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Code Version 2017 FL# 14911
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Iypg Manufacturer Validated By tus
FL14911-RS1 Revision Silver Line Building Products Corp. Locke Bowden P.E. Approved
History Category:Windows (334)300-1800
Subcategory:Single Hung
*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:SSO-487-1824
The State of Florida is an AA/EEO employer.CCt pyljght 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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 mall.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 4S5,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,FS.,please dick here.
Product Approval Accepts:
® _
Credit Card
I'� hftps://www.floridabuilding.org/pr/pr�_appjst.aspx - 1/1
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. byAndeiseri
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) '
3
ONE LINE DRIVE
NORTH BRUNSRUNSWICK,W 089a2
(1 MPA C T RATED)(HVHZ) P" �°' "28
Z N yy1�
- w0 FZ CUR S
oz s ZsmE4
GENERAL NOTES: w z?
MAX OVERALL SIZE - TABLE OF CONTENTS w j m '
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND vs
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE ,ti= m
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE, IMPACT RATING SHEET REVISION SHEET DESCRIPTION >
BEEN EVALUATED ACCORDING TO THE FOLLOWING: i a
• TAS 201-94 Sy' 73• O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL
• TAS 20-94 2 - ELEVATION&ANCHOR LAYOUTS
TAS ASTM 3 ~ a
•
• ASTM E330-02 - 3 - VERTICAL SECTIONS REMARKS BY DATE
3 • ASTM E1886-05
$ • ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
5 • AAMA/WDMA/CSA 101/I.S.2/A440-08 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS.
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING Txevuuwrwx ooassoswaeenxunxANscsNsxK
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF nxo uArxoT xeasa•esuucoxmrorvsxmAsosaae
S�IEIi SnE faNORbNSCAtAF WSTaIATIONTO"FWTE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT saaurxe NenNRe"rATs seTaleo RCRsx,Auaxsss
!_ LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE sxeixesnoaauolrtsavuuvprna¢sirs sssnxe
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF oocumexn soN usssmNTRrsoomwnxr.
- INSTALLATION. - Digitally sIgnap+ylIfAiMtljS'Norero,PE'
43/64"O.A.I.G.LAMINATED GLASS Reason•lti s 6Epglent
g 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date:,'�518 N.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ��� •'•-•E ��i
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE 7/32"STEELSPACER -a` :••�.�, S••- �p a
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS • t; N ] ]
RECORD FOR THE PROJECT OF INSTALLATION.
0.690"SAFLEX PVB INTERLAYER BY *`
4. THE INSTALLATION DETAILS DESCRIBED HEREINARE - EASTMAN CHEMICAL COMPANY •o S A ;OF
.: GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS .�
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION ��`�"� IMP'• ����"
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED
ffK DOCUMENTSINER FOOR USE WITH THIS LDOCUMENTI E O
EXTERIOR // \ INTERIOR '�s/,
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT � - � 15.,
- � FlaRDA PE N•>Jre
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR - ' Ne° 'INC
AHI. �s DWA BLUM.FL Mai U
FBn CEM ff AUTHMAIDl Nn 2RM
STEEL SPACER \
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ FL p:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS F L 14911
RESISTANCE. 1/8"OR 3/32" BITE 7/16"
SETTING BLOCK
e 6. WINDOW FRAME MATERIAL:PVC 995 SEALANT DATE: 01.23.18
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY:
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED - GLAZING DETAILS HR HFN
F OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. - NOTE:
ALGLAZING e B. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 CONFIGURATIONS SHALL COMPLY WITH DwG.a: SW D050
SAFETY GLAZING REQUIREMENTS OUTLINED IN
_ GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET:
RESISTANCE.
OF 5
I.
Silver Line
MAnd&7 ffi
E
ONE SIIVERLENE OREVE
NORTH BRUNSWICK,M 089M
PH:800 x3a-a73e
MAX.O.A FRAME to F o ?
WIDTH 52" G 5 #
MAX.D.L.O. W= e O
WIDTH 47.69" p S
3"MAX. 6"MAX. 6.25"MAX. vu'i zFROM l7
O.C. FROM o z a Z sil
-'
3 3 CORNERS CORNERS I w'D z d
o z o
1� N= a }m
NOTE: _ d o
ALL FASTENERS ABOVE w a
THE MEETING RAIL IN j a
THE INTERIOR JAMB W
6"MAX. HO. TRACK MUST BE FLAT HEAD "0. a
HEI HT33.50" C "0" O.C. I - REMARKS BY DATE
4 L
12.50"MAX.
MAX.O.A FRAME O.C.
F
HEIGHT 73"
THE wsTALLATnx DLTuu TraouDED HNRwME cnxeuc
D AND WV NOT REFLELTAR ODNDITIONS FORA RREOFK
_IF—CONOETCHTCAMINSTALIADDxTDDEvnTE
4 FnM ITHER WMEMFNTSDETAHTDNEREIN.ALxINRO
A MAX.D.LO.
•Xx "X" "X" TpEErrTsron L�ni»mx�iN�sMaFN:
HEIGHT33.56" 3"MAX. 6.25"MAX.
FROM FROM
CORNERS CORNERS ```,t ttitlll0'''''''''
-`y N.E..S P°�y
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT OF' �
e SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW 0
a � f1B0IAi E K.73M
WOEG CROPS.INC
30 L UMBA RAW ELW./335
DANIA E - EBPE FIL
C OF AMOWARON N "578
FL#:
!s
FL14911
DATE: 01.23.18
DWG.BY: cH I-IFN
SCALE: NTS
DWG.#: SWD050
SHEET:
2
OF 5
T
Silver Line
MAndersEn
- ONESILVEMNEORNE
NORTH BRUNSUM NI 08902
PH:ISM)2144=
z
Z N
3 E a�� z
SEE GLAZING SEE GLAZING `^p
DETAIL,SHEET 1 DETAIL,SHEET 1 1'— $ 0 a
> R
m
C p > p a
Q
� a
H �
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REMARKS BY DATE
l7 �
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EXTERIOR INTERIOR EXTERIOR INTERIOR
g TNnon onau MSOUBFoxFAEINAIIEMwF91M
♦ND M.�Y A-W NOT P[NFR LLTU4(LfmRgXS fp1—
SMEIl SM[CDMLTMJRSCWSF V6TALIATdITppFYNTF
. f � fAONTiF RFQUpRMw15 WTA0.EDNTAEIµ AVR4YM
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5 SEE GLAZING SEE GLAZING
.OF
DETAIL,SHEET 1 DETAIL,SHEET 1 �0� O Ipp�:•• (v�ll`
Zb
fiG20A P.E.No 7372E
BEICNC DROPS NC
. Sp0 E.MAIM[EACH BLW 738
DAKA 3 FL
�a OF AVmoawva N.20.92!
FLk. FL14911
i
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
A VERTICAL SECTION VERTICAL SECTION SCALE: NTS
DWG.a: SW D050
3 NAIL FIN 'j THRU FRAME SHEET:
OF 5
Silver Line
bvAnderseii
Pi
ONE kVEMNE DRIVE
NORTH BRUNSMO L NI OM2
PH'800 2344228
J U
BLOCK&SECTIOTACKLE SEE GLAZING INTERIOR SEE GLAZING N FOR SECTION FOR z N CONSTANTz Z
BALANCERS \ DETAIL SHEET 1 DETAILSHEET1 �BALANCERSFORCE WV K212$$
pQ ��
iE
Zocz
oaf
.:D _ >m
V
1 EXTERIOR I /
r D.L.O. a
_ REMARKS BY DATE
MAX.FRAME WIDTH
R
C�HORIZONTAL SECTION
4 UPPERSASH
nrt PbTLLtATGNfNT.65GE%IGBEDNEGEINAGEGENEM
ANG 6LLT NOT REiIFR A(:NLLlnNpRON4 FOR A SVf OFlC
vrt.icsHErdwmErsuuss�xsrAUAnoumFHwR
g E0.GIA MENEl1U�NEMEMRIkTALLFDNFMIN.AIi[FNSF➢
c SEE GLAZING SEE GLAZING EN°"GowMaExE"s EanFaEvn'iwnn5ooniMcnr.`"
r (DETAIL SHEET I INTERIOR DETAILSHEEf i
%%```��Ului,rii����.
O,o
EXTERIOR
r D.L.O.
c n.OFM P No 73778
5 ENJUNO BROM INC
788 E OAM BEAfII EL�A./]7B
MAX.FRAME WIDTH WE C DAM
S�IOO"23M
FL#:
p HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.
H R CH H F N
SCALE: NTS
DWG.#: SWD050
SHEET:
/I OF 5
1/4"MAX.
MIN. SUBSTRATE SHIM S*SEALANT
SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS INTERIOBY OTHERS --� BY OTHERS MAndeis�ri
W IN THE INTERIOR
e NNEL
MIN.
MIN. DISTANCE m
EMBEDMENT ci ONE SILVEMUNE DRIVE
LEW IN THE EXTERIOR o z NORTH BRUNSWIM NI aM2
NNEL Z N PH:800 23C 672H
1/4"MAX PERIMET
PERIMETER SEALANT —� Es J i ci 9A
SHIM SPACE 0 z m
BY OTHERS BY OTHERS pr!f�1/4"MAX• Z N 6 Da i `g
EXTERIOR MIN. SHIM SPACE ti ry O
EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR 3 Lg z o Q S
A VERTICAL SECTION � L z a
n� HORIZONTAL SECTION C HORIZONTAL SECTION Z >5 W z s a
C3.DagL+ sad
THROUGH FRAME HEAD NAIL FIN(HEAD) w a a o
6 (HEAD) 6 THROUGH FRAME(JAMB) 6
�z zzz in
H O Z W >
SUBSTRAT 1/4 SPACE REINFORCEMENT DETAILS > s a a
BY OTHERS p,34" W W
L 1t- a
INTERIOR
0.83" 0.87"
" 2 � �- I-0.13" REMARKS BY DATE
0.77" 0.9 1 �I I—0.46"
w EXTERIOR INTERIOR 0.06" 0.87"
0.45"
EXTERIOR 1 O LOCK RAIL ALUMINUM OLOCK ALUMINUM NG RAIL O BOTTOMLU MW RAIL&SASH
TXEINSEALLATIDN DRARSDE{OUBED XEKINMFGEXfRK
Axp MAV NDT R[RERARlYLC0lID11pN5 iMASKOFK
SrtElf511E('AXpTIW15 fAaf[INSTALLAPON TD DfY4TE
E Fl—NEERFOINE I-1SRAM1FONF S AN 0FC
ENGINEER OR ARGIDTER 51 W 1 DK9AM$rtE SPFO FK
MIN.EDGE OOtlIMENTS FOR USE WRNTNR DKIIMENT.
DISTANCE
p HORIZONTAL SECTION E VERTICAL SECTION ` .%``'E LE�LTJo'%,�
a ( NAIL FIN(JAMB) 6 MEETINGSTILE
INSTALLATION NOTES: •�\ S• �� +
t ANCHOR SCHEDULE p1, N 7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.C MIN.EDCE R METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE $ A OF
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG-0.55 8 WOOD SCREW 1.S 0.75'
MAXIMUM SIZE LISTED. PAN HEAD �i Q� O (QP:••Y(I�
a 3 DETAILS(IINSTALL JE.,VIDUAL WfTHOUT CONS DERATION OF TOLERANCES).TOLERANCES ARE NOTION ANCHORS WITHIN A TOLERANCE OF±1/2 T�CUMULATIVE THE FROM ONE INSTALLAT O LOCATION&SPACING IN THE ANCHOR LAYOUTN ANC OR TO THE NEXT. NAILING FIN
METALN.Fy GAUGE Na TEK SCREW PENETRATIONTM THREADS MIN
a.so• �iS'S O `�\
IE7SL#4Y btMERX,Id.[
METAL
N10 PAN HEAD IN FLORIDA PE.ND 73775
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL 1.5' 0.76' BUILDING DROM INC
3PN E CAtaA FEA171 aV0.�335
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.SG=OM FaPE�yDN°'E�,W� 28575
N10 FLAT HEAD IN THE
E I.S.
S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE WRIORCHANNEL o.
TE 7s•
FL q:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE H3 ON SHEET 1 FOR MORE F L14911
INFORMATION. N10 PAN HEAD IN 3 THREADS MIN
v EXTERIOR CHANNEL PENETRATION BEYONO 0.50'
r 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND rMRoucH FRAME METAL1a GAUGE ateD4 METAL DATE: 01.23.18
SIDING. MIN.Fy"33KSI 3THREADS MINN10 FLAT HEAD IN THE PENETRATION BEYOND Dsa• DWG.BY: CHK.BY:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT PITERIOR CHANNEL METAL H R H FN
F COATING. 3116'fTW NTS
CONCRETE:fr-3000PSI HEAD
SCALE:1.25' 1.75'
FLAT HEAD S W DOSO
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.p:
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. soNRr:cA+u per ASTM 3/18'ITW TAPCON
' 1.75• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI FLATHEAD 125
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5
L