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Home My WebLink AboutProduct Approval; Single Hung Window• Florida Building Code Online Page 1 of 3 Ft0;40�,0'QPAAT'MaW OF /7 ' onalrbouimi BCIS Home Login User Registration Hot Topic Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links Search R011ad c Product Approval R USER: Public User $R7i,R`rW 'gym ®� Product Aooroval Menu > Product or Aoolicatlon Search > Application List > Aopllcatlon History > Application Detail • !+e ® FL # FL14911-R10 � Application Type Revision Code Version 2017 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) public comment. 05/18/18 Silver Line Building Products Corp. One Silverline Drive North Brunswick, N] 08902 (800) 542-9118 Ext413596 luanne.harris@cornerstone-bb.com ]on Berrian jonberrian@slbp.com .r 0 Py ]on Berrian One Silverline Drive North Brunswick, N] 08902 (732)435-1000 jonberrian@slbp.com REVIEWED FOR CODE COiVIPLIp►NCE Windows ST. WOE rOUN ■ Y Single Hung BOCC Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. , PE-73778 Window and Door Manufacturers Association-QA 08/03/2021 i Locke Bowden P.E. R Validation Checklist Hardcopy Received FL14911 R10 COI COI Silverline SS 2017-06-14.odf Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59 62fDr... 3/24/2021 Honda Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 Date Approved 06/12/2018 Date Revised 08/17/2018 Summary of Products FL # Model, Number or Name Description 14911.1 V1 Series/50 Series (2000) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R10 'II SWD017 SS 2017-10-20.odf 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 Installation Instructions and Product Evaluation FL14911 R10 iAE PER5140 SS 2017-10-20.1)df Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.2 VI Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R10 II SWD018 SS 2017-10-27.odf 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 Installation Instructions and Product Evaluation FL14911 R10'AE PER5141 SS 2017-10-20.odf 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 Approved for use in HVHZ: No FL14911 R10 II SWD019 SS 2017-10-27 odf 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 Installation Instructions and Product Evaluation FL14911 R10 AE PER5142 SS 2017-10-20.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 V1 Series/70 Series (2127) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R10' II SWD049 SS 2018-04-20.odf 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 Installation Instructions and Product Evaluation FL14911 R10! AE PER5485 SS 2018-02-14.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.5 V1 Series/70 Series (2127) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R101 II SWD050 SS 2018-04-20.odf 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 R10` AE PER5486 SS 2018-04-19.pdP Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.6 V1 Series/70 Series (2907/4907) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R16 II SWD020 SS 2017-10-27.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 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 3/24/2021 Florida Building Code Online Page 3 of 3 Other: See Installation Instructions and Product Evaluation I FL14911 R10 AE PER5143 SS 2017-10-27.12df Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Beck FN..tl Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida is an AA/EEO employer. Coovriaht 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 mail to this entity. Instead, contact the office by phoneor by traditional mall. 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: Credit Card Safe .: https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 3/24/2021 SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) (IMPA CT RA TED) (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 • TAS 203-94 • ASTM E33042 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/1.5.2/A440-08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A 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. iX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS 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 REFLECTACTUAL 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 15 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. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. MAX OVERALL SIZE CONFIG. DESIGN MISSILE WIDTH HEIGHT PRESSURE IMPACTRATING 52" 73" O/X +55/-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 S - HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES & REINFORCEMENT DETAILS EXTERIOR STEEL SPACER 1/8" OR 3/32" SETTING BLOCK 43/64" O.A. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS 7/32"STEEL SPACER 0 ANNEALED GLASS 0.09 0.090" SAFLEX PVB INTERIAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS GLAZING DETAIL 1 INTERIOR MIN. GLASS BITE 7/16" 1 OOC CCAI AAIT NOTE: ALL GLAZ CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD 'RESISTANCE. Silver Line byAndi rser( M_ ONE SIWERLINE DRR/E NORTH BRUNSWIM NJ OM2 J zm Z ry H z3 �- w o F 2 oS3a n Z Q¢ Z Q o 0 . �3 �z g W r F- a a � a REMARKS I BY DATE AND 9— NOT BE REPRODOGO IN WHOLE ORP WnN011E WRnTEN [ANN:NTDF [U90WG DROPS,01C AITINGS70S,AOGnONS, AFIEN0N40[OIrRA MAR[ING[TI T DONNENTMENOT PERMRFDAtN rt w igitally sign¢t Flidbsf) jNomm. P.E. eason: I8. 1 i ddA9enl i =*F N.77 .fl S , OF L 39e E Dare BEAOH BLVD. P Ile DAHIA BEAM FL 33004 FHPE MT. OF AUTIOe2AT04 Na 2957a FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWD050 `11 MAX. O.A FRAME WIDTH 52" MAX. D.L.O. WIDTH 47.69" A B 3 3 MA%. D.L.O. HEIGHT33.50" C 4 MAX. O.A FRAME HEIGHT 73" D 4 MAX. D.L.O. X. HEIGHT 33.50" 3" MAX. FROM CORNERS 6" MAX. D.C. 3" MAX. FROM CORNERS -I 6" MAX. 6.25" MAX. -I O.C. FROM I� CORNERS I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLATHEAD 12.50" MAX, O.C. ELEVATION ANCHOR LAYOUT - SINGLE HUNG WINDOW - - _ NAIL FIN -SINGLE HUNG WINDOW - 6.25" MAX. FROM CORNERS L Silver Line MAndecs H i I ON F SILVERLINE DRIVE NORTH BRUNSWIOT. NJ 08902 PH: 800 2344228 '0 Z N w g 9 d ^:' 3 0 C3Ci?a w0 u �mqq= o OZ N3 z < l7 ZSS� ova w z z O Y m$ 3 > = W �y m W f o: a 6 � REMARKS BY DATE S A OF ANCHOR LAYOUT THROUGH FRAME- SINGLE HUNG WINDOW IEIBFE APX- N. IRRIDINGo O NC II 3, G DANIA BEACH BEvu / 3W DANIA BEACH.FL 3W W fT3"E MT. OF AUTHORIZATION Ns 19678 FL #: FL14911 DATE: 01.23.18 SCALE: NTS DWG.#: SWnnSn I SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET 1 (A) VERTICAL SECTION 3 NAIL FIN SEE GLAZING DETA14 SHEET 1 INTERIOR _ SEE GLAZING DETAIL, SHEET 1 rB--� VERTICAL SECTION 3 THRU FRAME Silver Line MAndFmn M" ONE SIWERUNE DRNE NORTH BRUNSWICK. W 09902 PH: 800 336d338 w ILD z U m g N a . p a E O No G rasa oz c- s o03�� m w ED w Z � = K > c Y m n � x m W /aui a F H 2 6 REMARKS BY DATE JU -M SIAO OF V: Eiui-- BULDODROPS. IK 3 85 E. Or aFACX w.w. / 338 OANIA BTAO1, n SRW� E E CERT. OF AUIHOIOURON Na SPAE FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: Swnnrin I SECTION FOR INTERIOR SECTION FOR BLOCK & TACKLE _ SEE GLAZING SEE GLAZING -CONSTANT FORCE BALANCERS DETAILSHEET1 DETAILSHEET1 / BALANCERS \ o / ® Q 0 ®/ \ - i \ 1 / EXTERIOR D.L.O. MAX. FRAME WIDTH �RIZONTAL SECTION (� UPPERSASH SEE GLAZING (DETAIL SHEET 1 INTERIOR - - - - �- - -- EXTERIOR -- - - - -- - -D.L.O. - - MAX. FRAME WIDTH p HORIZONTAL SECTION 4 LOWER SASH SEE GLAZING DETAIL SHEET i Silver Line �Andelsen ONE SI WERUNE DRIVE NORTH BRUNSWICK. NJ 08802 PH: 800 23"228 �n Z N z Um z� e yj y �`. W3 0 G pia w �'ss y 0 OZ C3 N Ea.. zz m Z SQL oo� c wkq wi = z S 3 ? P > co m w F- a a SIATf --,HE�i�Ef/Yo�EIIb!de WC BULDx PLO T elx DROPS me 398 E 0/NIA BFi1CN Elw. 338 T. F QTH0 R 3QN N EE3'E MT. OF w2xa8unON xa 2R1! FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS —G. #: SW D050 SHEET: OF5_ MIN. SUBSTRATE /- EDGE DISTANCE / BY OTHERS / MIN. EMBEDMENT PERIMETER SEALANT 1/4" MAXX7 BY OTHERS SHIM SPACE EXTERIOR @S INTERIOR A VERTICAL SECTION 6 THROUGH FRAME (HEAD) 1/4" MAX. SUBSTRAT M SPACE BY OTHERS\ I\ INTERIOR MIN. EDGE DISTANCE 6 HORIZONTAL SECTION NAIL FIN (JAMB) EXTERIOR 1/4" MAX' MIN. EMBEDMENT SHIM SPACE SUBSTRATE 3 BY OTHERS INTERIOR SCREW IN THE INTERIOR o CHANNEL MIN. EDGE DISTANCE �v SCREW IN THE EXTERIOR Nei Z CHANNEL z PERIMETER SEALANT BY OTHERS EXTERIOR MIN. EMBEDMENT HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) VERTICAL SECTION 6 MEETINGSTILE 1/� AX. SHIM SPACE EXTERIOR Nl INTERIOR HORIZONTAL SECTION 6 NAIL FIN (HEAD) REINFORCEMENT DETAILS 083" � �0.87" I I 0.3 "I �-�0.13" 0.77" INTERIOR 0'9. 0.45" T-I �I I-- 0.46" 0.06" 0.87" O LOCK RAIL ALUMINUM TOP O ALUMINUM LOCK MEETING LUMNUMNG RAIL ALUMO UMW RAIL&SASH 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 t1/2 INCH 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 3/81NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. 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 H3 ON SHEET 1 FOR MORE INFORMATION. 6. 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. S. 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 INSTRUCTIONS, 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 JAMB TRACK, USE FLAT HEAD ANCHORS. ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULErMqIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG=0.55 08 WOOD SCREW 15 0.75 PAN HEAL NAILING FIN METAL: IS GAUGE SIeN, 08 TEK SCREW 3 THREADS MIN MIN. Fy = 33KS1 E1RAMON BEYOND 0.50E METAL 010 PAN HEAD IN 1S 0.75E EXTERIOR CHANNEL WOOD: MIN:SG•0.55- _ _ 010 FLAT HEAD IN THE 15' 0.75E INTERIOR CHANNEL - 010 PAN HEAD IN 3THREADSMW EXTERIOR CHANNEL PENETRATION BEYOND DSO' METAL: 18 GAUGE SIod, METAL MIN. Fy - 33KSI 3 THREADS MIN 0INTERI10 IN THE PENETRATION BEYOND 0.50E INTERIOR INTERIOR CHANNEL METAL THROUGHFRAME 3116E RW TAPCON FLATHEAD IN INTERIOR 1.25E 1.75 CONCRETE r-30ODPSI CHANNEL 3116'ITW TAPCON HEX MEAD IN EXTERIOR 125E 1.75E CHANNEL 3118E LT W TAPCON FLAT HEAD IN INTERIOR 125E 1.75E SONRY: CMU p. A CHANNEL 3116' LTW TAPCON C90 MIN. 2D00 PSI HEX HEAD IN EXTERIOR 125E 1.75E CHANNEL Silver Line byAncWfWfi M' ONE SILVERUNE DRIVE NORTH BRUNSWICK. NI am aGtlmma N ccQm m Dc Q O O K G A UU �Sbg OZ joW Zsss� �3 erg'O oo;> J ui w Z N> 0=W ym rl= N—lY m � p w i a o p F- a um M SIAX OF V 398 E DANIA BEAM BLVD. / 336 DANIA BEACH, R. D NiE HSAL OF AUTNd07ATMN Nw 29576 FL III: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR I HFN SCALE: NITS oWG.R: SwnnSn I