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HomeMy WebLinkAboutNOA; Series 5305 Tilt White PVC Double Hung WindowM1 I. DEPARTMENT OF.REGULATQRY AND ECONOMIC BOAWD AND CODE ADMINISTRX17IO1V DIVISION NOTICE OF ACCEPTANCE (NOA) File Copy COUNITY pRODUCT CONIT1101, SECTION 118.05. SW 26.SUeet, J2oQm'208 'ES Miaiiii, Florida 331.7,5-2474 315-2590 F (786) 31-5-2599 Regency 1111s"111'e, CODE COMPLIANCE 20,60 Locust Gal) Highway ,Mount Carine), PA ST. LUCIE COUNTY UBOCC 10114 J This NOA is being issued mWer th.e applicablerules and regulations governing'the use. of construction materials, The documentation. submitted has been reviewed and accepted by Miami --Dade County jZEI . Z- Product Control gation to be iised in Miami -Dade Comity and Other areas where allowed by the Authority Having.1jurisdiction (ARJ `Phis NdA shall not be Valid after the expiration date stated below. The .klia"mi-Dbde County Product Control Section. (In Miami-DadeCounty) an(]/ or tlie.AHJ (in. areas other. than. Miariii-LDade Cotinty) reserve the right. to have this product or material tested for quality assurance purposes. If this product or materialfails to porrorrp in the goqepted manner, the.,111.ariufacturer will incur. the: )e se. ex of such testing andtheABJ away. 1, D , immediately fevoko, hiodify, or suspOnd the -use of such product or'materkil witliiii,.,tlieir,jLiriidictibii, RER reserves the right to. revoke this, accept.w.1ce if it is determined, by Miami -Dade. County 'Product Control. Section. that this prbduct Or material.fatk to meetthe requires tents ofthe applicable btiil(li'iig.code. This pro . duct is approved as described herein and has been. designed to comply with the Florida Building Code: including the Hifil! Velocitv. Hurricane Zone. .; SeH64 '$345 Tilt" White PVC Double fluna'Window LKY. APPROVAL DOCUMFNW- Drawing No. R.P.LS0064, titled ",dories 5305. Tilt Double Hung-Inipnt Vinyl willdow'.%sheets I through 10 of'10, dated 01/12/09, with revision L dated 10/20/20i prepared by PTC Prbduet'Da%ii Group, LLC, signed and scaled by Robort.f. Amoniso, PR,bearingg the Miami--DadeCounty Control Revision: stamp wit . ld . i the Notice of Acceptance, anti date by the -Mian-ti- Dade County Product Conttdl Sec. on. LABELING...Eacb unit shall bO� rA permanent label. with the niaoufaOturer's name:or logo, 6ity, state, series, and following statement: "Miami -Dade County Product Control Approved", unless Otherwise noted herein, TEAL of this NOA shall be considered. after a renewal application has been fi , ted. and there has been no - change In..fbe applicable building code negatively affecting the performance of this product. TEIRMINNFION,of th is NOA will occur after the e.qiration date or if fbore has been a, revision or change in the materials, use, and/ or at antrNeture of the produ& or process -Misuse of this NOA as an endorsement ofaqyp'rodui,t,,f6i-sales; advertisiligorany otlic.i-purposes shall auoina:tic'allyte Mul comply with any section ofthis NOA shall. be cause for tern fination and rernoval-ofNQA. ADVER71SUMENT: The NOA number preceded by the words Niflarni-Dade County; Florida, and. followed flowed by the expir&ti6ri dat6 rri ay be displayed in advertising liteiafiurC. if airy portion of the NOA is. display4f, then. it shall be Aorip in its eniii-ety. JINSPE CTION-. A copy of this entire NOA shall be provvided, to the. user by the, manufacturer or its di'stributors'and shall be available for in at the job site 'at the roquest of the Buildii g,'Officia,l. This, NOArevises NOA'No. i-0-69,12.01 and, consists of this page 1, evidence pages ,8- ]..and &2,.as well as approval docuibent mbationed above, The subitjttod do'Q`uhienfalion'was reviewed b -SifangMay,P.E. y I . NOA No. 20-1103' O 06202,, U NO- xpiratibn Date: Mal 'If 10-11 H pvova][DatC: �au aryll,'1021 01/21/2021. OCT 0 7 2021 -ST. Lucie County, Permitting Regency Elitsjlnc. Nw.rrc.E..,,Olit. ACCEPTANICE1 EVIDENCESIJIWIT!FED I. E VIDE, Ndil SURNTITTE, D UNDER. PRE, VIOUSNOA's A. DRAWWGS L Manufacturer's die draiNings and sections. (S�iibiiiitttdiell(lei,NON Alo.09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung), Impact Vinyl Wii1dow'% sheets I through 8 of 8,.dated 01/12/09, wifli revision I'dated 01/08/18, prepared by PTC Product Design 'Group, LLC, signed and scaled by Robert J. Anioruso, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test, Loading per FBC, TAS 20MO 3) Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test peiFBC, 'FAS,201-94 - 5) Cyclic Wind *Pressure Loading per FK TAS 203-94 6) Forced Ejatry'['ast, per ,FBC2411.3.2. I., andTAS.2024M along, with ibarked.;up draWings -and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-1 10.11422.1, dated 10/02/08, with revision dated 0 1 /08/09, and addendum letter dated 03/1.2/0.9, all sigged and sealed by Harold E. Rujipj.E. (Stibmiffed underA10,4 No. 09-0122. 05) 24 Test reports on: 1) Air Infiltration Test, per f�'BC, TAS 202-94 2) U.b.i.form Static Air Pressure Test, Loadijig per. FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic 'Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test PBC 24 . 11.3.2* 1, and TAS'20244 per alono, with marlcedwup drawn la n of' cries i4 1. g§ and, installation. (liagral series .05 horizontal sliding vinyl windo\x, prepared by National Certified Testing Laboratories, Test, Report No. NCTL-1102272,44, dated 04/27/20, signed and sealed by Joseph A. Rleed, 1',E, (jubmilteel umkr A10.4. No. 20-05,12-01) C. CALCULATIONS 1. Anclior verification calculations and structural analysis,,, complying with FBC 511, Edition (7.01-4), dated 06/01/1.5 NNdth revision dated. 00/0111,51 prepared by PTC. Product: DesiP179 -G up, Lj�C, signed and sealed by Robert J. Amoruso, P.E. . 2. Ghnihg cobiplics with ASTM E1309-04 D., QUALITY ASSURANCE L Miami -Dade Department of Regulatory and Economic Resources (KEA). SifAng 741uio, P.E. ma '08 NOA N Expiration Fate: May O�6,2-025 u AovaiDate: January 21,2021 L)M' Re'p-eav I'llm loc. N(YrICE.O.r�'A(.'CII,P']rANICE.:, EWD -MMIBMITTED V E' INC F,, MATERIAL CERTIFICATION$ 1. NOANo.- I .. 9-6365.02 issued to Kuraray Americahic. for their tt�'rrosioo Ultradear, i- and Color PVB Glass Inte4ayers", ex i ipiring on 07/09/24, Clea 2. 1NjQA No. 18.012.2.02, issued EN.ER.G1 Fenestration -Solution 'USA f r their White Rigid PVC Exterior Extrusions -for Windows:and Doors, expiring on 3. E NERGI Fenestration Solutions Data Sheet for compound. product No. 3242/8007,. kigid.PVC Milding Products Profile Extrusion con1pound designed. for Windows and Doors date fly �d:kl 19,2016. F. STATEME NI'S I. Statomentletter-of confonnance, complying with FBC 6111 Edition (2017), dated January 8, 2018,prepated by PTC Prodtict.Design-Group, Ll,(%-sigued and gov,.Ied by Robert J. (0011, 111.1itell rtjjd&.18tO 1841224.14) G. VFHERS None;. 2. NEW EVIDENCE'SURMITTED A. DRAWINGS 1. - Draiving.No, RPLS0064, titled "'Series 5305 Tilt Double Flung Impact Vinyl ; '. window",'QI/1,2/09,witlirevIsiOnL-d ", sheets- I through 10 of 10, dated atedlO/2)0/20, prepared by PTC Product Design Group, LLC, signed and sealed by :Robert J. Amoroso, P.E. B. TESTS I. None C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. Miaini-Dade Department of Re&jamy and Ecoft0mic Resources (RER) E. MATERIAL Cti =FICATIONS 1. None. Ire. STATE MEINTS 1. StAtoilientletter 'ofcoiifoniiaiioo,coii7l?.Iying-witli..FBC7"'.Editioi.i(20ZO),.ai.i.dofno fill a d6iAl ihtoreq, dawd 1,0/20/2.020, prepared by PTC Produpt Design. Group, LLC, signed and scaled by Robat J, A-moruso, P.E. G. OTHERS Notice of Accq-P tance. No. isaied.to Regency Plats, , Inc. fortheir. Series SjfAA1g 7411'vto'. KE K MAlN OXIR'o.'20-1' .08 ExiiirMion Date- M'ky 06,202, Appmv'WDateJanua�j;21,2021 SERIES 5305 TILT VINYLDOUBILE HUNG WIINDOW WINDOW LARGE MISSILE IMITRACT NOTES: INSTALLATION AINCHIGIRAGETDETAILS 1: THE PRCDUGT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO.COMPLY WITH REQUIREMENTS OF THE'71h EDITION (2020) FLO.-IDA.BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE LN-11. 2. 2X WOOD FRMAINGs 1X OR 2X WOOD BUCK, 1vIETAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETOMASONRY OPENiNG'IS THE RESPONSIBIL TI'f OF THE ARCHITECT OR ENGINEER OF RECORD.' 3. IX BUCK OVER.CONCRETETAASONRY IS OPTIONAL. WHEN 1X SUCK IS USED. INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME A.ND 1X. BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHEN USED, 1X. BUCKS SHALL BE DESIGNED AND.9{@CHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR lti0aRANE. SELECTION OF COATING- OR.MEn•1BRANEIS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER, CF RECORD. A THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS201, TAS 202 AND TAB 203: SEE TEST REPORT NO. NCTL-110-i 1422-2, DATED 10;02i08, WITH REVISION DATED 01108f09 AND ADDENDUM LETTER DATED03112f09 BY NATIONALCERTIFIED TESTING LABORATORIES; YORK,PA. SIGNED AND SEALED BY HAROLD E. RUPR FLORIDA. P.E. VERIFICATION TESTING PER MIAM6l DADE PROPOSAL NO. i9-0312. 5. MATERIAL: 5.1.. FRAMf:E: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT PMMM-OADE NOA. 5.2. REINFORCEMSdT: 5.2.1, GALVANIZED STEEL TUBE (G.73C'X0.434'XG.06° THICK, Fy=30-50 ksi&Fu=3i.5-65.7'rsi)- SASH .PER;R1ETEi 5.2.2. LAMINATE GLASS INTERLAYER' TP,OSIFOL INT ERLAY£R BY KURARAY AMERICA. INC. PER CURRENT t llAtMi-DARE NOA. 6. GLAZING: 6.1. GLAZING DETAIL AS.TESTED: -6.1.1. OVERALL:. V W AtOMIiNAL INSULATING LAMINATED GLASS. GLASS T HICKNESS:.(1) LITE OF WS" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (I) LITE OF LAMINATED GLASS TO THE EXEP.IOR. LANIIIINATED LITE: (2) LIT ES OF 1f8" NOMINAL ANNEALED GLASS SEPARATED 3Y A 0.090" TROSIFOL 1NTERLAYER BY KURA RAY ArAERICA, INC. 6.1.4. SPACER TYPE;SIZE: 7116' NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (PIPE SS.D). 5.1.5. G aZING SYSTENI: INTERIOR GLAZED V,fITH (2) LEAF DUAL DUROMETER AND SIKk FLEX "552" BACKBEDL'ING'Wi l H A SNAP -IN? (2)-LEAF DUAL DURONIETER RIGID VINYL GLAZING BEAD. 3.2- ALL SETTING BLOCKS AND GASKET IMATF-RIALS SHALL SEW COMPLLaNCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE,AE i tl A 70 TO 90 S!-�GRE.A DUROMFTFR. GASKEZ MATERIALS SHALL BE£DPM WITH A MINIMUM 60 SHORE A DURCPAETER WHERE APPLICASLE. >.5, AS TESTFD GLAZING MEETS ASTIt F-1300-09a FOR THE DESIGN CONDITIONS SHOWN 1N THIS PRODUCT APPROVAL DOCUb'.ENT. APPROVED IMPACT PROTECTIVE. SYSTEM 13 NOT REQUIRED FOR THIS PRODUCT IN WINDBORNE DEBRIS REGIONS INCLUDING THE HVHZ. S. SHR4 AS REQUIRED. AT EACH INSTALLATION ANCHOR WITH LOAD. BEARING SHIM. SHIM WHERE SPACE OF VIG' OR GREATER OCCURS, ZMAX,IMUM ALLOWABLE SHIM STACK TO BE 1W. 9. FOR. ANCHORING INTO CONCRETEJM ASONRY USE 114" FLATHEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1:'2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 V2 MINIMUM EDGE DISTANCE AND 1- MINIMUM EMBEDMENT INTO MASONRY 1,111TH 2' MINiMUH EDGE DISTANCE. LOCATE ANCHORS AS SHOWK IN ELEVATIONS AND INSTALLA TION.DETAILS. 4° MINIMUM SPACING BET NIEF-NADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS.HAVE .'!- 1-TOLERANCE, 10. FOF ANCHORING INTO WOOD FRAMING OR2X BUCK USE ONE OF THE FOLLOWING: 10.1. 12 FLATHEAD WOOD SCREWS (WS)',Nrl i SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMAL'PA EMBEDMENT WTO SUBSTRATE I-VITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF Z' ON CENTER. LOCATE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTAL LATION DETAILS. ANCHOR LOCATIONS HAVE +I-. 1' TOLERANCE, 10.2.#.'14 FLAT HEA•D.WOOD SCRENfS (t S) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 VZ' P iINIMUP. EMBEDMENT INTO SUBSTRATE WITH 1" 6i1NiMUNI EDGE DISTANCEAND :MINIidOtr'. ANCHOR-TO-kNCI-:OR SPACING OF 2° ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+;- 9" TOLERANCE. it FOR ANCHORING I'r' i O METAL STRUCTURE USE t414 FLAT HEAD SHEET METAL OR SELFDRILLINGSCREWS (SMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR INALL VNITH 2147 tiW f:MUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2'CN CENTER. LOCATE ANCHORS ASSHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1 ° TOLERANCE. 12. ALL FASTENERS T 4,5E CORR0810CI RESISTA:"v'T OR HAVE A CORROSON RESISTANT COATING 13, INST.ALLATION.ANCHORS SHALL BE ItdSTF•LLED IN ACCORDANCE',t4lTH.ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE M .11IMIUM STRENGTH SPECIFIED. BELOVJi 13.1. WOOD - MINVAUNvi SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PST 1.3.3. ,t1ASONRY STRENGTH CONFORMANCE TO ASTM C 90, MEDIUM WEIGHT WITH DENSITY > i 17 PCF 13A. METAL SUBSTRATE: STEEL 18GA, (0.0428), F-v = 33KSU F6 =45 KSI OR ALUMINUM 6063-TS0.04V THICK.FAINIMUCi. l3.4,i. STEEL SUBSTRATE TO.MEET MIND+MUM FBC HVI'IZ'CODE REQUIREMENTS. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS) 3 ELEVATION AND ANCHOR LAYOUT (SMSITAPPWGSELF-DRILLING SCREWS) 4 VERTICAL SECTIONS -COMPONENT ID & GLAZING DETAIL HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 VERTICAL SECTIONS -SNOOD AND CONCRETEIMASONRY SUBSTRATE (ANCHORAGE 7 VERTICAL SECTIONS - METALSUBSTRATE ANCHORAGE & INSTALLATION NOTES B HORIZONTAL SECTIONS - WOOD, CONCRETEIMASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 BILL OF MATERIALS &COMPONENTS R.b• nJ. A mo .:'.E. f cnda P.E. N.. �iM'2 PRAQUCT RFV]SEB Elfd iC�orvitM1 Nrc f:)=[Idn NOA-Na. . 20-1103.08 Explrati=n. Dat= 05106/2025 .„ z_'� 53" MAX, FRAME VI TH r 491" TOP SASH WIDTH 45 'TOP ..... SA D.L.O. 1SH DTH l �I 32 �•' TOP 3s3 °g. TOP SASH 7' M,6 _ SASH ' I HEIGHT D.L.O. I" i 5 FRAME :; /i; �` HEIGHT JEIGHT' - J' - ' j0/ H I�; 33 a° BOTTOM 30 E SOTIOivi a i DL O. SAS SASH H: I ,_ r HEIGHT I'; r f HEIGHT DETAIL I 451£' BOTTOM (SEE SHEET 5) -- SASH D.L,O, WIDTH BOTTOM fff SASH I WIDTH SEhIES_53 .5 TELT VINYL DOUBLE HUNG WINDOW WINDOW _..................................._.._................................................ EXTERIOR VIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING =+55.0/-55-0LARGE MISSILE IMPACT SERIES 5'305 TILT VINYL DO+U+BLE HUNG WINDOW WNDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD .OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE (CONCRETE SCREWS) 3"FROM CORNERS @ HEAD 3 SILL TYP. it TYP. EACH SIDE OF MEETING RAIL 15-,1" O.C. TYP. @ HEAD & SILL 6" FROM JAMB CORNERS TYP. 2" C.C.TYP. FOR !I WOOD SCREWS. ;I D 4" O.C. TYP_ FOR CONCRETE SCREWS. r1 i 14 z O C. MAX. TYP. WOOD g SCREWS {� Is,q'` O.C. MAX. TYP: _II I CONCRETESCREWS WINDOW WINDOW ........................................................................... EXTERIOR VIEW -'ANCHORAGE WOOD AND CONCRETEIMASONRY SUBSTRATES .INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. , JAMB ANCHORAGE SAME. 3. /-1" TOLERANCE ON ANCHOR LOCATION. 3.1. TAPCON MINIMUM SPACING IS 4" CC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 2" OC. WEEP HOLES: 1_ ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE. BY 1!2" HIGH INAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. 2. ONE (1) WEEP HGLE MEASURING 1" X 10' WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE. 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4' AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL FACE. a G z'a 00 r - :D x z 0- � of � 0 Pz v: to cL �. ��erEJ. hmzrirsa; a.E Fx;tle a,E. P:a.1G7� REVISED with tho i7ofl6a 36 9,' TOP 77 �'1AX.. SASH 1T FRAME HEIGHT HEIGHT d f BOTTOM SASH HEIGHT If 53" MAX. FRAME WIDTH _ 4916" TOP SASH _ i WIDTH f45 -' TOP li SASH — i D.L.O_ WIDTH 3 4 4 z x 46 yE`BOTTOM SASH D.L.O. WIDTH 50Tu'"BOTTOM SASH WIDTH LIES 5305 TILT VINYL DOUBLE __.. ........ .......... HUNG WINDOW WINDOW EXTERIOR VIEW 32 QF TOP SASH D_L.O- HEIGHT 33''BOTTOM SASH. D.L.Q. HEIGHT DETAIL 1 (SEE SHEET 5) DESIGN PRESSURE RATING (PSF) IMPACT RATING } f_� 5,0 LARGE MISSILE IMPACT SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW ...._.._- ........................_._... .._._.. _..._.._-......__.........---..__.._....._ INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR � r SELF -DRILLING SCREW)_ +T r i— •. 1 O Z L'L.'e !'O X FROM. CORNERS @ HEAD & SILL TYP: z` 5 6" FROM JAMB a CORNERS TYP. �. a 2" O.C. TYP. FOR SPAS oz oz SCREWS.N iu ¢ Z $ I;;i x " $ ti T a uj Meetin Pail / I ¢ `� aij z y z �� G f 9 2 O.C..A•1AX. TYP. FOP. SASS ,i, GG 2" O.C. ! i° %i// i SCREWS z 4 YP. EACH SIDE III W <� G zQ OF MEETING RAIL INSTALLATION NOTES:° Q C` 1. HEAD AND SILL ANCHORAGE THE SAME. Ru a l A - 2. JAMB ANCHORAGE SAME. '2 � S 115 O.G. TYP. I� _3. +/- 1"TOLERANCE ON ° HEAD &SILL ANCHOR LOCATION. SERIES 5305 TILT VINYL DOUBLE HUNG 3.1. SMS, TAPPING Rdea P.E. SELF -DRILLING.. b��' PE. ;E n, 4sr.7 '✓VlND01N_UViND©W SCREWS MINIMUM EXTERIOR 1ifb,N - ANCHORAGE SPACING IS 2." OC. `y¢4 vi =M tty STEEL SUBSTRATES to rP1c 44?5z,Pa WEEP HOLES: 1. ONE (1) TRIANGULAR,SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE BY 1/2" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG, 2. ONE (1) WEEP HOLE PJIEASURING 1" X IW' WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE, PRODUCT ssvtsec 3. ONE -(I) WEEP HOLE MEASURING 1-1/2° X 1/4" AND EMPLOYING A PLASTIC WEEP 8 „n;^g."* enex.ftd.vao COVER WAS LOCATED AT 2-71a" FROM EACH END OF THE EXTERIOR VERTICAL SILL ROA-9o. 204103.08 era��sonnaeeas ast202s FACE. a" f✓ EXTERIOR I - IOR VERTICAL SLE CTION .HEAD - COlrPQNENT M SEE GLA?IN^v� CEiAiL 7, SHEET 4 EXTERIORINTERIOR VERTICAL SECTION °� SILL - CQA4PO�.TE�iT IQ EXTERIOR s � n VERTICAL SECTION MEE'I'I_`'G RAILS - COMPONENT Ill -1i2" GLASS SITE INTERIOR 718" O.A. LAMINATED GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS Wl 0.090" KURARAY AMERICA - — INC. TROSIFOL INTERLAYER, 7116" AIRSPACE W/ STAINLESS STEEL SPACER (TYPE SS-D), INTERIOR 1/8" TEMPERED GLASS �J EXTERIOR} GLAZING DETAIL 1 +�aben J..Amsnuc. P.E. rMdda P.E. No. 4G752 P40 PRODUCT REVi3_D omplYln9 wltif tho ptoriga Huiidinfl Cotlo uoa vo, 20-'fiO3.08 Bxpl=te p5J06/2025 M[a tn!-11nd9. PlogmY. COPtroi !onuon saana+d aaea-!wc!iv SZOZl9015D p:nc uofi!:iia!!� SO'£RLF-OZ 'ar'-doN aw.i ai!!p3!na epiioi3 M.W.6u!.t[tlu!oa sn CaSis:JH s�naoxa (NVIIIKT.IS HKI da HSVS) ZUS: ep9Ga '3'd'eR%=�a1 "f U�Qpt G �"x y MCA Om sa �' � sk`'�iks L�Q m N -n—iE oS _w ¢. rm rs z— 0, C L s iO Z.. ol c m m r m > m — .cr j 5: M. o G3--y C -+ > O (11 T:N3 TOCTT OD - sia 11 P I3SG S 10MO'I r kjollaa511VINO HOH a 133HS 111+L0 i,9imzHTs 33S Muir—n_1�n CH d-K IXTOdIAKo )- sM1W, 'r _"T gg �!I��rs���rs7ggq^��g� �� "IT it aas 1 N 6�1 et Cl ° 1 A! 0 b 133HS i Iroj3c 19%AZtrlO 33S i PROPERLY SECURED, IX WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION BY OTHERS (SEE NOTE 3, SHEET 1) CONCRETE BY OTHERS--_ (SEE NOTE 2, SHP, 1) EXTERIOR FINISH BY OTHERS PERIMETER CAULK -- BY OTHERS 54 1/4" ITW TAPCON INSTALLATION .ANCHOR. ' 1 1/2" MIN. EDGE DIST. i 1/2" MIA1, " E 3EDMENT { 1 V, MAX. SHIM 5='.",CE alLL4rLL ` VERTICAL SECTION ii NDOW C0 NCRr VF. sUBSTP iTE HEIGHT I EXTERIOR 12 OR ,i 4, WOOD INSTALLATION =14 WS: i" MIN, EDGE DIST, P12 WS: 7/3" MIN, EDGE DIST. SHEATHING BY OTHERS p•a, EXTERIOR FINISH 4 ! BY OTHERS PERIMETER. CAULK BY OTHERS EXTERIOR N-TTERIGR VEILTICAI., SECTION l"iUOA SUP,5IRA'1'F, Am ANCHOR-TO-SUBSTRATEEDGE DISTANCES ARETYPICAL ANDMEASURED TO BOTH ! SIDES OF SUBSTRATE I A� PERIMETER CAULK BY OTHERS ��1 - 1/4" IVA.X. i SHM SPACE EXTERIOR FINISH BY OTHERS " CONCRETE 8' OTHERS----`�. 1 1j2" MIN, (SEE NOTE 2, SHT. 1) EMBEDMENT PROPERLY SECURE6 1 X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK. PROTECTION /� 1/4" ITV4 TAPCON01 1/2 MIN' EDGE DIST. BY OTHERS (SEE ROTE 3, INSTALLATION ANCHOR SHEET 1) rfA VERTICAL SECTION , coNcx �-1 � s1:>3s'1'a ATe PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) 2X WOOD BY OTHERS (SEE NOTE 2, SHE 1) Ip'i 14 v{S: 1 1 /2" MIN. EMBEDMENT #12 WS: i 3/8" MIN. EMBEDMENT 1 /4" MAX. f SHIM SPACE INTERIOR WINDOW HEIGHT 1SHIM SPACE /4" .FAX, i I • t PEriItdETEP. ^HULK-'- �-�. '- _ W1 BY OTHERS- 114 : 1j2" FAIN. EMBEDMENT EXTERIOR FINISH BY OTHERS - SHEATHING' j \ 2X WOOD BY OTHERS \ BY OTHERS r14 Ws: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) r12 KS: 7/8" MIN. EDGE DIST, \ PROPERLY SECURED 1X r12 OR #14 4YOOD SCREW -WOOD BUCK BY OTHERS INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) �)�msi-. VERTICALECTION o � m P N � � OE UO t y Fes- 0 Y GZ Sv e_ �E, L� ❑o �w ti �?ZInS g,S--, I a� sG ao too u G Rader J. kmarsa, P.E Fiords a,E.Na, SaTa7. PRODUCT REVISED 8ui[din9iC��iSb NcilatiLx NOA-Yo. 20-1103.08 E�pi ration oatcOSfOG72025 MMmn o- #14- SHEET METAL SCP,EW/SELF—DRILLING SCREW! SS 3J4" PAIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE (rYP.) / r BY OTHERS ; N r N o (SEE NOTE 2, SHT. 1) EXTERIOR FINISH i 1 BY OTHERS`- y 'na r 3 THREADS h' % ENISEDIsENT BEYOND . •..� { INTERIOR TALL 1 / 4" MAX. o .� F SHI t SPACE PERIMETER CAULK—"` f� _w o BY OTHER5 O m a - I INSTALLATION NOTES: 5 Z l _ 00 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: a —ZI- R 'Llr ANCHOR —TO —SUBSTRATE i i•1. WOOD FRAMING, } y� EDGE DISTANCES ARE i 1.2. STEEL STUD FRANIN-G: { C TYPICAL ANDI 1.3, ALUMINUM FRAMING, AND {;v Z~' I 1A. CONCRETEANDIORMASONRY. Z vi MEASURED TO BOTH c r x— m RI �� SIDES OF SUBSTRATE Uz x 4 w� 2. 2X `+MOOD FRA�AING, iX OR 2Y EYOCD BUCK, METAL FRAMINGAND CONCRETE�PAASONRY OPENING TO BE � rL � w x I 0ESIGNLD AN0 ANCHORED 70 PROPERLY T RAP S'FER ALL LOAD TO STRUCTURE. FRAMING. AND 0- 0 ¢ a I CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U t z 0 � x VE Z"j',I�,;A[1 SECTION 4VINDO'rl 3. 1X SUCK OVER CONCRETEI; IASONRY IS OPTIONAL.'NHEN 1X BUCK IS USED, INSTALLATION ANCHIORS WILL -'w T% J Z 0 o METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRET&MASONRY SUBSTRATE. WHEN USED, 1X w ], Q BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS. TO STRUCTURE AND IS INTO RIC'R THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER. OF RECORD. DISSIMILAR MATERIALS MUST BE XT SEPARATED WITFI APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEIABRANE IS THE EXTERIOR RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. n o a G i ) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116- OR GREATER OCCURS. MAXIfhUM ALLO,',IASLE SHIM STACK TO BE 1f4". y ° 5. FOR ANCHORING INTO CONCRETEiPA.ASONR Y USE 1:4" FLAT HEAD TAPCONS JCS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" MiNIMUFA ENIBEOPIENT INTO CONCRETE WITH 1 112" MINIMUM EDGE DISTANCE AND 1' - ,Pi i•I;INMAUM EMBEDFv}ENT INTO MASONRY' WITH 2' ."OHNINIUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN - IRC ; ELEVATIONS AND INSTALLATION DETAILS. 4' 411P91-zlU 1 SPACING- 13MNEEN.ADJACENT ANCHORS REQUIRED. Ronan J. r =. P.E. MAX, ANCHOR LOCATIONS iLIVE +;_ 1"TOLERANCE. Irii P,E N497sa o q SHl!M SPACE i tatseauaaaar 6. FOR ANCHORING INTO WOOD FWAING OR 2X BUCK USE ONE OF THE FOLLO .!NG: •9'i r+ar 8.1. #12 FLAT HEAD ,HOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1.318" MINIMUM % �� '4"' •""' � PERIMETER "AULK—.. D� i 1 I g F. �....1 <`'S BY OTHERS EMBEDMENT �.� I EMBEDMENT INTO SUBSTRATE WITH 718" MINIMUM EDGE. DISTANCE AND MINIMUM ANCHOR TO -ANCHOR .�`y SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHO'AIN IN ELEVATIONS AND INSTALLATION DETAILS. �` No -r e752 opt, ANCHOR LOCATIONS HAVE �.' 1" TOLERANCE. " § J 6.2. #14 FLAT HZAD'A•'OOD SCREvVS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A I li2" I'AINIM.UM � 3% S EMSEDMENl IN TO SUBSTRATEWITHi"MININIUM EDGE CIS FIANCE AND MINIMUM ANCHOR -TO -ANCHOR $_ t SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +i- 1" TOLERANCE. EXTERIOR WISH / {R"I z% MIN, 7- FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS 3 THREADS MIN, BY OTHERS EDGE DIST. ', EAs$ECPAENT hYOFaD (ST:RS1•VJTH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINI MUM BEYOND STRUCTURE INTERIOR WALL l'YP•) \ `` INTERIOR, 'h+ALL WITH 3!4" ?dtNINILINI EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2•' ON CENTER. LOCATE #14 SHEET METAL R _ ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAR,S. ANCHOR LOCATIONS HAVE +i-1" SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE. GBY OTHERS INSTALLATION MlCHOR (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHESBY OTHERS. NOT SHOWN FOR CLARITY. PRODUCT REVISED �V,ER�C�'(NTI N S.PERIMETER AND JOINT SEALANT BY OTHERS TO. BE DESIGNED ANDIOR SPECIFIED I\ ACCORDANCE `WITH IEnaauamg co�ASTNI E2112. - Noa-�Ja, 20-1103.08 S'C[tA'I'fs Zng,.el.n oato0510612025 rasamwaae Froauex coneror 2X WOOD i/4" MAX. FRAME BY OTHERS � SHIM SPACE 1/4" MAX. SHIM SPACc 1 ?" IVIN. EMBEDMENT - CONCRETE � (SE_F NOTE 2, SHT. 1 ) INTERIOR SHIM AS REQUIRED � �` �I \ i MI:! EMBEDMENT - MASONRY U #i4'v.+5: 71/2" hdliv. !' i 2 %MS: 1 3 /8" MIN. EMBEDMENT � i I .�4 1 /4" 1TSN TAPCON INSTALL4TION ANCHOR o 0 bbb i' 111j'� oV K z 4 Q SCREW iD-= ONO t 2"" MIN. EDGE DISANC#'2 OR 14 WOOD SCREV ! _u NS2h1V. EDGE DISTANCE - MASONRY TALLATION.ANCHORa .0 A I CONCRETE OR MASONRY #14 WS: `" MIN. ECGE O;ST. �d BY OTHERS 72 WS: 7j8" MIN. EDGE 0357. I ` t I �f J ,l t Vet V (SEE NOTE 2, SHT. 1) o . V'_PP,OPERLY SECURED IX yu r PROPERLY SECUP,EL� iX— ;nr, WOOD BUCK EY OTHERS '- ° WOOD BUCK BY OTHERS � �!� �C� � �'``--`� ' V � (SEE NOTE 3, SHT. i) Q�:. (SEE NOTE 2, SHT. ?) ' % �(� c 't - �y.^ BUCK PROTECTION BY ' SHEATHING-- " M t EXTR OR J s' ;.;:::r•."='y OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS z D,D - m F EXTERIOR FINISH f '—PERIMETER CAULK PERIMETER CAULK BY OTHERS —EXTFR!OR FINISH < ¢ raw. :N z BY OTHERS BY OTHERS BY OTHERS a <FRTems' a� i v-�. 7s•� i Fvc,t�,a Rs:�'A , AracHc�R—To—sussT aT= VERTICA SECTION W o c a EDGE DISTANCES ARE } COvt:tEtLhiLSONRY mom TYPICAL AND SUBSTRATE MEASURED TO BOTH i/4" 'v.AX, SHIM! SPACE— SIDES OF SUBSTRATE INTE NOR SHIM AS REQUIRED I vio p � i ! #14 SHEET METAL � N � 55 SCRM/SELF-DRILLING SCREW' 410 INSTALLATION ANCHOR - R f, 1 R¢bW J. Ams.Pwstl. P.S. EDGE DIST. (TYP.)SHOWN. SIMILAR I'I�F SASI$. BA4iES ?iE3oyc INSTALLATION FOR 3 THREADS MIN LOWER SASH JAMBS. j��s��z f ¢ A (� Et'•3ECi.1E'dT BEYOND ir!""ER?O^, M,lALL —METAL SUBSTRATE BY OTHERS £ c Q Rt s*^ (SEE NOTE 2, SHT. 1) ` L EXTERIOR FINISH PERIMETER CAULK-2 BY OTHERS BY OTHERS PRODUCTppyl"Mth ISED piyitlpv9lb tbn FlntidR 8utid do Haa rl. 204103.03 �, VERTICAL SECTION gyp! t! ?st�asraeizozs; �./ tiiF•`4Af Yl?BS'ATL \ifi ep �, _�. i rvan-cado preuuec curxrot Cf EY. LY N � � 0 3 1 m " a f :J MAINF$�',:_I SASH FRAME r_1 SASH COVER. SASH � R N!aAIq�+ � � SAxJd1 STOP FR:�1 k�1.R'� I fa1'v 1.1 p WHITE. RIGID PVC 3 SLOPED SILL COVER z / WHITE _RIGID PVC � WI-)17E RIGID PVC � L;()g"ks,�Z. I lam/ `� �• a ¢ TYP'. WALL TICKNESS 0.070" t WHITE RIGID PVC arr a. TYP. WALL. 0.070" TYP, WALL 7HICKNES O.Oo"">" 1 WHITE RIGID PVC � � e 4:i7n^ -j TYP- WALL THICKNESS 0.070" 1 TYP. WALL THICKNESS 0.076" <. 2.730" 2.It y C¢LriLINC> LPI RAIe €"Ir`i4i3T E CGLAZdPtiG BE AD S 0P q R POCKET HEAD C OVE i i RE:INFORCFMENT (1 WHITE RIGID PVC I �7TE PI.(�Ck{ COVER I j STEELz r z i WHITE RIGID PVC S WHITE RIGID PVC ! WHITE RIGID PVC x� .� TYP. WALL THICKNESS 0.055" TYP. WALL TiGKNESS 0.055 i `� TYP. WALL a 1 TYP. WALL THICKNESS 0.075" i TYP. WALL THICKNESS D"c' _ THICKNESS 0.070" ! 0.06" } N 00 0:9�3 �' �- .jfQ-914— -� _ —"'-I "857 1 i i �D.43^., z on 1.722-� �. -�77 —also rTvP; Lu 1.121"a— J 0:85" 1.D77 a.00 ''- `Vv v CAM SWEE P,LOC K STEEL log FACE )MOUNTED KEEPER �8 CONSTANT E . STEEL ?3ALA.iVCF' =i TYP. WALL TICKNESS NA TYP. WALL TICKNESS 0.070" � .0.';6• i l 1.750" �-°�— I ( t0,000 U da a.F �0 4757. v -0,100 dL 1" L 1 1.220 DIA. MAX. �0.000 � 2.nsz atzlZ * sr .100 ct' ' F 9 �-�- I PRODUCT REVISED enompFying with the F7oriaa flding Code Haa-Ko. 20-1103.08 ExpinHon Daaa ESS70812D25 �CA3amx-Wade ProtlmtCanVol