HomeMy WebLinkAboutProduct Approval (2) RECEIVED
SEP 1 % '3?9
ST, Lucie County, Permitting
SILVER LINE BUILDING PRODUCTS CORP. sire°�
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3
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE
BRUNSWICK,SIDRM
108902
(IMPACT RA TED)(HVHZ) PH:800 234-4 8
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GENERAL NOTES: w L9 Z
W
MAX OVERALL SIZE TABLE OF CONTENT'S w.Z7 y m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND H
MANUFACTURED TO COMPLY WITH THE CURRENT EDITIONCONFIG. DESIGN MISSILE
FLORIDA BUILDING CODE(FBG),INCLUDING HAND HAS
WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION
m
a
BEEN EVALUATEDACCOROINGTOTHEFOLLOWINWING: Eii a
-
TAS 201 GENERAL NOTES&GLAZING DETAIL
-94 52" 73" O/X +SS/-60 PSF LMI/SMI 1 � a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
t • ASTM E33D-02 3 - VERTICAL SECTIONS
• ASTM E1886.05
ASTM E1996-06/09/12 q - HORIZONTAL SECTIONS
z • -
a • AAMA/WDMA/CSA 101/I.S.2/A440-08 S - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OFTHE EXISTING STRUCTURAL REINFORCEMENT DETAILS
F CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
DN.YXOT•FNlECE CONCYnONSwA•SPN[OiK
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF srtE.uvmm�ommuuasECarauAnuvro OfnA1[
s WITHSTANDING AND TRANSFERRING APPLIED PRODUCT moM—ewuiaEwExr3oenn D—N.•ueEnao
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE fNGPiEaIORMMRECfSNALLNiEDAl1E5TE5"FLIFIC
ooa Emma wn usEvmmnEaoeEvr.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Dlgttally n@�(1yElAfi10���Nomro,F.
INSTALLATION. hT
$ eason' s ant
43/64"O.A.I.G.IGLAMtNATED GLASS
g 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNEDAND CONSISTING OF: Da �� ;38'
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
1/8"ANNEALED GLASS ��` .� ^E
ti STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER :��V� S•• �0 i
RESPONSIBILITY OFTHE ENGINEER ORARCHIECT OF 3/32"ANNEALED GLASS 1 N -7 _
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
P EASTMAN CHEMICALCOMPANY 'O
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
} GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / \ 3/32"ANNEALED GLASS �0� 3 0 IpP,�•����
ASPECIFICSIE.IFSITE CONDITIONS CAUSE INSTALLATION
S TO DEVIATE FROM EREQUIREMENTS DETAILED �0
A LIC N ED NGINEEROR ARCHI ECT SHALL PREPARE SIE `�
// 'j��S L��G,.`�
" SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR ,�NE7i✓ Lq pAldi`
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT ( I RAfUOI PJL No 73TA3
APPROVALTO BE OBTAINED FROM MIAMI-DARE RER OR I 60°�a m1m wa
asa E OA18A BEACN- aae
OANIA EEAtlI R'm
i AHI. \ F13PE CERT.CF AUINOW2ARM N•nM
a
S. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED STEEL SPACER / FL#:
ON THIS PRODUCT IN AREAS REQUIRING IMPACTMIN.GLASS F L14911
RESISTANCE. 1/8..2113/32" BITE 7/16"
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01,23.18
F 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD 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 SCALE:
CHAPTER 23. NOTE: NTS
SNITS
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#:
GLASS CHARTS.SEE SHEET i FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
K Silver Line
MAndt Wh
7
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:600 236-4228
MAX.O.AFRAME 5 z m
WIDTH 52" z ry g Eri „
MAX.D.L.O. aj, 3 D o 3 e
WIDTH 47.69" �5
3"MAX. 6"MAX. 6.25""MAX r{ o z C7 m m
A B FROM O.C. I o z a Z g s •
3 3 CORNERS CORNERS - 3 z a S
mz o
co
NOTE: •+
^2 C m
ALL FASTENERS ABOVE
THE MEETING RAIL IN " < `
_ THE INTERIOR JAMB W
MAX.
6'MAX. p.. TRACK MUST BE FLAT HEAD
D.LO. "O" �
HEIGHT33.50" C O.C. I REMARKS BY DATE
" 4 L
12.50"MAX.
P
MAX.O.AFRAME O.C.
HEIGHT 73"
C D ME YtSTMEAEIOn DETANS VESWNEDMERflNANE GEIRWC
AnuxwrnDENExEtrxrvnLoonomoxswNnsNceRc
4 srtE."srtconanoxsunE�*AUAnoxroxnAn
9 Ex01AiNE pfOUWFMENR0ETN4@NERFIIJ,RUL415FD
MAX.D.L. �x" "X" OxO(�VNEIrtAMaSw"xnris'woown+xrr.
HEIGHT33S0" " 3"MAX. 6.25"MAX.
h
CORNERS CORNERS
E•.5•• � �-
�* N 7 7 O
P.
SA OF X
y ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT O
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW O
J�F'1�1FJab)di
SU DA P. N"6 3770
INC
BUEDAKJ NC
JOB E OAtJA BEAOK fiW. JJB
OAKIA BET PL 04 N
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FL J7:
FL14911
d DATE: 01.23.18
DWG.
I-BY:
R cH HK.
SCALE: NTS
DWG.a: SWD050
E SHEET:
2
OF 5
Silver Line
byAncldmH
ONESILVERUNEDRIVE
NORTH BRUNSWICV NT 08903
PH:800 7344228
an
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SEE GLAZING SEE GLAZING
DETAIL,SHEET 1
DETAIL,SHEET 1 $ Z s s
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REMARKS BY DATE
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DETAIL,SHEET 1 DETAIL,SHEET 1 O 0
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BULONG DROPS.INC
_ 320 E.OARA BEACHBLt9./338
} OARA BUCKFL S700i
FBPE CERT.OF AU8EOR7ATM No 18370
FL a:
FL14911
yDATE: 01.23.18
DWG.BY:
tHKHFNI
A VERTICAL SECTION g VERTICAL SECTION SCALE:
ws# NTS
SWD050
} 3 NAIL FIN 3 THRU FRAME SHEET:
ti
OF 5
Silver Line
MAnd'RWi
3
ONE snvERunE DRIVE
NORTH DRUNMOC,x108907
PH:800 7344178
?
SECTION FOR INTERIOR SECTION FOR L n
BLOCK&TACKLE SEE GLAZING SEE GLAZINGCONSTANT FORCE vZ- z a $
BALANCERS \ OErA1L SHEET 1 DETAIL SHEET 1 L-BALANCERS Aq 3 �aR s $
Oz 3 Z3s6
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\ J / EXTERIOR
1- D.L.O. l= a
REMARKS BY DATE
7 MAX.FRAME WIDTH
HORIZONTAL SECTION
4, UPPER SASH TxE RETrAUAnox�rw,u mDx ARE 6ExEAK
i ANO MAY NOTAEAER AMU fA WOMi AfPWC
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SULDI10 DROPS INC
388 C DANIA BEAgI lLW. 378
MAX.FRAME WIDTH FHPE CERT.OF� ZATION°OH.20=
FL#:
p HORIZONTAL SECTION FL14911
c 4, LOWER SASH DATE: 1„23,18
{
DWG.BY:
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SCALE: NTS
Y
DING.#: SWD050
SHEET:
4
OJS
MIN. SUBSTRATE 1/4"MAX.SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS MEAAN
BY OTHERS —►I BY OTHERS MAndersen
N INTERIOSCREW IN THE INTERIOR
CHANNEL
'� MIN.
MIN. EDGE DISTANCE
EMBEDMENT ONESILVERUNEDRM
SCREWINTHEEXTERIORNORTH8RU1SW0,IU08902
CHANNEL z� PR:900 23"228
BY OTHERS 1/4'MAX PERIMETz 5
PERIMETERSEALANT } SHIM SPACE 1/4'MAX. z NSHIM SPACE n ti < m , D e
ERIOR INTERIOR EXMIN. EXTERIOR INTERIOR w' p o wo m g
EMBEDMENT 3 S
s
VERTICAL SECTIONg HORIZONTAL SECTION HORIZONTAL SECTION
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(IAMB) 6 NAIL FIN(HEAD)
w
NM N? mmn
suesrRAr (1/4 s ncE REINFORCEMENT DETAILS ' = a
BY OTHERS I 0,34" W
INTERIOR
2 �� REMARKS BY DATE
�i, �-- j I�0.13°
0.77" 0.9 I �I I�
INTERIOR �y 0.46"
w EXTERIOR 0.06" 0.87"
m 0.45'
f z LOCK RAIL TOP1 ALUMINUM ALUMINUM
RAIL OUC RAIL 11 SASH
X
ENE mcruunon DErpeslNscwaEnnEnnn pflE 4FNEWC
pnD N4Y NR,[RER ACNLL CpIdDONE EOR p Ei[OEK
41E R SRElnnpilDNS GJSE 1161A W R10N TO RI.AR
LepMTNE NHIUPFGENf50ETNlW MFPFIN,p UCEnEFD
i FNCilNH90A pRLlIVECf SNALLPMPA9E9EESNCINC
MIN.EDGE "Dcvn,ErrtsEo9usE vnTrnNn oovNwr.
DISTANCE
x p HORIZONTAL SECTION E VERTICAL SECTION
$ 6 NAIL FIN(JAMB) 6 MEETING STILE
INSTALLATION NOTES: �O
aNcxoR SCHEDULE �* ••N 7• i
7
R 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE AHDHoa scxmuLE MIN EMBEDMENT DI TEDGEE
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE 4B WOOD SCREW S A OF •
MAXIMUM SIZE LISTED. vrooD:MUL SG=oss PAH HEAD Is• 0.75• i0T O
3 DETAILS(INSTALL NE.,VIDUAL INSTALLATION WITHOUT CONSIDERATION OFISWITHIN A TOLERANCE OF 11/2 OLERANCES).TOLERANCES ARE OT CUMULATIVE THE FROM ONENNSTALLATION ANCHOR TO THE&SPACING IN THE ANCHOR YOUT NEXT. ruvI3NG FIN METAL:IS
Fy°33 sst0el, as TEKscl�w PE N3ETTRRAMETAL
�ONSEYONO G.6o• /',,,�'In
t 010 PAN HEAD INRpimTM
A P No 73
y 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM EXTERIORCHANNEL Is* 0.76, 3oe E�O�IN/31e
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH.FL 3300!
WOOD:MPI.SG=Cs6 F3PE CERT.ff AIITIfOHUT1011 K.2957E �
410 FLAT HEAD M THE
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE INTERIOR CHANNEL 15• 0.75• FL N:
" DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L149.11
INFORMATION. 3THREADS MIN
k
d 010 PAN HEAD N PENETRATION BEYOND 0.60• y 6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL-18 GAUGE Steel, EXTERIOR CHANNEL METAL _ DATE: 01.23.18
i SIDING. THROUGH FRAME MIN.Fy°33K81
y 410 FLAT HEAD IN THE 3TRATIOBEY MIN DWGHR `"HFN
INTERIOHEAD I N H PENS THREADS BEYOND O.SP
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING.
CONCRETE:TP3000PSI 91/G AT EA13 1.25• 1.75' SCALE: NTS
SAT"�° SwD050
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#:
i FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:cMu INv AS 3 to rrwrAPCON
L 1.15' 1.75• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS GJD MIN.2000 Psi FLAT HEAD
2
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. Ch�JI
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5