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Home My WebLink AboutProduct Approval; Single Hung Window11/30/2020 Florida Building Code Online -`7'..¢"�y, *�2 7 Nt '�� ,.?u-� �• 3,,3 „ tt �.n r'�_.<Wa x ,,.i..�s£4 Y•5., •7 � 4 ?��-m ?� ;'£" rA bk +.%. ae,�:•��i�L�3.u,�°;.s�..R..�r�f_ a..r '�.�-a�' "',.s''�� _:<sd.4�'�,rrai'txr�'�..e �5 t� f� . " t 1 �� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Cof tact Us BCIS Site Map Links Search b :. F Product Approval P USER: Public User :: r . RECEIVED Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FEB - 3 2021 FL # FL14911-R11 h"aM v" Application Type Revision Permitting Department Code Version 2017 St. Lucle County Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silver Line Building Products Corp. One Siiverline Drive North Brunswick, NJ 08902 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com ]on Berrian jonberrian@slbp.com ]on Berrian REVIEWED FOR One Silverline Drive 2i ®E COMPLIANCE North Brunswick, NJ 0890 (732) 435-1000 ST. L CIE COUNTY ��i com �dJ E®CC Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R11 COI COI Silverline SS 2017-06-14 pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 ®Q 2009 ASTM E1996 ��''"" UU ASTM E330 2002 TAS 201 1994 11/30/2020 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/17/2018 10/14/2018 10/08/2018 10/18/2018 10/25/2020 FL # Model, Number or Name Description 14911.1 V1 Series/50.Series (2000) Single -Hung Window Limits of Use Installation Instructions I Approved for use In HVHZ: No FL14911 Rll II SWD017 SS 2018-10-11.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 I Design Pressure: N/A Evaluation Reports j Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PER5140 SS 2017-10-20.pdf i Report for allowable design pressures, sizes, installation Created by Independent Third Party:'Yes requirements and limits of use. 114911.2 VI Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R11 II SWD018 SS 2018-10-11.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 f! Design Pressure: N/A Evaluation Reports i I Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PER5141 SS 2017-10-20.pdf i Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 — V1 Series/50 Series (2200/2300) Single -Hung Window Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14911 R11 II SWD019 SS 2018-10-11.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 I Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PER5142 SS 2017-10-20.pdf I Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes } requirements and limits of use. ' �14911.4 ---- VS Series/70 Series (2127) Single -Hung Window 'Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R11 II SWD049 SS 2018-10-11.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 I Impact Resistant: No Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 1131 AE PER5485 SS 2018-02-14.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes ! requirements and limits of use. i------- ------ -- 114911.5 Vi Series/70 Series (2127) -- ---._..._— -----------....__.. _ ------............. -....._ Single -Hung Window ---- Win -----_— _ - -__ - -- - L- __ - ------ - - -- - -- - 1 Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL14911 R11 II SWD050 SS 2018-10-11.pd[ Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PER5486 SS 2018-04-19.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. -_.-__.-_ -- __.__ _—..._____..______. ___...----.__..__--.--....,__....__.. _...... ...... _... ___ ........ ... __ ... 114911.6 1 V1 Series/70 Series (2907/4907) 1 Single -Hung Window 11/3012020 Florida Building Code Online Approved for use In HVHZ: No, FL14911 R11 II SWD053 SS 2018-10-11 pdf i 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 4 Design Pressure: N/A Evaluation Reports 4 4 Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PERS884 SS 2018-08-17.pdf i j Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Contact :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 050-487-1824 The State of Florida is an AA/EEO employer. QoQyg9ht 2007-2013 State of Florida.:: Privaa Statement :: Accessibility Statement :: Refund Siatement 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(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: ® rChkc.. Credit Card Safe SILVER LINE BUILDING PRODUCTS CORP. V 1 SERIESM 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 HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201.94 • TAS 202-94 • TAS203.94 • ASTM E33D-02 • ASTM E1886.OS • ASTM E1996-06/09/12 • AAMA/WDMA/CSA101/I.S.2/A440-08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX 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. L 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. L 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 AHI. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: PVC 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. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS. MAX OVERALL SIZE CONFIG. DESIGN MISSILE WIDTH HEIGHT PRESSURE RA IMPACT RATING S2" 73" O/X 455/-60 PSF LMI/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 - ELEVATION & ANCHOR LAYOUTS 3 - VERTICALSECTIONS 4 - HORIZONTAL SECTIONS S - HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES & REINFORCEMENT DETAILS I F EXTERIOR / \ r � I no I STEEL SPACER ` 1/8" OR 3/32" SETTING BLOCK GLAZING DETAIL 1 43/64" OA I.G. LAMINATED GLASS CONSISTING OF: 2/8" ANNEALED GLASS 7/32•STEEL SPACER 3/32" ANNEALED GLASS 0.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS INTERIOR [_ MIN. GLASS BITE 7/16" DOW 99S SEALANT NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 13W GLASS LOAD RESISTANCE. Silver line b7And6Wh ONE SNVERNNE ORIVE MOWN BRMWWA NJ=907 Z ^ N ry �3 0� $as 1 i ^ zh3a��a_ �G ~Z L9 oaa �l7 2W SUN 3 n W ? �x > W y m m W 6 r a REMARKS I BY I DATE SA OFV�11 Oall IDP'.•'• k/� NOWT RE N. 73M Soe ON7oR 3 / as FBPE COIL OF AUTREat YM Nn =7a FL q: FL14911 DATE: 01.23.18 DWGHR c"KHFN SCALE: NTS Dwa#: SWD050 SHEET: u OF 5 . I MAX. CIA FRAME WIDTH 52" MAX. D.LO. WIDTH 47.69" 3 3 MAX. D.L.O. "O" IEIGHT33.50" C 11 FRAME R 73" D MAX. D.L.O. 4 HEIGHTI 33.50" 1 le ELEVATION SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 6" MAX. _ O.C. 3" MAX. FROM CORNERS t 6" MAX. 6.25" MAX. O.C. FROM CORNERS I I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLAT HEAD L 12.SW MAX O.C. 6.25" MAX. FROM CORNERS T ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW ANCHOR LAYOUT THROUGH FRAME- SINGLE HUNG WINDOW Silver Line" DvAnde`rsen m, ONE SUVERUNE ORNE NORTH BRUNSYRM W OM PHH::1 (ml LU4228 � N g VI w S d S QoLa�=3= o_z 13 �Z o a 51 ' 1 I SlAXVFy jr sse E. ouu eua OL n sTe oAwA Buat rM MT. O/ AUIRMUIION N. MM FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK BY: HR I HFN : NTS OwG.#: SWD050 SHEET: 2 1 SEE GLAZING DETAIL, SHEET 1 INTERIOR r SEE GLAZING DETAIL, SHEET 1 VERTICAL SECTION $ NAIL FIN SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEE GLAZING DETAIL, SHEET 1 rB--,\ VERTICAL SECTION 3 THRU FRWff SilverLine bMdM;dh ONE SKVERM DRIVE NORTH SRUNSWKK, NJ OM2 1 Q ry Z G in tes C5 Q) L7�m?s- W a DO � O 2 tii f a W 6 * ot: � vV "S A OF ; 0: :.�.O I'D Wes. FM a". OF EMWARQT Ne ame FL H: FL14911 DATE: 01.23.18 SCALE: NTS DWG.#: SWD050 SHEET: 3 SECTION FOR INTERIOR BLOCK & TACKLE SEE GLAZING BALANCERS _ \ DETAIL SHEET 1 / EXTERIOR D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 UPPER SASH SECTION FOR SEE GLAZING CONSTANT FORCE DETAIL SHEET I A,!, BALANCERS i 11J� Silver Line AAnckiseh LIJ ONESRVERUNEORNE NORTH BRUNSWA M OM W 23N228 toF 2N y �na �o w�m� oz a 6 � W x m O } W Iii a a H W F` 6 iRONTK a[W P[NINnO[iNFD SEE GLAZING SEE GLAZING ENcumRa..xoann+N.unE DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 [� SA OF r� EXTERIOR top.— • D.L.O. ROI00► P No 7J7TR 30 E. OAIRRO �� M / 333 IL MAX. FRAME WIDTH NK CW.. OF AUOt MO N ft 207e FL R: HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 I SCALE: NTS DWG. It: SWnnC;n 4 l MIN. SUBSTRATE EDGE DISTANCE FBY OTHERS MIN. EMBEDMENT A SEALANT —� 1/4" MAX i 8Y OTHERS SHIMS; HIM SPACE EXTERIOR INTERIOR VERTICAL SECTION THROUGH FRAME (HEAD) 1/4" MAX. SUBSTRA SPACE BY OTHERS INTERIOR WEXTERIOR i z i EXTERIOR i/4" MAX. SHIM SPACE /1 INTERIOR PERIMETER SEALANT, BY OTHERS EXTERIOR BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL MIN. EMBEDMENT rB--,\ HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) MIN. EMBEDMENT SUBSTRATE --j r-- BY OTHERS � U W 121..... Z N �o 1/4" MAX. SHIM SPACE EXTERIOR ItFINTMER11011 C HORIZONTAL SECTION 6 NAIL FIN (HEAD) REINFORCEMENT DETAILS 0.87" 0.34" "� 0.83 -ri I �I -0.13" 0.77" 0.9" INTERIOR T 1 �1 T—I — 0.46" ' : ! 0.06" 0.87" Il 0.45" LOCK RAIL O ALUMINUM TOP LUMNUMDP O ALUMINUM ALOCK MEETING LUMNMING RAIL O ALUMINUM LIFT RAIL &SASH MIN. EDGE DISTANCE D HORIZONTAL SECTION E VERTICAL SECTION 6 NAIL FIN (JAMB) 6 MEETING STILE TALUITION NOTES: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. • THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/2INCHTHE 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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 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 #3 ON SHEET 1 FOR MORE INFORMATION. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT COATING. 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. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITHANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. . FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK, USE FLATHEAD ANCHORS. 1 ANCHOR SCHEDULE ANCHORSCHEOULE MIN EMBEDMENT MIN. EDGE DISTANCE OD: MIN. SG=056 98 µHER SCREW 15• 0.7S' 7ODSUBSTRATE AL: 18 GAUGE SIe"I, NSTEKSCREW S THREADS MIN MM. Fy 73K51 PENETRATION BEYOND 0.50• METAL AM PAN HEAD IN EXTERIOR CHANNEL t v 0.75 WOOD: MIN. SO -OM HO FLAT HEAD INTHE 1.S 0.75• INTERIORCHANNLI A10PANHEADIN 3THREADS MIN EXTERIOR CHANNEL PENETRATION BEYOND Etw THROUGHF AL: 18 GAUGE StTml METAL:AL:FY,3310 METAL 7THREAOS M[N • HO FIAT HEAD IN THE INTERIOR CHANNEL PENETRATION BEYOND O50' METAL CONCRETE: Tr-3000PS1 3HC 17W TAPCON 125, 1.75 FLATHEAD MASONRY; CMu I» DUNS' (I W TAPCM 1.$' 1.75 coo MW.2W0 PS1 FLATHEAD D Silver Line �rMdersefi ONE SRVERUNE DRIVE NORTH BRUNSW ICIL NJ 03902 L) o ?�WW zf 0WI�g vjGa s O z� CH WF6,z Woq�tg! oz 1=w zI3Y1 W 1D QFyQF g GO a W 1"' 6 I 'o � SIAA OF V� � BFIGL FLOW. TBPE O02T. W AUTIN RATNIN No 30578 FL #: FL14911 DATE: 01.23.18 SCALE: N IN DWG.#: SWD050 I