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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 BCIS Home i Log In User Registration ! Hot Topics Submit Surcharge ! Stats&Facts j Publications Contact Us i.BCIS Site Map I Links Search F'olid'a pr Product Approval USER:Public User RECEIVED Product Approval Menu>product or AnDlIcation Search>Application List>Applicatlon Detail FL# FL19715-R4 MAY 01 2019 Application Type Revision Code Version 2017 ST. Lucie County, Permitting Application Status Approved Comments Archived p C AFEIRL Py Product Manufacturer Silver Line BFo - r 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 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden P.E. i Validation Checklist-Hardcopy Received Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14 odf 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 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuE.. 4/30/2019 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/29/2017 Date Approved 02/13/2018 Summary of Products 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.Ddf 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.Ddf 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 11 SWD012 SS 2017-12-15.Ddf 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.Ddf 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 2017-12-18.1)df 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.Ddf 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.Ddf 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,Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes Back Next 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 Statement::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 mall 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 hem. Product Approval Accepts: Credit Card 9 Safe' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGuE.. 4/30/2019 Silver Line SILVER LINE BUILDING PRODUCTS ' ` EO' V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERLINE DRIVE NORTH BRUNSWICK,N108902 (I MPA C T RA TED) PH:800 234-0228 NN D3M 0Q � P �} �3 00 oaam$ . No FZ mm3a,Sa Oz 5� zss6g GENERAL NOTES: w z w J"I 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE DESIGN MISSILE TABLE OF CONTENTS ti= mm MANUFACTURED TO COMPLY WITH THE 6TH EDITION CONFIG. PRESSURE > w WIDTH HEIGHT IMPACTRATING SHEET REVISION SHEET DESCRIPTION FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS � < y� BEEN EVALUATED ACCORDING TO THE FOLLOWING: ui • TAS 201-94 52" 73• CIA +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL a • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS • TAS 203-94 REMARKS BY I DATE • ASTM E330-02 3 - VERTICAL SECTIONS • ASTM E1886.OS 6TH FDC EDmON LM 06/14/17 • ASTM E1996.06/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/I.S.2/A44D-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING r AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AHDsuuxmfiEKvaoouaDawHa2 DAPARr WITHSTANDING AND TRANSFERRING APPLIED PRODUCTnownsrtnwoomo> icniwnnna,onoIHER LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE FnADD nOTH6DO OMNIA OTPEN.—DAHD Hv uD DQ uTroH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Digitally signed b 9r�q�s F.Norero,P.E 43/64"O.A.I.G.LAMINATED GLASS Reason:I api;tD idg GM1ltJAflLment Date:2 wHq 855: 5ltlybb�� 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: � G•' �i� ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR 1/8"ANNEALED GLASS `��� FURTHER DETAILS OF BUCK INSTALLATION. 7/32"STEEL SPACER 0 0 ANNEALED GLASS 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.09 0.090"SAFLEX PVB INTERLAYER BY / GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS :•�T T Lu TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ' 0 ( OP•: l(, € A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE ���'n •.,,• ��%� SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �i��S'9 ��G � NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT EXTERIOR / \ INTERIOR /1,/0 %%%% AP ROVALTO BE OBTAINED FROM MIAMI-DADE RER OR r \I RD3am4l plAEftA.P.E AHJ. FlM6DA P.B.NP 73776 BU1D010 DROPS,INC 3D6 CW MACH BLVD. 336 2 S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED DAIM�•FL& E ON THIS PRODUCT IN AREAS REQUIRING IMPAR \ FHPE DERT.OF AUTHORIZATION N.2P370 STEEL SPACER MIN.GLASS F L 19 715 RESISTANCE. FL If: 6. WINDOW FRAME MATERIAL:PVC 1/8"OR 3/32" BITE 7/16" SETTING BLOCK 7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT .DATE: 12.11.17 COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DWG.BY: CHK.BY: OR SHALL BE OFA DURABLESPECIES AS DEFINED IN CHAPTER 23. GLAZING DETAIL LMS HFN SCALE: NTS 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE: GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD011 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: B CURRENT FBC AND-ASTM E 1300 GLASS LOAD RESISTANCE. OF 5 Silver Line byAncWtWfi "s R ONE SILVERUNE DRWE NORTH BRUNSWICK,NJ 08902 PH:800 2344228 MAX.O.A FRAME z WIDTH 52" MAX.D.L.O. w` o 0 WIDTH 47.69" w 3 - _ 3"MAX. 6"MAX. 6.25"MAX. Ino z l7 m m P a A B FROM O.C. FROM o z ¢0 z s� 3 3 CORNERS CORNERS I uw�i 3 Z '�$ 3 a Z 0 7 gj NOTE: _ w ALL FASTENERS ABOVE THE MEETING RAIL IN J a a D THE INTERIOR JAMB 4 D.L.O. "O" 6"MAX. TRACK MUST BE FLAT HEAD ~ a MAX. D.C.HEIGHT 33.50" C I REMARKS BY DATE 4 •J—• 6TH FBC EDNION LM 06/14/17 12.50"MAX. O.C. MAX.O.A FRAME HEIGHT73" T NDDDwM FBU1=N EN KTHEPM1DP DM1DP;LN T ANDSN.VI.NOTBE IRPA00V®LYWNDILORPARf WDxOUf WRf1FN EONEENTOF 8Dp1NNG DM1Di5,V1G RLTFAATIDNS,RDDRIO NS,HHppIGHTIN D,Op ODiEp MANDNCSTO TNS OOCUMENf ME NOT PERMfffEO NNO INVpIIDNTF RCEIrtiFIGTI N .D.L.O. W. 3"MAX. 6.25"MAX. HEIGHT 33.50" FROM FROM ,��111111t!!/ CORNERS CORNERS �� �$F.•JYO!l��iG s 7 "' ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT = o t T oP•:'�u � . SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW �'�i ass/ONA� �! LP b I� X�73M SMMO DROPS. IC�� 9 3°o,WA�BENW FFIO2LT064 37E E FBPE OW..OF AUTHa MON Na.29570 FL#: FL19715 DATE: 12.11.17 DWG.L BMYS cHKHFN 5 SCALE: NTS DWG.#: SWD011 SHEET: OF 5 Silver Line ON1B' E SILVERLINE DRIVE 0 NOUN BRUNSWICK,N1089DZ PH:(8001 7344718 \ \ Z 9 1 1 L7 n W @E Z N VI F 5 G o� � E o �13 cpm aa' SEE GLAZING SEE GLAZING s DETAIL,SHEET 1 DETAIL,SHEET 1 Ci p N: > T in -I J 2 m O p 7 p w a a t ac H n REMARKS BY DATE F 6TH FBC EDMON LM 06/14/17 EXTERIOR INTERIOR EXTERIOR INTERIOR IpNO SRALLxor RE REPRONMOU:oRfARI x5G WIIIpUT WRRiENmHTEMOF Of&AIDING OROm WG Q �DflUTpIS,A0DDI0NS,lOCdO16N11x0.OROIHER MNIWNGSIOiHISDDL11MIXf ME NOf VFRAKIIEOAND INVAIIDA OU CFRfIFIG 111111ift"I .0 7 *� SEE GLAZING SEE GLAZING -n T T DETAIL,SHEET 1 DETAIL,SHEET 1 ��p�•� ( pP,G�/4�`� NAI FWRIDA P.h ND R77E 5 598 E or�uA D�me % .W ]]B A DANIA BEACH.I 'E iHPE MUM OF AUTH01<QA1H1N N.795711 FL#: FL19715 � DATE: 12.11.17 DWG.BY: CHK.BY: LMS I HFN SCALE: NTS DWG.#: SWD011 VERTICAL SECTIONg�VERTICAL SECTION SHEET: 3 3 OF 5 Silver Line IbA22arrWn- EB" ONE SILVERLINE DRIVE NORTH BRUNSWIM NJ 08902 PH:800 23"228 SECTU BLOCK&IOTACKOLE SEE GLAZING INTERIOR SECTION FOR n g SEE GLAZING CONSTANT FORCE Z-�.`+ z a e BALANCERS DETAIL SHEET 1 DETAIL SHEET 1 /oma BALANCERS ^„= E $ w 3 cc - n 0 0 O 0/ —�,( J 1 �,a a (D \ OZ z i' Is 0 0 l7J d 3 2Z ¢ 5m w� O_ �EL \ EXTERIOR > W i a a D.L.D. P s P a REMARKS JJDATEMAX.FRAME WIDTH BTHFDCEDITION HORIZONTAL SECTION 4 FIXED JAMB 11TH BNNlx73BF P NSEM®Ix M NG DOR,INCWITXOIIFWIM mNSENf OFBUIIDINGON N IM—M. NIGgIGHiIN G.OR OMFR SEE GLAZING SEE GLAZING NUImxDsroTX¢oowmvrtlwETmrEunxo INVAOD� OM CTRl1fi(A N CIETAILSHEET 1 INTERIOR DETAIL SHEET 17\ � 1 � e e � 1 ��,Z�Q�• •7•�'Po': 5 ��;• T T �: EXTERIOR E D.L.O. PDRICA xt 41 Gldd�b.1 vs` OIJU 2G DROPS INC S99 E DANA B F BLID./W MAX.FRAME WIDTH FBPE CERT. A�UFMIU 2 xa 29573 FL#: HORIZONTAL SECTION FL19715 4 FIXED JAMB DATE: 12.11.17 DWG.BY: CHK.BY: LMS I HFN SCALE: NTS DWG.a: SWD011 SHEET: OF 5 1/4"MAX. MIN. SUBSTRATE MIN.EMBEDMENT SHIM SPACE SUBSTRATE SUBSTRATE Silver Line EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS --y BY OTHERS h•AncWf-sFi o SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT L7 V ONE SILWRLINE DRNE m/n/ SCREW IN THE EXTERIOR ,-„Z NORTH RRUNSWIMW03302 CHANNEL a PH:Bm 23"228 V////A Z I-n PERIMETER SEALANT oo -� 1/4"MAX PERIMETERSEALANT o Z E BY OTHERS SHIM SPACE BY OTHERS 1/4"MAX. Z N U m E SHIM SPACE sn N ya a Q e EXTERIOR MIN. O a EXTERIOR INTERIOR EMBEDMENT EXTERIORP77 INTERIOR w 0 o z m S w0 Fzz 059-SSs 6 VERTICAL SECTION � HORIZONTAL SECTION � HORIZONTAL SECTION cK mss„ o��dg THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) w'D <a o �� 'c IN 5 OEM DO 1/4"MAX. REINFORCEMENT DETAILS > 0 W o a SUBSTRAT HIM SPACE 0.34" BY OTHERS I L 6 0.63" 0.87" ~ F INTERIOR 2 �---� 1 �� I0.13" REMARKS EQ acEDmON BY.DA/E7 W 0.77" „4 " T I �1 I�0.46„ r= a INTERIOR T'-'SJ� t 0.06" 0.87" w EXTERIOR 1 0.45 m z 1 TOP LOCK MEETING RAIL BOTTOM FT RAIL&SASH ALUMINUMALUMNMALUMIMMISH-NU xmRN°ro�0w0INo "O , EXTERIOR uTDulnns.Appmoxs,Hcxnxo.ox owsR MAROnrs ro nus oavmLxrr,ue n or vsArosseu Ano MIN.EDGE n DISTANCE �LllllJJl HORIZONTAL SECTIONVERTI CAL SECTION o�''' a 6 NAIL FIN(JAMB) 6 MEETING STILE �`�lv� ••• ;�.p��� INSTALLATION NOTES: ANCHOR SCHEDULE 7 METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. _ DISTANCE �_"D T T Q' WOOD:MIN.SG=0.S5 Ne WOOD SCREW CR7S •'� ~ F 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PAN HEAD 0.75 ��O,�•.• ( P, •=�C/`� PRODUCT INSTALLATION OFTHEMAXIMUM SIZE LISTED. NAILING FIN METAL: 18GAUGSSl-1, RSTEKSCREW P�HREADSMINAON EYONO 0.50• A1-E�G*Nl`�`` 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF f1/2 INCH THE DEPICTED LOCATION& METAL W �1%%% SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE N10 PAN HEAD IN FLORIDA PZ N.737Te NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTOTHE NEXT. EXTERIOR CHANNEL 1.6• 0.75 Bw2810 DROPS we ]B6 E DA BF.AW 8L OAHU BEACH,FL.SSOOf 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM WOOD:MIN.sc=oss R3r CERT.OF AUTHORIZATION Ham N10 FLAT HEAD IN THE STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL I.S. 0.75 FL a: OF HIGH DENSITY PLASTIC OR BETTER. C n C J S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, 010 PAN HEAD IN 3 THREADS MIN F 7 EXTERIOR CHANNEL PENETRATION BEY OND O.w FOAM,BRICK VENEER,AND SIDING. METAL:IB GAUGE Stem, METAL DATE: 12•],1.17 THROUGH FRAME MIN.Fy=33KSI 3 THREADS MIN N1TEFJOR CHANNEL DWG.BY: `H I-IFN 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR INTERIOR CHANNEL PENETRATION BEYOND Oso• LM HAVE A CORROSION RESISTANT COATING. METAL 7. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. CONCRETE:rc3000PSI 3n6•m FLAT HH CoN 12s 175 SCALE: NTS Z' EM EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.q: S W D011 L" 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU per ASTM 3NGnWTAPCON 126• 176• SHEET: INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM CRO MIN.2000 PSI FLAT HEAD STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 a