HomeMy WebLinkAboutProduct Approval (2) SilverlLiine
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORONE TH RUERUNE DRIVE
NID89o2
(IMPACT RA TED)(HVHZ) PH R�23"2�8
�3 00 ogby
�3Z c
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE Of CONTENTS � 9 m
MANUFACTUREDTO COMPLYWITH THE CURRENT EDITION CONFIG. DESIGN MISSILE = o �a
FLORIDA BUILDING CODE(fBC),INCLUDING HVHZ AND HAS
WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION >
BEEN EVALUATED ACCORDING TO THE FOLLOWING: Fu�y{
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL F
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS F a
• TAS 203-94
• REMARKS BY DATE
ASTM E330-02 3 - VERTICAL SECTIONS
F • ASTM E1886-05
Y . ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
6 • AAMA/WDMA/CSA 101/I.S.2/A440-M 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING CxElxnuunox DE*•nsoUwueEo xURUIx RUDExU+K
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF xxo rurxorxmccrnawECMD.—PO-0.
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT FRO MEMURVIV EUnG AIIUDµittrMp0lx,ADDG�NND
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGDWsmm'anc
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Digitally signQQ�yI"dri'm Noram,P.E
INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS Reason I ent
CONSISTING OF:
Dale: 8 .38. I
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND �� •,, 11j
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS `�� ,. �•E•• ,A ��,
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/31"STEEL SPACER V O
RESPONSIBILITY OF THE ENGINEER ORARCHITECTOF 3/32"ANNEALED GLASS N .7
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY .= 'D
- 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE S A OF
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ��TT \ 3/32"ANNEALED GLASS O
A SPECIFIC SITE.IF 517E CONDIREQUIREMENTS
DEILEDHEREIN,
INSTALLATION •y�.�� ® L
i
A LIC LICENE FROM THE SED ENGINEER OR ARCHITECT HALL PREPARE jj�@1Ljj,-LlRE SITE EXTERIOR /// \\ INTERIOR ��'/'�SS O L ENG`
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN xEIq pORtib�a.c
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT I P.E.
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER DR /l//'�� I 718BLnDM DROPS.DID
A UAMi,R��
AHI. , EaPE D's"a�wxowttmN No 2e57e
`.� S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ("//�J(I/ (I,U G"!/% STEEL SPACER FL#c
ON THIS PRODUCT IN AREAS REQUIRING IMPACT �y a'�j 1/8"OR 3/32" BIKE 7/165 F L14911
RESISTANCE. K IEV'E�E D F0 4'
• SETTING BLOCK
G 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01,23.18
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD CODE C O M P LIAI C DWG.BY: CHK.BY:
< COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN ST. LU C I E COUNTY SCALE: NTS
CHAPTER 23. NOTE: S W D050
O ALL GLAZING CON FIGURATIONS SHALL COMPLY W ITH DWG.#:
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 130D GLASS LOAD SHEET: �I
RESISTANCE. ,I
ll OF 5
I
Silver Line
MAndeTg&
i
ONE SRVERUNE DUNE
NORTH SRUNSWIIX.NJ OBB02
PH:B00 2344228
MAX.O.A FRAME
WIDTH 52" Z ti yo
MAX.D.LO. w= O Q
WIDTH 47.69" oe 3 s p
3"MAX. 6"MAX. 6.25"MAX. 4 0_z Zd _ s
A B FROM O.C. FROM 2s
3 3 CORNERS�� CORNERS I C 3 .3 g 11
j a Co
L— NOTE:
ALL FASTENERS ABOVE W W
THE MEETING RAIL IN d
THE INTERIOR JAMB
MAX.D.L.O. "0.. 6"MAX.- .0. TRACK MUST BE FLAT HEAD "p a
HEIGHT33.50" C O.C. L I REMARKS BY DATE
a
MAX.O.A FRAME 12.50"MAX.
HEIGHT 73" O.C.
I—
p IWD NAY NOT.D.O.SDNAt CONDmONS i0RA5PEOHC
um
4 N--RfQNREMV-DRA11=NENIN, RUb
MAX.D.LO. „k, flGIMFENORARL FC SNALLMVAR28m 516]RC
HEIGHT 33.50" 3"MAX. " 6.2S
X" °X" ooQ MQQswRuuwm xu
"MAX.FROM FROM
M
RCORNERS CORNERS
�* N .7 7 .*
s ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ° s a of
E SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
nAR10A► HD 7377E
E 3m DDANA INC
EACH 05 37E
FSPE Cm.Of AUTN01EZAmON%L 2097E
FL a:
FL14911
s DATE: 01.23.18
DWG.BY: CHK.BY:
V HR HFN
C
f SCALE: NTS
= DwG.a: SWD050
SHEET:
OF 5
Silver Line
MAndR&(-m'
ONE SILVERUNE DRIVE
NORTH BflUNSWI[K,W 08302
%LISM)2344228
/ / w Z
Zn WW
/ Z N F
SEE GLAZING SEE GLAZING 0
DETAIL,SHEET 1 DETAIL,SHEET 1
d
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a
w
6
REMARKS BY DATE
s rs
s s
EXTERIOR INTERIOR EXTERIOR INTERIOR
C' Mf�xSTADAlUx9ETA¢S 9FXIEBFDXfe[IN AR[WNEMIC
t Ax9 WENDT RffIfCEACELLLL CONOmOM WAASIFOFiC
Z 2C �( srtc vzr[mxomau rAusc rcaruumxmomAa
- C Q �Ob THE RfQUgENENR DEfAl1E0 MFAe1N.A{ICflIIFD
- � � exc�aEeaoAAAamcasxAuvwAAe.9rtsvEa[x
ums[on us[vmmrxrswwumr. '�
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SEE GLAZING SEE GLAZING 3 A OF
DETAIL,SHEET 1 DETAIL,SHEET 1 O,p O 10 �/
P•
OULDMN
aOROP&
395 L DANA BEACH BLtA/338
DANIA REACH,a 7700i
RrE CERt Of AUDIDPo2MgN Ha 29320
FL Ii:
FL14911
DATE: 01.23.18
DWG.BY: CHK,BY:
i
HR HFN
t A VERTICAL SECTION g VERTICAL SECTION SCALE:
we s. NTS
SWD050
3 NAIL FIN "3 THRU FRAME SHEET:
OF 5
Silver Line
a
ONE SILVERUNE DRIVE
NORTH BRUNSWIOF,NFO89M
PH:(9001 2344M
SECTION FOR INTERIOR _ z
BLOCK&TACKLE _ SEE GLAZING SEE GLAZING SECTION FOR Z N Z
BALANCERS DETAIL SHEET 1 DETAIL SHEET 1 -CONSTANT FORCE ,� r a
\ /� BALANCERS F,�j= o s
�3 0 9 $
ca
a ca
x m
EXTERIOR \ I� > a /a
a `\
I D.L.O.
F- a
REMARKS BY DATE
MAX.FRAME WIDTH
s HORIZONTAL SECTION
UPPERSASH
TN[INSTAVd1pNPETAIUPFSfAIEFDNEpfW AEl GLNf111t
S MAYNOTHPMONSCNALFONDNNMVT DWMF
o SOE IFSRE CGNPIO(INF PAUSE INStulA00NT0 DEVIAtt
@[INTXFPEgU1EMUNE DFTUIIDNERFIH,AI�NSED
SEE GLAZING SEE GLAZING fNWNFW O MdNFLTS A LPRVAR[LRS fpRC
Ti
DETAILSHEE INTERIOR DETAIL SHEET 1 oavMfNrswAusEwANTNsmaMFNT
Y N— ,,``1fIli
J.E•s••• 'Po��
s
A7
EXTERIOR ��T O lDp':�••<U��
r D.L.O. /imSElq OgE>slae
FLONDA P. No 7377!
OULDW NO
3a E. 8E ABOED� BLW./ma
MAX.FRAME WIDTH IVE aEi7 ICAF AunbieU7wN Na 29570
FL#:
n HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01-23.18
x DWG.BY: CHK.BY:
61 z HR HFN
SCALE: NTS
t DWG.#: SWD050
SHEET:
OF 5
• MIN. SUBSTRATE 1/4"MAX.
SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS INTERIOIRAN
BY OTHERS -
BY OTHERS MAnderseri
SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT W ONE SIWERUNEDRNE
SCREW IN THE EXTERIOR w Z NORTH BRUNSWIM NI OM2
CHANNEL z G PH:800 23 228
PERIMETER SEALANT -� 1/4"MAX
BY OTHERS SHIM SPACE PERIMET o z 1/4"MAX. z N E De n
SHIM SPACEaEX MIN. EXTERIOR wl� INTERIOR W V j 0 11 o y s 4
EXTERIOR INTERIOR EMBEDMENT z 3 S z
q VERTICAL SECTION N p W " p
HORIZONTAL SECTION C� HORIZONTAL SECTION z �s tj s MOO
�I
THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD)
7�
N� oZi Do
1/4"
suBsrRAT MAX.AX. REINFORCEMENT DETAILS > 22
BY OTHERS ° W a
INTERIOR 0.83" I -�{ 0.87" n�0 F a
4 z Z ,�'� ��iF -0.13" REMARKS BY DATE
0.77" 0.9° T I --�{ 0.46,E
EXTERIOR INTERIOR�V J7 0.06" p,g7"
w 1 0.45'
LOCK EXTERIOR O LOCK ALUMRNUMOP O ALUM NUMNG RAIL O BOTTOM7 RAIL&SASH
THE IxsrRwTrox DETeus DEREwsED xnEix ARE EwERa:
AND nur xm REREaAcnuEcoxcmwu roR ASREOflD
SIIE.KFRCONDmpYSGOSF xSTRWipNTO DEVMR
IRON THE REOOIRFMwtt DETANEO xERDN,A IICFNSEO
MIN.EDGE w oon renirrsi eusevmH 'wDocuM MaFIc
DISTANCE
p HORIZONTAL SECTION E VERTICAL SECTION %�,.�L1111f17,,,�
NAIL N IL FIN JAMB MEETING STILE ♦ i
(JAMB)
INSTALLATION NOTES: ••�\ �O
ANCHOR SCHEDULE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT •• N 7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
DISTANCE
s S A OF
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE a3 WOOD CREW [[/
MAXIMUM SIZE LISTED. WOOD.MIN.sG"Oss PAN HEAD 1.5' 0.75• %0. O IDP.,• ;
° NAILING FIN NOT METAL' Seel, gBTEKSCREW P9 THREADS MIN
3. INSTALL INSTALLATION FLDEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT � ENEfMTBEYO ND ow Irj O
OAL`IE., ITHOUTCO CONSIDERATION OF TOLERANCES ARE UMULATVEFROMOEINSTALLATIONANCHORTOTHENEXT. TA
LEC�``�\♦
NErJ P.L
910 PAN HEAD IN RARIDA P. � 7377E
- 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5).MAXIMUM ALLOWABLE SHIM STACKTO BE 3/81NCH,SHIM EXTERIOR CHANNEL 1•� o.7s tuaDelO F DROPS.ex
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. >BE DA2aA CIO 0.L37w0o�'7°
WOOD:MIN.SG a amFBPE CERT.a'AU➢IORI7ATKW Na 7857E
010 FLATHEAD IN THE
S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1S 0.75• FL#:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON SHEET 1 FOR MORE F L 14911
INFORMATION.
010 PAN HEAD IN 3 THREADS MIN
E%TERIOR CHANNEL PENETRATION BEYOND Ow6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:18 GAUGE SIeDI,
METAL DATE: 01.23.18
SIDING. THROUGH FRAME MW.Fy"33KS1
E10 FLATHEAD INTHE 3THREADSMIN DWG.BY:
CHKI-BY:
SO•
INTERIOR CHANNEL PENETRATION BEYOND O
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. NTS
FLAT HEAD
CONCRErE:rw3000PSI 3778'I7W TIIPCON 1.ss 1.78• SCALE:
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.k:
S W D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
MACNRY:CMU per AS 371G IIW TAPCAN 1.75 1.75' SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS CBO MIN.2000 PSI FIAT MEAD
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