HomeMy WebLinkAboutProduct Approval (2) FILE
Silver Line
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SILVER LINE BUILDING PRODUCTS CO P. IC
V1 SERIES170 SERIES SINGLE HUNG WINDOW (212 e County, permittl 9 ONE SILVERUNE ORNE
I NO RTX BRUNSWICK,N108902
(I MPA C T RA TED)(H VHZ) PX:800123"2 8
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GENERAL NOTES: IL Z —1 R%
1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MAX OVERALLSIZE TABLE OF CONTENTS N _ Y m m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE .-I= m
WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS ¢
w
BEEN EVALUATED ACCORDING TO THE FOLLOWING: w
• TAS 201-94 52• 73" 0/X +55/-60 PSF UMI/SMI 1 GENERAL NOTES&GLAZING DETAIL
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94
• ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATE
• ASTM E1886-05
• ASTM E1996.06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATIONNOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING RNE1n n0ND 3DMW ARE MC
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND MAY NOFREFIERACFUALCONDIFIONS FORA SPWFX
WITHSTANDING AND TRANSFERRING APPLIED PRODUCE sF—ERREEQUIREFMENTsOUNUDHM N,AUCMED
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENONEER ORARCHRECTSHALLPREPAM—SPEUFICDONME 0RUSESwNn,UDDCUMENr.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
Digitally nsl q A Nore2ro,P.EINSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS Reason: s6&ygent
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date; 8 B. (y''/,�
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32 STEEL SPACER �-� S•• �C)
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS
N
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY 'D $ (� �F t
GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS C(/
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 0
TO DEFROMENGINEER OR REQUIREARCHITECTNTS DEL PILED HE SITE SS O L.
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR ''XE> #fl 0mRE4b,.,
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT I FLORIDA PM N.7377E
APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER ORBDUAUN OPS,I 3�8 E DANIA BFADRCfI BLw.INc
AHI. OSa
DANIA BEAM FL OJQD�
FBPE CERT.OF AUIXORRAEION Na 295M
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER \� / FL#:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT I_Il II LAS
1/8"OR 3/32 TE F L 14911
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 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 DETAIL - HR I HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
8. GLASS MEETS THE REQUIREMENTS OFASTME1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
Suver Line
b+And&§En—
ED'
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:8D0 230-0228
MAX.O.A FRAME -' ? E
WIDTH 52" U,I a,. S o
MAX.D.L.O. wC 0Qma9
m g
WIDTH 47.69" z 3 o D,= p aa
3"MAX. 6"MAX. 6.25"MAX. o z 17 5 m a
3 3 FROM O.C. FROM F� I \3 0 o il
d
CORNERSCORNERS I w(D Z
z Z 0
1_
NOTE: (/
ALL FASTENERS ABOVE `a.
z
THE MEETING RAIL IN j a
THE INTERIOR IAMB
MAX.D.L.O. MOM 6'MAX. ..0" TRACK MUST BE FLAT HEAD
HEIGHT33.50' C O.C. REMARKS BY DATE
4
MAX.O.A 12.50"MAX.FRAME O.C.
HEIGHT 73"
D THE I-ON DE-LE D-D MOOR ARE GENERI
MIDMAYNOTREN£RAMALmNDaI..AA.E-
4 61NEO�Oaf O—DEiAl1ID AREIR,AUCDISED
MAX.D.L.O. , , EHcmEER Da AaartEc7sxAuvaEPAu sn¢svEDDc
HEIGHT33.50" X 3"MAX. X 6.25"MAX. "X" DoamGxrz voa"sswDH Hsoocux Ex.
FROM FROM ````,I�ILLLIf1�I�7''
CORNERS CORNERS I �
. N .7 7
e*
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT o s A of
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ��/�S• C�����`
'NE18EElL as s
FLORIDA P.E.NO 73778
BULLDIND DROPS 010
398 E.DANA BEACH BLVD. 338
DANIA BEACf4 FL>d
FEPE CERT.OF AMOfMMON Na 29878
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
Silver Line
byAndOWni
ONE SILVERUNE ORNE
NORTH BRUNSWICK,W 08902
PH:800 236-4228
ZO O Q p
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SEE GLAZING SEE GLAZING
oz zss=
DETAIL,SHEET 1 DETAIL,SHEET 1 3 F p m
W z 2 a
o w j > >m
= m
CC
W 6 a
F. W
6
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REMARKS BY DATE
EXTERIOR INTERIOR g� EXTERIOR 0 INTERIOR
LL TXEIt4FN1AnoN oErNLS D—RIED NFRflx ME cErEAlc
ANON-NOTRFSEERR OONDMOM MRAS9_1P
SRF.IFSnEWNDMONsaUSEMST ONTODEVIATE
FROM THE REOUIREMEM DRAILED HEREIN.A URfbED
ENGINEER ORAACHffERSMALL PREPARE SNESPEOFIC
pONMFNR FOR USE WRNTXIS OOCUMFM.
o d �0
N .7 7
SEE GLAZING SEE GLAZING S A OF Ir
DETAIL,SHEET 1 DETAIL,SHEET 1 %�,n O 1pP;'
1 Nv kf Yaf2kA,�a.t
FLORIDA P.E.No 7377E
BUKOND DROPS.INC
393 DAµAIA BEACH BUW./33a
FBPE MT.OF AUTHORIZATION No.29378
O � FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
VERTICAL SECTION g VERTICAL SECTION DWG.#: SWD050
3 NAIL FIN 3 THRU FRAME SHEET:
OF 5
Silver Line
MAnde
03'
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,W 08902
PH:800 2344nB
SECTION FOR INTERIOR U E
R
SECTION FOR Z N E
BLOCK&TACKLE ` SEE GLAZING SEE GLAZING CONSTANT FORCE v1 N o a Q e
BALANCERS DETAIL SHEET 1 DETAIL SHEET 1 Aon BALANCERS D3 z m g
o a3 osa�^P
® of �p®�v 1 0 zss=
/ w(D
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x m
T W a
\ � EXTERIOR
m
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REMARKS BY DATE
MAX.FRAME WIDTH
HORIZONTAL SECTION
4 UPPERSASH
EINST ONDRNLS DFSGINDNERHNAREDENGIC
AND MAY NOT�TRE71£RARUALDDNDIEIDNS wRASREUFlC
SRDD MEmNORDAR S EuET RMN.TODEVUTE
F0.0M THC REDO IRFMFNR DRARFD HEREIN,A DQ'NSFD
SEE GLAZINGSEE GLAZING END�NEGURARd1TERzxALLEiIERAREsnesvEaEx:
oocuMENrs wR usEvmmTHlsoauMENr.
DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
D
. N .7 7
o o S A OF
���•c� O ►OPS'
EXTERIOR �i- s, '• ('jam -41
r D.L.O. Ham!k!gglhb,�a.e
FLORIDA P. No 7771E
BUODING DROPS INC
798 E DANA BEACH BLVD. 778
DANA BEACH,IL
MAX.FRAME WIDTH FBPE CENT•OF wTMWZA¶DN N.29578
FL#:
HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
1/4"MAX.
MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SPACE SUBSTRATE SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS hyAndiffWfi
INTERIOR
o SCREW IN THE INTERIOR
CHANNEL
%� MIN.
MIN. EDGE DISTANCE
W y
EMBEDMENT ONE SILVERUNE DRIVE
SCREW IN THE EXTERIOR „0,Z NORTH BRUNSWICK,W 08902
CHANNEL _a
Z N PH:800 234-0228
PERIMETER SEALANT is
BY OTHERS O
SHIM SPACE PERIMETER SEALANT o Z
BY OTHERS 1/4"MAX• z,�� G a_ E
PF�o EXTERIOR MIN. SHIM SPACE v J oo Q e
EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR a z o F a
A VERTICAL SECTION z �-W ! x
HORIZONTAL SECTION HORIZONTAL SECTION 3 s o g§a
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) z ao =a
w zt3 DO
�x m
SUBSTRAT 15 ACE REINFORCEMENT DETAILS _
BY OTHERS 0.34" E—
w
INTERIOR 0.831"� 0.87" ~ a
0.13" REMARKS BY DATE
z .�
w o m 0.77" 0.9,.
INTERIOR yJ 0.46"
w EXTERIOR T 0.06" 0.87"
w 0.45"
EXTERIOR 1 O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH
ALUMINUM ALUMINUM ` `H° uU`=QDRE"R°R.R"`HUK
ALUMINUM AND—OT RERERAOEUALfDND111...EA.EONC
SQEIF4ITE WNDITIONSGRUSEINST4VATIONTODEWRTE
FROMTHE REQUIREMO-DET 1 HERBN,AU 111)
MIN.EDGE EHDINEEEERORA fOR11--1LRsi"woo-�1EI
DISTANCE °
HORIZONTAL SECTION VERTICAL SECTION ♦♦♦.�`��'�II�PIJo'�.,,'
6 NAIL FIN(JAMB) 6 MEETING STILE .• '
INSTALLATION NOTES: �` �•�'`•E••S•• �0
ANCHOR SCHEDULE N .7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE i '� S A OF JY
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE R8 WOOD SCREW
WOOD:MIN.SG=0.55 • •
MAXIMUM SIZE LISTED. PAN HEAD 1.5 0.75
3 THREADS MIN
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT NAILING FIN PENETRATION BEYOND 0.50• i,��`rS•• �G\�♦♦`
METAL:IB GAUGE Steel, #e TEK SCREW
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. MIN.Fy-33KSI METAL ' pJ o,ay dE�•
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM EXTERIOR CHANNEL 1.5AN HEAD IN • 0.75• B�UEDNO DP.ROPS INCE
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ase E.
BABA�S OU:3'°
WOOD:MIN.SG=0.55 FBPE CERT,a AUMMZA710N N.28578
k10 FLAT HEAD IN THE
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1.5• 0.75• FL If: .
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE C���(�
INFORMATION. 3THREADS MIN r 7
q10 PAN HEAD IN PENETRATION BEYOND 0.50'
11
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:IB OAUGESteel, EXTERIOR CHANNEL METAL DATE: 01.23.18
SIDING. THROUGH FRAME AL:18 AUGE
#10 FLAT HEAD IN THE 3 THREADS MIN owcH R CHK.
F
INN
INTERIOR CHANNEL PENETRATION BEYOND 0.60'
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. CONCRETE:Pc=3000PSI 3116•ITFLATHEAD 1.25W TAPCON SCALE: NTS 1.75•
•
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
MASONRY:CMU perAS R
3176• W TAPCON 1.25" 1.76. SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,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. OF S