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HomeMy WebLinkAboutProduct Approval - patio door ` r Florida Building Code Online Pagel of 2 BCIS Home Log In User Registration 11 Hot Topics'I Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Links Search i R&d a g Product Approval USER:Public User . Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL20101-R3 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Ls Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive 216I zI North Brunswick,N]08902 (800)542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com f0'�C����� �CE Technical Representative Luanne Harris y+ov)f Go G® � Address/Phone/Email One Silverline Drive b�AA North Brunswick,N)08902 1 (800)542-9118 Ext 413S96 ��■ r �+(� luanne.harris@cornerstone-bb.com (A�6.Ac Quality Assurance Representative Address/Phone/Email Category Exterior Doors File COPY Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Window and Door Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/18/2020 Date Validated 12/22/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs S Y4JywRcv%... 2/5/2021 Florida Building Code Online Page 2 of 2 Date Approved 01/01/2021 t Summary of Products FL# Model,Number or Name Description 20101.1 Series 5500/5700-Model Sliding Patio Door 5502HV/5702HV Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20101 R3 C CAC 5502HV-5702HV CCLs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/07/2026 Design Pressure:+50/-50 Installation Instructions Other:See Installation Instructions,SWD003,and Product FL20101 R3 II SWD003 SS 2020-12-17.Ddf Evaluation Report,for installation requirements and limits of Verified By: Hermes F. Norero,P.E.Florida P.E.73778 use. Created by Independent Third Party:Yes Evaluation Reports FL20101 R3 AE PER7301 SS 2020-12-17.Ddf Created by Independent Third Party:Yes N-7 FEE, 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 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. I Product Approval Approval Accepts: PER Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRev%... 2/5/2021 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND AMERICAN CRAFTSMAN WINDOWS DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 SILVER LINE BUILDING PRODUCTS U W -N V1 SERIES/50 SERIES GLIDING N z zDo PATIO DOOR (5502HV/5702HV) N SQ GENERAL NOTES: (HVHZ) (NON—IMPACT) uz z Zg O 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND O 0 i MAX OVERALL SIZE n-a MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA CONING. DESIGN MISSILE t7 M CC u BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN WIDTH HEIGHT PRESSURE IMPACT RATING w o W m EVALUATED ACCORDING TO THE FOLLOWING: s J Z . o 0 • AAMA/WDMA/CSA101/LS.2/A440-11 715/8" 793/4" OX +501-501 NON-IMPACT oW ZO N • TAS 202-94 w 7A Z D O 2. ADEQUACY OF THE EXISTING STRUCTURAL w o CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS TABLE OF CONTENTS _ A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF > WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS SHEET SHEET DESCRIPTION J TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER 1 GENERAL NOTES&GLAZING DETAILS r~-- z OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 2 ELEVATION&ANCHOR LAYOUT Iii ~ on N Do 3 VERTICAL SECTIONS l— On Z y= U z 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND o m u ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 4 HORIZONTAL SECTIONS 00' STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 5 INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ,Y%%J 1111111" FOR THE PROJECT OF INSTALLATION. �% /i �' O 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 3/4"O.A.INSULATED GLASS q` ` 'S•. �s�i AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC N 7 7 O SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED t C ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC S A OF 0 r r DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ ,� O IQp k/�a AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE \ OBTAINED FROM MIAMI-DADE RER OR AHJ. EXTERIOR INTERIOR. \ / MIN.GLASS r�7N1n1LT11� 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS I I 73778 r BITE 1/2" HERMESF.NOBERO PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. I FLOWDERACH s. OM.S 1 Doe E.oanw BEACH eLvo.,sre.aDe \ DAHw BEACH,FL 00404 6. FRAME MATERIAL:PVC GLAZING NOTES: D / FBPECERT IR.OFAHORVA DNNO.­74 • GLASS THICKNESS AND TYPE SHALL BUILDING DROPS,INC. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E130D COMPLY WITH ASTM E-1300 GLASS _ 398 E.DANK EACH BWD.,p338 CHARTS REQUIREMENT. _ DAMA BFACH,FL 33DD4 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAIL. . CHARTSSS RE UIREMHALL NT. WITH 3/32"SETTING BLOCK TREMCD 30-DGI3 PH:t954)399-8478 FX:(954)744-4738 FBC SAFETY GLAZING HOT M ELT FL)#: REQUIREMENTS. GLAZING DETAIL 1 201.01 DWG k: Digitally signed by Hermes F Norero S W D003 Reason:I am approving this document Dale:2020.12.1718:45:49-05'00' SHEET: OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ.08902 PH:(888)741-0354 F O U W N CL Q O O CV Z O _ z m J N 2 > 25. 0 a0 MAX.FRAME L9 S z .WIDTH715/8" - Z O e CORNERS TYP. a A B MAX.DLO. 18"MAX. 6"MAX. a u 3 3 WIDTH 31" O C �-� -� FROM w i8 m � . �z o o, 0 W Q z O O O N D E ; z0' 4 4 w ccF A C w O W MAX.FRAME. 4 4 "O" "X" N _ HEIGHT793/4" + > k MAX.DLO. ee 18"MAX. E .. C) HEIGHT73" B O.C. HI Z Q 410 W ~ m vl m Zcn In Q Z o == u Z Om a Ln NJ 6"MAX. T ,``,`V�lll'llIN//T,'' . FROM J - O CORNERSTYP. - ` ;•'"t'• �i® ELEVATION ANCHOR LAYOUT N i �o SLIDING GLASS DOOR THROUGH FRAME �, e INTERIOR VIEW + ' S A' OF �' t !'�ss�irn('Ln N`��``� HENMEB F.NOHERD FWRIDA P.E.NO.73778 398 E DANIA BEACH BLVD.,STE 338 OANIABEACH,FL33UPC FBPE CERT.OF AUTHORPATION NO.PP878 pp BUILDING DROPS,INC. q,qp 398 E.DANIA BEACH BLVD.,#338 U DANIABFACH,11-330M .- PH:(954)399-8478 FX:(954)7444738 FLk: 20101 DWG N: SWD003 SHEET: 2 OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE FEIMOMnon ❑ NORTPH:(B 8)`741-0354ICK,NI 890Z U � � O W N FIXED HEAD REINF. FIXED HEAD REINF. a Q GALVANIZED STEEL GALVANIZEDSTEEL g ❑ ri Z O = 2 SEE GLAZING SEE GLAZING > 2 DETAIL,SHEET 1 DETAIL,SHEET 1 p a z O C3 z LD O w U U C U Ca w ❑ N Lwil V Z O N rt w N Z /\1 > O O W w 1 S H S > o Z o EXTERIOR INTERIOR o w EXTERIOR INTERIOR F �= n = O Z Q DO m 15' Jaa Q o Z _= U Z ❑ L'EI 3 J U N. o ❑ "%%111 fill,, os N .77' SEE GLAZING SEE GLAZING DETAIL,SHEET 1 DETAIL,SHEET 1 S A OF o \ / N ` HENNES F.NORERO FIXED SILL REINF. FIXED SILL REINF. uF E.DANA BEACH BLVD.STE.333 GALVANIZED STEEL {� GALVANIZED STEEL {� DANA BEACH.FL]304E )IlfJl (I(JIJ FBPE CERT.OFA OR IOONNO.- y� BUILDINGDROPS,INC. qqy 398 E.DANIA BEACH BLVD,R33B U DANIA BFA[N,FL33W7 PH:(954)399-9478 FX:(9S4)744-4738 q VERTICAL SECTION g VERTICAL SECTION FL": 20101 3 NO FLANGE 3 WITH OPTIONAL ACCESORY FLANGE DWG N: SWD003 SHEET: 3 OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS SEE GLAZING DETAIL,SHEET 1 ONE SILVERLINE DRIVE NORTH BRUNSWICK,N108902 i— INTERIOR PH:(889)741-0354 SEE GLAZING ❑ _ DETAIL,SHEET 1 ❑ F ry INTERIOR o </ a Qo \o _ �D z \ INTERLOCK SEE GLAZING 0 l z m REINFORCING DETAIL,SHEET 1 N -' / \ GALVANIZED STEEL > x ❑ EXTERIOR SEE GLAZING EXTERIOR O DETAIL,SHEET 1 Z z OZ _IS _ D.L.O. D.L.O. G u O.A. u m UNIT w w WIDTH w O 0 ry o¢ 0 ry A HORIZONTAL SECTION g HORIZONTAL SECTION HORIZONTAL SECTION ' ° © q NO FLANGE q q NO FLANGE T w HI ° Q F- Z Y Q o Z _= U Z 0 c+i ...I u of O O o SEE GLAZING tE DETAIL,SHEET 1INTERIOR � , � ES ioN .77SEE GLAZS A OFDETAIL,SHE T�S .. EXTERIOR /'''ZsJl0I/L 1Il�N S, % HERMESF.NORERO D.L.O. D.L.O. FIAWDA P.ENO.TJTTB JPB E OAIIW BEACH BLVO0 BTE]J! OAJJOOC O.A. FBPE LEflT.OFOF AUTHGUTMO R RIUITION UNIT � BUILDING DROPS,INC WIDTH 398 E.DANIA BEACH BLVD.,4338 UU DANIA BEACH,FL 33004 PH:(954)399-8478 F%:(954)744-0738 HORIZONTAL SECTION HORIZONTAL SECTION IF ZO1 O1 q WITH OPTIONAL ACCESORY FLANGE q WITH OPTIONAL ACCESORY FLANGE DWG a: SWD003 SHEET: 4 OF 5 AMERICAN CRAFTSMAN WINDOWS MIN.EDGE DISTANCE - MIN.EDGE SILVER LINE WINDOWS AND DISTANCE SUBSTRATE BY OTHERS ONE SILVERLINE DRIVE SUBSTRATE BY OTHERS NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 MIN.EMB. MIN.EMB. I I II II w N ¢ ¢ o ❑oLS�Qo JAM BS SIMILAR DEE ((``71 ❑oLJ z 'H -01 �oa SIMILAR DETAILS ❑ol���o z D, 1/4"MAX: 1/4"MAX. u > _ SHIM SPACE SHIM SPACE N m x"J Fa- EXTERIOR � u INTERIOR EXTERIOR " INTERIOR 0 0 a� A ANCHOR DETAIL g ANCHOR DETAIL Z 2? a 5 THROUGH FRAME WITHOUT FLANGE(HEAD) 5 THROUGH FRAME WITH FLANGE(HEAD) CC U w Z w m z Z 0 0 w o Z o n 0 N EXTERIOR YI INTERIOR a `1 p 5; F 1/4"MAX. u' r SHIM SPACE Q�000 ❑Q°�0 11 ' K o a � z INSTALLATION NOTES: m MIN.EMB. ui Z 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEET 2. Q o Q u._ Z 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.• SUBSTRATE BY OTHERS ' 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH THE DEPICTED LOCATION MIN.EDGE ,`,1111I I Il1111 &SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES DISTANCE ♦t�, '. O,'���i ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.' ` •,.•�•- �is 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE / �- 1 ANCHOR DETAIL _� ni 7 • �� SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE C - THROUGH FRAME(SILL) CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 7 `• A Gt S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY S •OF USED(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING O IQP%•• HOST SUBSTRATE.SEE GENERAL.NOTE#3 ON SHEET 1 FOR MORE INFORMATION. 6. MINIMUM EMBEDMENT AND EDGE,DISTANCE.EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 1�1f 111�?�`,`` STUCCO,FOAM,BRICK VENEER,AND SIDING. ANCHOR SCHEDULE - HE ES F.NONEND METHOD SUBSTRATE - ANCHOR SCHEDULE MIN EMBEDMENT MIN,EDGE FLORIDA P.E.NO.78778 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT - DSTANCE 398 E.DANIA BEACH BLVD.,STE.888 DANIA BEACH,FL 33— MATERIAL OR HAVE A CORROSION RESISTANT COATING. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5" 0.75' FBPE CENT.OF AUTHOAQATION NO.-TB PS,IN 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR METAL:18 GAUGE 3 THREADS MIN �398BUI E.'DAPIS IABEACH B 414 TEK SCREW PENETRATION BEYOND 0.75° LEI 398KBEAH,EL 33BLV0.,A338 ' JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OFBLOCK OR EDGE OF MORTAR JOINT INTO FACE � Steel,MIN.Fy=33K51 METAL- DANIA BEACH,FL 33WA SHELL OF BLOCK. THROUGHFRAME - _ PH:(954)399-R478 FX:(954)744-4738 CONCRETE: 1/4'.ITW TAPCON 1.75" 2.5° 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S Fc=3000PSI FL#: O-�O INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS MASONRY:CMU per THAN THE.MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. ASTM C90MIN.2000 1/4'ITW TAPCON 1.75° 2.5° PSI c DWG#: 10. SILL SHALL BE SET INA BED OFSILICONE: WD0O3 SHEET: 5 OF 5.