HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2
ytiw
k �
i
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links j Search
3 Product Approval
USER:Public User
dbor
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL6067-R9
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Ji Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.0f
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec4OR... 5/28/2019
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 02/22/2019
Date Validated 02/23/2019
Date Pending FBC Approval 03/02/2019
Date Approved 04/16/2019
Summary of Products
FL# Model,Number or Name Description
6067.1 Series 2723/2724/2728 Structural Beam Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6067 R9 II SDWO14 SS 2019-02-22.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5510 SS 2019-02-22.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
6067.2 Series 2723/2724/2728 Structural Beam Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6067 R9 II SDWO15 SS 2019-02-22.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5511 SS 2019-02-22.Ddf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
6067.3 Series 7537 Structural Beam Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R9 II SDWO16 SS 2019-02-22.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5218 SS 2017-10-19.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email 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 mail.If you have any questions,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
emails provided may be used for official 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 Accepts:
a Rig Eaq .
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec40R... 5/28/2019
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS Silver Line
WINDOW$000""
SILVER LINE WINDOWS AND DOORS AMERICINEWI DOWSANDD WS
PLYGEM WINDOWS
SILVER NNE WIN W WSAND DOORS
ONE SILVERNNE DRIVE
SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORTH:(&M)2IOLW08901
PHUNSWICK,NJ
a�
STRUCTURAL BEAM MULLION (HVHZ) (IMPACT)
GENERAL NOTES: Wl A2 L N oe1i -�o O &
O N��s �3 3;2N
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 4 ry p ¢g p a
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: at N Q
TAS 203-94 m z o JIM
TAS 202-94
TAS ❑ W2
E330
aC m m
ASTM E330 /
DO
2. ADEQUACY YS THE EXISTING STRUCTURAL DICONCRETE/MASONRY AND 2X FRAMING AS AMAIN WIND FORCE L SNn N C z \a
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE W � ¢ \
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHRECi OF RECO RD FOR THE PROJECT OF B B � h w
INSTALLATION. q q Fy a
3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO W1
REMARKS BY DATE
THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION. A
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR q
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS A
DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM4 DIMNOTTREi1E A=ALMND=NSMRAVEalE
slrt.ssrtEmxDmoxs GIBE RuruunoNro DWLVE
MIAMI-DADE RER. � DION rxE EEouIUNDrts DEruIm IDPDN,•uar�D
FNGIMFFAONMD11fER SN.4LMF➢AiF5f1E YF FlC
S. MULLION&CLIP MATERIAL:ALUMINUM 6063-T6
C W2 C Digitally sl Atk if Norero.RE
6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL q 4 Reasor`y4 "s Went
xDate:
7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,
MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. g B L + • •
E S••• 'Po��
g
B. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME 4 q W1 q B +* N 7 7
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. 4 = •.
SA OF
� TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 E.
GENERAL NOTES AND TYPICAL ELEVATIONS 4 4 R.DRDA lD N. )
N.Of✓n�PE No]J1/8
L Wl W2 ase a D atuoie;DR°a eLww.I sx
2 MULLIONS CROSS SECTIONS DZ ErM L ma
FBPE CERTOF AUTHORIM110N295MNu 2Bs
TYPICAL ELEVATIONS
3 ANCHOR CUP CONFIGURATIONS FL R c c
4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L606 7
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 02/11/19
5 5 ANCHOR LOAD TABLES FOR 2723(PART 8230295)ONE-WAY MULLION DATE:
S 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCE. DWG.BY: CHK.BY:
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:6 ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAYMUWON • ASSEMBLIES CONSISTING OF STACKEDORSIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. HR HFN
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS
7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION USE OF TWO-WAY MU W ONS.
= 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: SW D015
8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USING CHARTS ON SHEETS 6-10.
S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET
9 ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MULLION WITHIN AN OPENING ARE ALLOWED. S
10 ANCHOR LOAD TABLES FOR 2728(PART#230296)TWO-WAV MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY
DESIGN PRESSURE RATING. OF 10
MSilver Line
d r' .INDDWs•DDDKs-
y, AMERICAN CRAFTSMAN WINDOWS
PLYGEM WINDOWS
SILVER UNE WINDOWS AND ODORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(SM)
2344228
N
Nbj o 0.� �
a
�ogd os�Ta
"Tm�e� t�mma�a
I� W�O Z s s d
Q z DOa
1.00" mmm
N
W N� i \a
C H
�W ¢
REMARKS BY DATE
0.10" 0.10" 0.10" N o
j, jn _ _ M -KT
Ln -41 N n fV
fYf N N N N (nY)
O
C C _
Al1AlpN DETAIti DESOLDEDXERSI ARE OF"
LHDIRAY EWDIFRACNAL<aNORKINS fOR A S%OD
SRE.IFSIZECOHODION$TSDUMRAW IN.T°OEN D
FROM ME REQOIRFM D05 D RAl1ED NERFIN.A UKENSFO
f NtlNFER 00.AROIIIFR 5 W1LL PRFDAR[NF SGEONC
1.00" 2.00" 1.00" �. p
SERIES 2723 (PART#230295) SERIES 2724 SERIES 2728(PART#230296) N.
TUBE MULLION TUBE MULLION TUBE MULLION
SA OF r� Z
NOTE:
i���''sS O L ENG Is,
1. MULLION PROFILES SHOWN ABOVE ARE P. N. '8
R UUXDRIOA P. N DROPS.INC
OF ALUMINUM, 6063-T6 MATERIAL �AXIBAE BNV
age a DANu ffAOI eLw 33e
E F1�E fiAi.OF AUMW7AIDN Na.29579
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES FL#
AND DIMENSIONS. FL6067
�g DATE: 02/11/19
$ DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DwG.a: SWD015
SHEET
2
-2L120111""
I
I�
7.68" 7.68" Silver Line
� '� wIEEDows•000es-
WS
1.12" 2.25" 1.12" 2.25" 2.25" 2.25" AMERI PLY EM WINDDOWSN�
SILVER UNE WINDOWS AND DOORS
ONE SIWERUNE DRIVE
NORTH BRUNSWICK,W 08902
PH:(900)2344228
�N
N z Z
p�
d: mM Cn
+ �g�'T$e`
C CC N
Q - Na
7$
n�_� m m m
^r n u w
km N~ Q aQ <a
t>Z >d
HH a
~ SEE DETAILS 1&2 - ~ SEE DETAILS 1&2 _ REMARKS BY DATE
N BELOW C4 If BELOW N
P-1 C`4 Ln
N C N
E vurAuwmx onuu DEsauern HEPFIx AREGFM
o MA1 Nm PEf 1ECf ACIUAE mNDrtaxs wP A sxaR
sRE.Ic srtE mxanoxs G16E msrADAnox ro Dtvw*E
FlIOM INE PEEIUIREMENIS OETAID]1 MEPEIN,AUO:NSFO
7.68" 7.68
11 ENpNEFR OPAP Em5"LLVREOARES ESDEO C
MULLION ANCHOR BRACKET 50-2722(PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297)
ALUMINUM (6063-T6) ALUMINUM (6063-T6) E
(6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING ` N 7 �o
(4)ANCHORS FOR CONCRETE&CMU ANCHORING =* '
U SA OF
O IDP•
Ln Ln 0 L
PN-I N AIP�C 1E�bi ae
O O BUODHO DROPS.INC
388 E DAMA SAW BLw. S1B
O.0'AUTHO iL
EBPE CERT.OE AuiHORWnaI Ho 2ns7a
DETAIL 1 DETAIL 2 FL#: FL6067
COUNTERSINK HOLE THROUGH HOLE DATE: 02/11/19
NOTE: Dw�HR CHK. Y:
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 D—.#: SWD015
DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET
OF 10
I
I
MIN.1-3/8" 1 ANCHOR,#8-3/4"SELF
MAX.2-1/4" MAX.11/8" DRILLING SCREW FROM Q M
EACH SIDE OF THE , SIMV@I'Llfl@
EDGE DISTANCE SUBSTRATE BY OTHER MIN. MULLION INTO THE
wINDDws-Doo11s^
EXTERIOR INTERIOR BRACKET,STAGGERED AS AMERICAN CRAFTSMAN VANDOWS
EXTERIOR NECESSARY TO AVOID PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
I I I i MULLION ANCHOR INTERFERENCE
II II BRACKET 50-2722 k=z
ONE SILVERUNE DRNE
VERTICAL i i i i ( ) MIN. -- NOR PH:ISM)3"128UNSINIC1,NJ 89D2
PART.11/8"7 EDGE DISTANCEMULLION II II MAX.11/8"MIN.1/2" e�y N1 ANCHOR,#8-3/4"SELF i i I I 1/4"MAX. MIN.1-3/8" NZZDRILLING SCREW FROMEACH SIDE OF THE I -- MAX.2-1/4" `-J+ a
MULLION INTO THE EDGE DISTANCE c q �Z a
BRACKET,STAGGERED AS "�w o 3 8'"
NECESSARY TO AVOID MIN.EMB. N M a a
INTERFERENCE m � o '
VERTICAL .¢a.CC J W
MULLION ¢ ZF 3
SUBSTRATE BYOTHERS MULLION ANCHOR "�
BRACKET 50-2722 Q
MIN. INTERIOR (PART#230297) w IV a
EDGE DISTANCE
MIN.EMB. FEWi� a
1/4"MAX. REMARKS BY DATE
A ANCHOR DETAIL ANCHOR DETAIL
4 ULUON ANCHOR BRACKET SD-2722(PART#230297) 4 MULLION ANCHOR BRACKET 50.2722(PART#230297)
THE INSTAUATAIN DT-B 0E DHEREINME GFH
D MAY NDE I-EGTADNALODNODNINS MR AGPECIR
FSE D SIZEOONIRXNE GUST0lSTAW N.TDDw D
FW THE REOUIREM FNR DEEMED NDIDN.A LCENSFO
(6)#12 SELF ENGINVA DR..ITE
RS WIRPERMfS ESR tlFlC
MIN. DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS
EDGE HORIZONTAL
DISTANCEgM]N.
TRANSOM SCREW EMBEDME EDGE
MULLION SUBSTRATE INSTALLATION QTY PER ANCHOR TYPE NT DISTANCE �
TYPE LOCATION (IN.) (IN.) �Y 3 �O
1/4"MAX. EMBED '* N .7 7
ANCHOR BRACKET 0 5 A OF ar
MAX.11/8" I I ERTICAL WOOD 50-2722 PART 6 #12 WOOD ANCHOR 1.5 0.75
MIN.1/2" IMULLION 1 ANCHOR,#8-3/4"SELF #230297)DRILL
NG SCREW
MULLION ANCHOR I I EACHISIDE FTHE ROMANCHOR BRACKETBRACKET 50-2722 II MULLION INTO THE CONCRETE/ 50-2722 PART 4(PART#230297) II BRACKET,STAGGERED AS MASONRY ( 311Q)ITVVTAPCON 1.0 2.00 AAa N.Ne
NECESSARY TO AVOID #230297) JGE E NIA eual BLVD./ve
EXTERIOR INTERIOR FBPE CERT.OF A OR wn�D0N0NN.nne
� INTERFERENCE ALUM. ANCHOR BRACKET
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) F L6067
EDGE DISTANCE
DATE: 02/11/19
C VERTICAL SECTION NOTE NOTE DWG.BY: CHK.BY:
4
ALUMINUM MULLION -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL HR HFN
SIDE VIEW-VERTICAL SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE SCALE: NTS
SHEETS 5-10 FOR ALLOWABLE MULLION DWG.#: SW D015
CONFIGURATIONS,SIZES,AND DESIGN
()
PRESSURES. SHEET
OF 10
J
E fi {4 Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) �s,
WIN DOWf•D OO RS'
o L-Mull W-Tributary Width(in)
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WIND
' Length(in) 18.0 1 20.0 1 22.0 24.0 1 26.0 1 28.0 30.0 32.0 34.0 36.0 38.0 40.0 1 42.0 1 44.0 46.0 1 48.0 50.0 52.0 SILVER UNE WINDOWS DDOORS
24.0 100.0 100.0 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 ONE SILVERLI HE DRIVE
26.0 100.0 100.0 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 NORTH BRUNSWICK NJ 08902
PH:(800123"228
28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 =2 Z
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 "T o
34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULUON
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r L c m z a 0 a g
38.0 100.0 100.0 100.0 100.0 100.0 100.0.100-0.100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N 3^""-
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION sT N¢20 z g m w
I-iT:W�� 25 S"
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L Tr�m�-z o '-m
44.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0Tr
46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I r T `� m
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I II IJJJ w' N 00 j N W
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I-w2-I I-
52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0In <
54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 h a
56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2
68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 F,xMAWMO„OE ANSO W9OxA XA Gfx
70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 urxorRw cTacmum„omoawRAsaEo,
sDE.,Esm:mx moxsausF,xnA"Anoxro DEvurt
72.0 100.0 1 100.0 1 100.0 1 100.0 100.0 1 95.1 1 90.3 1 86.1 i 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 ROS„F REQO@EMFN SDETADONFNDN,AOCF„YD
FNGmEE0.0RA0.00RCf9WLiREGPREYIES/FGiC
74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.91 71.5 1 69.3 1 67.5 1 66.8 64.3 63.0 61.8
,`````�`� n n n�O i
TABLE NOTES: �� E S �.0
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
QUALIFIED ANCHOR CLIPS �* ; N .7 7
&CLIP DETAILS.
O
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. S A OF
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. o .0 I4. SEE SHEET 3 FOR SPECIFIC
DP•
5. ANCHOR REQUIREMENTS:BRACKET DIMENSIONS. //O
FUIDf3144 W1�ITI.,�L
•WOOD:
FTDIimA PZ Na TJ1TE
DIKnNO DaTaPs,INC•CMU:1/4"ITW TAPCON 198
ANA °a+AO1n S°
FUPE CERT.OF AUTHORIZATION Na 919°
•CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#;
•6. INSTALLATION SUBSTRATES: FOR
SCREWS(GRADE 5) ALUMINUM FOR WOOD SCREW OR MULLION 60TO MULLION ANCHORING F L6067
.WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19
WOOD SHALL BE MIN.S.G.=0.55. DWG.BY: CNK.BY:
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10 2i 3.2S• O O HR HFN
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". °'35 DWG.a: SWD015
CONCRETE SHALL BE MIN.4000 PSI. SHEET
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �-I 2.00 I- MULLION ANCHOR BRACKET 50-2722(PART#230297)
STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.111 2723
THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 FOR CONCRETE ANCHORING OF 10
E
s MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) �, ; Silver Line
°�
L-Mull W-Tributary Width(in) 4 WINDOWS-DOORS"
AMERICAN CRAFTSMAN WINDOWS
Length(in) 18.0 20.0 22.0 24.0 26.0 1 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 SILVER NPLYGENIVANDOWS
NEWINOVANDOWSAND DOORS
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �IN INE DRIVE
26.0 100.0 100.0 100.0 100.0 100.0 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 NORTH BRUNS%MM W Oesoz
28.0 100.0 100.0 100.0 100.0 100.0 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 PH:(800(2MA228
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 `r
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 EF\r j 0 z
34.0 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 98.7 94.6 90.8 87.3 -x`.y vi
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 D+m z-gy1. a
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 21 N G Ha z- a S
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 m --,c a a a
L MULLION ;EV W Z o Z g s;�t
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 3
44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 - ¢I.-
m N o u 3
46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MuwON W2 m a
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 69.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 N =f m
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4
52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 W
54.0 1 100.0 100.0 100.0 100.0 100.0 100.0 95.3 1 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 w2
56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 ~^ a
58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 fI REMARKS BY DATE
60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 wz-
62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9
64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS
66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0
68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7
70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4GENEW
511E-CCNVRIDN Ok-RiSTA 0 TODEVIATF
72.0 100.0 00.0 9 .5 89.3 82. 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 TRIBUTARY WIDTH FENGINEERDRAROR ERSNRLLPIDH3UNES"FEE-'
74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1
,``````
TABLE NOTES:
QUALIFIED ANCHOR CLIPS = :'�� E S �C)
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS = N .7 7
&CLIP DETAILS. * S A OF
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
Qj-
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %O� O I0P•1 ou
4. SEE SHEET
5. ANCHOR R3 FOR
REQUIREMENTS:BRACKET DIMENSIONS. 1L
Ima¢i �6RA0.`.``
•WOOD:#12 WOOD SCREWS r1 PE
FTamA PE HR 2snR
•CMU:1/4"ITW TAPCON 31NIa DLANMaD D IN w
DANA BFACH,FL 3300
•CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FBK CERT.OF AUTHORIZATION N.2➢
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#:
6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
.WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19
WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2'. o.1O 2m' 3.28• DWG.BY: CHK.BY:
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. G3Ts �- O 0 s�aLHR NTS WN
.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. �-I 1.00 I- SHEET
STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297)
THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM(6063-T6) �Q
FOR CONCRETE ANCHORING OF 10
a Silver Line
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY)
S L-Mull W-Tributary Width(in) WINDOWS-DOORS.
i AMERICAN CRAFTSMAN WINDOWS
Length(in) 18.0 20.0 22.0 24.0 26.0 1 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 PLY GEM WINDOWS
SILVER UNE WINDOWS AND DOORS
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,W 08902
28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:(800)2MA228
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 v
32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N j z59
34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ?;,
36.0 100.0 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 1 100.0 1 100.0 100.0 1 100.0 MULLION m b j �m Q e
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 E °j z E- o 3 $
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0FInn a a (9 m m
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION !�w�° z s s z
44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L ¢Dc W
46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 `i >> m E
48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10 F
0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 II III A I "' N j`N /
52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -m-i l-W2 w Er a \
54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W �' a
56.0 100.0 1 100.0 1 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ^ D.
58.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3
62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 1 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 1 0.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 76.3 74.2
68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7
70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 E NSTAu gNO uwsDEORaEOXENNXawEGENE
R
TXO Har HDTRFiIER ACR .ND-.MRASPEaN
72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 NEusNEmxortwNswrsElNnwAnoNrooLvw
FROM THE REEM. EX'SOETAIED REREIN.A DERSED
74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.6 60.2 58.9 ENGN FRORMOD"RSNALLP EPAPFS SSPE°iK
TABLE NOTES: .;�� E.S'•, � �.
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
QUALIFIED ANCHOR CLIPS ;* : N .7 ,
BE CLIP DETAILS. = fl 5 A OF e
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. �-A
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.4. SEE SHEET 3 FOR SPECIFIC 0
5. ANCHOR REQUIREMNTS:BRACKET DIMENSIONS. + + + + + 1111jj11E�G��`�
NFNIffS F.NOREH06 PM
•WOOD:#12 WOOD SCREWS RER®A P.E.HN 7S
0 DROPS,
•CMU:1/4"ITW TAPCON 395 F.DDAARR
DANA BLw vB
BFAUE,FL w
•CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) ESE aNr.OF AIITHORVATION No mme
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#:
6. INSTALLATION SUBSTRATES: --i 1.00' I- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19
WOOD SHALL BE MIN.S.G.=0.55. DWG.BY: CHK.BY:
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10• 2.07' 2.82• O O HR HFN
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.29
CONCRETE SHALL BE MIN.4000 PSI. DWG $WD015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.ao SHEET
STEEL SHALL BE MIN.18 GA.(0.045''THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) �j
THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM ANCHORING
T6) Q
FOR CONCRETE ANCHORING OF 10
1
E
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line
7
WINDOWS-Dooms.
iL-Mull W-Tnbutery Width(In) AMERICAN CRAFTSMAN WINDDWS
' In
Length PNDOWS
9 ( ) 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 52.0 SILVERNNE EWIN WINDOWSAND DOORS
24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERLINE DRIVE
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
NORTHB;
s•
MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY)
L-Mull W-Tributary Width(in) Silver Line
WIN DOWS•DOOA3"'
3 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 52.0
3 AMERICAN CRAFTSMAN WINDOWS
' 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER UNE WINDOWSAND DOORS
26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE
28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK W 08902
PH:(800)2344228
30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 v
32.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 2 z R
34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N` to�
36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 to .¢ 0Q211-%
38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION ry o p 3.1 S s
40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r`L m a J [D m a a
42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0z
c a
MULLION Q m N-so 5 m
44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ac L
46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
48.0 1 100.0 100.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.073
50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I I w1 w N ^+ a
52.0 100.0 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 WE
54.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �y C.
56.0 100.0 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 99.6 99.0 REMARKS BY DATE
58.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS
60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3
62.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 69.6 87.7 86.0 84.6 83.4 82.5
64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1
66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 EINSTAW M N H N SDFSWREDXERDXMEGFX R
68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 .-CON-C-1-014.1-TE
NDMTXEREDxWFMFNRDETNLLD XERFN,A
70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 -R 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 ENGWEER HTECTSWLLLEREEAREN FD(fXfEOSEODC
72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 66.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 1 65.7 1 64.5 �`��11t(r2E�1ii
74.0 1 100.0 100.0 100.0 100.0 97.3 91.9 87.2 63.2 79.7 76.6 73.9 71.5 69.3 67.5 65.8 64.3 1 63.0 1 61.8
TABLE NOTES: �i
Po''
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS = N .7 7
&CLIP DETAILS. = .;
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. ° S A OF i Q
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. p IpP,:'
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
HE> 3A7 L11!iR0.�1.�•
•WOOD:#12 WOOD SCREWS F11WDA P. OP
•CMU:1/4"ITW TAPCON ue C DA1UBINIII INC ve
DANA BFAOI EL>�
•CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) �CERT.w AOT ORQA k!Nu n575
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL u:
6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19
WOOD SHALL BE MIN.S.G=0.55. 0.10 3.25• 4.DD DWG.BY: CHK.BY:
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O O HR I HFN
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". Da1 1] �+ �� ��
SCALE:
CONCRETE SHALL BE MIN.4000 PSI. DWG•#: SWD015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T-� 1.0o I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET
STEEL SHALL BE IN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 (O�
ANCH
THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM T6) c7J
FOR CONCRETE ANCHORING OF 10
♦. 46•
E ( ) (TWO-WAY) Silver Line
R MAXIMUM DESIGN PRESSURE CAPACITY CHART PSF:STRUCTURAL MULLIONS TWO-WAY
a u -Tributary Wil th O) w,NoOws•000ns-
zWS
Lenth in 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 380 40.0 42.0 44.0 46.0 48.0 50.0 52.0 AMERICANDRAFWINDOWINOOWS
24.0 00. 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 SILVER LINE WINDOWS DDOORS
26.0 100.1100.0 1100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 ONE SILVERLINE DRIVE
28.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,M 08903
30.0 00. 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 99.0 PH.180013341718
32.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 1 100.0 100.0 100.0 96.5 92.8 ^=Z
34.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 N>p ?6 E
36.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 ,�-_`. a
38.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 N n O
40.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 m o ¢ 05 ^
42.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 m aQ t7 m m a a
44.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 �-L c Do o z s s
cc Do Z_'
46.0 oo.a 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 _T MULLION `CC" ^Eo
48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 MULLION w3 jj }m m
50.0 1 OO.q 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 J Nao Ci Z f m
52.0 00. 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 L W
54.0 00. 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 w r o
In
56.0 00. 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 Wl � a
58.0 .100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 1 53.2 51.2 P91
60.0 00. 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 I REMARKS BY DATE
62.0 00. 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 �-w1-�_w1 A
64.0 100. 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4
66.0 100. 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 TWO-WAY MULLION DIAGRAMS
68.0 00. 100.0 100.0 94.6 87.3 81.1T-75-TT-76-.9T66.8 63.1 59.7' 56.8 54.1 51.6 49.4 47.3 45.4 43.7
70.0 00. 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4
72.0 00. 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 U'M1 NDE�RER£RAL WIEOND bNE PORASPE�
TRIBUTARY WIDTH= Z ENG` DR DAXORERGS�LL Taw�na�XE%o�7E
74.0 00. 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 # FROM MERE UREMFN SDEEN FDXERFW,AXN EED
TABLE NOTES: �%%
QUALIFIED ANCHOR CLIPS *� E S �o'-
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS _ N 7 7
&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = n 5 A OF a
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �0 O4. SEE SHEET IPP;•'ctw
5. ANCHOR REQUIREMENTS:3FOSPC BRACKET DIMENSIONS. 1'1
' O
•WOOD:#12 WOOD SCREWS
Pl' Fd. �/'e�.
•CMU:1/4"ITW TAPCON 388 E DDAANUoBLm'0 ax
DANIA BFA04 fL 0D00�
•CONCRETE:1/4"ITW TAPCON
MULLION ANCHOR BRACKET 50-2722(PART#230297) '�E�xT.of A'N�RDN N� °51B
•METAL:#12 SELF-DRILLING SCREWS(GRADE 5) MULLION(N06 FL#:
FOR WOOD SCREW OR 0
6. INSTALLATION SUBSTRATES: MULLION ANCHORING FL6067
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19
WOOD SHALL BE MIN.S.G.=0.55. - 01p 3.2V4.00
•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. HR I HFN
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 037S' + SCALE: NTS
CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T SHEET
STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) O
„ 2728 ALUMINUM(6063-T6)
THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1 FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING
OF 10
Florida Building Code Online Page 1 of 2
BCIS Home Log In User Registration Hot Topics Submit Surcharge j Stats&Facts Publications Contact Us j BCIS Site Map Links j Search
Florida
bfi
ProductApproval
USER:Public User
kV r c
dvC.sser-��c3=im
Product Aporoval Menu>Product or Application Search>Application List>Application Detail
,. FL# FL19715-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1--3 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
`.� Validation Checklist-Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://v ww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk... 5/28/2019
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/29/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL19715 R4 II SWD002 SS 2017-12-15.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.pd
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD012 SS 2017-12-15.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15.Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD010 SS 2017-12-18.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18.Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD011 SS 2017-12-18.12df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18.Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
Back Next
Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email 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 mail.If you have any questions,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
emails provided may be used for official 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 Accepts:
® eLheck
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk... 5/28/2019
INSTALLATION NOTES:- Silver Line
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SILVER LINE BUILDING PRODUCTS �AndeTsen
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM SERIES 70 - MODEL 2127
- NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE wrxoows•oaoas
MAXIMUM SIZE LISTED. NORTHONE BRUNSWICK, 08902
-
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 EXTRUDED VINYL SINGLE HUNG WINDOW �'(75z)4ss-1�
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS ^ U
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT (1 MPA C T)
FZr
`� +mv
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. N 3
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING a 2 Z'n
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE GENERAL NOTES:
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED �'Z p=LL w
OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND o <_
MANUFACTURED TO COMPLY WITH THE 6TH EDITION nof Z m
S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS w 2 a Z j: p Q Cd
w m
SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: a o0 N Z
LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD • TAS 201-94 N l9 W :D $;
SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/8"EDGE DISTANCE. TAS 202-94 K m
• TAS 203-94 LU Ln Q W Q w
TABLE OF CONTENTS o- a0
6. FIN INSTALLATION:FOR INSTALLATION INTO METAL STUD USE#8 ASTM E330-02 LU a
• ASTM E3886-05 LF-4.� �
SELF-TAPPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 • ASTM E1996-06/09/12 SHEET REVISION SHEET DESCRIPTION F
THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN
MIN.3/8"EDGE DISTANCE. • AAMA/WDMA/CSA 101/I.5.2/A440-08 LOuJ
1 - INSTALLATION 8 GENERAL NOTES F-
7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING 2• ADEQUACY OF THE EXISTING STRUCTURAL 2 - ELEVATION d ANCHOR LAYOUTS
USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3 - VERTICAL d HORIZONTAL SECTIONS(NAIL FIN)
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT m
8. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH IX BUCK TO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4 - VERTICAL 6 HORIZONTAL SECTIONS(THROUGH FRAME) '^
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF HORIZONTAL SECTIONS,BULK INSTALLATION,GLAZING Z
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH INSTALLATION. 5 - DETAIL,d REINFORCEMENT
MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.13/4"EDGE 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 0
DISTANCE. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR H O
9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE FURTHER DETAILS OF BUCK INSTALLATION. P
#10 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM o_
OF 3 THREADS PENETRATION BEYOND METAL WALL. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / V
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, Uj W
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICKVENEER,AND SIDING. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE C p
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT MAX OVERALL SIZE DESIGN
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR LONFIG. MISSILE
COATING. AHJ WIDTH HEIGHT PRESSURE
IMPACT RATING
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 5. APPROVED IMPAR PROTECTIVE SYSTEM ISNOT REQUIRED L�11 11►///
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 52" 73" O/X •55/-60 PSF LMI/5MI \
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF ON THIS PRODUCT IN AREAS REQUIRING IMPACT ` t... ♦ e
BLOCK. RESISTANCE. ,,, !1/j�♦�q-y
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WINDOW FRAME MATERIAL*PVC = 0, 6%
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE a
7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD
USED LIED BY THE ANCHOR STRENGTHS LESS THAN THE MINIMUM STRENGTH COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
SPECIFIED BY THE ANCHOR MANUFACTURER. =OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN i y=
CHAPTER 23.
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: ♦ • •Q
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 8 GLASS GLASS MEETSCHARTS.H SEE MENTS OF GLAZING DETAILS.M E 130 ♦♦/�y•••*PRO\\ e�
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. n m V) m Z u)
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH Q N Z Y r+- Q H"
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. p o Q J 3:= Z
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS
OF 47.8 MIL(0.0478"or 1B GAUGE).MIN.1/2"EDGE DISTANCE. DWG#:
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALLTHICKNESS OF SWD011
1/16".MIN.1/2"EDGE DISTANCE. Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document. FL#: FL19715
Date:2017.06.'1422:01:56-04'00' SHEET: 1 OF 5
SilverLine
brAndersen
w�noows•000Rs
ONE SA. E DRIVE
NORTH BRUNSWICNSWICK.NT 08902
PH:Q52)435-1000
MAX.0 FRAME n
WIDTH 52" N 3 H m yn
MAX.D.L.O. w 0
WIDTH 47.69" Z V)
B E 3"MAX. 6"MAX. 6.25"MAX. �' o a V LL
3 4 FROM �{ O.C. FROM
CORNERS I r CORNERS I r; ¢ Z m Q
N N Lu
G �� w W m�¢
4 FN mecca
Fa, 4 Of
MAX.D.L.O. 4 ^O^ C 6"OMA X. 1 P
HEIGHT 33.50" C"+ H 3 J� a
3
S 12.50"MAX.
O.C. T
MAX.O.A FRAME L°
HEIGHT 73" Ll T
Z
MAX.D.L.O. X. 3"MAX. 6.25"MAX. 0
HEIGHT 33.50" FROM FROM Z
CORNERS CORNERS H r
A D I W w
3 4 Ja
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW14
_ 0��••n• ••Q
♦.��ti *PR°,.��
T
a� 3-j =i vZ
DWG#:
SWD011
SHEET: 2 �F 5
CONCRETE/MASONRY 11/2°MIN.
BY OTHERS EMBEDMENT SilverLine
CAULK BETWEEN •. .• .': byAndemn
CONCRETE/MASONRY 4 2X a'
WOOD BUCK BY OTHERS .`a ,' •• '
2X WOOD BUCK BY OTHERS
SEE SHEET 5FORwuoows.000as
CONNECTION DETAILS 3/8"MIN. ONESIlYE-DRIVE
EDGE DIST. NORTH BRUNSWICK,w 08902
#8 WOOD SCREW PN:V52)439-1000
INSTALLATION ANCHOR
N Z M
Z
EXTERIOR FINISH o H
I/4"MAX. MIN.3/8"EDGE DISTANCE -a 0 H n'$o
BY OTHERS 1/4"MAX. SHIM SPACE uj Z oo •i
PERIMETER SHIM SPACE z
SEALANT o o
NA BY OTHERS N Z W M w
u'w m Z m
HEIGHT EXTERIOR
INTERIOR MIN.3 THREADS 11 Z a
I SEE GLAZING PENETRATION BEYOND 10 w m o Z m
'1 DETAIL SHEET5 4 ol
METAL STRUCTURE ID " o a
SEE GLAZING #8 GR.5SELF-TAPPING SCREW Luix
DETAIL,SHEET 5 INTERIOR INSTALLATION ANCHOR
g VERTICAL SECTION o METALSTUIINSD BY OTHERS,
O° BOO \ SEE SHEET 1 INSTALLATION p
NOTE 14
3 HEAD-2X WOOD BUCK SHEATHING m
NAIL FIN .'.'. BY OTHERS
' EXTERIOR FINISH
BY OTHERS
SEE GLAZING EXTERIOR PERIMETER SEALANT Q
DETAIL,SHEET 5 BY OTHERS H OZ
O.A. ; �d
EXTERIOR INTERIOR UNIT
WIDTH w w
O.A.
HEIG T PERIMETER C HORIZONTAL SECTION
SEALANT \ / 3 3 JAMB-METAL STUD
BY OTHERS 1/4"MAX. NAIL FIN
EXTERIOR FINISH SHIM SPACE
BY OTHERS D
#8 WOOD SCREW
INSTALLATION ANCHOR 3/8"MIN. _ t-
2X WOOD BUCK BY OTHERS EDGE DIST. I- ••'
SEE SHEET 5 FOR ' ° p• r �d 8
CONNECTION DETAILS ' a' .�• i��y 0 .
PRCAULK BETWEEN . 8! BY OTHERS/MASONRY
CONCRETE/MASONRY d 2X 11/2"MIN.
WOOD BUCK BY OTHERS EMBEDMENT n m N m
N Y Q Z
A VERTICAL SECTION Z
3 SILL-2X WOOD BUCK DWG#:
NAIL FIN S w DO l 1
SHEET: 3 OF 5
#10 WOOD SCREW 2X WOOD BUCK/STUD SilverLine
INSTALLATION ANCHOR 3/4"MIN. BY OTHERS byAndersen
CONCRETE/Y OTHERS . .ASONRY EDbE DISTANCE SEE SHEET 5 FOR
"; CONNECTION DETAILS IM MAX. MIN.3 THREADS
CAULK BETWEEN ° a d• ., SHIM SPACE
CONCRETE/MASONRY PENETRATION BEYOND
BY OTHERS SEE GLAZING METAL STRUCTURE W I p D O W.......
DETAIL SHEET 5 ONE SA.VERLINE oarvE
EXTERIOR FINISH 11/2"MIN. *SEALANT NOR wuPH:(752)435%'lo"G`OO
BYOTHERS EMBEDMENT INTERIOR #10 GR.5 SELF-TAPPING SCREW/.i I INSTALLATION ANCHOR � Z M1/4"MAX. " 3 PERIMETER SEALANT SHIM SPACE METAL TUBE/STUD OR APPROVED w a z a.Ln BY OTHERS % SEE SHEET 1 NSTALLATION f S �z_--MULLION BY OTHERS, Z a ovE1 00
O.A. EXTERIOR / INTERIOR NOTE 14 n Z =U�++ cb w:UNIT EXTERIORMIN,1/2"EDGE DISTANCE w= �W H¢ww uj
HEIGHT PERIMETER u m N Z¢
SEE GLAZING f BY OTHERS EXTERIOR FINISH w Z w m
DETAIL,SHEET 5 BY OTHERS tii ,) �' ¢ m o
O.A. = F� w
�- UNIT a
WIDTH
E VERTICAL SECTION F HORIZONTAL SECTION
4
HEA D.2X WOOD BUCK 4 JAMB.METALTUBE/STUD OR APPROVED MULLION
THROUGH FRAME THROUGH FRAME-BELOW MEETING RAIL
ul
Z
SEE G z
DETAIL,HEEET 5 11/2"MIN. O
EMBEDMENT
EXTERIOR INTERIOR IX WOOD BUCK(OPTIONAL) 1/4"MAX.
BY OTHERS SHIM SPACE (L w
CONCRETE/MASONRY INTERIOR � a
O.A. BY OTHERS
UNIT 3/16"FH ITW TAPCON SEE GLAZING
HEIGHT / INSTALLATION ANCHOR ' DETAILSHEET5
� o '
1/4"MAX.
PERIMETER SEALANT SHIM SPACE • OO ®
BY OTHERS--',,, �•
MIN.13/4" °
2
EXTERIOR FINISH ' " •. .. .' e
EDGE DISTANCE ,.
BY OTHERS d a+•o-.' ' EXTERIOR =
•:. ♦-
CONCRETE/MASONRY �' 9 w a tPERIMETER SEALANT H
BY OTHERS BY OTHERS %
°. r •.r' EXTERIOR FINISH
° .. <d �' .. :;• BY OTHERS O.A.
. UNIT
d WIDE �llllllllll\\\\
:4
N Z =2 U Z
tn
p VERTICAL SECTION G HORIZONTAL SECTION 1-j
4 SILL-CONCRETE/MASONRY 4 JAMB-CONCRETE/MASONRY/1X BUCK DWG#:
THROUGH FRAME THROUGH FRAME-ABOVE MEETING RAIL 5 W D 011
SHEET: 4
OF 5
SilverLine
brAndersen
43/64"O.A.I.G.LAMINATED GLASS
CONSISTING OF: w�sDDws.DooDs
1/8"ANNEALED GLASS ONE SLVEPIM ORM
2 7/32"STEEL SPACER 14ORTMPFBRUN)aW7S10W 08902
3/32"ANNEALED GLASS
0.090"SAFLEX PVB INTERLAYER BY
EXTERIORu EASTMAN CHEMICAL COMPANY Z m
INTERIOR / \ 3/32"ANNEALED GLASS w o m N Y
o O
a t al e
EXTERIOR \� INTERIOR o"' go u
n Z �Z z
STEEL SPACER Ln < u m a
VERTICAL SECTION 1/8"OR 3/32" r / MIN.GLASS m _ a a
MEETING STILE o x
5 TI
SETNG BLOCK � SITE 7/16" �
a
DOW 995 SEALANT
GLAZING DETAIL o
m
Z
O
�0.83° 0.87" NOTE: za
-I 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
0.77„ ' ADJUSTED TO MAINTAIN I"MIN.CENTER TO CENTER
0.9" T SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C.
t 0.06" SPACING SPECIFIED I5 NOT EXCEEDED. (1J V)
0.45" 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. a
OLOCK RAIL TOP O LOCK MEETING RAIL
ALUMINUM ALUMINUM 1/4"ITW TAPCON ANCHOR
4"FROM CORNERS
16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT ��,A I III Illi
0.34" DEPTH TO FULLY SUPPORT
Q N
WINDOW FRAME. 7iD
BY OTHERS p 6
0.13" 11/4"MIN. -
T74 1--0.46" EM8EDMENT11/2"MIN.EDGE ~
0.8'r' ••r '� DISTANCE ~
0BOTTOM LIFT RAIL A SASH 2"MIN.EDGE • i��y *PRO�,� b
3 ALUMINUM DISTANCE CONCRETE/MASONRY
) - BY OTHERS ►nn m
n T
°�to 9z 0
ui
REINFORCEMENT DETAILS BUCK INSTALLATION DETAILQ o _ l Z
DWG#:
5 W D011
SHEET: 5 OF 5