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Silver Line
SILVER LINE BUILDING PRODUCTS CORP. DsAndersen
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORTH BRIUNSWICK,DRIVE
NJ 08902
I PH:800 2344228
(IMPACT RATED)(HVHZ)
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALLSIZE TABLE OF CONTENTSDESIGN "'x m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CO FIG. MISSILE ,ti
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION >
BEEN EVALUATED ACCORDING TO THE FOLLOWING: J n a
• TAS 201-9452" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F.
• TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~ a
• ASTM E330-02REMARKS BY DATE
3 - VERTICAL SECTIONS
• ASTM E1886-05
• ASTM E3996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-08 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING nRDNDEf D6 IBEDHERENIIEGENFAIC
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF PND MPY NOTREFEERARDALCINDMOMFORA5PECIFIC
SDE IF sRE NHDInONs OUSE vinl W Anox ro DEVIPTE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT F0.0MME REODIREMENES DEFNIEp I—IN,AEICENSED
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER DRMCN—S1NLL--—SPEUFIC
DONMENIS FO0.USEYTX TNa DOCUMENT.
ENGINEEROF
INSTALLATION.
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43/64"O.A.I.G.LAMINATED GLASS
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date:�dt8
ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE 1/8"ANNEALED GLASS ��� E• �i�
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER :•0 S•• �p
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS N ] ]
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY 'O S A OF C
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS 'o
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION \ �i O� O IDP:�• ��
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
SPECIFIC SHALLNSED ENGINEER ORARCHITECT I
C DOCUMENTS FOR USE WITH THIS DOCUMENT EXTERIOR // \� INTERIORcom
NON-HVHZAREAS.IN HVHZAREAS,ONETIME PRODUCT I I FLOMDA P.S.N.7'b 5
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S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER V FL#:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT L MIN.GLASS F L 14911
RESISTANCE. 1/8"OR 3/32" _ BITE 7/16"
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: CHK.BY:
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR I HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SW D050
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 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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DATE: 01.23.18
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FL#:
(� HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY: I CHK.BY:
HR HFN
SCALE: NTS
DWG.a: SWD050
SHEET:
OF 5
1/4"MAX.
MIN. SUBSTRATE SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS INTERJEAANT
BY OTHERS -.1
BY OTHERS 6rAndersen
SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT l7 V ONE SILVERUNE DRIVE
SCRECHANNEL Z PH:Boo 1361728
PERIMETERSEALANT BY OTHERS SHIMSACE PERIMEo Z 1/4"MAX. z N E DSsERIOR EMIN. SHIM SPACE N V F o Q o
INTERIOR EMBEDMENT EXTERIOR INTERIOR T±> o CI z 8 S
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INTERIOR 7 -1_ 0.13" REMARKS BY DATE
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EXTERIOR 1 O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH XREm
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6 NAIL FIN(JAMB) 6 MEETING STILE
INSTALLATION NOTES: •�'`•E••S••• �O a
ANCHOR SCHEDULE N .7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE a* '
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN,
A OF
DISTANCE i 'O
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE q8 WOOD SCREW
WOOD:MIN.SG=0.55 1.S '
MAXIMUM SIZE LISTED. � PAN HEAD 0.75O,n 0 (OP;'• �`
S MIN
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF31/2INCH THE DEPICTED LOCATION&SPACINGINTHE ANCHOR LAYOUT NAILING FIN METMIN.FyG--A33KSIS�1 TEKSCREW PEN3ETRA ON BEYOND 0.50• 10�SS�
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL 'FirdtJ
#10 PAN HEAD Iry0RAP.E.N.
777
1.s' .75' BUILDING
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 3/8 INCH.SHIM EXTERIOR CHANNEL a30 E DMDI OFOIDROPS.INC 335
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN,BE, 0.55 DANLR RER L FL'W FBPE SAT.OF AUNCRIYABON Na 29578
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 4110 FLATHEAD IN THEINTERIOR CHANNEL t.s o.7s' FL#:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L14911
INFORMATION, 3 THREADS MIN
q1PAN HEAD PENETRATION BEYONO 0.50'
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT U MITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:18 GAUGE St-I,
EXTERIOR CHANNEL METAL DATE: 01.23.18
SIDING. THROUGH FRAME MIN.Fy=33KSI
qIN FLATHEAD IN THE 3TRATION MIN DWG.
CHK.BY:
INTERIOR CHANNEL PENETRATION BEYOND 0.50' H
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. CONCRETE:fc-3000PSI 3112S 6•ITWTAPCON FLAT HEAD 1 75' SCALE: NTS
1
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#:
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. S W D050
IMASONRY:CMU per ASTM 3l18'I--C1n• 1,75. SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS cso MIN.2ooD 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 FLATHEAD ANCHORS. OF 5
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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
X, A Perfect Dania Beach, FL 33004 Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578
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
Bort 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.
North Brunswick, N1 08902 ``� 0�'�','
Prepared by: �,�. E s • 'A
Hermes F. N®rer®, P.E.
_ . 77
Florida Professional Engineer#73778
Date:01/23/2018 S A OF
Contents:
Evaluation Report Pages 1—3 ��i' `S O
Digitally signed by Hermes F.Norero,P.E. Herm2S,F4 NodAm P.E.
Reason:I am approving this document Florida No. 73778
Date:2018.04.19 00:55:47-04'00'
ti
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 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 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
ti
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
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