HomeMy WebLinkAboutProduct Approval Silver Line
SILVER LINE BUILDING PRODUCTS CORP. brMdersgn
V1 SERIES170 SERIES SIN'I GLE HUNG WINDOW (2127) OHBRUNIMMNJ08
• , NORTH BRU 01234.4X10890]
'I VX:800 73/-0710
�® meet (NON-IMPACT) (HVHZ) z
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALLSIZE 'I ! TABLE OF CONTENTS > w /
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE J a
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION w
BEEN EVALUATED ACCORDING TO THE FOLLOWING: •.I i
• TAS 202-941
1
! 1 _ GENERAL NOTES&GLAZING DETAIL
• ASTM E330-02 52" 62.50" CIA +62.8/-65 PSF NON IMPACT REMARKS BY DATE
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS
52" 73" 0/X +55/-60IPSF j NONIMPACT 3 - VERTICALSECnONS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
WITHSTANDING UNDATIONISTND THE NG RESPONSIBILITY
S REINFORCEMENT DETAILS ix[IxII. QN" 4DM"1"["".....sasxurc
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE uro ru7norwucr�nwrmndnoxz we�s.tavK
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF sac"sn0mxmnoxspes[usruunoxroom•rz
INSTALLATION.
FRO cXuriuonoizc"rsouu.uvuisvrtsrf�vrcDGEo
oacvurxrs ro"uss wnx 7"n oaaiurxr.
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Digitally signe }1 m*15.Norero,P.E.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE eason:kgO I sddoynent
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ! S/8"O.A.I.G.GLASS at;`C"BB .S. �f Uri-10
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THEPROJECrOFINSTALLATION. j ��` �'�,\•E••S � 'PO��'
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE ! / N •7 7
GENERICAND MAY NOT REFLECrACTUAL CONDITIONS FOR \
,�. A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / �-0 S A OF
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / INTERIOR '
ALICENSED ENGINEER ORARCHITECrSHALLPREPARE SITE
i�T� O IDP'«•
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INnn
APPROVAL AR O OEAS.IN BTAINED FROM M AMI DADS RER OR AREAS,ONE TIME PRODUCrI\ HME
AHJ. STEEL SPACER XErdEikJ�yana.ai
/ BR01°°u7DL O'DROPS w 8
xe t BNmt BEACH elw. ata
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" _ g11TE 7/16° ouaA aua�rt afoot
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SETTING BLOCK saPE CMT.OF wtXamAnoX H.70.378
6. WINDOW FRAME MATERIAL:PVC FL#: F L14911
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. DWG.BY: CHK.BY:
NOTE, HR HFN
B. GLGL SS ALL CHARTS.
HE ET 1 FOR
NTS GLAZING
ILS.. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS..
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.a: SW D049
RESISTANCE. SHEET:
OF 5
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Silver Line
MAn&Rfi
ONE SOVERUNE DRIVE
NORTH BRUNSWICK.NJ 08902
PH:(BDO)2344228
MAX.O.A FRAME ?
WIDTH 52" z N
MAX.D.L.O. w= N 0
WIDTH 47.69"
w0 0 ii
C ^
A 8 3"MAX. 6"MAX. 6.25"MAX. rL o z a Z
3 3 FROM -.{ O.C. FROM �+
CORNERS I CORNERS I I vii 3 W
W Z m
L Y
NOTE: �= W
ALL FASTENERS ABOVE /
THE MEETING RAIL IN
MAX.D.L.O. THE INTERIORJAMB F
HEIGHT 33.50" "0" 6"MAXJ "0" TRACK MUST BE FLATHEADS. "0" F" a
C D.C. REMARKS BY DATE
4
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
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ANDNY}NOf 9Rl2RARBALmf1DD1NIIf09ASV[GM
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MAX.D.L.O. 4 .�Xn "X" i "X" cNcixMi ap RNuuvwAACHrzv[cnc
HEIGHT 33.50" 3"MAX. 6.25"MAX. WON X15004 s`"`'
FROM FROM ```�L�
CORNERS CORNERS �
T
O
X .77
0 S A OF -G:
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
•` HE3D ICA PA YDIE1t73M
B�UEDWO DOOPS NC
59B E DANIA BEACH BW0. 350
DANIA BEARS R
FIDE cw.OF AUTHOIDMna N.2967E
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.a: SWD049
SHEET:
OF 5
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Silver Line
brAn&r5en
I
ONE SIWERUNE DRIVE
NORTH BRUNSWICK N108902
PH:18001234-4228
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SEE GLAZING SEE GLAZING !^O m m a
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REMARKS BY DATE
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/ DETAIL,SHEET 1 / DETAIL,SHEET 1 0�6` 0 top'.., 41
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FLORIDA P.L No 73778
BULOMO DROPS.Ile
300E DANIABFAW BL1D. 370
DANIA DEWFI3300
4A FWC CURL K AUT401=110H Na 20.170
FL a:
FL14911
DATE: 01,23,18
DWG.BY: CHK.BY:
HR I HFN
A VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
DwG.a: SWD049
3 NAIL FIN 3 THRU FRAME SHEET.
I
OF 5
Silver Line
DrAndeTsen
INTERIOR ONE SILVERUNE DRIVE
SECTION FOR NORTH BRURSIVICK.x108902
BLOCK TI TACKLE _ SEE GLAZING SECTION FOR PH:800 2344728
SEE GLAZING
BALANCERSDETAILSHEETI CONSTANT FORCE
\ DETAILS �o BALANCERS Z
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EXTERIOR w l7
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MAX.FRAME WIDTH
REMARKS BY DATE
HORIZONTAL SECTION
4 UPPERSASH
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SEE GLAZING INTERIOR SEE GLAZING
DETAILSHEET 1 DETAILSHEETSUN
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awl
S A OF r Q:
O
EXTERIOR /i/SS o
D.111 O. I eE io t4 ti�a c`
MRIDA P.F:No 73770
BVKDINO DROPS.I!O
-' 308 F:DANT WD"O 8LV0. 330
DANIA BFA04 R 33001
WE MT.OP AUTHORIZATION N4 211370
MAX.FRAME WIDTH FL�J FL14911
HORIZONTAL SECTION DATE: 01.23.18
4 LOWER SASH DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.n: SWD049
i
SHEET:
OF 5
I
• I
MIN. SUBSTRATE 1/4"MAX.
EDGE DISTANCE BY OTHERS SHIM SPACE ) SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
3 BY.,OTHERS BY OTHERS InAnderseri
INTERIOR
o SCREW IN THE INTERIOR
CHANNEL
MIN. I
MIN. EDGE DISTANCE ONE SIWERUNE DRIVE
EMBEDMENT
SCREW,IN THE EXTERIOR 02
NORTH BRUNSWICK,N1 08902
CHANNEL i H PH:800 234-4228
LPERIMETER SEALANT —� 1/4"MAX f o v
BY OTHERS SHIM SPACE PERIMETER SEALANT I o Z
BY OTHERS 1/4"MAX. z;E aT J
SHIM SPACE
EXTERIOR INTERIOR EXTERIOR _ t IIN. v+C O Q
EMBEDMENT EXTERIOR INTERIOR w 30$z WO S ;
DA VERTICAL SECTION �� > W ZS35S€ i
B HORIZONTAL'!ISECTION C HORIZONTAL SECTION
THROUGH FRAME(HEAD) ^3 g
6 g THROUGH FRAM d(JAMB):i, 6 NAIL FIN(HEAD)
N= NQS O3
SUBSTRAT 1/4"MAX. REINFORCEMENT DETAILS > g /
BYOTHERS SHIM SPACE j = w
—�{ 0.34" r_
INTERIOR =_fir 0.83" 0,87" r a
��, L +0.13" REMARKS BY DATE
o7EXrERIOR
20.77" �EXTERIOR ) —�I h'—0.46"
0.06" 0.87"
INTERIOR T 0.45"
LOCK RAILTOP O LOCK ALUMINUM
RAIL O ALUMINUM BOTTOM RAIL&SASH
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1 ALUMINUM AnpAarxmwEcrAauumxanasweAsrscrlc
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f0.0M TM 0.LW YID4rHt3 DRNI[D M[MN.AIICQIf[D
MIN.EDGE [NaN[wO0.A0.CMRFCr3NALLP0.VAULTFAEaBD
DISTANCE swcuus,m son uss w"xmisoocuusxr.
p�HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN(IAMB) 6 MEETING STILE O
INSTALLATION NOTES: •E•.S 'Ao�=
ANCHOR SCHEDULE N .7 ]
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHORLOCATION SHOWN. MIN.EDGE * E
.METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE S A OF : Q:
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE
MAXIMUM SIZE LISTED. ! WOOD:MIN.SG"o.5s N8PANM� 15• 0.76• O IOP': Q/���
WITHIN A TOLERANCE OF il/2 THE DEPICTED &SPACING IN ANCHOR LAYOUT NAILING FIN 3THREADSMIN
3 D AAILS(I.E.,VWITHO WITHOUT CONSIDERATION OF TS TOLERANCES).TOLERANCES ARE NOT CUMULATIVE UMULATVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. M�rnIN�Fy�33KSS GAUGE Stoa1, tl87EKSCREW P��METAL
DE o.so• '''�/
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO EE 3/8 INCH.SHIM E10 PAN HEAD IN RDRDA P.E No 7377E
EXTERIOR CHANNEL 1.S 0.75• BUABOIO DROPS,INC
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED Of HIGH DENSITY PLASTIC OR BETTER. 375 F DANIA BEACH BL10. 33B
WOOD:MIN.sa=DSS 7®E CFI T.K�OgRs& N.7857a
S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONALAS LONG ASTHE MINIMUM EMBEDMENT'ND EDGE MO FLAT HEAD IN THE
DISTANCE REQUIREMENTS ARE STILL METWITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE INTERIOR CHANNEL 1.s D.75• FL#: FL14911
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT 010 PAN HEAD IN 3 THREADS MIN NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND EXTERIOR CHANNEL PENETRATION BEYOND 0.50•
SIDING. it THROUGH FRAME METAL'10 GAUGE SW METAL DATE: 01,23,18
MIN.Fy-33KSI 7 THREADS MM
M10 FLAT HEAD IN THE PENETRATION BEYOND 0.50• DWG.BY:
CHK.BY:7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A COR,¢OSION RESISTANT INTERIOR CHANNEL METS
COATING.
3118•DW TAPCON SCALE: NTS
EA
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DIST NCE IS MEASURED CONCRETE:fG3000PS1 FLAT HD 1.25• 1.75•
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. ',I `I DWG.0: SW D049
MASONRY:CMU pO,ASTM 3116•rTW TAPCON 1.W 175• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIO�(5,AND ANCHORS C90 MIN.2000 PSI FLAT HEAD
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, it OF 5