HomeMy WebLinkAboutProduct Approval BUILDING DROPS 398 East Dania Beach-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
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Product Evaluation Report
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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)
i 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. ```t.1%1111i1111111r��
North Brunswick, N! 08902 �.
Prepared by: E s• 'Ap i
Hermes F. Norero, P.E. � � N . 7 7
Florida Professional Engineer#73778 'O S A OF ifZ' S
Date:01/23/2018 •
Contents:
Evaluation Report Pages 1—3
Digitally signed by Hermes F.Norero,P.E. Herme�s�FIN 016W P.E.
Reason:I am approving this document Florida No.73778
Date:2018.04.19 00:55:47-04'00'
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BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop Date: 01/23/2018
Certificate of Authorization:29578 Report N0: 5486
i Manufacturer: Silver Line Building Products Corp.
i
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
Buildin&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.
S. See Installation Instructions SWD050 for size and:design pressure limitations.
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 3
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BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop Date: 01/23/2018
Report No: 5486
Certificate of Authorization:29578
i Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
i 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:
a
• TAS 201-94
• TAS 202-94
• TAS 203-94
j a ASTM E330-02
• ASTM E1886-05
j • 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
j
2. Quality Assurance
Window and Door Manufacturers Association
i (FBC Organization#:QUA2515)
C
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/HalIMark WD-61.1n accordance
with AAMA 303
Installation:
Refer to Installation Instructions(SWDOSO)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
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• ASTM E188605
ASTME1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WOMA/CSA 301/1S.2/A440-08 S HORIZONTAL&VERTICALSECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTNG STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,ZX FRAMING,AND METAL FRAMING
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WITHSTANDING AND TRANSFERRNGAPPUEO PRODUCT a stwiwa.. msr
'+ LOADS TOTHE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Digitally sign Norero•P.E
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" ANCHORED TO PROPERLYTRANSFERALL LOADS TO THE °\,\ E
STRUCTURE.BUCK DESIGN'AND INSTALLATION IS THE 7/32-SMLSPACER 0
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GI/l55N 7 7
3 RECORD FOR THE PROJECT OF INSTALLATION, 0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY S A OF t
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS kJ
GENERICAND MAY NOT REFLELTACNAL CONDITIONS FOR , O� O (OPT
ASPEORCSTTE.IF SITE CONDITIONSCAUSEINSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, O AUCENSEDENGI
SPEOFCDOCUM:EMFORUSE SHALL i WTMTHISSDOCU DOCUMENT IN iitSt{'/ppiAleR,a``
EXTERIOR INTERIOR
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NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT ! ) wr•EPeO N. sec
F1EIlD11 PE N.7362E
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RESISTANCE. - SETTIN-d BLOCK
6. WINDOW FRAME MATERIAL:PVC
DOW9955EALANT DATE: 0�,23.�8
DWG.BY: CHK.BY:
? 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD HR HFN
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAILI
OR SHALL BE OF A DURABLE SPECIESAS DEFINED IN SCe1.F• TUTS
CHAPTER23. NOTE:
ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH DWG-o- SWD050
GLASS MEETS THE REQUIREMENTS OF ASTM E13W SAFETY 6 LAZI NG REQUIREMENTS OUTLINED IN SHE:
GLASS CHARTS.SEE SHEET I FOR GLAZING DETAILS. CURRENT FBC AND ASTM E_130_0 GLASS LOAD
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EXTERIOR INTERIOR EXTERIOR MIN
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BY OTHERS r0' " p a
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2 i ►I J���11 - �t I10.13" REMARKS BY DATE
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LOCK z 1 O LOCK RAILTOP O ALUMINUM ALUMINUM
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INSTALLATION NOTES: N
ANCHOR SCHEDULE �* N '7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MEnwD SUBSTRATE ANCHORSCIIEDULE MIN EMBEDMENT DISTMIKANCE �� $A OF �Cr
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOIX UKSD"0� ea1AND� 15 0.7s ��O� p IpP":
MAXIMUM SIZE LISTED. NA¢INDFw arwlFADSMw
3.' INSTALL INDMDUALINSTALLATION ANOEOBSWITHINATOLERANCEOFtlA INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT MUL1Fy 3=1 PENETRAnONBEYOND 0-w ��j� 0
-" DETAILS(LE,WITHOUT CONSI DERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. � �� 'xp(I(/f1�3►M1i
/m PAN READW F1IILIP.LNo73rM
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 3/8INCH.SHIM �OR�NNEL 1s 0as Om L��n��
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER YVOOa Moa SD.O� - T6E�OF AInilty WAOLv 0w 11>9M
r10 FLATlEAD IN THE
S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONALAS LONG AS THE MINIMUM EMBEDMENT AND EDGE IN TERIORCHANNEL 1s o.7s FIL 4:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 3 FOR MORE F L 14911
INFORMATION. aiwEADsu1N
Y - 010 PAN LEAD IN PENETRATIONBEYOND ob7
6. MINIMUM E:MBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMTTEDTO STUCCO,FOAM,BRICKVENEER,AND METAL:IDGAUGES" FORCHANNFL METAL. DATE: 01.23.18
THROUGH
SIDING. 'E MIN.F-y"anTSI 3 THREADS MIN DWG.iR CH HY.
FLA
THEAD PENETRATION BEYOND o-w
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL
FN
COATING. SCALE NTS
CONCRETE fc4OOWSl Y/FLATMEIID 12s 1.77
} 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTAL1AT10NANCHORS INTO MORTAR JOINTS.EDGE DISTANCE ISMEASURED DWG.N: SWD050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
:CMU pR ans FLAT
125. 1.79 SHEET:
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- 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WffH'ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS - - -
_ 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 IAMB TRACK,USE FLAT HEAD ANCHORS, OF 5
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