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Home My WebLink Aboutproduct app27/11 9 Florida Building Code Online T iw aProfessionalRegulation,r U BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications Contact Us �' BCIS Site Map I Links •Search �i rida E4 U.' Product Approval F��.. r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL19715-R4 Application Type Revision Code Version 2017 Ffle, C s Application Status Approved Comments Archived U Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung ♦0 Compliance Method Evaluation Report from a Florida Register �?'tt cProfessional Engineer`��D�®� LJ Evaluation Report - HardcopyA %I edt �. Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. CCP Evaluation Report Florida License .0, �® PE-73778 01� Quality Assurance Entity c Window and Door Manufacturersociation-QA Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 ig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvAp/o2bxmzklhGufBV5nRNMfoMrXm6yC0eHgzD4Kf0%2b2BuQ%3d%3d 1/3 _7/11/2019 Florida Building Code Online Equivalence of Prodoandards • Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnductc Method 1 Option D 12/18/2017 12/18/2017 12/29/2017 02/13/2018 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R4 II SWD002 SS 2017-12-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R4 II SWD012 SS 2017-12-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R4 II SWD010 SS 2017-12-18.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R4 II SWD011 SS 2017-12-18.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Back F- ---I, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 eGheck M Credit Card Safe hGufBV5nRNMfoMrXm6yC0eHgzD4Kf0%2b2BuQ%3d%3d 2/3 SILVER LINE BUILDING PRODUCTS V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 202-94 ASTM E330-02 AAMA/WDMA/CSA 101/I.S.2/A44G-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X 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 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR FURTHER DETAILS OF BUCK 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 HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. MAX OVERALL SIZE CONFIG. - DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 52" 62.50" O/X +62.8 /-65 PSF NON IMPACT 52" 73" O/X +55 / -60 PSF NON IMPACT 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 NOTES & REINFORCEMENT DETAILS 5/8" O.A. I.G. GLASS \� EXTERIOR / � I INTERIOR I \� STEEL SPACER / MIN. GLASS 1/8" OR 3/32" BITE 7/16" SETTING BLOCK (:I A71NIl: rILTAII NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. Silver Line bYAna rsen ONE SILVERUNE DRIVE NORTH BRUNMICR, NJ 089D2 l7 Z N 8 vl MA oz gi Zs sa�E � a W tD Z z m m �x > w H �a a 6TH FBC EDITION I lM 06/14 PA AND SHALLNUT N REP ENT O IN WHDLDROM 11 =,MTMKM C O EOFLIG—G ORDP; E TTO ADDnWNS, HWHDGEMlGOROTHE. \ MNUDNGSTOTNE1DR1TLMR E RTRIMPERMITImP uloAr MR rfRnvlurlaN. Digitally signed by Fj9 F. NorerD, I Reason:I Q�A�pib4lT�flfi,Appfyment Dale: ; ig, j856: V 6 " 7 fl TT 398 E. DANIA BEAN BLVD. / DDa DANIA BEAN, R =04 iBPE CERT. N' AEHNIZATIN Na 2957a FL q: FL19715 DATE: 12.11.17 DWG. BY: CHK. BY: LMS HFN SCALE: NTS DWG. #: .wnm In E MAX. D.L.O. HEIGHT 33.50" MAX.O.AFRAME HEIGHT 73" MAX. D.L.O. HEIGHT 33.50" A MAX. O.A FRAME WIDTH 52" MAX. D.L.O. WIDTH 47.69" A B 3 3 „0„ „X, ELEVATION SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 6" MAX. O.C. 3" MAX. FROM CORNERS T 1 _ 6" MAX. 6.2 MAX. O.C. FROM CORNERS I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLATHEADS, 12.50" MAX. O.C. 6.25" MAX. FROM CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW Silver Line byAnWi ri ONE SILVERUNE DRIVE NORTH BRUNSW ICK, M 08902 PH: 800 234-0228 J Z N E Vl Q ao�$�$RS VvV1l1� W N o LL d$ �p Z 0 �mSSAs oZ W Zssd�� ca J N = 4 3 m m tix Y m W a a a t H- s a REMARKS BY DATE 6TH FBC EDITION I LNI 06/14/1' 7 T T � _40 39B E. DANIA BEACH BLYD. � 139 DAWA BEACH, FL ]300i FEPE CENT. Q AUTHORIZATION Na 29578 FL #: FL19715 DATE: 12.11.17 DWG. BY: CHK, BY: LMS HFN SCALE: NTS DWG.#: rwr)nln 1A D 2 EXTERIOR SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEE GLAZING DETAIL, SHEET 1 IVERTICAL SECTION — 1 SEE GLAZING DETAIL, SHEET 1 O J INTERIOR SEE GLAZING DETAIL, SHEET I i JB--� VERTICAL SECTION 3 Silver Line MAndersen ONE SILVERUNE DRIVE NORTH BRUNSWICK, NU 08902 PH: Bm 2334228 Z ug n Zry yy y G25 n Wo G omA oz zsae UU z w Z y 7 W y 2 � m w C, a w H F a 398 E BAN BEACH BLNA 338 DA BFACH, iL 330W E E MT. Oi AUTHOUMTION Nw 29578 FL #: FL19715 DATE: 12.11.17 DWG. BY: CHK. BY: LMS I HFN SCALE: NTS DWG.N: SWD010 SHEET: 3 OF5_ SECTION FOR BLOCK & TACKLE BALANCERS IiY GLAZING AIL SHEET 1 INTERIOR EXTERIOR - D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 UPPER SASH SEE GLAZING INTERIOR DETAIL SHEET 1 EXTERIOR - D.L.O. MAX. FRAME WIDTH p HORIZONTAL SECTION 4 LOWER SASH SECTION FOR SEE GLAZING CONSTANT FORCE DETAIL SHEET I ' 1 -CONSTANT eve [)cam\� '- _I — SEE GLAZING DETAIL SHEET 1 Silver Line brAnderseen ONE SILVERLINE DRIVE NORTH BRUNSINICk W 08902 PH: 800 2304228 u N Z E y 8 In .N_. W a81°9 O� G o3am$a .0 N O U m P g sg 0Z H Zsga'Eu 'z Ina 2 o 0 0 �W 3 a N 2o Em > m m � o � H a a a � � a REMARKS BY DATE 6TH FBC EDITIONI LM 06/I4/V JJ,`ES F i1 0'1,��i 0 7 ONAI V�,%'% 398 E. DA O,A BEAM, R SSW1 BEAM BLw. ]3B FBPE CENT. OF A THOROATIM Na 29578 FL k: FL19715 DATE: 12.11.17 DWG. BY: CHK. BY: LiVIS HFN SCALE: NTS DWG.#: SWD010 SHEET: 4 D MIN. SUBSTRATE EDGE DISTANCE BY OTHERS MIN. EMBEDMENT BOO 1 4" MAX PERIMETER SEALANT / BY OTHERS SHIM SPACE EXTERIOR Nl INTERIOR q VERTICAL SECTION 6 THROUGH FRAME (HEAD) SHIM MAX. SHIM SPACE lR EXTERIOR 1/4" MAX. SHIM SPACE INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR SUBSTRATE BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL MIN. EMBEDMENT g HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) EXTERIOR MIN. EMBEDMENT SUBSTRATE —� r— /—BYOTHERS oZ 2v F Z v1 1/4" MAX. SHIM SPACE EXTERIOR I INTERIOR C HORIZONTAL SECTION 6 NAIL FIN (HEAD) REINFORCEMENT DETAILS 0 83" I I 0 87" 0.34" t= I;I�- 0.13„ 0.71" 1, , I v 0.9" 0.46" 1TERIOR 0.06" 0.87" 0.45" O LOCK RAIL ALUMINUM TOP O ALUMINULTING OCK O . AOMON LIFT RAIL &SASH MIN. EDGE DISTANCE p HORIZONTAL SECTION E VERTICAL SECTION 6 NAIL FIN (JAMB) 6 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 31/21NCH THE DEPICTED LOCATION & 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 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. 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. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 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. 9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS. ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG=0.55 M8 WOOD SCREWPAN 1.5` 0.75' HEAD NAILING FIN 3 THREADS MIN METAL: IB GAUGE SIeDI, 78 TEK SCREW pENETRATION BEYOND 0.60' MIN. Fy = 33N51 METAL #10 PAN HEAD IN IS- 0.75' EXTERIOR CHANNEL WOOD: MIN. SG = 0.55 810 FLAT HEAD IN THE 1 5• 0.75, INTERIOR CHANNEL #10 PAN HEAD IN 3 THREADS MIN EXTERIOR CHANNEL PENETRATION BEYOND 0.50• METAL: III GAUGE Steel, METAL THROUGH FRAME MIN. Fy=33KS1 010 FLAT HEAD IN THE INTERIOR CHANNEL 3 THREADS MIN PENETRATION BEYOND 0.50• METAL CONCRETE: fr-3000PSI 3116' ITW TAPCON 125' 1.75' FLAT HEAD MASO ' "U per ASTM 311fi' ITW TAPDDN 1.25' 1.75' 0 C90 MIN.2000 PSI FLATHEAD Silver Line brAnde`r9Fh ONE SILVERUNE DRIVE NORTH BRUNSWICK, W 08SD2 on�®LDJSTiu `eS F 11 J0777�'i °zee-`�.�•• 7 TT i1 DNAt 398 E. DANIA BEACH ELYD. / 33B DANIA BEACH. R 3 WE CERT. OF AUTHORRANON Na 2957E FL #: FL19715 DATE: 12.11.17 DWG. cHK4Y N SCALE: NTS DWG.#: SWD010 SHEET: OF 5