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SILVER LINE BUILDING PRODUCTS NAn
V1 SERIES/70 SERIES, SINGLE HUNG WINDOW (2127) ONE SIWERUNE DRIVE
NORM BRUNSWICK,NH 08902
(IMPACT RA TED) FN:Bm 2,4.220.
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GENERAL �
NOTES:
MAX OVERALL TABLE OF CONTENTS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
DESIGN /
MANUFACTURED TO COMPLY WITH THE 6TH EDITION CONFIG. PRESSURE IMPALTSRATING SHEET. REVISION SHEET DESCRIPTION `a
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS WIDTH HEIGHT
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 GENERAL NDTES&GLAZING DETAIL _F a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS F
• TAS 203-94 REMARKS BY DATE
•
ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886-05 BTH EBC EDmoN Irl 06/W17
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WOMA/CSA 101/I.S.2/A440-08• S - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL '
CONCRETE/MASONRY,2%FRAMING,AND METAL FRAMING OTIS
ANDSNN1NOf BEWWDII®IN WN=ORF=
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WKNDUTWEDmHmNSE OWXDIX.DEDMs
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT uTEw'm°w."°°m°�a.roGxu°m°14°"°°I°I
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THEENGINEER OR H"•wxrsTnDS InaHeurtualloreDwortDAND
INSTALLATION.
OF RECORD FOR THE PROJECT OF Dig43/64"O.A.I.G.LAMINATED GLASS Ree oln 19DQ►`Db��yyggaR�F.ND me^P.E
Date:
t BL15rts0:QA gpfu
CONSISTING OF: Q1e i�3 �5`Ob�i
3. 1%AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND �� N` �i
1/8"ANNEALED SPACER
Q�,. 1
i ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR `� �(j •, �D -1
FURTHER DETAILS OF BUCK INSTALLATION. 7/32"STEEL SPACER ;' O
_ 3/32"ANNEALED GLASS.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE - - - - - - -- - - - 0.090"SAFLEX PVB INTERLAYER BY --- *- - -- —
GENERICANDMAYNOTREFLECTACTUALCONDITIONSFOR EASTMAN CHEMICAL COMPANY
A SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS T T t 41 Z
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, / i O
4 A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE / ,����< GamSPECIFIC =
NON!HVHZAREASrNHFOR USE WITH THIS IN
VHZAREAS AREAS,
AA APPROVAL TO BE OBTAINED FROM MIAMI-DARE RER OR EXTERIOR INTERIORH►H�IdHe13E
AHJ. I eROf°0UM r.DROPS.INC .
IJ. 3113 E DANA BEACH ULW 3N
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ EanE OW.OF 5N N.20MON THIS PRODUCT IN AREAS REQUIRING IMPACT STEEL SPACER FL#:
RESISTANCE. \ MIN.GLASS
1/8"OR 3/32" FL19715
6. WINDOW FRAME MATERIAL:PVC _ BITE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12,11,17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DWG.BY: CHK.BY:
P OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN GLAZING DETAIL 1 LMS HFN
CHAPTER 23.
>; scALE: NTS
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE:
GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET.,
_ CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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MAX.O.A FRAME
WIDTH 52" ?N g
MAX.D.L.O. w o 0 e $e
WIDTH 47.69"
3"MAX. 6"MAX. 6.25R"MAX. 4 o co,
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3 3 CORNERS CORNERS w
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I NOTE: >_ o
J— ALL FASTENERS ABOVE
THE MEETING RAIL IN a \
D THE INTERIORIAMB
4 6"MAX. TRACK MUST BE FLAT HEAD �' a
MAX.D.L.O. "O" D.C. REMARKS BY DATE
HEIGHT33.50" C
4 � 6TH PBceomDN LM 0e/24/7
12.50"MAX.
O.C.
MAX.O.A FRAME
HEIGHT 73"
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MARgHGS TD THIS DDCU MEM APF NDf PFRMrtEED AND
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g ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT :�'oT`•. T P•:'
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SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW NAI.
E Irl 4f I- fE73M
ROftlDA PL No 7 OiNC
BU3D9Ni DROPS.
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FL#:
FL19715
DATE: 12.11.17
F
DWG.
CHK. FN
$ SCALE: NTS
DWG.#: SWD011
SHEET.,
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REMARKS BY DATE
_ F 6TH F8C EDITION LM 06/14/17
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EXTERIOR INTERIOR EXTERIOR INTERIOR
AHD SWNl NOTBE RENIDDUOEOIN WHOIE ORVA6T
X X WIiX01R WNREN---OF BDIIDIN6 DXOM WG
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2 DETAIL,SHEET 1 DETAIL,SHEET 1 ........P;'R, -LL,
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FLORIDA
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BURRMODROPS .INC
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FWE CM.DE AL ORIZATION N.2WM
y � FLA:
FL19715
DATE: 12,11.17
DWG.
CHK.-IFN
SCALE: NTS
DwG.n: SWD011
VERTICAL SECTION g VERTICAL SECTION SHEET:
3 3
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SECTION FOR INTERIOR SECTION FOR Zz te
-- BLOCK&TACKLE _ SEE GLAZING SEE GLAZING CONSTANT FORCE N N 0 a.
BALANCERS \ DETAIL SHEET 1 DETAIL SHEET 1 BALANCERS w` [=i z
w0 - �55�SXa
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EXTERIOR a ,®
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REMARKS BY DATE
MAX.FRAME WIDTH 6TNFBCEDITION LM 06/16/17
C HORIZONTAL SECTION
4 FIXED JAMB
pHDS1WINOT BE REPPODUQD IN VMOIf OP PART
VAfHOUf VIRIIFN IDNEXf OF BMDNNG DPDVS,MC
ALTFMTtlfgADDMONS xKtDGx11XG.OP OMFR
SEE GLAZING SEE GLAZING AuwBNGBT>wDooax+Ex�APE xovmAm7EDAxo
DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 ````%%III I1111J,Z�
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EXTERIOR
NAI- %
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D.L.O. IHI.NLk6,I�E`
FLORIDA P.E.No 73770
BNIDMO DROPS
MOLW./
'F 390 E DANIA BEACH B 320
DANA E RPE CERT.OF BEACH.
11W N.291M
FIL
MAX.FRAME WIDTH FL#:
D HORIZONTAL SECTION FL19715
4 FIXED JAMB DATE: 12,11,17
DWG.BY: CHK,BY:
LMS HFN
SCALE: NTS
DWG.#: SWD011
SHEET:
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MIN. SUBSTRATE 1/4 MAX. MIN.EMBEDMENT
SHIM SPACE SUBSTRATE SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERSSCREW IN MAnde"r3eri
INTERIOR
o CHANNEL THE INTERIOR
C MIN.
MIN. EDGE DISTANCE w
to ONE SILVERLINE DRIVE
EMBEDMENT o 2 NORTH BRUNSWIOL NJ 08902
SCREW IN THE EXTERIOR F PH.800 2344728
CHANNELCL
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PERIMETER SEALANT 1/4"MAX. z
BY OTHERS SHIM SPACE PERIMETER SEALANT Q ,..,o z R
BY OTHERS 1/4"MAX. z^ E Da
In
EXTERIOR MIN. SHIM SPACE N V J O Q y Y
EXTERIOR INTERIOR EXTERIOR INTERIOR
EMBEDMENT RI O F Z? 0 8 a
A VERTICAL SECTION HORIZONTAL SECTION W _
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g HORIZONTAL SECTION NAIL FIN(HEAD) a<o w'
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 W ID z R
oz— TDO
1/4"MAX. REINFORCEMENT DETAILS ' a �a
BY
OTH AT M SPACE 0.34"
BY OTHERS IL 1= 6
0.83" 0.87I �"� REMARKS BY DATE
INTERIOR 2 �"�I �---0.13" 6TH PBC EDITION LM 06/14/17
i 0.77' � l 0.9" 0.46"
FIXTERICT
INTERIOR T�'�I0 40.06" 0.87"
EXTERIOR iLOCK RAIL TOP 2 LOCK MEETING RAIL 3 BOTTOM LIFT RAIL&SASH
OOALUMINUM O ALUMINUM ANDS LNCTBEREPRODUCIDINYMOIE-R ALUMINUM vnmourwwrtEN mNSENTOEeuIImxD pRDPA we
ADEMTgNS,ADwDON;HWNUGMw40ROfNFIE
MARONG510 THEB OOGIMENT ARE NOT PERNDf 1E0 AHD
0.110A OU
MIN.EDGE 1J1111JJJJ N.
DSTANCE ```%��5
p HORIZONTAL SECTION VERTICAL SECTION ,
6 NAIL FIN(JAMB) 6 MEETING STILE :O
INSTALLATION NOTES• ANCHOR SCHEDULE - _ _ _ _ _ _ _ _ 1 _ 7
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE n �m
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE
WOOD:MIN.SG=0.55 k8 WOOD SCREW +.6• a.76• �O C OP;•'
2 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PAN HEAD
.,,•••,,.• Z
PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAILING FIN METAL'18 GAUGE Steel tl8 TEK SCREW PENS THREADS
MIN NO o.5a• ��� S/O...... �GN`�``
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31/2 INCH THE DEPICTED LOCATION& METAL y W( QL pNAL E
SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE 010 PAN HEAD IN FLORIDA P.E.No 737)5
1.S 0.76• BULDBIO DROPS INC
5 NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. FxTERIOR CHANNEL 34e E DANA BFAa Ilva 33e
E WOOD:MIN.SG=0.56 RIPE cmT OF OF AU�7HoIdL11 411670
9 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM 010 FLAT HEPD INTHE
STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 2/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL +.r o.Ts FL#:
OF HIGH DENSITY PLASTIC OR BETTER. F L Z J/Q71 1 S
010PAN HEAD IN
0103 THREADS MIN
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, EMERIORCHANNEL PENETRATION BEYOND °.60- 12.11.17
FOAM,BRICK VENEER,AND SIDING. METAL:18 GAUGE Steel, METAL DATE:
THROUGH FRAME MIN.Fy=33KSI 3THREADSMIN DWG.BY: CHK.BY:
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR tl10 FLAT HERO IN THE PENETRATION BEYOND 0.501 LMS H FN
HAVE A CORROSION RESISTANT COATING. INTERIOR CHANNEL METAL
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. COIJCRETE:ee-300aPSI FLAT HEAD 3HGNWTAPCON 1.25 176' SCALE: NTS
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.#: S W D011
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU per ASTM 3116•ITLV TAPCON 125• 175• SHEET:
INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM C90 MIN.2000 PSI FLAT HEAD
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLATHEAD ANCHORS. OF 5