.0 100.0 100.0 100.0 100o 100.0 100.0 100.0 100.0 1DOA 100.0 1000 M1-p ¢U
6&0 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 1000 100.0 100.0 "-N.Q.a
f_
70.0 100.0 100.0 iDO.O 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0MULLION.O L ft Lu z-
cc m.^:z O
72,0__...100.0 100.0 ..100.0. 100.0- 1000. -100.0. 4000- 1o0.0- -100.0 lomo 100.0 100.0 100.0 1DOA 100.0 100.0 100.0 100.0 100.0
74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10DO 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m`��> [b
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- ONE-WAY MULLION DIAGRAMS REMARKS- BY DATE - -
6TH FBCEDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
1 V•1 IAa] 4[l" Rfm AaL4N
MAY Hof�[i1LR ACN Ml W NDTONS 1011 A
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TABLE NOTES: �dT(�` O IpP.•�.`
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. t,
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.. B06DW DROM RC
!06 E MEG BFA01 aLsv 1 3!R
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. oANA AUDO n swo.
TOPE CERT.d''ADONI✓'L No sss7e
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET SO-2722(PART#230297) FL tr.
S. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6)
- - --- •WOOD•r412 WOOD SCREWS FOR WOOD SCREW OR.MULLION TO MULLION ANCHORING - FL6067 -
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR DATE: 02/11/19
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) 3 ss• 400-
6. INSTALLATION SUBSTRATES: o.Lo DWGHR CHIC.BY:
•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. D,l7s SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL I DWG.#: 5000015
BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL 7-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 FOR CONCRETE ANCHORING
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR 60"LENGTH. OF 16
Silver Line
R � WIxIDOWf•DOO�s-' _
AMERICAN OtAFISMADJ WINDOYJS
PLY GEM WNDDWS
smvER UNE WINDOWSAND DOORS
ONE 4LVERUNE ORM
NORTH BRUNSWICK,W 09903
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSFI:2728 STRUCTURAL MULLIONS(ONE-WAY CONFIGURATIONS)-INSTALLATION TO CMU - PH:(900)Z344379
L-MULL W-TRIBUTARYWIDTH(IN)
LENGTH(IN) 1&0 20.0 2L0 240 260 78.0 30.0 32.0 340 360 3&0 40A 420 44.0 46.0 48.0 50.0 SLO SOA N 20 0 Z
60.0 100.0 100.0 100.0 700.0 100.0 1000 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 EE
z r 7 K E
820 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 1000 100.0 Jn r a"$E 9
amu Q�
640 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 I- N O'-ml
8&0 100.0 700.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 I i ry O�-a'�'J p l i :fl
-
6&0 100.0 100.0 700.0 100.0 100.0 1000 100.0 100.0 100.0 IWO 1000 100.0 100.0 100.0 100.0 100.0 IWO 88.9 97.6 7i:.M Ii¢ ( x m
700 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 99.9 97.8 98.0 96.4 93.0 L MULLION
a ti m O
.. 720 � 1000 -100.0.. 1000- -7000- 1000 -1000 10D.0� 100.0----700.0 -100.0� IWO 100.0 100.0 98.2 95.8 93.8 91.9 90.3 88.9 - -- --
740 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 90.4 921 90.0 88.2 86.5 85.1 I �4 Z m
II f-IL NOp�.Z-.0 rmm
1�Wi�fY�W1�1 WL N^ w
1 N 0D <a
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-ONE-WAY MULLION DIAGRAMS REMARKS -BY DATE I -',
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
ramA mDEmu Urm
Nnr xm REHER ALIIAI mxdraxs FOR A sx
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TABLE NOTES: i O IDP•`` w
1. SEE SHEET 1 FOR INSTRUCTIONS ON-USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS + � � +
&CLIP DETAILS. AO
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 399 a DANA°°109EAv°+�LZ 3M
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. F9PE CMT.OF Iro1°0`n ll>=579
4. SEE SHEEP 3 FOR SPECIFIC BRACKET DIMENSIONS.
MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#:
_.-5. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6)
•CMU:1/4"SIMPSON STRONG-TIE TITEN ANCHOR FOR WOOD SCREW OR-MULLION TO MULLION ANCHORING- F L6O67--
6. INSTALLATION SUBSTRATES: DATE: 02/11/19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 3,25- 4.O
D.LD• o O DWG.BY:
K.
HOLLOW CMU SHALL MEDIUM WEIGHT CONFORMING TO ASTM C 90.
7. FOR MULLTHAN SHORTER THAN 60"USE VALUES FOR 60"LENGTH.
B.3'S• SCALE: NTS
DwG.R: SWD015
T-� SHEET
2728 MULLION ANCHOR BRACKET 50-2722(PART#230297)
PART#230296 ALUMINUM(6063-T6)
FOR CMU ANCHORING OF 16
f;
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wfn0ow0•0000s-
AMERIC/U1f,A/i WWpOW3
PLY6EMmWIMooDOVA
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MAXIMUMDESIGN PRESSURECAPAM CHART(PSP1.2728 STRUCTURAL MULLIONS TTWCL•WAY CONRGURATIONSI INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL NOWNBRUNSWImmogm
L-MULL W•TRIBUTARY WIDTH(IN) PHABD01234 4228
LENGTH IN 1&0 211.0 2LO 74.0 26.0 280 30.0 3L0 340 36.0 38.0 400 42.0 40.0 480 480 SILO S20 54A 56.0 S&0 60.0 6LO 60.0 Q 1
60.0 2000 1000 1000 100.0 100.0 1000 1000 1000 1000 10D.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 99.3 9&0 929 90.0 N j Z
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 7000 100.0 100.0 1000 300.0 99.5 96.1 92.9 89.9 87,1 Z ✓W N Ca
60,0 1000 1000 100.0 1000 100.0 100.0 5000 1000 1000 1000 100.0 1000 10D.0 1000 1000 IWO 100.0 100.0 IMO 96.4 93.1 90.0 87.1 86.4 N ID p•_ma a0 p A $88
680 100.0 100.0 100.0 100.0 100.0 ]000 100.0 100.0 100.0 300,0 I00.0 100.0 1000 100.0 1000 1W.0 1000 500.0 97.0 93.9 90.3 87.3 86.5 81.8 p N K Iti 3-1,
680 100.0 2000 100.0 100,0 100.0 300.0 300.0 100.0 500:0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 97.7 96.1 90.8 87.6 847 820 79.4 - ry-M.�'Lo
700 100.0 100.0 100.0 100.0 ]00.0 IOD.O 100.0 100.0 500.0 100.0 100.0 300.0 100.0 100.0 100.0 100.0 96.7 96.9 91.4 8&2 85.1 823 79.6 77.1 1r S Lu
Lu Z 5 3 s
72A. .1000 1000.. ..5000 300.0- 1000- -100.0 -1000- 200.0- 1000- 1000 lOO.O 1000 1000 1000 100.0 1000 96.0 923 88.9 85.7 BL8 8D.O 77.4 75.0 -'�-'-31' =' 33 -
740 100.0 100.0 100.0 100.0 100.0 100.0 1000 10D.0 100.0 100.0 100.0 1000 1000 10D.0 100.0 97.3 93.4 89.8 S&S 83.4 MS 77.8 75.3 73.0 q,C Z j j 3 `
ry^11c
W,N ft C
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- -_ - - - - REMARKS BY DATE
6TH FBC EDITION AG 10/17
ELEVATIONS UPDATED SM 6/19
MULLION MULLION
u..maxaznxwe. j
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5 riw4"i1R PffWfNENR PL7A0 7TPx'�rra�MA�IItII�O
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TABLE NOTES.
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 1111
Ham�s4!►a) kblPli�
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS.IS ALLOWED. ROMA PP Nn 73774
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. S9e` DRU lei Iu
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#23D297) EBPE CIRO F AUfNQ=A+lON No-U37S
S. ANCHOR REQUIREMENTS: ALUMINUM(6063-T6) FL#: -
-=----•WOOD:#12 WOOD SCREWS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6O67
•CONCRETE:1/4"SIMPSON STRONG-TIE TITEN ANCHOR
! •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) DATE: 02�11�19
' 6. INSTALLATION SUBSTRATES: 0,101 3.25• 4.00
•WOOD ANCHORS SHALL.HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75".WOOD SHALL BE -�- O O DWI IR CHI I FIV
i MIN.S,G=0.55. 0.375- NT$
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2".CONCRETE SHALL SCALE:
BE MIN.4000 PSI. DWG,It: SW D015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL. T 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)
2728 ALUMINUM 6063-T6
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
S,
4 t
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MAXIMUM DESIGN PRESSURE CAPAWY CHART(PSF).2728 STRUCTURAL MULUONS)TWO-WAY CONFIGURATIONS)-INSTALLATION TO CMU Nrom aRuusw LT.NI Da502
PH:(80012344229
L-MULL W-TRIBUTARY WIDTH(IN) -
LENGTH IN) 1&0 20.0 220 20:0 25,0 28.0 300 3L0 j3x4.0360380 40.0 4LO 44.0 46.0 48.0 50.0W-054.0 56.0 58.0 600 6LO 64.0 n= zZ
60.0 100.0 100.0 100.0 1000' 1000 100:0 100.0 100.0 100.0 94.7 90.0 65.7 H18 7&3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3 cla O O6LO 100.0 100.0' 100.0 100.0 100.0 1000 100.0 SODA %.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.S 0-2 60.1 S&1 562 50.4 60.0 1000 100.0 '100.0 100.0 100.0 100.0 1000 100.093.8 88.8 84.4 804 767 73.4 70.3 67.5 64.9 62.5 603 S&2 5&3 54.4 52.7 1p Z)-y166.0 1000 100.0 1000 1000 100.0: 200.0 1000 100090.9 86.1 81.8 779 74.4 7L1 6&2 65.5 629 60.6 5&4 5&4 S4,5 52-8 51.1 O N, .3 ."100.0 100.0` 100.0 1000 100.0 1040 1000 993 88.2 836 79.4 75.6 722 69.1 66.2 635 611 S&8 567 54.8 529 51.2 a9.6 I- N Sc..�m m100.0 1000100.0 100.0 100.0 100.0 '100.0 96.4 8S.7 81.2 77.1 73.S 70.1 67.1 64.3 6L7 59.3 57.1 55.1 53.2 SL4 49.8 4&2 �W��-72.0...__ .:1000.'.1000-..]00.0._..-100.0..._]00.0'.._1040-_100.0__938._ _833.-,,..7&9._ 75.0.. ,7L4......6&2.. .653 62.5 60.0 SZ7 55.6 53.6 517 50.0 4&4 469 ._ � "m-`�¢ O 8 _74.0 3000 100.0 100.0 100.0 100.0 1000 97.3 912 . 81.1 768 73.0 69.5 G6.3 635 60.8 58.4 56.1 54.1 S21 503 4&6 47.1 4S.6 4.Q-Q.=� ->.0
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- REMARKS- - BY DATE- -
6TH FBC EDITION AG'10/17
ELEVATIONS UPDATED'SM 6/19'
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( - MULLION MULLION
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QUALIFIED ANCHOR CLIPS
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TWO-WAY MULLION DIAGRAMS
TABLE NOTES: %ds'. O
1. SEE'SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET FOR TYPICAL INSTALLATION"METHODS + + 11 +
&CLIP DETAILS.
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2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. um voioa0s"°s°w770c
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 19° 3rM n
{ 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. MULLION ANCHOR BRACKET 50-2722(PART#230297) FW7 CM.s AumDRUAtm11Fn 29s7a
5. ANCHOR'REQUIREMENTS: ALUMINUM(6063-T6) -PLO;
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING._
3 T
-o-CMU:-f/4"SIMPSON STRONG-TIE TITEN ANCHOR" F L6O67--
6. INSTALLATION SUBSTRATES: DATE: OZ�11�19
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10 315" 4,00
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. I p o -�- DW HR CHKHFN
7. FOR MULL LENGTHS SHORTER THAN 60"USE VALUES FOR.60'
a - 0s75' SCALE: NTS
DWG.a: SWD015
MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET
2726 ALUMINUM(6063-T6)
PART#230296 FOR CMU ANCHORING
OF 16