HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd.
//2A BUILDING DROPS Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Building Products Corp.
V1 Series / 70 Series Single-Hung Window (2127)
(Non-Impact) (HVHZ)
for
Florida Product Approval
FL# FL14911
Report No. 5485
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: V1 Series/70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions, SWD049
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
Illlllfl/
North Brunswick, N! 08902 ���`'S F.
Prepared by:
Hermes F. Norero, P.E. 7
Florida Professional Engineer#73778
Date:01/23/2018 - 44/oZZ
C DP•'•
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Contents:
Evaluation Report Pages 1—3 `S/ONAL
s %���`
Digitally signed by Hermes F.Norero,P.E. Hermes"PW ?0`P.E.
Reason:I am approving this document Florida No.73778
Date:2018.02.14 14:46:24-05'00'
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BUILDING DROPS FL#: FL14911
018
A Perfect Solution in Eve Drop! Date: 0 o: 54 5
� p• Report No: 5485
Certificate of Authorization:29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series/70 Series Single Hung Window(2127)
i
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
{
Building Products Corp. 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
j manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
i This product has been evaluated for use in locations adhering to the Current Florida Building
i
Code.
See Installation Instructions SWD049,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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD049 require further engineering
analysis by a licensed engineer or registered architect.
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5. See Installation Instructions SWD049 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
//2A .
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Report No: 5485
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization#: QUA2515).
Performance Standards: The product described herein has been tested per:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
Referenced Data:
1. Product Testing performed by Testing Evaluation Laboratories,Inc.
(FBC Organization#TST4317)
Report: Dated:
TEL 01410311 12/15/2010
t
Signed and Sealed by: Lyndon F.Schmidt, FL P.E. No 43409,
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2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#:QUA2515)
l '
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Installation:
Refer to'lnstallation Instructions(SWD049)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation
requirements.
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Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
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Silver Line
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SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW(2127) galal, a�LPaNI
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GENERALNOTES: Z
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3.A THE PRODUCT SHOWN HERE IN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS ow
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE \®
FLORIDA BUILDING CODE)FBC)INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPAR HATING SHEET REVISION SHEET DESCRIPTION
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
GENERAL NOTES&GLAZING DETAIL
�M E33002 51° 61.50' 0/X +fi2.8/fS PSF NON IMPAR 1 rEMARBY DATE
AAMA/WDMA/CSA 101/15.2/A440-08/11 1 - ELEVATION&ANCHOR
CTIONSLAYOUTS
52" 73° O/1( +55/�O PSF NON IMPAR 3 - VERNCAL SECTIONS
1.!ADEQUARMASONRXISTING MING,AND
I CONCRETE/MASONRY,IX FRAMING,AND METAL FRAMING 4 - HORI20NTALSELTIONS
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICALSECIIONS,INSTALLATION NOTES&
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT S - REINFORCEMENT DETAILS
LOADS TO THE FOUNDATION lS THE RESPONSIBILITY OFTHE
I
ENGINEERORARCHITEROF RECORD FOR THE PROJECTOF
INSTALLATION.
3.'1X AND ZX BUCKS WHEN USED)SHALL BE DESIGNED AND ed��yy Eppf W...PANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE �1�yF gip t(usSTRUCTURE.BUCK DESIGN AND INSTALLATION I5 THE 1 FB:IS:.�/+{ 5/8'OA I.G.G1A55 „�;%.RECORDPONSIBILITYHOf THE ENGINEER OR ARCHITECT OF 'RECORD FORTXE PROIER OFINSTAIIATION. ��\G p 'f4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME / \ r�GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORT �[ASPECIFICSITE.IFSTTE CONDITIONS CAUSE INSTALLATION �' GL,FTO DEVIATE FROM TILE REQUIREMENTS DETAILED HEREIN, EXTERIOR / INTERIOR •.,�LKLVALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SNE „SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INs NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT /ONAL-APPROVALTO BEOBTAINED FROM MIAMI-DADE FIER OR (:/AiYkTIaiSA
AHl STEELSPACER \ •P
/ MIN.GLASS
5.1 APPROVED IMPAR PROTECTIVE SYSTEM 15 REQUIRED ON 1/8”OR 3/32° BRE 7/16”
THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. SETTING BLOCK 1.
FLL k:
6. WINDOW FRAME MATERIAL:PVC FL14911
$ 7.1 INACCORDANCEWITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL 01.23.1$
dCOMPONENTSSHA11-IEENPRESERVATIVETREATED DATE:
I OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN DWG.BY: CHK.BY:
F I CHAPTER 23. HR HFN
B.I GIASSMEETSTHEREQUIREMENTS.FASTMEl3D0 rNOTE:
AZING CONFIGURATIONS SHALL COMPLY WITFI SCALE: NTS
SAFGLSS CHARTS.SEE SHEET I FOR GLAZING DETAILS. ENT FBC AND AASTM E 1300 GLASS GLAZING REQUIREMENTS LIOADED N SWD049
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A B 3°MAX 6•MAX 6.25'MAX v F L9
3 3 FROM O.C. FROM I-� I a
CORNERSS CORNERS I �3 �
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ALL FASTENERS ABOVE >
THE MEETING RAILIN
MAX. .LO. THE INTERIOR
DJAMB E
HEIGHT.LO. •p• 6°MAX, .p. TRACK MUST BE FIATHEADS. •0•
C O.0 L REMARKS BY DATE
4
12.50'M .
MAX.OA FRAME O•C
HEIGHT73"
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MAX D.LO. C •X• 3°MAX. 6.25'MAX
HEIGHT 3350° FROM FROM `LLLII II IFJJ//
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CORNERS CORNERS ,�� F.
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ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ,�o� �dR(oP.'�u"
SINGLE HUNG WINDOW NAIL NN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW SSiONALE�G��
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DATE: 01.23.18
T owGHR a HFN
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3 VERTICAL SECTION 3 VERTICAL SECTION :TALE:
DwG.a: SWDWD049
NAIL FIN THRU FRAME SHEET:
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fB's
INTERIOR oxtsn[nux[oervt
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SECTON FOR SECTION FOR
BLOCK&TACKLESEE GLAZING SEE GLAZING �C ONSTAM FORCE
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DETAIL SHEETI DETAILSHEETI _y BALANCERS w z�
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REMARKS BY DATE
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' SEE GLAZING INTERIOR SEE GLAZING w�om.xo ILsil[[rt tern
DETAIL SHEET DETAIL SHEET II J" gg F 0
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C EMRIOR SS�ONAl
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MAX.FRAME WIDTH FLR:� • �
FL14911
rb HORIZONTAL SECTION DATE 01.23.18
4 LOWERSASH DW%Y- CHK.FN
SCALE: NTS
1 DWG.#: SWD049
SHEET:
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1/4"MAX
MIN. SUBSTRATE SHIM SPACE � SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver L)ne
EDGE DISTANCE BY OTHERS BY OTHERS NARUene`n
INTERIOR BY OTHERS
fl SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT w z xoRiitenuxiwi¢�wmvm
SCREW IN THE EXTERIOR a
CHANNEL i vx:eoo un
PERIMETER SEALANT u,
BY OTHERS SHIM SPACE PERIMETER SEALANT �^o ?�
BY OTHERS 1/4°MAX z E ve h
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EXTERIOR MIN. SHIM SPACE N ¢ c
EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR
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q VERTICAL SECTION g HORIZONTAL SECTION HORIZONTAL SECTION o
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD)
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REINFORCEMENT DETAILS > W /®
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BY OTHERS SHIM SPACE 034"
INTERIOR — - 0.83 ^0.87°
REMARKS BY DATE
'! I X0.13"
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If Z 0.77" Ltr 0.9" T I r'1 0.46"
w EXTERIOR T OOE" 0
W 1 INTERIOR 0.45" .87"
f T FEX.TERI.R O LOCK RAIL O LOCK MEETING RAIL( BOTTOM LIFT RAIL&SASH
ALUMINUM ALUMINUM ALUMINUM
MIN.EDGE
DISTANCE
%1 HORIZONTAL SECTION VERTICAL SECTION 'F LLT....I
16 NAILFIN(JAMB) 6 MEETINGSTIIE f OAF�i
INSTALLATION NOTES: .r•••• F'i�p
ANCAiDR SCIiEDLRE �]fY
LI ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. E
N.N1r.E
1AETIN0 BUBBTMTE ANCIpRStiEDLR£ NW FNBFDI@R DN..E ./
Z� THENUMBEROFINSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE ✓+' %�
or Z7
MAXIMUM SIZE LISTED. woon:Nw.sa=obE f° is OTr :p0�'•:.( p•r\�4�`:
3.1 ETAILS(NE,WDJTHOUT COON ERATION OFTTOLERANTION ANCHORS INATOLERANCE OF il/2 INCH THE DEPICTED LOCATION&SPACING IN THE CES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT.OR LAYOUTMETM.Fy— , .9 TEK SCREW PEt4TM 0EYQ`ID o3P ',��i�sS/ANAL EaG\�
4. SHIMASgEQU1RED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM o.rr
noPAN xEAon is SumtaSK
WHERE SPACE OF 21161NCN OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. �✓ IXTEaORCHNn0. Na m
WOCD:MM.SG=S.S r� � �
S.. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE nPFIAT MEAD IN THE is o.rs
d DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SURSTRAMSEE GENERAL NOTE#30NSHEET IFOR MORE ivJ�SORwuaEL FL«. FL14911
INFORMATION.
p 6.; MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BNCKVENEER,AND EsrewOnxtwvw¢ PENEIMTILXI BNEYCND 4Sr
1 SIDING. THgOWXfRNtE MET 1B% Smt DATE: 01.23.18
noFUT xTAowTxE �T°'�"O$Y0' DWGI-IR HFN
F '7.' INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT IHIExpRrJura+El PEREIRAW aEr�m P'�
COATING.
coxrnEn=:rFamwsi a�Je mvTAxoN to t.Ts SCALE: NTS
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED �T SWD049
f FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SH ELL OF BLOCX OWG.R:
oNRr:atuw NJsnwrwcox 115. vm• SHEET:
9.1 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACRIRER'S INSTALLATION INSTRUCTIONS,AND ANCHORS OSa WN.2MPv5l FlAT xFAC
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER.
10.I FOR INSTALLATION ANCHORS-VI THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FLAT HEAD ANCHORS.
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