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398 East Dania Beach Blvd.
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)
(Impact) (HVHZ)
for
Florida Product Approval
FL# FL14911
Report No. 5486
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, SWD050
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr. %0%J1111111/���
North Brunswick, NJ 08902 O
Prepared by: �,� E S 'Ao I.
Hermes F. Norero, P.E.
N . 7 7
Florida Professional Engineer#73778
Date:01/23/2018 S A OF
0,� O
Contents:
Evaluation Report Pages 1—3
Digitally signed by Hermes F.Norero,P.E. Her "606w P.E.
Reason:I am approving this document Florida No. 73778
Date:2018.04.19 00:55:47-04'00'
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date. 01/23/2018
Certificate of Authorization:29578 Report No: 5486
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)
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 ld 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 SWD050, 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.
4. Site conditions that deviate from the details of drawing SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
//A\\) BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
16 Certificate of Authorization:29578 Report No: 5486
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 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization# TST1589)
Report: Dated:
NCTL 110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18
NCTL 110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#:QUA2515)
3. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company(Previously Solutia)
Saflex(Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Installation:
Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. MAnl,eEkh
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V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORON TH SIIUNSWLVERLINI
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(I MPA C T RA TED)(H VHZ) PH ROo 2N422
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DESIGN '^x m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. MISSILE ED
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION a
BEEN EVALUATED ACCORDING TO THE FOLLOWING: W i
• TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL
• 94
TASTAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~ n
• ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY I DATE
• ASTM E1886-05
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WOMA/CSA 101/1.5.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ANDSNA M.l REVR—
EN CONSENT or eunniNGDG DROPS,,Ii�c.
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT EUTTronSIM.ADDITIONS,DIG NnNG.oN MNER
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE r.eeiNesroTNlS oocur.ENr ARE: Dino
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 11F T
INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS a son.`�QF1T�1 F7JVo ent E
3. 1XAND 2%BUCKS(WHEN USED)SHALLBE DESIGNEDAND CONSISTING OF: ate`�118. -•3 d�0%
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER :•V� S•• �O
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT C70F 0.090 ANNEALED GLASS _ r N . 7 7
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY S A OF
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS (�
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION ��` O 1
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE O FN SSS
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / ` INTERIOR 7�,dElp L a{
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I .C-w,
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER ORDROPS.1w
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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: R.BY:
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN NTS
F CHAPTER 23. NOTE: SCALE:
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SW D050
SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET:
RESISTANCE.
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MIN. SUBSTRATE 1/4"MAX. SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
SHIM SPACE -� BY OTHERS MAnderxn
EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS
SCREW IN THE INTERIOR
R CHANNEL
MIN.
EDGE DISTANCE ONE SIWERUNE ORNE
MIN. i7 u NORTH BRUNSWICK,X108902
EMBEDMENT SCREW IN THE EXTERIOR a PH:300 2U.228
CHANNEL
PERIMETER SEALANT -� 1/4"MAX PERIMETER SEALANT 1/4"'MAX n o ?
BY OTHERS SHIM SPACE BY OTHERS
SHIM SPACE
EXTERIOR MIN. EXTERIOR INTERIOR "'3 Lg O O z= _
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-„- 0.13”
w 0.77' II
INTERIOR- 0.9 I�0.46"
p EXTERIOR 0.06" 0.87"
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METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MDI$TANCE %
6 NAIL FIN(JAMB) 6 MEETING STILE BB WOOD SCREW s 0.75• \1\.E
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WOOD:MIN.SG-0.55 PAN HEAD
INSTALLATION NOTES: NAILING FIN 3THREADS MIN N 7 7
METAL:18 GAUGE SbPI, M8 TEK SCREW pENETRA�OANLBEYOND 0.50• S A OF : Q'
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.Fy-33KSI
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE $10 PAN HEAD IN :�o
OTS•
EXTERIORCHANNEL 1.5 T O IO
MAXIMUM SIZE LISTED. ��S• �C�`���
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT WOOD,MIN sG•0.55 810 FLAT HEAD IN THE 1 5. 076' ' �� O •11`
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. INTERIOR CHANNEL IE1�tt1 .La%
R A P N"73118
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4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM 810 PAN HEAD IN 3 THREADS MIN lee E DANA BCAOI iN). 3.18
PENETRATION BEYOND 0.50• DAVM BEALTt,R 3>D�
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL METAL TBPE MT.a<AU1110NU110N Na 29578
E METAL:18 GAUGE SWI,
3
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAYBE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE MIN.Fy=37KSI 7TRA'n S MIN FL N:
HO FLAT HEAD"THE PEN3TMTION BEYOND 0.50• F L 149 11
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON SHEET 1 FOR MORE INTERIOR CHANNEL METAL
INFORMATION. THROUGH FRAME YW ITW TAPCON
J! 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLAT HEAD IN INrEwa+ 125' 1.75• DATE: 01.23.1H
CHANNEL
SIDING. CONCRETE:ra3omPBI y15ITW TAPCDN DWG.BY: CHK.BY:
F HEX HEAD IN EXTERIOR 1.25• 1.75• H R H F N
i 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT CHANNEL SCALE: NTS
$3 COATING. 31r ITW TION
a FLAT HEAD IN INTERIOR 1.25 175' DWG.8: S W D050
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED MASONRY CMU PM As CHANNEL
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C90 MIN 2000 PSI SHEET:
3HEADI EXT RI
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS HEX MEAD IN EXTERKM 135' 1.75•
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL
30. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5