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HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd. BUILDING DROPS ��c�IV Suite 338 _ �' �a Dania Beach, FL 33004 ''I. . � A Perfect Solutionlin Every Drop! M Certificate of Authorization:29578 AY 2 954.399.8478 PH 4?019 954.744.4738 FX Pu'r�nittln St, t„S Depa�� contact@buildingdrops.com c county ent Product Evaluation Report of Silver Line Building Products Corp. V1 Series / 70 Series Single-Hung Window (2127) ii (Impact) (HVHZ) 0 for LL Florida Product Approval ' FL# FL14911 Report NAI . 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, Ni 08902 ```.```. >>ieiicrr0�'�'''i Prepared by: oe E ,s = 'A 1. p 1. Hermes F. Norero, I .F. _ N•. 7 7 Florida Professional Engineer#73778 = '0 SA ;, OF Date: 01/23/2018 ' Contents: Bio <\,c, _.... -- c, Evaluation Report Pages 1-3 "'/,., 0 .L E4 ••0 Digitally signed by Hermes F.Norero,P.E. HermesiriNatoW P.E. Reason:I am approving this document Florida'No. 73778 . Date:2018.04.19 00:55:47-04'00' BUILDING DROPS FL#: FL14911 Date: 01/23/2018 A Perfect Solution in Every Drop! fi � Report No: 5486 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) 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 BUILDING DROPS FL#: FL14911 �/,\ "\ Date: 01/23/2018 r , A Perfect Solution in Every Drop! Report No: 5486 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 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 • • • i Silver Line • hMdANth SILVER LINE BUILDING PRODUCTS CORP. ® V1 SERIES/70 SERIES SINGLE HUNG WINDOW(2127) RanTM SIMALIME ORM UMW..NJ116,02 21411 (IMPACT RATED)(HVHZ) • W PR`11.112. _� _Fl '4 Do og, o p LI -l.A GENERAL NOTES: M z' . 0 1. THE PRODUCT HEREIN IS DESIGNED AND MA000ERALLSIZE TABLE OF CONTENTS i ym DESIGN MISSILE s MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. > 2 FLORIDA BUILDING CODE(MC),INCLUDING HVH2 AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION BEEN EVALUATED ACCORDING TO THE FOLLOWING: yyF• c a TAS201.94 52' 73' 0/X KS/-60PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F 745202-94 2 - ELEVATION&ANCHOR LAYOUTS F 6 TAS 203.94 REMARKS BY DATE ASTM E33002 3 - VERTICAL SECTIONS ASTM E1886-05 ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS AAMA/WDMW/CSA 101/I.S.2/A440-085 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& _ REINFORCEMENT DETAILS • 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,25 FRAMING,AND METAL FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ` LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE n i,.. ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Digitally slgmQ(yWddtl,4 No ero.PE 43/64'OA I.G.LAMINATED GLASS Roasor kefs.. :• 116 r em CONSISTING OF: Dato:�Jl9 �' 3. DI AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 18"ANNEALEDGIASS ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE /STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE 7/32STEELSPACER• RFSPONSIBIOF THE ENGINEER OR ARCHREROF 3/32"ANNEALED GUSS RECORDFORTHEPROJECTOFINSTALLATION. I I- 0.090SAFLEXPVBINTERLAYERBY =* E4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY �'OQF3/32'ANNFALED GLASS 7PGENERICAND MAY NOT REFLECTACTUALCONORIONS FOR //; i;r -�„)0 \ A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION AUC LASEDENGNETO DEVIATE FROM EORARCHITECTSHALLPREPA EDETAILED RSIITE / \ ,00 O •SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT IN - EXTERIOR / INTERIORNON-HVHZAREAS.IN HVHZ AREAS,ONE TIME PRODUCT I i Al I Fla esri�s� APPROVAL TO BE OBTAINED FROM MIAMI-OADE ITER 00. I �� S III >mrt yie • AIX. i /!'/p r,-7I r®E mrt v ffim 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER \\ V! i,lPin , FL N: ON IASNP PRODUCT IN AREAS REQUIRING IMPACT 1/8°OR 3/32" • , Mr BITE 7/GLA-SS' FL14911 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 1 FIR HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS • . CHAPTER 23. NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050 • 8. GLASS MEETS THE REQUIREMENTS OFASTM E 1300 SAFETY GLAZING REQUIREMENTSOLITUNED IN • GLASS CHARTS.SEE SHEET I FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: RESISTANCE. 11 OF 5J • • • • r Silver Line I,MdersMII *M; N OR SOMME CENT XITEll BRUNSWEI.NI MOT • TN:I800123su28 io ti --_MAOAFRAME— , p WIDTH 52' ..¢1�Ay MAX.D.LO. '-'2'.i. s WIDTH 47.69' wo 6i KL721`'.21E:::.0`'.21E:::.0 6"MAK 6.25'MA%. �+ ��0 FROM O.C. FROM Imo- KIP E ©© • CORNERS�r CORNERS I I i 9 \ / I_ W� a Vim! L N07E: u, 1 . ALLFASTENERS ABOVE // THE MEETING RAIL IN 1 C>v"'yv THE INFERIOR IAMB P tg MAX.D.LO. 6°MAX. •p• TRACK MUST BE FLAT HEAD •p• HEIGHT 3350" 0 O.C.ril _ REMARKS BY DATE L_ 12.50°MAX. _ _ ' MAX.O.A FRAME - O.C. mH HEIGHT 73" Q T_ 625'MAXi rr` � W07: ,FflOM _ oS ''. PMA%.D.LO. 0 °K° . ,.- ..-, i HEIGHT 33.50° 1TTT_ FROM CORNERS CORNERS f S Ne 7 7 S =* e*= T-fl SA - OF ;0:r. . ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT %�4,.\ i-IOP:' & SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ..",i FSO LE Gj ., S t4 s /xo{/EIT eb.,,t`` SE erki Sal sa CERT. FLM: v rxeomnmr e.amen FL14911 DATE: 0.1.23.18 • DWG.BV: CHK.BV: HR HFN SCALE: NTS DWG.U. SWD050 SHEET: 2 OF 5 J I Silver Line MAndefAFAi 1* . ONE au nsw COM ,11-7rin 00 0001238.42.78 IiN' Mil 1 L. 1 I ' I zr z0 • W �uli� 3 1_4 a SEE GLAZING SEE GLAZING '^ n 1 �o Kgs DETAIL,SHEET DETAIL,SHEET ' i S pli ll VI a m 3 Si H I m G d j O a REMARKS BY DATE EXTERIOR ! :1� � INTERIOR EXTERIOR � r INTERIOR MO 044 0.441,044 C40.4151441.01844 TO OMR ````,W I liiii),I,Y'' 13; :'�\.E S"• '10 o N. 7 7 d d SEE GLAZING SEE GLAZING :.:"0 S A OF ? DETAIL,SHEET r DETAIL,SHEET i OT� "10'.r(v \ ii ■ 1 w.Loup of"" t . r . ■�._ FL k:WC CAT.v,unxo�,nm Mo.ire -- FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN O VERTICAL SECTION VERTICAL SECTION SCALE: NTS DWG.IR SWD050 3 NAIL FIN 3 THRU FRAME SHEET: 3 OF 5J I • /- Silver Line 11 hMde`s&i ' . oxc RUP%S1 owc x vwxswiotaomm KM nx�lem�r3a;al INTERIOR • SECTION FOR SECTION FOR i;2'1 BLOCK&TACKLE SEE GLAZING SEE GLAZING ONSTANT FORCE6Q RBALANCERS ' DETAIL SHEET 1 DETAIL SHEET1 ALANCERS � 5 ¢.&&&i\ ! /�-E i ® ;.:1 (O ®j L_u^N . moa 333 ��I __ \--I ,,3 113 � f � 1111. h,__ d,, .1. >_ EXTERIOR 5 C\/ REMARKS BY DATE MAX FRAME WIDTH — C HORIZONTAL SECTION . • 4 UPPER SASH 'S SEE GLAZING SEE GLAZING 1OYooixLCOTw:ui xl1.1110.1wt 9" DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 ``,`L,L,i I I Il T,,,,,, • ="D SA OF iCr S gt, IOP. 4, l EXTERIOR iii l (n�� � �4 S �G �i,SO .L_E D.LO. xn6MslLii `ime`,```� RRric.A. Re MAX.FRAME WIDTH Life Mt MS Of wixwA asm FL R: OHORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG.BY: GM BY: HR HFN _ SCALE: NTS DWG.R: SWD050 1.(,.. .".. SHEET: 4 OF 5J 1 . • I SUBSTRATE 1/4"MAX. MIN.EMBEDMENT 1 MIN. SHIM SPACE SUBSTRATE SUBSTRATE Silver Line •• EDGE DISTANCE BY OTHERS INTERIOR % BY OTHERS --y BY OTHERS ISA .^ SCREW IN THE INTERIOR / a. �ilj CHANNEL MIN. (D.� EDGE DISTANCE / SCREW IN THE EXTERIOR MMmMIHIX EurWuwiaiMaMOMwx /_re. MIN. EMBEDMENT� ��ilet,,,,,,l CHANNEL z_ IV I `/ HIEMOVILAELS PERIMETER SEALANT = •��� 14"MAX. l 7 J z ua BY OTHERS / PERIMETER SEALANT Imo, �, o z� ii',. SHIM SPACE BY OTHERS 1/4'MAX. 2 f:/G oKA MF�'il 1,f'-' EXTERIOR MIN. y SHIM SPACE Gry 1!1E 6ae & EXTERIOR I'- INTERIOR EMBEDMENT EXTERIOR INTERIOR ¢3 0!13 Fp i i ? w0 • VERTICAL SECTION O HORIZONTAL SECTION J§1J W Z a--1 OA g HORIZONTAL SECTION C r,3 css THROUGH FRAME(HEAD) O THROUGH FRAME(IAMB) 6 NAIL FIN(HEAD) zES i m ;Z C ¢ C Er \114;i1 � 1/4 MAX. REINFORCEMENT DETAILS 2 i SUBSTRAT 'SHIM SPACE BY OTHERS �-I 0.3d' 0.83' I-X0.87" INTERIOR 'r,� © I II II I Cl REMARKS BY DATE I'il�n 0.77" Irl 0.9' \ 1 0.46' a II EXTERIOR },�`~I,. INTERIOR D.06' 0.87' W I \\\--I'_ R` 0.45- .n.u.m.,uw+v z 1� �` 1 LOCK RAIL TOP 2 ALUMINUM RAILO ALLUMINUM RAIL&SASH EXTERIOR O ALUMINUM O eIsM Doman __ MIN.EDGE M�n.ceaa vmmn.aoau..�` DISTANCE Op HORIZONTAL SECTION E VERTICAL SECTION `,,LS.ILI IFF,YYA'' 0 6 NA L fIN(IAMB) 6 MEETING STILE ::�V4 E S • INSTALLATION NOTES: ANCHOR SCHEDULE , NE.7 7 :� *1101.s.. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR S001ITSA YH EMSIDIAFNr WL EMGE :r. * oisrYNCE ='n S Ai. OF :Q' 2.• THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WMO¢Aml.m-oos OS WOOD ,s o.rs ��0�` .)pp. tEL MAXIMUM SIZE USTED. HAnrNM FIN Pur 00`e 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH THE DEPICTED LOCATION&SPACNG IN THE ANCHOR LAYOUT METALC1YEAUGE . FE TEE SCREW PERJEY EEYTHREADS MAI Olm ORE ''!i'm�H0 I.aXLeS GS`♦♦ '� DETAILS R.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATNE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL Mr'' Ma[ OHL PAM HEAD ELMOM OW;MD 4. SHIM ASREQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(5).NIA%IMUMALLOWABLE SHIM STACK TO BE3/BINCH.SHIM E>REaroR OUEssL IS. DAM SE % ]b WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W000:MW.w-MSS we ova s AumvmAmI IN am • E HEAD 5. FOR MASONRY OR CONCRETE OPENINGS,LX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE IMTHMORCCRAIOHS' FL WS. EsB. DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 83 ON SH EET 1 FOR MORE FL14911 Ty INFORMATION. I I,IPAIL HEROIN ]1NaFARI WN o30 ]qll oc,EOI000GOESSGH PExEraA u EYa+o oam DATE: 01.23.18 K. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UNITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME 1.1.1.1,IB GAUGE 6M.l SIDING. MXy-MAST rHEAOINT� ]' � DWG.BY: CHK.BY: III CHAFER, FENETML BEYOND HR HFN 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. c«,o¢lerclmwv ..117,'=" us• yr SCALE: NTS 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE IS MEASURED DWG.H. SWD050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOIN INTO FACE SHELL OF BLOCK. CMUI.ASTM RIRRWTAPCON IRS' I.rs SHEET: •I G9MAI.AW P9 RAT HEAD _�J 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCDONS,AND ANCHORS I` SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BVTHE ANCHOR MANUFACTURER. 10.FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FLAT HEAD ANCHORS. OF 5J