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HomeMy WebLinkAboutEvaluation Report; V1 70 Series Single Hung Window. IMIA\\, BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Building Products Corp. V1 Series / 70 Series Single -Hung Window (2127) (Impact) (HVHZ) for c�o Florida Product Approval OCT � 1 1010 cie artment FL# FLU 91. per StttW c e County Report 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, SWDOSO Prepared for: One - rli - Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 01/23/2018 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F, Norero, P,E. Reason: I am approving this document Date: 2018.04.19 00:55:47 -04'00' '%,` `,ttt��tr�r�i�r�i � �� .� � �.� EIS' • 'P i • O N .7 7 SA OF �Z O 1OP. ��% Hermff N60606, P.E. Florida No. 73778 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: O 3/2018 Certificate of Authorization:29578 Report Noo:: 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. Limits of Use: 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 SWDOSO, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 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 SWD050for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 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: Referenced Data: • 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 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/HaIIMark 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 BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) (IMPACT RATED) (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-M • ASTM E1996-06/09/12 • AAMA/WOMA/CSA 301/1.S.2/A44D-08 2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVNZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DARE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS. MAXOVERALLSRE CONFIG. DESIGN MISSILE WIDTH HEIGHT 1 PRESSURE IMPACT RATING 52" 73" 1 0/1 1 -Ss /-60 PSF LMI/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 ELEVATION & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 HORIZONTAL& VERTICAL SECTIONS, INSTALLATION N REINFORCEOTES& MENT DETAILS 43/64" O.A. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS 7/32" STEEL SPACER 3/32"0.090" AFLEX OGLASS 0.090"SAFLEX PVBINTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS EXTERIOR / \� INTERIOR I STEEL SPACER \ MIN. GLASS / 1/8" OR 3/32" SITE 7/16" SETTING BLOCK DOW 995 SEALANT GLAZING DETAIL 1 NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. Silver Line AIILICf$Cfl aKssnvLsuKlnNs IroAmewwwiatwassa¢ N z � 10" ^{WILD Zic F 6 3M L CANA KAC• KW 3W nm aw. or wnQvitwi K. LSm FL R: FL14911 DATE: 51751.q SCALE: OWG. R: 0 MAX. O.A FRAME HEIGHT 73' MAX.OFRAME I MOTH SZ ELEVATION SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 6" MAX. O.C. 3' MAX. FROM CORNERS 6' MAX. 6.25" MAX. O.C. FROM —�{ 1�-- CORNERS I I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLAT HEAD 12.50" MAX. O.C. ANCHOR LAYOUT NAIL FIN. SINGLE HUNG WINDOW 6.25' MAX. FROM CORNERS L I ANCHOR LAYOUT THROUGH FRAME- SINGLE HUNG WINDOW Silver Line ,tyAnd&Wh' OW N&VEEUNECAM Nomm awww im NI awl PRIOW) 21N12! !N zN N �3 5 Z a oy� 50 0 I �� SIA' OF I of >b kN" gum OAI�OA wX rL 37001 FM mn. Cr NUDI011QA" ft mt/� FL R: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DwG.a: cwnnsn L SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET 1 �A VERTICAL SECTION \IV NAIL FIN SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEE GLAZING DETAIL„ SHEET 1 (� VERTICAL SECTION 3 THRU FRAME Silver Lire ONESRVERUNEOIINE NORIN RRUNSWIQ,NI OSSOR LM42 R ZN y2 gp]gp] N MC dR�a oifliN0 E oaa• W Z m � W a 6 f Jw c ewR RLAOI Et� JRR N!E o a n�i m�na� Nn . FL N: FL14911 DATE: m_�3.1R SCALE: DWG. N: K3, SECTION FOR BLOCK & TACKLE l 1 BALANCERS INTERIOR HORIZONTAL SECTION 4 UPPERSASH SEE GLAZING SEE GLAZING DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 EXTERIOR O.L.O. MAX. FRAME WIDTH tb HORIZONTAL SECTION 4 LOWERSASH SECTION FOR CONSTANT FORCE BALANCERS Silver Line ONE"IN-1 ..RM MB NOOI UMm Nimm rN: Eao unn � Z ��i3�3 Nry o o a W Z m O / \ i 6 LID A SIAX OF �r D c ewu sia�da. a� o�uu EL sioo� nac oae at a wtwa�n� x. ssn FL a: FL14911 DATE: 01.23.18 OWG.BY: CHK,BY- HR HFN SCALE: NTS DwG. a: cUUnnsn D4 MIN.. SUBSTRATE EDGE DISTANCE /— BY OTHERS / MIN. EMBEDMENT PERIMETER SEALANT —� 1/4" MAX _7 BY OTHERS SHIM SPACE EXTERIOR INTERIOR VERTICAL SECTION 6 THROUGH FRAME (HEAD) MAX. ISPACE INTERIOR 0 m EXTERIOR W EXTERIOR 1/4" MAX. SHIM SPACE INTERIOR � BY OTHERS SCREW IN THE INTERIOR 'CHANNEL MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL PERIMETER SEALANT BY OTHERS EXTERIOR MIN. EMBEDMENT 6 HORIZONTAL SECTION THROUGH FRAME (JAMB) MIN. EMBEDMENT SUBSTRATE "I I---/—BYOTHERS �Q Z ri1 go iHI /4"MAX. M SPACE EXTERIOR INTERIOR ©_ HORIZONTAL SECTION NAIL FIN (MEAD) REINFORCEMENT DETAILS 0 83° 0.87° �{ 0.34" �.-� I INTERIOR I 1 " I T[-- 0.".. 0.45" Owl 0.87" OLOCK RAIL TOP O LOCK MEETING RAIL BOTTOM LIFT RAIL & SASH ALUMINUM ALUMINUM \ J ALUMINUM MIN. EDGE DIS HORIZONTAL SECTION VERTICAL SECTION 6 NAILFlN(JAMB) MEETING STILE INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1:1/2 INCH THE DEPICTED LOCATION IA SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/B INCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE 03 ON SHEET I FOR MORE INFORMATION. E. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCDONS, 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 FIAT HEAD ANCHORS. ANCNORSCNEDULE ME7Fg0 SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD'MINSo•o.ss roWo00 SCREW l.i' PAN MEAD 0.73• MAXIMS RN METAL IS GWOE SbY, "TEN SCREW 3TMREAOSMN MIN.Fy.33KSI PENEMTION BEYOND o.w METAL 010 PAN MEAD IN EXTERIOR GMNNEL tA• 0.78• Woo"MIN. SG • 036 R/OFLATHFADINTME INTERIOR CHUM , t.n• 0.TS' SIOPANHEADW 3THREADSMM EXTERIMCIWMEL PENETRATION BEYOND ow TNROUON FRAME METAL, 1S GAUGE Bb.I. MIN. FF.33KSI METAL 010FLATMEMINTHE 3THREADS MIN INTERIORCMANNEL PENETRATION BEYOND aw METAL CONCRETE: fe"70O0PSI LIVITWTAPCON Illy1.7Y FLAT HEAD MASONRY:CMUW 3I19'EEWTAPOON C90MIN.2000PSI FLAT MEAD t3S. Silver Line ,byAndMEyn ONESEVERUNEown NORTM MUMSWICK, NI onset .�. z 0 z,^N Ees'J' ao863 o z > c 3- ca MQi j o L * N . 7 7 S A OF r o^ 3M L SAMOLMINa03 IF ���ApDe >RS)SRABT FL 1: FL14911 DATE: 01.23.18 DWGI•IR CHK.BY: HFN SCALE: NTS DwG.R: SWD050 SHEET: 5