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HomeMy WebLinkAboutProduct Approval-FL14998-R4 iC '+#'4'`f ,,�v'#yxkpR?�'' x i f Y''�`''�`, w` ',. f y `y r47, •#,'i<iy L �`•,e,t 1 e Y r. r .,;' t ° R • r x't '4. 'a s� F x.S -Al.; °r '. .=). ,gny r m t qd 3 ka lei... et ..atm l^nJ�r. "f -2 � � �a,cx.,`. - 'r r9. _ Irri *A r,-'t,�'' ..t„G' oit i..�.p ,.a SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search I Floridatt�rProduct' Approval v� ''°I USER:Public User r. Product Approval Menu>Product or Application Search>Application List>Application Detail ivi,;0411,00;&41.4 FL# FL14998-R4 I s tr.0 r' €x.. u 7 elf =.7 r» ^r *, Application Type Revision- V �., t 11 �z i i, ','''.:1 PI I }. Code Version 2017 ?,t: 4�} (,;,:k erit Application Status Approved 0 C T �i�Co :80:, mments Q. n—i Archived f " e ' 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 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,RE. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA I Quality Assurance Contract Expiration Date 08/03/2021 I Validated By Locke Bowden P.E. I A Validation Checklist-Hardcopy Received Certificate of Independence FL14998 R4_COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Yearof Standard)) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/19/2018 Date Validated 06/20/2018 Date Pending FBC Approval 06/24/2018 Date Approved 08/15/2018 Summary of Products FL# Model,Number or Name Description 14998.1 V1 Series/50 Series(5500/5700) Gliding Patio Door • Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R4 II SWD037 SS 2018-06-19.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 Installation Instructions and Product Evaluation FL14998 R4 AE_PER5211 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14998.2 V3 Series/70 Series(5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R4 II SWD038 SS 2017-10-20.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 Installation Instructions and Product Evaluation FL14998 R4 AE PER5214 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 1. 14998.3 V3 Series/70 Series(5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R4 II SWD039 SS 2017-10-20.pdf 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 FL14998 R4 AE_PER5212 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14998.4 V3 Series/70 Series(5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14998 R4 li_SWD040 SS 2017-10-20.pdf 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 FL14998 R4 AE PER5213 SS 2017-10-27.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements-and limits_of use_ 14998.5 V3 Series/70 Series(5800) Gliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14998 R4 II_SWD041 SS 2017-10-20.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 Installation Instructions and Product Evaluation FL14998 R4 AE_PER5215 SS 2017-10-27.pdf li Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. Silver Line e SILVER LINE WJ.N_DOWS AND DOORS V3 SERIES/70 SERIES * I, ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08502 GLIDING PATIO DOORS (5800) PH:1800)2364228 Lia l a w s z o -gs. 0 TABLE OF CONTENTS \CIcD Z 1 §1 GENERAL NOTES: W 0 oa O d 6' SHEET REVISION SHEET DESCRIPTION C Q , j ci 2. THE PRODUCT SHOWN HEREIN IS DESIGNED AND - -- - - - - -- - - - - - - W a MANUFACTURED TO COMPLY WITH THE CURRENT EDITION 1 - GENERAL NOTES&GLAZING DETAILS h l7 Z gr", m FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS T 2 5 W 2 ELEVATIONS&ANCHOR LAYOUTS O BEEN EVALUATED ACCORDING TO THE FOLLOWING: Z' `.1 <€3 • AAMA/WDMA/CSA 301/1.5.2/6440.11 3 • VERTICAL SECTIONS l7 1.2 w • ASTM E1886-05 a S • ASTM E1996-12 4 - HORIZONTAL SECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL 5 - INSTALLATION NOTES&ANCHOR DETAILS&SCHEDULE REMARKS I BY I DATE 1 CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 6TH FEC EDITION FM 10/17 AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 5 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT I LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE DESIGN PRESSURE TABLE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, IN. "/UIDSNAILLNNOr 9E REI APRD000FDEIN MOIL OA PART NS g SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING WmIOUTWRITTEN CONSENT OF BUILDING DROPS,INC 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND MARXI a TO OTHIS }ONS.ENI ARENOTOT PERMITTEDNTING.OR AR ND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE INVA0OATEIME C ME OUTION 95.5"X 81.5" XO +50/-50 PSF MISSILE SIZE D WIND ZONE 3 Digitally sign F.Norera,P.E. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE B Y sl B -pY r p14 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Reason: �laWrovingthrie ment 2 FOR THE PROJECT OF INSTALLATION. Dat``nptS7A0e1E02:.,:•0 no i 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ``,Z�,C•t,T , r, .�0�'' i AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC �/ SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE • * fi• : ..%°, ri 5 71. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC - 'O • :1-,T • : O: f DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO .i�OT .•••(•:•QPL.;'\, .... AK 1/8"ANNEALED S 5. APPROVED IMPACT PROTECTIVE SYSTEM IS S NOT REQUIRED 1"00,0 00 PVB INTERLALED YER ,�1,*/ONAL�...... yyd ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. AIR SPACEFLORIDARERIILtioa y 3/32"ANNEALED GLASS MONO P.E. INCo. 7 6.- WINDOW FRAME MATERIAL:PVC °B°DAmIeEACH BEACH JJD t POPE CERT.OF AUDIORIZATION No.29518 $ 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS EXTERIOR INTERIOR i CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. FL FL14998 GLAZING NOTE: III( GLAZING SPACER• GLASS THICKNESS AND TYPE SHALL � rt,..... INTERCEPT DATE: 09.28.17 COMPLY WITH ASTM E-1300 GLASSII•r SILICONE DWG.BY: CHK.BY: ggg0 CHARTS REQUIREMENT E I CL HFN 0.5"MIN.GLASS BITE 1, SETTING BLOCK SCALE: NTS _ GLAZING DETAIL DWG.n: SWD039 E SHEET: 1 OF 5 1 d Silver Line bbAndei36i UNIT MAX. alai i WIDTH 95.5" 0.1.0 MAX. y UNIT MAX. I al WIDTH 42.18" WIDTH 95.5" ‹) ONE SI WERUNE ORWE D.L.O MAX. �� NORTH BRUNSWICK,NT man WIDTH 42.18" © P10(0001234-4278 Z C I a • 1.4 H .-------".-----T II �p Z Qmgr3 UNIT "X" UNIT ,98 m c MAX. 011 D.L.O.MAX. MAX. O o O$ k, HEIGHT B HEIGHT HEIGHT 0 D.L.O.MAX. L��E R 81.50" 73.68" 81.5" _.—_—LY HEIGHT FE a m 73.68" Ln LD z m j 2 Q 0 © C W A O z a v mar (4 IL w F a REMARKS cc BY DATE 6TH FBC EDITION FM 10/17 1 .1 1 ELEVATION ELEVATION • 3 - - - 1nS COWMEN(IS 1HE HRUTEHTY Ui BAITINLURURS,INC AND THANNOT RE REPRODUCED IN WHOLE OR BART WITHOUTWRRTTH CONSENT OF BUILDING°TOPS,WG 1.5"FROM ALTERATION5,A00MONS,NIGINGHTING,OR OTHER g __ s—CORNER(TYP.) MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND IN"Al10ATE OUR CERTITICATION 9"MAX,(TYP.) c E r 6.0"FROM 6"(TYP) 6,0"FROM ,1111111!!!! [CORNER(TYP.) 6,0"(TYP.) 6.0"MAX(TYP.)--.1 I '�I CORNER(TYP.) ,�����S F, �//�// E 1 _ E E L I I _ �� (r n..E. ��i •Z e<1.. li, ^P oo -o •: ••1',T • :' a • XII "O" "XII "011 •.: •• cc•./.••• .....•••‘,\C,�?�:• e_ _ ��,iss/ONALS•''', I MAY. /I ,,,,,,1111 FLORIDA P.L No 73778 BUILDRIO DROPS,INC 398 L OAMA 8091. BWO. 338 HAMA BEACH.2 JON N EBPE CERT.OF AUTIOILI7AOON No.29378 I [CORNER FLa. FL14998 "a 9"MAX.(TYP.) n m 1 C I T I I I I I DATE: 09.28.17 ,. 1.5"FROM 6.0"FROM t DWG.BY: CHK.BY: 6 CORNER(TYP.) 1-..-8.0"MAX(TYP.) .... -CORNER(TYP.) CL I HFN I SCALE: NTS DWG.a: SWD039 ANCHOR LAYOUT ANCHOR LAYOUT NAIL FIN THROUGH FRAME SHEET: OF 51 s .. E Silver Line 0 MAndersen R "I' c a'III .I ONENB DRIVE NORTH BRUNSWICK,N108902 PW(80012344228 n n n n n 1 , r--1 , r, 1 1yo co. in a� D 6q_ _ L_ IQ Flf:LHI L ' — t17 u 0 aq E Z� , 0 2� HSEE GLAZING � SEE GLAZING . W �DETAILSHEET1 �DETAILSHEET1 Si 2 0 - % = a <C 1- a 1.1 I I D REMARKS BY DATE ` I _ /% 6TH FBC EDITION FM 10/17 �_ i ..iti 0 I d EXTERIOR INTERIOR = d C ,1 J I _ /Y IHISNDMD S MFNI HALL NOT TNI 4XRYORIYOf"b RDIMA ilYS.Ih[ U OR MIT E �s5y 0 "� Q 0 V WITHOUT WRITTEN CONSENT OF MIMIit REPRODUCED 11,1 ING MOM,P2 1 X - Y I SEE GLAZING EXTERIOR 1 SEE GLAZING INTERIOR AERMHONS,ADDITIONS,HIOHUONTINO.MOP. MARKINGS TO THIS DOCUMENT NU NOT PERMITTED ANO g I / Nv„,/-DETAIL SHEET 1 \‘‘,...----DETAIL SHEET 1 NvauOATFDURCERDBCA*ION, / I '111 + D / "los F. O OG . .1 it '--;,' kli-111VN e :: l .J 7: %,. -.: P. / = -0 :T•T • rr 1 i_ �= i� SS ,c,\.,�� �I Q fel e~ D ii,4,ONI'A,�'E,,�� 1 , .. 411 Ih NO 1.14 AO.PL I �- a ROWDA P.L No 1JD2E Kai��..�/i ��S BURDINO ORIS.INC E C UAW BEACH,ZAMO . L T .1�_ -JL F #: CERT.OF AUTHOR12ATIEIN Na 29578 2 Q FL14998 s VERTICAL SECTION p VERTICAL SECTION DATE: 09.28.17 - A B DWG.BY: CHK.BY: a O 3 CL I HFN SCALE: NTS / DWG,#: SWD039 1 SHEET: 3 OF 51 r- L. SEE GLAZING Silver Line SEE GLAZING DETAIL SHEET 1 to-Ander-TO DETAIL SHEET 1 a" .F1 1111111 INTERIOR __J �0 -- TOH BRNERLIN E SWICKOJ 0E / ' -�'l NORTPN IBOO)I�NTB 08902 , �dm�acc mor SEE GLAZING SEE GLAZING [1'—' — �� 7II DETAIL ann.e,•e,:, ' / 11111.11111 On DETAIL ' g li„ I W 1 it ti/ ��.1, INTERIOR Ln a 2 G i„ r+ IIS �Ii t1 L-1-4 p0 W..... / u�0_I ......,,,, .,......\ , M ha ii9 7s 2,............ ,,„. ...... .. 0 <€0 cd auk Il (-—"mrzEL M1—^ --iI� � EXTERIOR I-� EXTERIOR REMARKS------ , a BY DATE N 6TH FBC EDITION FM 10/17 D.L.O. - D.L O. MAX.FRAME WIDTH- ...1 - i ( -) HORIZONTAL SECTION ()HORIZONTAL SECTION cp HORIZONTAL SECTION „„ MLNE,,,„,�EM,EUE�„D„do0,,,,�9 4 MEETING RAILS ODUCED IN W11011014 MIT WITHOUT WRITTEN COANO MILL NOT OE CNSEENT OF NUM MOPS, 1 •••••....01, -T ARINOST NS,ADDITION;HIGHLIGHTING,OR MEP ��� MARRINGE TO THIS DOCUMENT ARE NOT PERMITTED AND SEE GLAZING INvauwn OUR CFRTIRCATION. n 1 DETAIL SHEET 1 ,,,,1t11I I11/1/j1 rl�l JII .- `•N�SES F. p �ii 00 W �, INTERIOR a (�. P U 1-671=11 `� ` , I �_ ` mmus SEE GLAZING DETAIL l -10 • , 0 ; •:1-,T i - r_ ,,� ,,i S/ONAI EC,ON f�� � ''NE I�k ao`a c l � . -> [L1 * FLORI6uA°IANA o o Oi£300 '■' 39B L MIA BEACH BLVD.#319 JII/\ PBPE CERT.OF AUTHORIZATION Nw 79073 1 Ei FL#: FL14998 1 \ i — DATE: 09.28.17 6 1'_PNB f —ice v71 - DWG.BY: 1 CHK.BY: FN o EXTERIOR IOC SCALE: NTS 3 [ ..-- 4 DWG.a: $UVDO39 .• MAX.FRAME WIDTH SHEET: OHORIZONTAL SECTION E HORIZONTAL SECTION 4 OF 5I 1- . , Ef �c MIN.EDGE DISTANCE Silver Line SUBSTRATE BY OTHERS MAnd it ri -- -I MIN.EMB. • SUBSTRATE BY OTHERS I ;a NM MIN.EDGE DISTANCE PP' A it ONE SILVERONE DRIVE p, — �I/ MIN. NORTH BRUNSWICK,W 089D7 r ���� / , / PN:(800173d-0778 J �� 3/8"MAX. j Il I �� 3/8"MAX. ] En$ o a SHIM SPACE °-L SHIM SPACE = O t� ih-- III EE� Ore `P 0 L �o on zgsk i EXTERIOR INTERIOR EXTERIOR INTERIOR w 5 o =W NOTE: C ' JAMB HAVE cr l z= • m m SIMILAR DETAIL 0 "zd. <€3 cD ANCHOR DETAIL ANCHOR DETAIL ai ,, a NAIL FIN ED FIN(HEAD) it INSTALLATION NOTES: REMARKS o. BY DATE 6TH FBC EDITION FM 10/17 1, ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ANCHOR SCHEDULE SHOWN. MIN.EDGE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE i 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM 2 NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5° 0.76" INISuoCUMENTis INE VADVLR Ir Of 111.1h ti UYS.INI MAXIMUM SIZE LISTED. AND SHALL NOT BE REPRODUCED IN WHOLE OR PA 3 THREADS MIN IR WRNOUT mum Oi BUDDING DROPS. METAL:18 GAUGE AITERATIONLADDINONS.IRGNUGH9NO.DR 01x(0 THROUGH FRAME&Steel,MIN.Fy=33KSI #14 TEK SCREW PENETRATION BEYOND 0.75' MARKINGS TOMS DOCUMENT ARE NOT PERMITIEDAND p 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF METAL INvatIDATE OURCERneTATION g ±112 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT STRAP ANCHOR CONCRETE: ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TOUT CONSIDERATION OF TOLERANCES). THE NEXT, MASONRY:NCES CMU per PSI 114"ITW TAPCON 1.75" 2.5° ``{{{{{S F T1!!!!!!'' ASTM CEO P 1/4"ITW TAPCON 1.75" 2.5" ``\%e�% .. ., -«, '-- t SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 0000:MIN.SG•0.55 SA WOOD SCREW 1.6' 0.75" �`Z �•C I �O I SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM NAIL FIN _ § WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE METAL:to GAUGE Stool, 88 TEK SCREW PENETRATION BEYOND 0.75' �� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. MIN.Fy•33KSI METAL ?:,*-041. * 1 . i 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, ��O '(•- Ot.;" </ INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 1/4"ITW TAPCON ANCHOR4"FROM CORNERS �''�° "''"��•C9���` SIDING. 'i S'S N4 �' 16"MAX.O.C.THEREAFTER ''''of'lAIli! 0.{P.E`, 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF2X WOOD BUCK OF SUFFICIENT CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT E. O)JLIA RE.No lane DEPTH TO FULLY SUPPORT 05)5.585 DROPS.INC 355 E.DANIA BEACH BLVD./338 COATING. WINDOW FRAME. DAEGA BEAU.PL 33004 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL NOTE: pm _ BY OTHERS FBPE CENT.OF AUTROWZATON No.75978 ION OF BUCK OR _I_ I INSTALLATION ANCHORS MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OOF BLOCK OR EDGE OF MORTAR JOINT INTO 1. WINDOW ANCHORS MAY BE `., FL 8: 11/4"MIN. •. 11/2"MIN.EDGE FL14998 R FACE SHELL OF BLOCK. ADJUSTED TO MAINTAIN 1" EMBEDMENT !r•;"; MIN.CENTER TO CENTER ,A e DISTANCE DATE: 09,28,1] v 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH SPACING BETWEEN ANCHORS ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SUCH THAT MAX.O.C.SPACING 2"MIN,EDGE DWG.BY: CHK.BY: SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE SPECIFIED IS NOT EXCEEDED. DISTANCE I CONCRETE/MASONRY CL HFN I MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 2. BUCK MAY BE FLUSH WITH FACE BY OTHERS SCALE: NTS OF THE BLOCK. DWG.#: SWD039 . BUCK INSTALLATION DETAIL SHEET: 3 OF5) • ______J