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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL14994-R4
- Application Type Revision v°
Code Version 2017
Application Status Approved °•�..
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature ]on Berrian
jonberrian@slbp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E—) Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
4 Validation Checklist-Hardcopy Received
Certificate of Independence FL14994 R4 COI COI Silverline SS 2017-06-14.ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005'
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 8/11/2019
Florida Building Code Online Page 2,of 2
Product Approval Method Method 1 Option D
Date Submitted 08/17/2018
Date Validated 10/14/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/18/2018
Summary of Products
FL V Model,Number or Name Description
14994.1 VI Series/70 Series(2800) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R4 II SWD027 SS 2018_10-1_.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 FL14994 R4 AE PER5144 SS 2018-02-08.Ddf
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14994.2 V3 Series/70 Series(8700) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R4 II SWD028 SS 2018-10-11.1)dP
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 FL14994 R4 AE PER 45 88 SS 2018-02�p f
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 I1 5WD029 SS 2018-10-1t_r)f
Approved 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 FL14994 'R4 AE PER5146 SS 2018-04-19.udf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14994.4 V3 Series/70 Series(8800) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R4 II SWD030 SS 2018-10-11,Ddf
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 FL14994 R4 AE PER5147 SS 2018-02-08.Ddf
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
Back Wax,
I
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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
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),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:
M an M rCfxk E
Credit Card
Safe !I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 8/11/2019
® pp 398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
L j Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 TEL
„F Certificate of Authorization:29578 954.744.4738 FAX
www.bui ldingdrops.com
June 14, 2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Dear Sir(Madam),
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
SES F.
� 0,�• Digitally signed by Hermes F.Norero,P.E.Reason: I am aproving I�
'*%"lp e/ONAL�-\```` Date:2017.06.1p4 21:49:30�04'OOument
Hermes F. ��}lWo",P E
Florida Registered Professional Engineer#73778
Page 1 of 1
SILVER LINE WINDOWS AND DOORS siive�dire
_
V3 SERIES/70 SERIES till
ONE SILVERUNE DRIVE
GLIDING � I NDO WS (8700) NDRTPH:N:RUNS1800)W236-02NJ
2IOC,228 08902
I,
— _ (1MPACT)(HVl�Z) J
z� o
h3 �oslI9
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
DESIGN PRESSURE TABLE TABLE OF CONTENTS E5^ 4
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTION �Z z CO
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS j'p m
( ) SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 1 - GENERAL NOTES&GLAZING DETAILS w
BEEN EVALUATEDACCORDINGTi.THE FOLLOWING: W < /
• AAMA/WDMA/CSA 101/1.5.2/A44411 " 2 - ELEVATIONS&ANCHOR LAYOUTS
73.0"X 63.0XO +5050 J w c\
• ASTM E2886-US /- PSF LARGE MISSILE F. L9
• ASTM E1996-12 3 - VERTICAL SECTIONS a
• TAS 2094
TAS 202.2.94 4 - HORIZONTAL SECTIONS REMARKS BY DATE
•
• 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
rs AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE .'"i.n"uixm1ORr"r�icML uumnm°n°ErMis1"roa:seiov c
sRc o srz mn°mons uuu vurw.nox ro oEvarz
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3/4'O.A.I.G Now MRMUlREwDNmx,AUCIsD
INSTALLATION. .,..RMMRC
fXALLPRFPMESnE3REaElC
CONSISTING OF: °oR°zE"'""TM's ooNrnExc
3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS igitally sign qVI lthhebf/torero,P.E.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE AIRSPACE eason:``arA Ii
day'Ent
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1/8"ANNEALED GLASS ate:`�418. :4: (Of'0
RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD 0.09"PVB INTERLAYER ��� • ���
FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS E
•�-� `S,• �O s
N 77
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SETTING BLOCK ,
AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC
QF
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE S A
/ SPACER MATERIAL:BUTYL-REINFORCED STEEL
FROM THE REQUIREMENTS DETAILED HEREIN,ALICENSED /
SILICONE
••� �
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O IOP:
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ EXTERIOR INTERIOR
AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ. REQ!kl Y4REJtd)a.c
RLldOA P.E.No 7S 3
5.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 1/2"MIN.GLASS sce c o�ANu DRO"'IN �e
ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SITE GLAZING DETAIL Pax CFRTMA BNMEKORIUTI�29e7e
6.WINDOW FRAME MATERIAL:PVC FL N:
GLAZING NOTES: F L14994
7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH
CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE
SAFETY GLAZING REQUIREMENTS PER THEDATE:FBC. 09.26.17
THICKNESS,TEMPER,AND SAFETY GLAZING DWG.�^BY: CHK.BY:
REQUIREMENTS SHALL BE REVIEWED ON A SITE CL HFN
SPECIFIC BASIS. SCALE: NTS
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.N: SWD029
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET:
FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24.
4. D.LO.AND DESIGN PRESSURES MAY NOT EXCEEOMAX
VALUES IN GLA55 CHARTS.
— - - OF- 6 - -
Silver Line
'c (nAncWrkfi
ONE SILVERUNE DRIVE
NORTH BRUNSWICII,NE 089D2
PH:(800)2364229
U
Z�
UNIT MAX. o o
WIDTH 73.0" Lu CO g--o' $"
D.L.O MAX. o o ? A
WIDTH 32.5" E w? �¢ Ja
21.0"MAX.O.0(TYP.) 6.0"FROM 3 5
B A CORNER(TYP.) w z c
3 3mmm
>o a o
w
� a a
H �
F- a
REMARKS BY DATE
8.0"MAX.(TYP.) 6TH FBC EDITION FM 10/17
UNIT rL
MAX. X O„ D.L.O.MAX. XI
N N011
HEIGHT
HEIGHT nEiNnAwno"9 A sD swsED HEREw AREG NENc
63.0" A 56.12" srtii2in"Econ9moxswnEiNSTADAnoNroOEME
crAcruumx9m9Ns waesvEDec
,t Q EENGIHFER OR IPCHIIER31WLiNEFMEE11E3PEDDC
6.0"FROM DR"sEwi*"ixizmNMDE.
CORNER(TYP.) E��u n 22rrrr�i
6.0" TY .
N 7
7
= o SA OF c �
ELEVATION ���
ANCHORLAYOUT o ioP:G�,`�:
THROUGH FRAME 'SNDMEFiYOa a
n DA PZ No 7177E
6U97NNc DROPS 910
S98 E DANIA BEACH BLVD.f DOE
DANIA BEACH.R 1SOOE
IWE CERT.OF AUTHORRAlIEN1 Na 29578
F
FL N:
FL14994
DATE: 09.26.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
DWG.0: SWD029
SHEET:
- - OF
Silver Line
biAriMr—k`n
31
ONEICK ORNE
N00.TH BRUNSWICK,N10B902
Ir�III ��III PH:IBM)2344228
E
Z
Wh O 03z a
4 0 0 6 hz 5 ood
J W o
4 N2 W 5m 3
6 25 >a >
2 2 w
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REMARKS BY DATE
SEE GLAZING =
DETAIL SHEET 1 T SEE GLAZING LLQ-, 6TH FBC EDITION FM 10/17
d = DETAIL SHEET I O w
EXTERIOR -) EXTERIOR-i
INTERIOR INTERIOR
EINOTALLATONORAROOEODUOED NERBNAREGFNERIC
AND IMTNOTREitERARUALfaNDN1ONOTORAOREOHC
SRO Ii OBEWNDD1ONSdIREIN HEFONTDDEVIATE
2 ROMTNE ORAREMENR MUMEF— A MFSED
PFCF1C
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THIO DDNMFNf.
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5 5 = �r
SA OF
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26 26
MORIDA P.E.N.7377e
MU a 00.DPE.MC
398 E.DANIA BFAO1 BLW./1Y
DANIA BEA..,3]004
EBF£CERT.OF AUTHIX TON Ns 29e7e
31 FL#:
FL14994
DATE; 09.26.17
DWG.BY: CHK.BY:
CL HFN
VERTICAL SECTION rB VERTICAL SECTION SCALE: NTS
3 3 DWG.#; SWD029
SHEET:
Silver Line
,AndeFse`n
E3
ONE SILVERUNE ORIVE
NORTH BRUNSWICK,M 08902
PH:(800)2344228
V m
?m E
W 10 O p cc
mea!m
INTERIOR H 3 G 0 g a N
000 Z gQ {
WZ F D o a m
3 27 4 13 22 2 SEE GLAZING 4 2 22 21 20 2 13 4 3 En i O 'ED m 3
DETAIL SHEET 1 >o x° m
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/ REMARKS BY DATE
SEE GLAZING 6TH FBC EDITION FM 10/17
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t O O ct M—NETA.ATONOETARSDESWBEDHERE—GENERIC
YLN N
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EREIi EREKONDIDOXS fAVSE1NETI�WTO.EDOEVV�TE
iROM EHE REOVIREMENEE OETMEO XERVN,ALKEHSED
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TXtEDONMFM.
s
D.L.o. #8 PPH SMS 19 zz z4 D.L.O. zz .`% O
31 �p's
MAX.FRAME WIDTH N 7 7
EXTERIOR S A OF �=
HORIZONTAL SECTION %�°�� O 1O �'.`'
i H rr oort
fLOADA PE No.7=8 rsne
BUBDA [MBEAOI OPS:
008 E.O ELI
w./33B
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PAPE mtr.OF AUExoRlzAnON ax Na nsre
FL U:
FL14994
DATE: 09,26.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
DWG.a: SWD029
SHEET:
MIN.EDGE DISTANCE NOTE: EXTERIOR
SILLAND IAMB HAVE INTERIOR MIN.EDGE DISTANCE Silver Line
SIMILAR THROUGH FRAME SUBSTRATE urAnlrxn
SUBSTRATE ANCHOR DETAILS 3/3N MAX BY OTHERS
BY OTHERS D SHIM SPACE
2
MIN.EMB.
ONE VINERUNE DRNE
MIN.EMB. NoarN eauxswla,w oaBDz
PERIMETER SEALANT PH:(800)2344228
BY OTHERS MIN.EMB. 3/8'MAX.
3/8'MAX, SHIM SPACE u m
z
_ SHIM SPACE a o w
a - SUBSTRATE BY OTHERS o___.
00 0
cc
MIN.EDGE EXTERIOR 0 O INTERIOR 3 L a g '
EXTERIOR INTERIOR DISTANCE Z s
Wz a oho
ANCHOR DETAIL g ANCHOR DETAIL C ANCHOR DETAIL I In o m m m
5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LOCK u w
Z a
Wa
EXTERIOR INTERIOR I~-- w
MIN.EDGE DISTANCE NOTE: —�{ MIN.EDGE DISTANCE
SILL AND JAMB HAVE I REMARKS JBYJATESIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION /17
SUBSTRATE ANCHOR DETAILS BY OTHERS
i� BY OTHERS
MIN.EMB. MIN.EMB.
INSTALLATION NOTES: nlE uuuuAnox DET,uEsxswazD xEwx•REBENEwc
wrxor REESEa•c*uumxomoxs wa•vEDRc
Srtf.a41E mNDmONf GUSE D14TAWnON TO DflMTE
iROMn1E REDUINEMENR DET•IIFD HERELN,•NmIIED
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) 3/8MAX, ExaxEERDR ARamnsxAu vRFnAM41£sPEOim
INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. SHIM SPACE Ew<s EOR u:E Amt TnDoom
.g 3/8"MAX. O ooceM \,�L T I t 1 J J JJJ MENr.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF SHIM SPACE
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. a ``�� •� O /i��
`` E.. �''
3. INSTAILINDIVIDUALINSTALLATIONANCHORSWITHINATOLERANCEOFt1/21NCHTHE EXTERIOR 0 0 INTERIOR �� S•.� �Q
DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT 4 ? N 7 7
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR
INSTALLATION ANCHOR TO THE NEXT. S A OF441
=
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM( ANC
S). L1J \ HOR DETAIL rE ANCHOR DETAIL - 0 Qx
g MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 5' THROUGH FRAME(HEAD) 5 WINDOW LOCKINCH OR GREATER
PLASTIC OR BETTER.OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY SNAP ON FLANGE SNAP ON FLANGE
MIN.EUGE FLORIDA
Oit YOREJE=R1
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEOMFMprAj,IPM C DROP5.7MB
5.
FOR MASONRY Oft CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL)
AS LONG ASTHE MINIMUM EMBEDMENTAND EDGE DISTANCE REQUIREMENTSARE WOOD:MIN.SG a 0.55 ala WOODSCREW t.s 0.75' was MIA BEAM BLVD.If 339
STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON METAL'18 GAUGE, 3THREADS MIN PENETRATION FBPE MT.RAUBUTHHOOF07A FL Ift 28578
MIN.FY-33K51 014 TEK SCREW 0.75'
SHEET 1 FOR MORE INFORMATION. THRoucH FRAME BEYOND METAL FL il:
CONCRETE: 1P4•ITWTAPCON 1.75' 2.5• FL14994
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY:CMU p0r
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING.
STM C90 Pea 2000PS 174'ITW TAPCON 1.75' 2.5'
WOOD:MW.SG=0.55 010 WOOD SCREW 1.51 0.75• DATE: 09.26.17
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL'18 GAUGE, 3THREADS MIN PENETRATION
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. STRAP nrlcxoR MIN.Fr-33KSI aIa TEK SCREW BEYOND METAL 8.75• DwG.CeL cHXHFfV
CONCRETE 1/4'ITWTAPCON 1.75• 2.5'
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION P0-300DPSISCALE: NTS
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MASGNRY:DMD por 1I4'ITW TAPCON 1.75' 2.5'
STM C90 Pc a 2MCPS
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SH ELL OF BLOCK. DWG.#:wooO:MIN.scao.ss atowooO scREw 1.5* 0.75'
SWD029
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR METAL•18 GAUGE, 014TEKSCREW 3THREADS MIN PENETRATION o75• SHEET:
- MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHAH NOT BE USED WINDOW LOCK MIN.FY-33KSI BEYOND METAL
IN SUBSTRATES WfTH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY rcONc3oROD�Psi t7a•ITA TAF'CON 1.75• z.s•
THE ANCHOR MANUFACTURER. MASONRv:cnlu per 174•ITA rAPcoN t.7s• z.s•
OF_.6
BILL OF MATERIALS Silver Line
DrAnd r7 Efi
NO. PART NUMBER DESCRIPTION MATERIAL O STRAP ANCHOR O GLAZING BEAD O FRAME
1 #8795 STRAP ANCHOR STEEL
2 99517 GLAZING BEAD PVC 3.750^
3 98701 MAINFRAME PVC 1594" ONESILVERUNE DRIVE
NORTH BRUNSWICK,W 08902
4 - WEATHERSTRIP-FIN PILE VINYL .07511 PH;(80012344228
5 88722 SILL INSERT PVC 0.075" 0.363" Q 2.25"
LJ m
6 #8704 SASH RAIL PVC 0.04"
--13 #8706 - - -- PULL STILE PVC 0.6411 _ a C 3
19 98707 EXTERIOR MEETING STILE 6063-T6 4.813" 0.623" W ow -F_--O
ZO - SASH KEEPER LOCK STEEL tWiL 3, w0 a c A S
O Z¢s
21 98708 INTERIOR MEETING STILE PVC d
O SILL INSERT O SASH RAIL 13 PULL STILE w?
22 #8766 SASH REINFORCEMENT 6053-TG K 3 .63:„ 3
23 #8516 EXTERIOR MEETING STILE REINFORCEMENT STEEL M? w m n
1.562" W
24 08761 INTERIOR MEETING STILE REINFORCEMENT STEEL 0.065"
0.07^
25 - WINDOW LOCK PLASTIC H OV w \
0.625" J� a
26 - WEEP HOLE - 1.0011 J 1.562" 0.07n
�,---�J 1.435" 1.19" REMARKS BY DATE
27 - TRACKREINFORCEMEM 6063-T6 1.$4°
1.435" 6TH FBC EDITION FM 10/17
30
08723 SILL COVER PVC 1.00'1
31 #8559 SNAP-ON FLANGE PVC
19 EXT.MEETING STILE 21 INTERIOR MEETING STILE 2Z SASH REINFORCEMENT
THE INSTAVABON DETAILS DF]W BFD HFADN ARE GFNEAIC
ANK NOTREFIECTAWOLLDaNODiOC PoAASFEWNO
FW IF SBEDONIRW UU4FDI4TAL TOOENED
1.562" FNW CER DRARWID CT-1�N.NE9R 1-C
DOCUMENR EOR VSE WRHMLS OOW MFC.
L' �o 100.07^
" 0.10" 1.251.435^ 11, ``S`1\ILII IIF
/O
0.075
0.819" : :'�,� E••S�'• �O'��
1.00" N .7 7
SA OF ..�411 `
25 WINDOW LOCK 23 EXT.MEETING STILE REIN, 24 INT.MEETING STILE REIN. 27 TRACK REINFORCEMENTO�
0.1251111 0.334 HE701E5 PIl N* ?d.e
FL BUILDING
P.E O 7377E
O O
398 E ANA BEAM MW.#3]8
0.074" We
0.300"
DANA BEACH.11330°4
+ FBPE CERT.OF AUTdMZATION Nu 29575
it 2.688" '0.875" 1.435"
° 0.825" L 0.186" D6 1.492" FL a: FL14994
0.968" DATE: 09,26,17
3.750"
30 SILL COVER 31 SNAP-ON FLANGE Dwe al CHKFiFN
1.545" 0.060'' SCALE: NTS
1.435" o 0o O o0 1.375" Dwe.a: SWD029
1.125"
0.275"
SHEET:
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
}} Dania Beach, FL 33004
A Perfect Solution in Every Drop!
tia I 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product EvaWation Report
Of
Silver (Line Windows and Doors
V3/ Series/70 Series Gliding Windows (8700)
(impact) HVHZ
for
Florida Product Approval
FL# Fctu14994
Rqport No. . 5146
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Horizontal Slider
Product: V3 Series/70 Series Gliding Windows(8700)
Material: Vinyl
Product Dimensions: Refer SWD029 For Dimensions
Prepared For:
:pili,-er kine Windo its and Doors
100 Fourth Avenue North
Bayport, I'AN 5500 �
Prepared by: ��`� E .. O
Hermes F. Norero, P.E. ��o '�,\ E..S
Florida Professional Engineer#73778 ® N . 7
Date:01/25/2018 a 7�
S A
® ?3 OF
Contents: o
Evaluation Report Pages 1-3
o-�o SS,O
Digitally signed by Hermes F.Norero,P.E. HerrnWM IVoro6\,P.E.
Reason:I am approving this document Florida No.73778
Date:2018.04.19 01:00:01-04'00'
i
BUILDING DROPS FL#: FL14994
A Perfect Solution in Every Drop! Date: 01/25/2018
Certificate of Authorization:29578 Report No: 5146
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub-Category: Horizontal Slider
Compliance Method: State Product Approval Method (1)(d)
Product Name: V3/Series/70 Series Gliding Windows(8700)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)for Silver Line
Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation -Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD029,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with;;
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing SWD029 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD029 for size and design pressure limitations. (.
i
!I
j
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS FL#: FL14994
Date: 01/25/2018
tT i A Perfeclt Solution in Every Drop! Report No: 514,6
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Current Florida Building Code for manufacturing under a Quality Assurance Entity
through Window and Door Manufacturers Association (FBC Organization
#QUA2515).
Performance Standards: The product described herein has been tested per:
e AAMA/WDMA/CSA 101/I.S.2/A440-11
o ASTM E1886-05
ASTM E1996-12
m TAS 201-94
o TAS 202-94
o TAS 203-94
Referenced Data:
1.Product Testing performed by National Certified Testing Laboratories. ;I
(FBC Organization# TST4744)
Report#: NCTL 110-14848-1 Report Date:04/11/2015
Signed &Sealed by Harold E. Rupp, Florida PE no: 15935, Date Sealed:04/22/15
2.Product Testing performed by Architectural Testing, Inc.
(FBC Organization#TST1558)
Report#: G7385.02-109-47 Report Date: 03/01/2017
Report#: G7385.01-109-47 Report Date: 03/01/2017
3. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
4. Material Certification
Miami-Dade County RER-Product Control Office NOA "
Current NOA for PVB Interlayer by Kurraray
5. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with
AAMA 303.
i!
Installation Method: Please refer to installation instructions,SWD029,for anchor methods,selection,spacili g,
edge distances,embedment's and further details of installation.
Design Pressure: Please refer to installation instructions,SWD029,for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida No.73778
i
Page 3 of 3
Florida Building Code Online Page 1 of 2
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Product Aooroval Menu>Product or Apollcation Search>Application List>Aoolita[ion Detail>Application Checklist
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Form Title: Validation checklist for evaluation report from an-architect or engineer
Form#: 9N-3.011(3)(c)
Administrative Validation
1. Verify the evaluator is a Florida Registered Architect or Florida Professional Engineer
who has taken the core building code course.
:?2. Verify submission of the evaluator's certification of independence.
/j 3. If the evaluation is not performed by a third party independent of the manufacturer
then verify validator's certificate of independence.
i 4. Verify the evaluation report is for the products listed on the application as described on
the application and that the products are within the scope of Rule 9B-72.
i 5. Verify that test reports demonstrating compliance were performed at a test lab
accredited by an approved accreditation body for the test performed,and verify test lab
location.
1,j 6. Verify that the test reports or rational analysis are required by the Building Code as a
component of a product approval for the product category and subcategory.
[v-r7. Verify that rational analysis demonstrating performance were executed utilizing current
code requirements and was not used in lieu of a standardized test required by the Code
or that rational analysis was not required.
8. Verify that all data,test reports and calculations,are substantiated'on the report.
:(i 9. Verify that the application has the Code sections and reference standards for which the
evaluation demonstrates compliance.
;.! 10. Verify the method of demonstrating compliance indicate any limitations on the use of
the product,as intended.
11. Verify the manufacturer installation instructions are in accordance with the evaluation
report,and attachments are provided.
Ji 12. Verify that a quality assurance program audited by a Florida Building Commission
approved third party quality assurance agency is in place.
€ i To the best of my/our knowledge,this application is complete,the items in the checklist
above have been verified and reviewed,and the evaluation report submitted with this
application indicates that the product,method,or system described in this application
meets or exceeds the Florida Building Code requirements and reference standards listed
in the application.
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