HomeMy WebLinkAboutProduct Approval 10/2/2019 Florida Building Code Online
' 77 T—
. �
n i+�f..#a t� Sa '�f'F�§I..�c,i.,-c A 4�:'' s R'a.,.a.I§��•+t, ��f�t �' _ ::: ::.. �a`"'i
BCIS Home 1! Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications j Contact Us BCIS Site Map Links Search
�orida
- Product Approval
USER:Public User
Product ADproval Menu>Product or Apoiimtion Search>Application List>Application Detail
t
{ FL# FL149944;R t-'
Application Type Revision
Code Version _2017
Application Status Approved
i
t _
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
! North Brunswick,NJ 08902
y (732)435-1000
jonberrian@slbp.com
I ~� Authorized Signature ]on Berrian
i jonberrian@slbp.com
-' Technical Representative
1 Address/Phone/Email
y i
fQuality Assurance Representative
l Address/Phone/Email
( } Category Windows-
1 ! Subcategory Horizontal Slider
it
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
_.I
Evaluation Report-Hardcopy Received
f -
Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E.
I. Evaluation Report
Florida License PE-73778
1 Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
? Validation Checklist-Hardcopy Received
-7
fi Certificate of Independence FL14994 R4 COI COI Silverline SS 2017-06-14.pdf
i Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
F r' ASTM E1886 2005
ASTM E1996 2012
t- TAS 201 1994
TAS 202 1994
TAS 203 1994
I 11 Equivalence of Product Standards
i Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquZRj59%2fDrx2%2flDBR4OJnUDtyJgIE3HWPwBye%2blahjgsA%3d%3d 1/2
10/2/2019 Florida Building Code Online
-
f' i
I - j
t Product Approval Method Method 1 Option D
f-
Date Submitted 08/17/2018
{ i
Date-Validated 10/14/2018
f Date Pending FBC Approval 08/21/2018
Date Approved 10/18/2018
i
Summar)`of Protlucts _. . _
r- ) FL# 1Model,Number or.Nam scrtptlon - ,
14994.1 I V1 Series/70 Series(2800) i Gliding Window
' r Istella—
n tion Instructions
Limits o
Limi f Use
1
Approved for use in HVHZ: No FL14994 R4 II SWD027.SS.2018-10:11.pdf
PP
Approved for use outside HVHZ:Yes Verified By: Hermes F Norero,P.E.Florida P.E. 73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A ,Evaluation Reports
k Other:See Installation Instructions and Product Evaluation I FL14994 R4 AE P,ER5144.SS 2018-02-08:2
Report for allowable design pressures,sizes,installation {..Created by.Independent Third Party:Yes
requirements and limits of use. JJJ
i
14994.2 V3 Series/70 Series(8700) Gliding Window I � I
Limits of Use _ I(Installation Instructions
Approved for use in HVHZ:No I=L14994'04%1I 'SWD028!SS 2018-10=11.pdf
Approved for�use outside HVHZ:Yes Verified By: Hermes F'Nolero, PE.Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A I Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14994 R4. AE P€R5488 SS 2038-02-08.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14994.3 V3-Series/70 Series=(8700) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14994 R4 II SWD029 SS 2018-10-11.pdf
i Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.Florida P.E.73778
Impact Resistant:Yes IIIII Created by Independent Third Party:Yes
! Design Pressure: N/A 1 Evaluation Reports
S Other:See Installation Instructions and Product Evaluation FL14994 R4 AE PER5146 SS 2018-04-19.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use. I
14994.4I V3 Series/70 Series(8800) Gliding Window
1 Limits of Use Installation Instructions
i .Approved for use in HVHZ: No �. FL14994 R4 II SWD030 SS 2018.10-11.pdf .
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A �.Evaluation Reports
i Other:See Installation Instructions and Product EvaluationF.L14994 R4 AE..PER5147 SS 2018-02-.08-pd
= 'Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
i •S l=�� 0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
i The State of Florida Is an AA/EEO employer.Qyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
-') mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
-i Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
;i provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
- ] provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
� - 1
='7
Credit Card
5 Safe
LMR! i
F i
htts://www.floridabuildin .or / r/ r_aPP dtl.as x? aram=wGEVXQwtD uZRJ59%2fDrx2%2flDBR4OJnUDtJ IE3HWPw6 e%2blahJsA%3d%3d 2/2
SILVER LINE WINDOWS AND DOORS S"'e '
V3 SERIES/70 SERIES
ONE SILVERNNE DRIVE
GLIDING WINDOWS (8700)
NORTHB(�SWI4-02��_
(IMPACT)(HVHZ) z E
a R
vi
wol•`o o O�H�mve
LD r M'
O
l7 mma°s
GENERAL NOTES: y 2 o
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DESIGN PRESSURE TABLE TABLE OF CONTENTS I nR
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTION `W's Z z Y m m
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING B w
1 - GENERAL NOTES&GLAZING DETAILS
BEEN EVALUATED ACCORDING TO THE FOLLOWING: C7 Z 6 a
• AAMA/WDMA/CSA 101/1.S.2/A440-11 73.0"X 63.0° XO +50/-50 PSF LARGE MISSILE 2 - ELEVATIONS&ANCHOR LAYOUTS ui
• ASTM E1886-05 I_
• ASTM E1996-12 3 - VERTICAL SECTIONS r d
• TAS 201-94 4 - HORIZONTAL SECTIONS REMARKS BY DATE
• TAS 202-94
• TAS 203-94 5 - ANCHOR DETAIL&SCHEDULE 6TH FBC EDITION FM 10/17
2.ADEQUACY OF THE EXISTING STRUCTURAL 6 - COMPONENTS&BILL OF MATERIALS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
9
z ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
FxFsar OTRV T oFs OON SFaRFCFx M
Y LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
r xoreFFLrnacruum��xzwRAseranc
- si iFsnFmxomoxs D Lroxroo 0
ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF FRO m*xsemmaunwrs onu¢n xLnax,au�Fam
INSTALLATION. 3/4"O.A.I.G FxeixcFRORaRarrtersxsu eeFeaeFsfrtsecanc
CONSISTING OF: oacxmFxawe uscwrtx7xrsoocumwr.
3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS lgita%j sign 41 H lftpjF,V..,P.E.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE AIRSPACE eason: 0 is 4ty�eM
ala: �. ,UQt
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1/8"ANNEALED GLASS `� •• 0.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 0.09"PVB INTERLAYER •�•• i
FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS � ` �••
* N :7 7
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SETTING BLOCK SPACER MATERIAL BUTYL-REINFORCED STEEL 1*,
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC -
L = '0 S a of r a'
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
P FROM THE REQUIREMENTS DETAILED HEREIN,ALICENSED / SILICONE �O, P•.°,���
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ EXTERIOR INTERIOR
F AREAS,IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO W7
LEN
BE OBTAINED FROM MIAMI-DADE RER OR AHJ. xE/ d�U�FppLYd,%
FLORIDA P.E.No 73178
1/2"MIN.GLASS IwRDmD mops.we
S.APPROVED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED 398 E oAwA BEACH Is. »e
BITE ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
GLAZING DETAIL �°E OF wTM°�nON "578
s 6.WINDOW FRAME MATERIAL,PVC FL#:
GLAZING NOTES: F L14994
7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH
hCHARTS.SEE SHEET i FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: 09,26.17
.h SAFETY GLAZING REQUIREMENTS PER THE FBC.
_ THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY:
REQUIREMENTS SHALL BE REVIEWED ON A SITE CL H FN
SPECIFIC BASIS. SCALE: NTS
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.#: S W D029
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET:
FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24.
4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX
VALUES IN GLASS CHARTS,
OF 6
Siivet'L'ine
e.
brA7Hfe`f3€E'f
3
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NI 08902
PH:(800)23A-0RB
U m
Z m E
UNIT MAX. 0 a �
WIDTH 73.0" 5 . a _
D.L.O MAX. o o Z z
WIDTH 32.5" 4 �a a 000`'m
21.011 MAX.O.0(TYP.) 6.0"FROM a'3
B A CORNER(TYP.) In
� d
REMARKS BY DATE
8.0"MAX.(TYP.) 6TH FBC EDITION FM 10/17
4 UNITD.L.O.MAX. HXI. "O'1
MAX. X OI HEIGHT ti
y MIC
HEIGHT 56.12" nxoM"�A"Y°Vorp�crnc u°LA wxoma"SHDRASG°vE C
63.0" A moeiR"E REaumw0 --
rzoiT:i�"ax DnDRD".uO�rA�"¢su
4 6.0"FROM
CORNER(TYP.) ``ate
i
6.0"(TYP.) �-2.0"(TYP.) �* N .7 T
'o s
..O
ELEVATION ANCHOR LAYOUT ,
THROUGH FRAME
IlMtDA PL Ho 73776
BURIMO DROPS DIC
390 E.DAMS BEACH BWD./S!B
DANIA BEACH.R S30D�
HWE CERT.or AUTHOR17AlKIN N 29578
Y FL#:
FL14994
p DATE: 09.26.17
e
x DWG.BY: CHK.BY:
s
HF
CL
SCALE: NTS
DWG.a: SW D029
SHEET:
OF 6
Silver Line
bynndU
Y
31c:
ONESILVER[ W ED08
NORTH BPUNSWIC%, 08902
��III PH:(800)23E-0338
U m
Z m E
:yy
p 2tlm�$
3
0�Eg
3 ":M
6 �o zi-d
4 0 0 w2 s 6=
4 m
y V DO n
6 / 25 '� � m -
o
2 �' a
2 W
F
\ / F
F REMARKS BY DATE
SEE GLAZING = 6TH FBC EDITION FM 10/17
DETAIL SHEET 1 SEE GLAZING
O = DETAILSHEET1 o
INTERIOR EXTERIOR o Q�Q INTERIOR EXTERIOR o a
LLX rHcixnawnon onaiu oeswernnEnuxawE envuue
<� axD xurxmwEnscTAaua EmxonmxsrawasvrnFc
2 sDE�snernxo9wxsuus msrauanaxromvun;
rwom ra wcnuiwDnDm oLTauso xmux.A uaxs.n
D+GixE[A oxawcx�rtcrsnaurwD•anasnTsvcaHc
ooD�m Dns row uss vnrx rx9 ooaiti,Dir.
•`,; ,1111111!!!!
E 4
4 6 ' v\ E..S
N .7 7
5 0 0 25 5 ,k
SA OF
4 3 3 -.o
k 26 26 '�asl aa�?d c
FIDPoDA P.E No 73779
BU8DP10 DROPS.INC
]9B E DA U."'BLVD.1 338
' DANIA SEKH.FL 330D{
PBPE MT.OT AUTHORQAM Nu 29578
2
A
31 FL#:
FL14994
k' DATE: 09.26.17
DWG.BY: CHK.BY:
CL HFN
{, A VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
3 3 - DWG.It: SWD029
SHEET:
nVll OF 6
2Silverr Line
z:
F
yAnORW
Fri
3
ONE S6ERUNE ON
NORTH BRUNSWICK,W 08902
PH:(800)230-0228
U m
Z� E
8
o �
o 0� q$a
INTERIORh" --3 G tx (D
�o a Z�<v
=3 z o o R
3 27 4 13 22 2 SEE GLAZING 4 2 22 21 20 2 13 4 3 T^? o m m
3
DEIAILSHEET1 = o
a <
/ REMARKS BY DATE
SEE GLAZING 6TH fBC EDITION FM 10",
p DETAIL SHEET 1
z
Q O 't' TRE EmAUAroxoERuuoEwuazoNrnEW AREGExERiO
a 25 O O AWE=or RErucrnnuaEmxomrnuwansPEaac
slm.vsREEonomoxswsc OMxsrn..KA oERvn.
O O EATNEAEnu1REN+furs onAiun xEPnx,AuaPum
ENGmEFR ORMCNrtECTGxALLPRE➢MESRESPFt1FlC
pOEU»ExE4 EOR USE WImnRS WdMiM.
O ``."'Jillf fit,
#8 PPH SMS 19 22 124 22 ��•�```` '''`�•�.�
D.L.O. D.LO. 31 \•E••S•• 'P i
v O S
- MAX.FRAME WIDTH • N .7 7
r EXTERIOR , S p OF •:.i
4t,
A HORIZONTAL SECTION
..O
���
HEIOE6IY YORE4a!d'E.
RORIOA P.D Nc.INC
BUODA DROPS.INC
398
E NIA B BEAOI BLW./J.TB
OANU 4 OE,EL 1000
EHPE MT.OF AUTNCId2Al10N Na 285711
3
FL#:
s FL14994
DATE: 09.26.17
s DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
f
DWG.#: SW D029
SHEET:
OF 6
MIN.EDGE DISTANCE NOTE. EXTERIOR MIN.EDGE DISTANCE 'SIIV@r Lih6
SILL AND JAMB HAVE INTERIOR byADdepsM
SIMILAR THROUGH FRAME SUBSTRATE
ANCHOR DETAILS 3/8"MAX. BY OTHERS
SUBSTRATE SHIM SPACE
BY OTHERS 1
MIN.EMB. .:H B: .....
ONESILVERUNE DRIVE
4//l
MIN.EMB. NORTH RUOO)23 m0890
PERIMETER SEALANT PH:(BDDI234-0228
BY OTHERS MIN.EMB. 3/8' MAX.
SHIM SPACE u
3/8 MAX. ^ s
SHIM SPACE a $ W vi
a SUBSTRATE BY OTHERS--Z w W D u e
wo3:mea
O O INTERIOR 3 9 5 s^a
MIN.EDGE EXTERIOR' o0 Z=<
EXTERIOR INTERIOR DISTANCE w 3 W o W o' 3
A ANCHOR DETAILg ANCHOR DETAIL C ANCHOR DETAIL m z g m m
S THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LACK u w
J Q 1 <s
F d
EXTERIOR INTERIOR P:
MIN.EDGE DISTANCE NOTE: —..I MIN.EDGE DISTANCE REMARKS 1BYFDATESILLAND JAMB HAVESIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION
ANCHOR DETAILS BY OTHERS
SUBSTRATE
BY OTHERS
4 MIN.EMB. MIN.EMB.
v THE R+srAwnou oErniEs oEseni9m
INSTALLATION NOTES: xEae......IC
� Auo sur xol aEslEaAnunLcaxomDNs rDaAssEaArc
SIIEIfSRED7NORiOxSGlUSE VISTAl1AT1OxlO0EVWlE
aONTHE EEGWaFNENiS GETutFD HEPflx,A1RD6EG
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) 3/8 MAX. EExGiNEDI Oa AxE>1rtER 'pLLVME511E5>EOT¢
INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. 3/ O SHIM SPACE oocuuEurs Rmu 7Ra ooa�MDn.
: 8"MAX. ``,`Llllllllf!/Z�',
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF SHIM SPACE `�. O _ /gip
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. ��� �i
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH THE a EXTERIOR 00 INTERIOR ti \ S••
�+ DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(LE.,WITHOUT N :7 7-
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR - .
INSTALLATION ANCHOR TO THE NEXT. S-A OF .�
s 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). D ANCHOR DETAIL E ANCHOR DETAIL 10,�.
Y MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 5 THROUGH FRAME(HEAD) 5 WINDOW LOCK
1 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY SNAP ON FLANGE SNAP ON FLANGE
PLASTIC OR BETTER. HHYOR�A)a.E.
5. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL) METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT B�UBDINB
G DROPS.NC
LVD. 3]8
/
AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE WOOD:MIN.SG=OSS 010 WOOD SCREW 1.S 398 E DANIA BEACH B0.75• DANIA BEAOL FL SSWi
STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON METAL'18GAUGE, #147EK SCREW 3 THREADS MIN PENETRATION °.�. Fl,PE CDR.OT AUTHORIZATION Ns 29378
s SHEETIFORMOREINFORMATION. THROUGH FRAME MWFy43K51 BEYOND METAL FL#:
CONCRETE 1yy
4.TTAPDDN 135" 2S
FL14994
ftNCRE SI
s 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY:cMU per ,/4'I7IN TAPCON 1.75' 25'
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. TM C90 pG=2000PS
WOOD:MIN.SG a 0.55 010 WOOD SCREW 15, 0.75• DATE: 09.26.17
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFMETAL'18 GAUGE, 3 THREADS MIN PENETRATION DWG.BY: CHK.BY:
CORROSION RESISTANT MATERIALORHAVE ACORROSION RESISTANT COATING.
7 MIN.Fy�.TKs, at4TExscREw BEYOND METAL °'75 CL HFN
.. STRAPANCHOR CONCRETE:
pe=3000PS1 lWrrWTAPCON 1.75• 25•
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION SCALE: NTS
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF5 M cso pc=Z 0 PS 1/4•TW TAPCON 1.75• 25'
i BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. wooD:MIN.SG=0.55 010 WOOD SCREW ,s 0.75• DWG.9: SW D029
e METAL•18 GAUGE, 3 THREADS MIN PENETRATION SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR a14 TEKscREw D.7s•
MIN.Py--MKSI BEYOND METAL
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED WINDOW LOCK CONCRETE
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY fc=3DDOPSI I 114•TIW TAPCON 1 1.75• 2.5'
THE ANCHOR MANUFACTURER. MASONRY'.%Upor 1/a•rrw TAPcoN t.7s zs OF 6
TM C90 pO=2000P5
BILL OF MATERIALS SINer:Lihe
BrMdersEd
NO. PARTNUMBER DESCRIPTION MATERIAL O STRAP ANCHOR O GLAZING BEAD O FRAME -
P'. 1 #8795 STRAP ANCHOR STEEL
2 #9517 GLAZINGBEAD PVC 3,750"
3 #8701 MAINFRAME PVC 1,594" ONE SRVERUNE DRIVE
NORTH BRUNSWICK,N108902
4 - WEATHERSTRIP-FIN PILE VINYL .075° PH:(800)2344228
5 #8722 SILLINSERT PVC0.075" 0.363"
6 #8704 SASH RAIL PVC 0.04' O� 2.25" U
E
T
0.64"
13 #8706 PULLSTILE PVC
0.623" ta a >3
]9 #8707 EKTERIOR MEETING STILE 6063-T6 4,$13" 10 Q n-
a
3 „a
20 - SASH KEEPE0.LOO( STEEL 0 O ✓JY 3-0 ?
21 #8708 INTERIOR MEETING STILE wt O SILL INSERT O SASH RAIL 13 PULL STILE w a m o oa m
Ra 3
u 98766 SASH REINFORCEMENT 606346
Z3 #8516 EXTERIOR MEETING STILE REINFORCEMENT STEEL ? w
1.562” O a W
24 #8761 INTERIOR MEETING STILE REINFORCEMENT STEEL 0.065" 0'07" w (�
25 - WINDOW LOCK PLASTIC Q o O d
0.625" 1.562"
26 - WEEP HOLE - I 1.001 1.435"0.07 1.19" REMARKS BY DATE
27 - TRACK REINFORCEMENT 6063-T6 1.54"F� 6TH FBC EDITION FM 10/17
1.435" 1.00"
30 #8723 SILLCOVER PVC
g 31 #8559 SNAP-ON FLANGE PVC
19 EXT.MEETING STILE 21 INTERIOR MEETING STILE 22 SASH REINFORCEMENT
THERETALLAIrox OETMLSOFSM114F0 NFRENIARFGENERC
AND MAY HOT REi1ECT ACf W L C01'IDITIOxS FOR A flEOFlC
SOF.IF9RLONDOIONSNUSERETARF KAOOEVWIE
�[ 1.562" EROMTNEREQOIR[Y4ENI5OETAKED NERPKAIICET15E0
L
N�Io�N«�``MO,RF,xA`rs1wHTx4 uYIE�IYLLVTtN.flr.GOrD�o�a5'lME�
E5rN'riO
E
L
16
1fi
" 1.251"
0.071.435" "
0.
0.819"-F4
1.00" N :7 7.
L '13 S A OF
25 WINDOW LOCK 23 EXT.MEETING STILE REIN. 24 INT.MEETING STILE REIN. 27 TRACK REINFORCEMENT Oc p jpP
0.33411 J N FI DM+6 721 .c.
0.125N�� I FLomBA P.E.No 73 C
elmmHc DRws,ac
398E DANIA BEACH�S'6/3,78
i O O
0.074"—[ ' D.300" FBPE CERT.OF AMOOPoZATM NnNn 49878
2.658 0.875" 1.435" FL#:
0.$25" O.1S6" 4 ' 1.492" FL14994
a 0.968 DATE: 09.26.17
s 3.750" DWG.BY: HFN CHK
30 SILL COVER 31 SNAP-ON FLANGE .B
1.545" 40.275"
.060SCALE: NTS
1.435" DWG.a: SWD029
C7 O1.125" SHEET:
0
OF 6
10/2/2019 Florida Building Code Online
BCIS Home Log In ; User Registration ! Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map i links i Search
Roiida
W01 Product Approval
USER:Public User
Product Approval Menu>'Product or ApplicationSearch>Application'Ust>Application Detail
FL# FL14911-Rll
Application Type Revision
Code Version 2017
• Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
is y Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
A
jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@slbp.com
-A Quality Assurance Representative
Address/Phone/Email
A
J,
Category, Windows
Subcategory Single Hung
q
4 Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E.
Evaluation Report
-73778
Florida License PE
Quality Assurance Entity
Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
p
Certificate of Independence FL14911 R11 COI COI Silverline SS 2017-06-14._d
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
AAMA/WDMA/CSA/101/l.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://www.floridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDquZRj59`/*2fDrx2lbtdSCx8gXOAG`/*2bvoMHV6Fk8dHGU*/*2f4khcg`/*3d*/`3d 1/3
i 10/2/2019 Florida Building Code Online
( '' Equivalence of Product Standards
f.
Certified By
x
Sections from the Code
E
j
r ; Product Approval Method Method 1 Option D
Date Submitted 08/17/2018
[. Date Validated 10/14/2018
Date Pending FBC Approval 10/08/2018
3 Date Approved 10/18/2018
'; Summary of Products _
FL# ;Model,"Number or Name +Description
! j r14911.1 VI Series/50 Series(2000) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14431 R11, II SWdU0 7 SS 20•k&=10f11.p�if
I Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
11 Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R11 AF PER5140 SS 2017-10-20.p�
I Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
} .I requirements and limits of use.
14911:2 V1 Series/50 Series(2111) Single-Hung Window
{ I Limits of Use Installation Instructions
df
# }.Approved for use in HVHZ: No FL14911 R11 II SWD018 SS 2018 10-11 p
i Approved.for use outside HVHZ:Yes Verified.By: Hermes F. Norero,P.E.Florida P.E.73778
[:Impact Resistant:No Created by Independent_Third.Party:Yes
- 1 Design Pressure:N/A' Evaluation Reports
Other:See Installation Instructions and Product Evaluation fFL14911 Ril AE PER5i41 55 2017-I0-20.pdf
Report for allowable design pressures,sizes,installation I Created by Independent Third.Party:Yes
requirements and limits of use.
14911.3 VI Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14911 Rll II SWD019 SS 2018-10-1l.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778
Impact Resistant: No Created by Independent Third Party:Yes
} Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FE149E:1:`R 1 AE PER5142 SS2Q1:7-1h1'-2a:ndt
Report for-allowable design pressures,sizes,installation ``� Created•by Independent•Third Party:Yes -
.: requirements and limits of use. I.
14911.4 V1.Series/70 Series(2127) Single-Hung Window
i r Limits'of UseInstallation.Instructions
e j-Approved for use in'HVHZ:Yes FL149b: Rli- II 90Mg49,S5 2018 10>ll¢df
i Approved for use outside HVHZ:Yes Verified By:Herme's F. Norero,RE Florida RE.73778
t i Impact Resistant: No Created by Independent Third Party:Yes
F
Design Pressure:N/A Evaluation Reports
Otheri See Installation Instructions and Product Evaluation FL14911'0,11 AE PER5485 SS 2018-02-14:pdf
Report for allowable_design pressures,sizes,installation Created by Independent Third Party:Yes
.requirements and limits,of use,
9 ;14911.5 Vl Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R11 II SWD050 SS 2018-10-11.pdf
sApproved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
( ? Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R11 AE PER-5486 SS 2018-04-19.p f
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
,`•; requirements and limits of use.
I4911.6 : V_1 Series/70 Series(2907/4907) Single-Hung Window
`
Limits of Use I Installation Instructions 1
t ,
Approved for use in HVHZ: No FL14911 R11 II SWD053 SS 2018-10r-Il.pd .-
"� Approved-for use outside HVHZ:Yes Verified,By: Hermes F Norero,P.E.Florida RE:73178. j
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6Fk8dHGU%2f4khcg%3d%3d 2/3
i
10/2/2019 Florida Building Code Online
[ Im act:Resistant:No_. 1.
Created_by Independent Third Party:Yes
Design Pressure:.N/A, fEvaluation Reports
Other:See Installation Instructions and Product Evaluation 1 FL14911 R11 AE PER5884 SS 2018-08-i7.Ddf
Report for allowable design ressures sizes,installation Created by Independent Third Party:Yes
,
requirements and lim9 Pits-of use.
R ;
'-€ Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
f -
j The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
" Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
1 = mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
I ) Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
-' Product Approval Accepts:
i
cCRct
1
+ Credit Card.
E Safe
r
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquZRj59%2fDrx21btdSCxBgXOAG%2bvoMHV6Fk8dHGU%2f4khcg%3d%3d 3/3
SiWr Line
SILVER LINE, BUILDING PRODUCTS CORP. A"`' '.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORUTINF ORIILINSWCK NRW 9'E
PH:800 214-0228
(IMPACT RATED)(HVHZ) w u
n z R E
zN 8
H V �N Cl om
Ec 3 0 0 w 4;
No°Iz c'smasa
oz 5� zss6
aw o00
GENERAL NOTES: c7 z J"' 3
cc.z �m
w y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS �' m 2 DO
DESIGN MISSILE •"E
MANUFACTUREDDING COOMPLY WITH THE CURRENT EDITION CONFIG. w
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION a
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
. TAS 201-94 52" 73" O/X +SS/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL F
. TAS 202-94 ~ a
2 - ELEVATION&ANCHOR LAYOUTS
TAS 203-94 REMARKS BY DATE
. ASTM E330-02 3 - VERTICAL SECTIONS
. ASTM E1886-05
. ASTM E1996-06/09/12 4 HORIZONTAL SECTIONS
. AAMA/WDMA/CSA 101/1.S.2/A440-08 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
5 REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING *xEiRnAwiroHDE*Aia DEscwazD xrnuunxEGE"Emc
ANDMAYNDf PEgECTACNMC0N.ON PoNASP[iglC
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF SHE6ECO1DDiDH9C4U5EIN5FADAPONIDDEvwlE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
GMEW Ofl AEO�DECf ESDESFEaHC
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
oEuuEN,swn usEw"x1Hrs Daa,uDn.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFgg
. Renally 51DTlt� 1d 5 dd9.y��re.,P.E
INSTALLATION
ti 43/64"O.A.I.G.LAMINATED GLASS 1 tYoT
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Dal; B .38. I
CONSISTING OF:
ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE 1/8"ANNEALED GLASS �� - E
S STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE 7/32"STEEL SPACER
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS N '7 ]-
RECORD FOR THE PROTECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY - *'
EASTMAN CHEMICAL COMPANY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASSGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
CT/'
ASPECIFICSTE.IF SITE OND ONS CAUSE INSTALLATION /� jO�(<� O .idP
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, S G
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR tHAtl B4�II9�a.[
3778
NON-HVHZAREAS.IN HVHZ AREAS,ONE TIME PRODUCT FL= P.E N..WC
B=M DROPS.DIC
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I I 398E DMA BEACH BLW.�339
DANIA BEACH,FL
j AHJ. ` FEPE CER.OF AUIHORQATON N."M
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER FL#:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS F L 14911
RESISTANCE. 1/8"OR 3/32" BITE 7/16"
M 6. WINDOW FRAME MATERIAL:PVC SETTING BLOCK 01.23.18
DOW 995 SEALANT DATE:
DWG.BY: CHK.BY: _
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD H R H F N
K COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL I
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
fill OF 5
Silver Line
brAndFf-0i
e
ONE SILVERUNE DRM
NORTH BRUNSMCK,W 08902
PH:800 2834228
U m
MAX.O.A FRAME t)n o "' E
WIDTH 52" a ��T^12
MAX.D.L.O. = p a g=
xm�a
WIDTH 47.69" 6"MAX 6.25"MAX. rL H o z L7 a m
3"MAX. oz a Zzg=
A B FROMO.C. FROM I� I O o c 6 m
3 3 CORNERS r CORNERS x z o j 3
w] H m
NOTE: j W o
FASTENERS ABOVE oc
THE MEETING RAIL IN u; d Q
ALLFA
TT
THE INTERIORJAMB F
MAX.D.L.O. "O.. 6"MAX. •'O" TRACK MUST BE FLAT HEAD ^p'•
HEIGHT33.50" C O.C. REMARKS BY DATE
4
12.50"MAX.
MAX.OA FRAME O.C.
HEIGHT 73"
TNEINSiADAE¢Ix OETNLSDESOGBEO xFAFW AHF GENDV<
y D � irtE.icmE�mvD�moxs uuscLroDa�iAUA�noxmomEPwie
`f Q �FNGNEMOL9wN<xOER5xALLYRE➢A1ESDE11—C
_. L.O.
MAX.D. ^X• 6.25"MAX. °X" DDcuN+Exrs rox uzEvmmiNisDocuMun.
f' '7("HEIGHT 33.50
,. " 3"�•
FROM FROM
3 CORNERS CORNERS ,�� 1G .O
�
�* N 7 7 *.
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s A of �>L
' �.�T O IDP
5 SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW O
L1
H t ION��.IaM
FLORIDA PL No 7]778
BUODDIO DROPS.W
- 390 E.D"A B ON KM 0 330
DANIA AUTH FL N
_ rDPE cm7.DP AvnlaraunON aN N>2957e
FL tt:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.n: SW D050
SHEET:
D 2
LS OF 5
cr
Silver Line
bYAndF.
�rs�n
e:
ONESILVERUNE DRIVE
0000 NORTH BRUNSV✓IC7(,W 08902
RHS 800 2364228
U
? E
1 1
Z N� 8
o
SEE GLAZING SEE GLAZING o z Z g g
DETAIL,SHEET 1 DETAIL,SHEET 1
R �m
z
0 o N� � Y m
J 2 D7
2
H 2
H 6
REMARKS BY DATE
� x
w
EXTERIOR INTERIOR g EXTERIOR INTERIOR
Dac s >•ucnurvunauotT�uDrwueEouM FOR cE C
rum Bc�sscrncwn�muwnoRs wxAsxafic
X Q irtv.iFsrtemuomouswaEmsruunauA—.
G ornixe Oft AR niwuoEmnmuea—P-C
g � `i++a�ErAnsR oe u`s¢wmi xcvnu�sr�canc
L�\IlUiltlll
0'. `tom
41
"s q o •�� E O
}
0 - N .7 7
0
SEE GLAZING SEE GLAZING S S A .OF `
DETAIL,SHEET 1 DETAIL,SHEET 1 O�'ioP
3778
O O &LADING DROPS.DIC
DICe
338E DMA BEACH BLVD./33B
I DAHIA BEACH,FL 33004
FBI.F .W AU7HOR1 An N 29578
i' FL#:
4 FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
a SCALE: NTS
x. A VERTICAL SECTION VERTICAL SECTION DwG.#: $WD050
3 NAIL FIN3 THRU FRAME SHEET:
OF 5
ver Lind
x SI{ MAnders@fi
r >
ONE SILVERUNE DRNE
NORTH BRUNSWICK,W 08902
PH:800 234-088
CJ„
a
SECTION FOR INTERIOR SECTION FOR z N Z E
BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE In N o
BALANCERS \ DETAILSHEET1 DETAIL SHEET BALANCERS W"' 0 a
/ 15 gym" so
� _ Wo �s�sma
N j = }m M
2 m
EXTERIOR w 6 <G
IE D.L.O.
REMARKS BY DATE
MAX.FRAME WIDTH
HORIZONTAL SECTION
4 UPPERSASH
EIN—MND-- 01ERE1NAucwcR1C
ANONAINDT0.FF1£RA[N WNDDIONSWRA49-
rtE.65OE CDxODI0N5 G4USE NSTA W TON TO DEV WTE
FROM THEREt1Ul0.FM ExR DRARID IOFEi x.A UCJLSFD
ENGIxFFAORARODRCTEINLLRRE1ME5rtf SYE]FIC
SEE GLAZING SEE GLAZING oocuxExTSFonusswDNTNBooauwr.
s (DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
♦�
S A OF tY
., EXTERIOR
n
D.L.O. HEWEEIrt pmRE>�?d.E
RONIDA P.E ND 73778
BUO N DROPS.NC
398 E.0A BEACH&M/SJB
MAX.FRAME WIDTH DA BFACN,R SSm4
FBPE fJItT.OF
Qi AUTNOIDIAliON Na 285]8
FL#:
p HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01„23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
u
1/4"MAX. ..
MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SPACE ~ SUBSTRATE SUBSTRATE Silver Eine,
EDGE DISTANCE BY OTHERS BY OTHERS
INTERIOR BY OTHERS '-MAnders'eri
SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE `-
EMBEDMENTONE SILVERUNE DRIVE
SCREW IN THE EXTERIOR o z NORTH BRUNSWICK,W 08902
w Q
CHANNEL z N PH:180011
PERIMETER SEALANT O -� 1/4"MAX o O°� w z u
BY OTHERS SHIM SPACE PERIMETER SEALANT _.O Z a E
BY OTHERS 1/4"MAX. z N G 7 vi s
SHIM SPACE w w a o m o
EXTERIOR MIN. EXTERIOR INTERIOR W J o O �m S
EXTERIOR INTERIOR EMBEDMENT 3 z r p m
A VERTICAL SECTION �o ¢ZZ �mmPma
HORIZONTAL SECTION C HORIZONTAL SECTION g s
THROUGH FRAME HEAD ` NAIL FIN(HEAD) w 0 <¢o
6 (HEAD) 6 THROUGH FRAME(JAMB) {� Z 1 p
N� pzw >m
2 N—y m
1/4"MAX. j Dc o a
SUBSTRAT SPACE REINFORCEMENT DETAILS a
BY OTHERS 0.34" r
INTERIOR 0.83" 0.87" L
1— —) 1=1 �— 0.13" REMARKS BY DATE
0.77"
`! w o EXTERIOR INTERIOR 0.9" 0.46"
5 �
0.06" 0.87"
0.45"
EXTERIOR 1 O LOCK ARAIL LUMINUM
P O ALUM ALOCK UMINUM
RAIL O ALUMINUMOM RAIL&SASH �F
NSinWTpN OEfNLS DFSC0.iRED HEREIN ARF GExERIC
ALUMINUM nxD xur NDr RE7vcrAnuumNDmoxs EDaAmEa=c
FROM
1.RFREG7xDDIONS THE FIIIaRDnENR D FEAREDHf➢BN,UUSE�N}TnWTID. DEVWTE
RA R@RD
# MIN.EDGE wGm¢aoaARmDEcrsxnuPamaRESRFs"EaHc
DocuEnExTs wR uscwm�Txa oocuRREER.
DISTANCE
rb HORIZONTAL SECTION VERTICAL SECTION "tl�ll,
6 NAIL FIN(JAMB) 6 MEETING STILE `` O ',moi
INSTALLATION NOTES: ANCHOR SCHEDULE =* .' N .7 7 O
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE ,S.A OF i'(r
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
WOOD:MIN.SG=OS #8 WOOD SCREW S PAN HEAD iS o.7S O P..�•� ((7�
MAXIMUM SIZE LISTED.
fi
NAILING FIN 3THREADS MW '.��S ,• CJ` ��
t 3. UETA LS INDIVIDUAL
NE IVND�U IAOUT CONSIDERATION OF TOLEAAWITHIN
NCES).OLERAN NCEOSARE OTINCH
CUMULATIVE FROM ONEN NSTALIATION ANCHOR TO THE NEXT. MEP&SPACING IN THE ANCHOR LAYOUTN.Fy=33Ks8GA GE 51eeL #B TEK SCREW PENETRMETALBEYOND 0.50• {2�'S0 LAN``%�`
xEd 3 V1 BYtQA.1a.c.
910 PAN HEAD IN FLOIDDA P.E.No 737711
_ 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 t.5• 0.75' }gB E DAMN eEABLW/3}B
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEAON.FL}}DDS
WOOD:MIN.SG 055 EBPE CERT.OF AVIMOEd2AT10N Nw 19578
010 RAT HEAD IN THE
5. FOR MASONRY OR CONCRETE OPENINGS,SX WOOD BUCK MAY BE USED(OPTIONALAS LONG ASTHE MINIMUM EMBEDMENTAND EDGE _ INTERIOR CHANNEL Ls o.75• FL 9:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L14911
;i INFORMATION. #m PAN HEAD IN 3THREADS MW
�._
EXTERIOR CHANNEL6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL.1B GAUGE Steel,
PENETRATION
ONO oso•
EYDATE: 01.23.18
SIDING. THROUGH FRAME MIN.Fy m 33KSI
3 THREADS MIN
010 FLAT HERIOREAD IN HE PENETRATION BEYOND 0.501 °WGHR CHKHFN
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
f
COATING. NTS
E CONCRETE:Pc=3000PS1 �t FLAT HEAD ON 725' 1.75' SCALE:
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 p.,ASTM 3/1S'RW TAPCON 1.25 t7s• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS CBO 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