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HomeMy WebLinkAboutProduct Approval (3) nry4 MIAMI-DADE .... MIANII=OADECOTN'T"Y v PRODUCT COtSTROL SECTION 11805 SW 26 Street,Room.208 DEPAIUME\'I`OF REGUL FORM AND ECONOMIC RESOIIRCTS(RER) Miami,Florida 33175-2474 13OARD AND CODE ADi1IINiS'rRAT.ION DIYISI.ONs 1'(786)315-2590 F(786)315-2599 A y�TIC 'D ;LCA TTANCE (NOA) sravwjn.inmidaad!.aov/building Regency Plus,Inc. 2060`Locust Gap Highway Mount Carmel,PA 17851. ��SCOPIE: This--ROA-is�b-6ipg-issued wid the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade .County RER- Product Control Section to be.used in Miami-Dade County and other areas where allowed by the Authority . Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami=Dade County)and/or the AJAJ(in areas.other than Miami-Dade County)reserve the fight to have this product or material tested for quality assurance purposes..ifthis product or material fails to perform in the accepted manner.the manufacturer will incur the expense of such testing and the AHJ may immediately revoke.modify,or suspend the use of such product or material within their jurisdiction.R.F_.R reserves the.right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section,that this product . or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the.Florida Building Code, including the High Velocity Hurricane Zone IBC ��eTlld,w Series�205 CI'ia"ts�sang W �#eIaVC�a`seme t�Lintlo�v M I.`: A*'PRt?VAL DOCUMENT: Drawing No. 7 PLSOIl6l., titled "Series 'Tech 5205 Vinyl OS Casement Window--L.M.l.",sheets 1 through 7 of 7,dated 10/14108,with revision M dated 10120/20,prepared.by PTC Product.Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and.expiration date by the Miami- Dade County Product Control Section IV I SALE T4IPAtkT 4TING°I�rge•au€I-S€naIl-hlissale lMpact=laesistan4, LABELING-Each unit shal l bear a,permanent label with the manufacturer's name or logo,city, state,series, and following statement: "Miami-Dade County Product Control Approved".unless.otherwise noted herein. )RENEWAL'of NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA.as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section.of this NOA shall be cause for termination and removal of NOA. VERTIS wNT: The NOA number preceded by words'Miami-Dade•County,Florida,and followed by the'expiration date may be displayed in advertising literature. if Any portion of the NOA is displayed,Then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the:manufacturer or its distributors and shalt be available for inspection,at the job site at the request of the Building Official. This NOA revises NOA No.20-0506.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned.above. The submitted documentation was reviewed by Sifting Zhao,.P.E. C.Approval OA No.20-11t13-07 MiAMhDADE C' UNTY , r Expirationsate: May oG,20 Q /2Q2� Jaenuary 2l,202I Fags 1 Regency Plus,Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted undel-NOA No. 08-1118.10) 2. Drawing No.RPLS0061, titled"Series Tech 5205 Vinyl OS Casement Window— LMI". sheets I through 7 of 7,dated 10/14/08,with revision L dated 04/28/20, prepared by.PTC Product Design Group,LLC, signed.and sealed by Robert J. Amoruso, P.E. B. TESTS L Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 if Sta tic Satic Air Pressure Test,Loading per FBC,TAS 202-94 3)3 Water Resistance Test, per FBC,TAS 202-94 4).Large Missile Impact Test per FBC,TAS 201-94 Z__ 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test. - ,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC casement window,prepared b National Certified Testing Laboratories, Test Report No. y z:;, I NTCL41 0-11618-1,dated 10/02/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under JIVOA Xo. 08-1118.10) along with marked-up drawings and installation diagr rn of series 5205 outswing vinyl casement window., C� prepared by National Certified Testing Laboratories,'rest Report No.NCTL-110.22725-1,dated 02/14/20,with revision 01 dated 04/07/20, all signed and sealed by Joseph A. Reed,P.E. (Submitted under NOA JVo. 20-0506 03) C. CALCULATIONS 1. Anchor verification calculations and StrUCtUrt] analysis,complying with FBC 511, Edition (?014),dated 09/03/15 and updated to the iBC 611 Edition (2017)with revision I dated 04/29/20,prepared by PTC Product Design Group, LLC, signed aid sealed by Robert J. Amoruso, P.E. (Submitted under NOA IV& 20-0506.03) 2. Glazing complies with ASTM E1300-04 CI. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and.Economic Resources(REIN). CIL -MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Tro.gifolO Ultraclear,Clear and Color PVB 'lass Interlavem"dated 05/09f 19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., ror their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 03/08/1.8. expiring on 02/28/23. Man-Zliao,P.E. Product Control Examiner NOA No.20-1103-07 Expiration Date: May 06,2025 Approval Date: January 21,2021. E-1 ................... .......- ............. ...... ........... ............... .................. ........................... Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINWED) 3. E NERGI Fenestration Solutions Data Sheet for compound product No.3242/8007, Rigid PVC BuildinZ�o,Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017), dated January I 8,2018,prepared by PTC Product Design Group, LLC,signed and seated by Robert J. Amoruso.,P.C.(Subinlited under NOA.Aro. .18-0122.14) G. OTHERS 1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc.for their Series "5205" Outswing White PVC Casement Window---L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing,No.RPLS006.1,titled`'Series Tech 5205 Vinyl OS Casement Window— LMI.", sheets I through 7 of 7.dated 1.0114/08, with revision M dated 10/20/20,, prepared by PTC Product Design Group,LLC, signed find sealed by Robert J. AMOWSO, P.E. B. TESTS None. C. CALCULATIONS 1. None. D. QUALITY'.ASSURANCE L Miarni-Dade Department of Regulatory and Economic Resources(REK) E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 7"Edition (2020),and of no financial interest,dated 10/220/2020,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. G. OTHERS 1. Notice of Acceptance No.ZO-0506.03, issued to Regency Plus. Inc. for their Series "5205"Outswing White PVC Casement Window—LA41.,approved on 03/08/18 and expiring on 05/06/25. Shang Zhao,P.E. Product Control Examiner NOA No.20-1103.07 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-2 ..............- ....................... ........ ...................... ........... ....................... r� REGENCY PLUS WCO d O c LARGE k� s�SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW 0L dP 4NOTES: IwSTAL AXI AN ✓ glR4 E DETAILS 1Z(jC: ' 1. i'HE PPODtfC1'SHO'JiN HEREIN IS DESIGNED AND MANIJFAS:'TUREG T'O COMPLY M1,1TH REQUIREFA.ETJTS OF THE 7th EDITION(2020)FLORIDA BUILOING CODE INCLUDING THE HIGH VELOCITY`HURRICANE ZONE(WHZ). 2X:MOD FRAMING,1 X Or,2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO EE DESIGNED AND ANCHORED TO PROPERLY TRANSFER All LOADS TO STRUCTURE.FRAMING AND CON'-2ETEIMASOFJRY OPENING IS � .Y i THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. zz 3, 1X,BUCK OVER CONCRETEAJASONRY IS OF`TIO,1JAL.,WHEN 1X SUCK 1SUSF0,INSTAL.LA+TION ANCHORS WILL PASS T P ROUGH411NDOVV FRAME AND I X BUCK INTO CONCRETUWA,SONRY SUBSTRATE.!VVHEN USED,I X BUCKS$1!ALL BE' AND ANCHORED TO PROPERLY"TRANSFER ALL LOADS TO SI RUC I URE AND IS 1 HE RESPONSIBILITY OF THE AF,C iiTECT OR ENGINEER OF RECORD.DISSIMILAR PAATEPIAW tNST BE.SEPARATED WITH APPROVED COATING OR MEM9HA;vE.SELECTION OF CAA'fING OR:':iER4iiRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. � `''• �- . v a; O 4, THE PRODUCT SHOWN HEREIN HAS BEEN 7E$TE0 TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO;NCTL-110.22725.1,7ATr':D 2h4i20.BY NATIONAL CERTIFIED TESTING LABORATORIES,YOP.K,PA,SIGNED AND SEALEQ BY:1US£'.PH A.REED,FLORIDA P.E. cl T N 5, MATERIAL: 5 5A. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION,SOI.IITIONS USA.INC,PER CURRENT MI.AMI-DADS.NOA. 5.2. RGI<NFOI CEMENT: - iLu 52.1. GA(VANI7EI.7STEEL TUBE(3015'XO.i3"X4050'TH1 h-Fy=�30.5)kai a&Fu=.37.,0.7 kni) SA HPERIMETER z 92.2. CONTOURED.SHAPED RIGID VINYL.ITEM NO.3 G AZNNG READ II EDTO RFINPORCE FRAM -FRAME PERIMETER � 5.3. LAMINA GLASS INTEP,LAYER:TROSIFOL IT.TER-AY_R f3Y KURF.RAY AN1ERICA,INC.PER CURRENT MIMA-DADS NOA 01 �n° cis at J 6,; GLAZING'. s-F-W i3.1. GLAZING DETAIL.AS TESTED. Vim.='•'I''' 1,1. OVERALL:"r!S"NOMINAL:11SULATING LAMINATEO GLASS. W c.S"`L 6.1.2. GLASS THICKNESS;(1)LITE OF 110"NOliiNAL TEMPERED)CLASS TO rKE INTERIOR AND(1)LITE.GF LA6iINATEO'GLASS TO THE EXTERIOR, W } W O�� ' 6.1,3. LAMINATED LITE:(2).LITC^a-C 113'tJCt.•,E1NAI ANNEALED GLASS SEPARATED 8YA0,090"TR!)SIFOL IFITER(AYFR BY KURARAY AM'cRIf,A,INC. anza 1� �• 6.1.4. SPACER CYPE0ZE.7113",lGPfIPIAL OARCINAL XL EDGE STAINLESS STEEL SPACER(TYPE S8-D). 5A.5, GLAZING SYSTEM INTERIOR GLAZED 1PATH(2)-LSAF DUAL UUROMETER AND 81KA FLEX"552"BACKSEDDING 141TH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINY.,.GLAZING BV,(). a;2. ALL SETTING BLOCKS AND GASKET':"..4 iL'HI.3L5 SHALL BE IN COMPLIAhICE'WRTH 7HE CURRENT EDITION OF Ti HEFLORIDA.BUIt OiNG CODE SF..TTwo B:..00KS SHALL RE td.SOPRFNE 1AITH A-,(I TO 0?SHoRF ADUROMETER.GASKET MATERIALS SHALL BE EDFR1 v^1TI I r+Poi1NIA!.70.4 90 SHORE A Dt1F.OG4c'TF.R 41:'HFRc"APPLICABLE. I ? < nS. AS.'TCSTED+ MEETS ASTM E1=-Oµ3 FOR THE DESIGN CONDITIONS SHOIAN IN THIS PRODUCT APPROVAL DOCUMENT. (0 { 5 APPROVED SMPA(:T PROTECTING SYSTEM IS NOT F.EQUIREsP FOR THIS PRODUCT IN'�fWIND BORNE.DEOR10 REGIONS INCLUDING-WIFE HVtI"L. 9. SHIM AS REQUIRED AT EACH INSTALLATION ANCN.OR'00TH LOAD BEARING SHIM.SHIN`r")HERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM ALLOINA@LE SHIM STACK ID FJE 114-, a' j n. FOR ANCHORING INTO CONCRETE'.'dASONRY USE V4"HEX HEAD TAPCONS 1VAT11 SUFFICIENT LENGTH TO ACHIEVE A 1 112"^r1114INIUM EMBEDMENT INTO CONCRETE V.1TH 1 112"MINI?AU?3 EDGE.DISTANCE AND 1-?,9NSMUrI F.MBEDPIF.NT INTO ?IASONRY+AITFI. "t,41t:6LSUMEOGEDI57AtJCE:LOCATEANCHDRSAS::HiVv?V IN F.LEL is T(OF35 ANC.'ftiSTAU.A'fION D'.=TAIL.^>,"MINIMUFA.xPAL-ING 3E"'s4cEN taQ1ACi:NT AN4:7i01?S REQUIi?EQ,�BNi:hOR LCC:1l'ICN5 h1�4'i=+i-1'S'O:ERANGC- Sntw eJA t%;E. . . Fin:ddp E.��No. D, 10. FOR ANCHORING 1NTO'PJ000 FRAMING OR 2X BUCK USE ONE OF THE FOLLOUMNG: •sd*�`SpA4ECt{ f�ti '10.1, 912 PAN HEAD WOOO SCR EWS{A )WTH SUFFICIENT LENGTH TO ACHIEVE A i 3+S-MINIL',Uid EMBEDMENT INTO SUBSTRATE 1,V171i 7!8"FdINIv..urj EDGE DISTANCE AND WNIMUPA ANCHOR-TO-ANCHOR SP;,ACI,4G.0r 2'O'CS,".1«_ER, `yv�� $r� � LOCATE ANCFIORS AS SH041'N IN ELEVATIONS AND I;ISTALLATIOAJ DETAI(S.ANCHOR LOCATIONS HAVE+1-1 i OLERANCE: �tC8N3�c•; � 10.2. `I24 PAN HE.ARVtUOO SGRFbI'S jf1$)IfJliH SUFFICIENT LENGTH TO ACHIEVE A 11!2"MINIPALIM.EM6Et2MENT INTO SLJBSTRAI'E LMT.i 1"1,',INIMIJ.I EDGE D19TANCF AND tvilNlti,Utfi AP.CtIOR-I'O-AtJCiiOR SPACI!JG CF2"ON CENTER. .Tq?';'T'Fla`+1g�gg• .`P�� i'..' LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND.INSTALLATION DETAILS.ANCI1OR LOCATIONS IiAVE id-V TOLER-NNCL. 11, FOR ANCHORING INTO METAL STRUCTUREUSE'-it9 PAN OR HEX HEAD SHEET t'FTA4 0R SELF DP.IELINO SCREENS LkITH SUFFICIENT Lc"WG T H TO ACHIEVE 3 I'WREf.QS FAltdi 1UP„BEYOND STRUCTURE INTERIOR WALL VOTFL 3;4'b;INtVUM EDGE DISTANCE AND MIP.IMUM ANCHOR-TO-ANCHOR SPACING OF 2'"ON CENTER.LOCATE ANCHORS AS SHO".74 IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. E OF Cl?N tEN'TSBL 12. ALL FASTENERS TO BE COF;ROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING � 'TA FO 74NA4�sag I '�fiA1t111{e911t:� [ 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR M.�. 'SNUFACTURER SHEET -DESCRIPTION INSTALLATION INS.TRUCTION$Al-10 ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TIME 1 NOTES MINIMUM STRENGTH SPECIFIED BELOW,' -- 13.1, NOOD.-MINIMUM SPECIFIC GRAVITY OF,(G)0.42(NON-HVHZ)AND 0,55(HVHZ) 2 ELEVATION 8 ANCFtOR LOCATION 13,2. CONCRETE.-MINIMUM COMPRESSIVE STRENGTH OF 25-30 PSI i3.3. MASONRY.-STRENGTH CONFER}.1ANCE TO ASTM C-90.MEDIUM Iv-EIGFI.T'Vt'TTH UENSITY^11?PCf• 3 R'17ChL SECTIONS-CONCRETE&th'000 SUBSTP,ATES 13.4 T:IETALSUS5TRATE:STEEL16f..A(0.0a26"),Fy=33SSSIlFv=g51CSLORALUI.tINU'ri6Gu3-T50.098"TFiLCtChIINItAUt1, q IVEP.TICALSEC710NS.-h1ETALSUBSTRATES. 1347. S,EEL.SUaSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS, nad,PRODUCT n ma eompl 9n with the Florida 5 IHpFtI.>_OIJ'r"SL SEC7"IOINS'-CONCIRL rEQASONPY,.Ih'OO'j&Ml'rt L s(1E3sfRAi Es. eG(Niay o o NOA-iia. 20-1103.07 E COMPONENTS AND FP.AME CONSTRUCTION E.p'aadom Oat.05106/2025 ....................... —.—.-_--......_....._...._-.._._.----.__.__..-----..., 7 DILL 01:Iu/ATERIALS n11nmT�a�'P�uel"LonTr'af- r,t CFRAME AX:WIDTH•--#a�.f i rSNUBBERS LOCATED __ 2�'" SASH WIDTH j / n u c > S`AND 17"FRO'A EACH —MAX.TYP. � u �H �i IU END AND MID-SPAN OF �" _______.u-] I w a < j fA / i THE HINGE STILE}KITH MAX.TYP. I r` 1 CORRESP0I3plNG a U n p HINGES ON THE HINGE = ° v >w __ T_ m.1_..._._. — JAMB MAX. �76" 4L9 `i AX. Sg'V 5 ) MAX,. FRAME ENT tm�j.........4 f Q I I I a N HEIGHT I EIGHT I I i_.. 5� HEIGHT I I I I ... b U v 6" , , {a,r m� V, n0ILA MAX,TYP. I I I I I w ct�_K z �e E tea - . 1___ i t fw- L _.—_ __... U LOCK CENTERLINE LOCATED i I OPERATOR LOCATED 17" � �a ...._..._ '� _ : Ro., d.i crow.P'E 11 ! 7'FROM.JAMA(TYP:) —�• j FROM JAMB(TYR) MAX.TYP, Flute: PEN aaTb2' I - 1�tiyt\9451(it7l)ll-. `tiC A�fA� I SERIES TECH 5205 VINYL OUTSWING w��cera �,3,��.�./ I �--- 4�'�eau ag 52 "•day CASEMENT WINDOW EXTERIOR VIEW29 MAX, QLO'WIDTH —� INSTALLATION NOTES: 4. BEAD AND SILL ANCHORAGE TPIF$AI ME tdfhttiil 4Tsax��.• SERIES TECH 5205 VINYL 2. JAMS ANCHORAGE SAME. ._..._.I—._...... _.._--_---..__— 3. +1-1"TOLERANCE ON ANCHOR LOCATION, OUTSWING CASEMENT WINDOW 3.1. TAPCON MINUMUM SPACING IS 4"OC.: EX�]�EE1�SandV1 Ul. -.'4 3.2. VJ1JODANDTAPPINGSCREWMINIMUM, SPACING IS 2"OC. DESIGN PRES$JRE RA G: I PRODUCT REVISED .......... 'QTES; a complying wllL the Florida 0 lidin Lodm LARGE'hRIbSILE 1, MAXIMUM ACTIVE PANEL(,SASH)SIZE:34.25"X 66,313"( 4-1/4"X 66-5/16") No"l 20.1103.07 155.0i 55.Q 2. DAYLIGHT OPENING(DLO)SIZE:29,38"X 61.313" (29-3i8"X 61-6/16") Expo-sugnoate05r06=25 It�lpf(CT 3. NO WEEP HOLES EMPLOYED PROPERLY SECURED 1X 1 4 ETW TAPCON zi2 OR #14 1YOOD.SCRE%V»2 PROPERLY SECURED 'X WOOD BUCK BY OTHERS 43 INSTALLATION ANCHOR INS!ALLA11ON ANCHOR f--WOOD BUCK BY OTHERS ry o (SEE NOTE 3, SHT. 'I) (SEE.NOTE 2. SIM 1) a ^ _- f- „,a WS,: 1" MIN, EDC� MST, w C F WOOD BUCK PROTECTION BY EDGE U151 R12 WS: 7/5" Mill). FDG:m DIST• _e_..._._.....----.._.._...� 2X 1YOGD V I OTHERS (SEE NOTE 3, SHEET 1)' BY OTHERS THING' (SEE NOTE 2, SHT. 1) CONCRETE BY OTHERS ' �- Y TILERS --- o SHEATHING �, {SEE Mt'�TE .?, SJ-1T'. 1) „ry �\ _.._ ............. .. w O v Aex hJENT EXTERIOR FINISH- p 14 PJS: i r2}t1;N, EJ BwG`AE J'E w ; - f- i 4', M.Y. BY OTHERS J� +12, WS: 1 .,�fs� IIAN..EMBEDMENT �' a Fes- °w'G+' n c � <' f _ �' ;it, -•.-'`-" -_.1. Hlkt SPACE f' __._.................._._....... 1 -''o u c EXTERIOR FINISH - BY OTHERS ✓ E ' (:t i.A SPACE z Y C PERIMETER CAULK .` --...}.......__._---. _ BY OTHERS' 1J PERIMETER-CAULK- BY OTHERS 2 ram——.'--✓ Y., "— �_"'_ Y S fl 0 1 �S, I t j i u SEE GLAZING '" 14 \. ! >,�_,tot' a t S O<i a NIN OW FX]fR10R, DETAIL 1, JNLF_1;Q9 T 0 w HEI:HT C4 SHEET 4 LSHE T 4 ! :iti'{ w 0->` q S; T1 � r --rt a 4- 13 EDGE AEDGE -TG-SUQ57RAT, "' �:�•.�-„� r� j i..a,1 DISTANCES ARE TYPICAL AND !J¢ASURED TO 001H SIDES OF' SUBSTRATE 77� I '—f--':"?' '.s �`.✓� r..�l;V", LI.01-1 _ �_'''^ + L�aLtOC 29 { r— AS Ro�rt aM Aso.P.E.. .. _ t SFG �'F2'A_2 S. 1 jai.apt•.as<.rA' 'JSi(? "S �r '�` Ic" 7 r REINCOPCEM JI Atttrugerf ! ` IJFRAtAc SII I_ ��,'AN 5WES i?1+ s PERIMETER CAULKb+A)i. REINFORCE, � J--' t 4' MAX. ! ,,' � EN��� . BY GTIIERS a / / V. i+ A 'PACE - ., r_-'-__---� SHIM SPn �Tr�.••t,�45 5x•y° J rX PERIMETER CAULK t b '% EXTERIOR FINISH BY OThtERS ! ' BY OTHERSy'dfl: STATE �2 fv r — CONCRETE BY OTHERS-- r /Y u � � 1 1 j2" Jiffs. :Z t•Fq QPr�* (.SEE NOTE 2, StiT. 1) .t�✓ ".a s - F;d�Ef:mEMT =tF ? 1 iJ> MIN. i"4 c© .P!i I 4�!S°�1vHt ,pybt�j' i �r• +� EXTERIOR FE1vISH \ t11 M, t 3V 4' MIN, E±. Er.{_N; ✓ ' ?c v s < 6! OTHERS ' _ PROPERLY SECURED IX WOOD BUCK QY OTHERS � ! J 1 ! f" MIN. 1 �' 1 (SEE NOTE 3, SHT, 1) — �� SHEATHING l \ \ 2X WOOD 4L`GE DIST, ��",'' BY OTHERS- \ 3Y OTHERS WOOD BECK PROTECTION 1/4" ITW TAPCON�a \ (SEE NOTE 2� SHT. 1) t INSTALLATION ANCHOR 12'#14 WS: MIN. EEDG DIST. BY Ol'FiER5 (SEE EJOI'E 3, ji12. WS: 7jEi-' MIN, EDGE DIST.�� PROPERLY SECURED IX SHEET 1) 1h —1,1400D BUCK BY 01HE.RS PRODUOTnvisrab. #12 0;J # >YOOD SCRE19 A2 (SEE NOTE!2, SHT, 1) pt t .0 th th.Mikta INSTALIAFION ANCHOR nuualnm �a .r 4 : CCNL r.SECTIO N NOA_Na Z0.9'103.01 \\yH,. VERT"d,LSL+'GTtt)\ &epinl-o4.16 0 5/6 612025 -` A ;'r000 SUBSTY.KCE r s 'ems Ml�ro(T" .s .. - .. K 7 ulq fa ffi 10.14Ljo 4�3' 1, sVFR:):e(TIN.StALtA7ICFiSUHGTRA'TES I€€CLEtOH THE f'yiLOWING: i.I. AVCD FRAMING. N H 12. ETU':EL.5TUO(+iA.MiNG. rro`- 11 ALUMINUM FRAMING AND #14 SHEET METAL` 1. \C FE'EAhG Rt+uu v u SCREW/SELF-DRILLING SCREW T� -METAL SUBSTRAI.TE 2 V JRthtirhGi QR %Y1 IHUCY MHTA4 r RA4HKTID Gt)h R C d19 JAY Fkjh T)HF QE:>€GN C NQANCNQREQ TO INSTALLATION' ANGHOR.A f BY OTHERS :fil RAN R LiOAC.,OMTRIiCrL.R rRkh€U A cCJc R iFt1g nNRYn_hli,ilOTrt >'sESf'Od£I4:TYOrTWt ci p Y6 "o z (SEE NOTE 2: SHT. 1). Aa r?e T r R r sinr.R OFF FORD. EXTERIOR FINISH BY OTHERS z: % ; +xaLCI; {eF�.r,ETP!anso Rr, C f 01blUCKISUSED.ir1ETAL f rdor J'i6''4Y.LCr 55R OJGt{laE yrR4h' c y a" tdfEd. ,i '171REA:IS MIN. AND•zH' i€r1rQ ON'wcltrrti u un a)Ls$T wire a+r{pt 1 7, u.r ,1'w.i.t ti ^1F Ii;:arrAN^a'dctic -it PR RLt T�. E:)t.f. bIST.— i '-it41:?r.7.:1.{NT B::Y:YNCi TRAr7',{rT Lti)' A 1t 7 U urri'ir ,1 al rQl IrILiTY UI ti ARC`SIT r or2 Nr�riHcR OF RI:':onbai [w LAR a'�'refil'S:u QI= s. f MII8T t1F rrA ATMXTI In.ROVi:: C 71J -O).,4 NRRA IE.SCE I)lu CO.4T0',J OR MEN1)R-NE IS TEL RraFONSIrALIi GF Tr E- •D�'+ w4 W Ir;TEmor WALL AP•HiTE PCREN I EERGFRc Ono w S 1 jt" A{A,- a SHIM te5 RgOkNrEDAT f0.4!x!nTrtl Al'lU Ar WJft.+t'tHLOAD HEAMMG HrA.Sl4S!4".}'E.RE SFA4r::6F 1116'ON r.A i:ATF.:R OCf^•URB. .a Y .. SHIM SPACE rAXI!AWNAr.€,avve+KE45HInaTkK TOKA.114. FFall A.C.:)P.IM•s.r+,f).Li.YR,..T,,.:..t.,V,:?:I.aGi!/HEXH-AOTAfu.C€SNTTI+,,.u*!'ICIENiiCt:;TH TO ACHIEVE.11tVMIN1FAA! 9MAEDU 4.it 'SL01 TTT'W H i+R Mih fdU A L:C P 1711 NO 1 b Ni uM CMBIIPU1 Nr INTO MASONRY T f MI IS.U rA EDGE _.✓'' '-"" D€71NOr'. C'tTC ...0 A 8Il'MW IN JATIO is r 7h A � NI;.A-m,IM1 mum IiFA.cING BET AO,IACE.11,17 Ah.NOR.1 ff b tp ieuu i ANCHOR, c roNiTOLERANCE.PERIMETER CAULK M OTHE 0 , oew ;roAOnFRAMING 0v x ui L clrn Tr<EFn4rr . ,N-RS F.1, a u12 PAN uUFFICIETii LEN01II7-OF:T�=EU;:A S31:-t,SINiMUMEDM[ERiFNT INr,C U3?;TRATEW!4f 7,W CHI -/ Mlt.PAUM PCFrMANCF.AND MiNfl lr1 PXIIORTTAA MHOR SP I;C..I' N IMTER LO"M ANCHORS->i S+WYiN IN ems,,r � 1 j HLEVATIQW8 ANrIM19TAUA[>ON'JETNL ANCHOR LOC I NS NAME I 7CERNC GC j J2. Ni.PP14 HAD WCOM 1.(ih (.`)Lr1T€ tIIC7(h '('I H'OACi-1F1 MINIMUlEh°6CL:h1iPfT INHIsv RATEWITH t" MIN MIA,Cv.:C[715T�1 F N MINE ILI MUhi AN pipR TJ 4N HUit;3 Af 1.O i�2^V.CL^NiLT 1.'.TCATE AN;'.h:gRJ:x a.Ol.".IN Q 1 /'�-,J�„-�_��� __-I N , . ' �-----'�� ET.GVnTIJhSnSl:lrf„TALLnT�..r.Ttc..AC,..AY,.,Gfi 1Ti 1^h\T•l•'"TCI.F.fnL1.,C. 5 Ip . _ y "-^-^-�- / l 7 'r(RANi,eRIN INTO N Al,STRUCTURE USE41 FAN)R rl`4 P140 �kr f Tfi ORSE RLR €I �J'i€N -Al! tIF I. F-tlT. "::>TII .,.w �u t,- i"'�+. ```+�1 04•MG4 rtiflt'i H Inl Gtid YOn -TI+L_.T4'' 'i 'Er'JCR ViTl1 AI'.l 1 k. .0 'T-ti Ar.. _Eh. :6A=y;Jj t- � • LS ..G a. ,,1`M1� ANCHOR pA O RS ACIr L 2 OW CW ER.LO(4 15 N 1 .,.0 A.W-IC,IA IN P_E.A,M",AND 1NSiAZLATIM 3.ETA P.::hJ EXTERsOR / ' t -00A!IOe ttA e RAf n i •�:"�~"~• ;'�y r 9. WT::1:iAfe ArIL FHT.IrIORFrI it FV Oir,ERS..NOY3 "V F0,1 r„ARi Y. N 141 �$ GI.AL161t1 i 0. ?ETpIl1E7 RA.u.U„!T_EA,fhT HY GTHER.•7T^,[+rC_:sI:,,J.CIAr[{;:,,^5-;i,i[i.!i.NAi;(,t7RCArt^„Ai'IN 451 ti!E:!:T, (JOCJ i`t- ESTRISL4 DETAIL 1, ,'r,Nra vJANCHOR-TO-SLIBSTRATEk I C u `+4 �_..S!-;ECT.4.... � ;gyp �? t;EICHT EDGE DISTANCES ARE c N t x TYPICA .AND i f.1EASURED TO ROTH ! 71 1ASAINATEr CLASS SS-L.ISIS:I.-N - U F . SIDES OF SUBSTRATE Or EMMOR L VITWiED GLASS - (2) •"�,�.,• ,{1�.- " l I (t 1a N ,hl1iPPNN �1.0 u(. a vi TC4 ............. �v KLRARAY AAERICA IN TRc :'(it � u F N INTEnLFi�F'n, :%!n AtRSF;iL•E:-tYj J i /�� � _•,.,_. - 'l.J ciAiNl::iS STEEL SPACER, i.YFE 55...p}, •I IN1 EhIC.I iAfi D U;.ASc t .IT •--.� I o O I 13 'I�r 7FGra 4 !'i ER!CR A`AES+t{p+st,' USED AS l/FRAMc SILL { \ 13. 'Iasi a9 e2 ' sa. PERIMETER CAULK-,�, ' ti REINFORCEMENT >t J ye BY OTHERS ---( 1It ,.. .............."............ C L �I I�•.�''� °o.� tub. 17 ( t _. / ..t - �aipSJ4NAtkaaS�� 3 s4• t,;y a.. AA. l t� r�fdalvill. f EDpE DST,.. I ` SHIM SPACE , / (7YF,) TfiREAGS MIN. 't] EXTERIOR FINISH 3 BrOTHERS-t/ V d G-11, BEYOPID- �� Ef BE h c INTEMOR WALL ry 14 SHEET.t- IAI \ �-_mZTAL SUBSTRATE SCREW/SELF-DRILLING SCREW BY O HERS CL<�ZI�G.D�TAII.1 PRODUCT REVISED //F 1NS"tA.LLATICtN ANCt;OR`1 WWII ytoy walwaFla a� (SEE MOTE 2,;SHT. 1) .Ain�Cnde VERTI(1 NOA-No. 20.5/01 07 � aL S�.c:�rrc�r� :1L11FAl st D>I"1ztrt c�tlnrw oor.asroolzazs p j nei®n 1:6n"'Ti a 6•ro3uce vcnrroT� 71 � K USED AS a 1/." MAX. _ 2X WOOD - BANE JAMB FRAME. BY 011iERS�:>t!t1 SPACE '' REINFORCEUEN 1/4" MAX, SHIM St ACE. q t \ I /2- MIN. EERmy.EN'� - C 91,111REfE o (SEE NOTE 2, SHT. 1} ` SHIM AS REgWl2E0'-.. t....,_-«�.. ... .. r \1 ! 3 t (3t t-f`-' R�4S ` '' 1,11N. EMBEDMENT _ M,S,t Y "' . / .11 l' MIN, E _ EN l n 14 4` ( ? I! 43 1 4" l FY 'rARCOfd INSTALtATIOW ANCt{OR P72 WS 3/E3" M1N. EFt,BEDM?NT �• � ; 1 r � 13 ,\ i � O` e' O` ", 1`2" MIN EDGE DISTANCE - COW" {12 OR #14 WOOD SCREW a2 EDGE DISTANCE MASCNSr �� 5 w INSTALtA"1ON ANCFIORrca iiL 9—CONCR€-E OR MA:SKY t?1 V WS: '" MIN. EDGE FIST. on + •..,,.,,,� === 6j.( -I C L uc� , t:.V. BY.OTHERS (SEE N r: 2., SHT- 111t12 'VS: /t" tiA EDGE DIST 6 ! ,�" �E?il_E:: Gi A.�1NCi -'w.:.� 1 ' f i••, -"v,. 'r 0 t PROPERLY SECURED 1X a PROPERLY SECURED 1X- - -� �' DETA!L t, ! L 1VOOD BUCK By OTHERS WOOD BUCK BY OTHERS i i"T 4 } 13, rr1 1 �I C t+ (SEE tiDTE :i, SHT. 11, (SEE NOTE 2, SHT. 1 ,.._ / ', l-� `---WOOD'BUCK PROTECTION BY �to b SHEATHING 13 14 r,XTFR10R Jl� OTHERS (SE: NU'rE1 SHEET 1) _z BY OTHERS EXTERIOR FINISH z rx) m EXTERIOR F1415H 'f PERIMETER CAULK PERIMETER CAULK-. [i1 O€ERS T ' .z W m S z .. IIY OTHERS OTHERS BY OTHERS a `1-1 RILONTAL SECT:IO 1 ' W t'ooUf•7zAMESI..DSr,ATII; --- ANCHOR--TU- JESSTRA7Etl �1FC Iit)C{tI{)NIALSEC",TION �c'� C EDGE DISTANCES ARE t >\('kt:fF n,ovut w ?a TYPICAL AND MEASURED TO BOTH 5v 1/, MAX • +}t' °PACE SIDES OF SUBSTRATE 5 LtT£RI,Q,R SHIN AS REQUIRED--, 3 @@ r 3 13 0 7 70 t 4 \ �t14 SFfEET M TAL y � ' �,�. \ ;SCREW/S)•€.IF-DRILLING.SCREW � � \1 \ \ INSTALLATION ANCHOR z _ ^� Fat:vt..hm­sa.RE iy, l` 5 EDGE D€Si (iYP. `°i�`aAk9ESq +0. - � �'• to sz .°' , 7_7� 3 TFIREt1J$MIN. S iIt INC. - ao -..EM§E�MErT BEYOND INTER 10R All. I DOAL ?: U7AL SUBSTRATE BY OTHERS ---'S€iEt- 4� �' j �' (SEE NOTE 2, SHT. 1) i 1 14'1-? .2 !� `--EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY.OTHERS PRODUCT REVISED a¢ mpiyyMgg rAth!ho Yloric'a I3ding 6udc taon--r+o. .zo-a s a a.o7 HORIZONTAL SECTION r�l nrronoAt�osroerzozs D SttiTALSUt6STCA'IT, or ' m !n�t�Inde f<w.,um. MAIN MAME I � SASH FRAME r\ G-AZING BEAD 40 SCREEN FRAME i � SASH REINFORCEMENT 0.085" TYP. WALL THICKNESS. I l`f. 0,080" TYP. MALL THICKNESS t� 0.070" TYP. 0 045" TYP, `? 0,05" TYP. WALL.THICKNESS I WALL 'THICKNESS WALL THICKNESS GALVANIZED o .c ......... ..._._......{..459...... — I iJ.55._—I c k �l Ift I ( _ i[{ 1 I � '� Iu� �)i--t I4. JL7 O.E�B ❑ o_ 11.._....I 2.424 �.52 0.710 - �w l s t... ri?.54... 7— e F.- J C 0,777t 3 Sa I z(o ti 3 z r 0 c5 t. -T'<C 4t1: S a � L) * tl t?W to it4. EL®E�} MITREd n I z�4�w rr : r CORNER CONSTRUCTIONac, _oin 1 z 4it TO - QF �t ILI�' lu Lo l "mow,,,•. Ftur;J3 f'�e.�(Vq 49iS2AST "Sx.,t„' `��. "+'.' _ 'C ?ate+• (CON i S'T R 1 t T ION PRORUCn wlEVISa Piorida AA 1 f''�I'�! rr t� �AA AA j 44 NOA-rao. 20.1103.07 SAS I._.{ {... Rr�P'4 L._ S I M I�._AR). ®ntrdnR.to D9/0G72U2S 1 Itatao�'-'�a�o 6�oqueTtontro Series Tech 5205 Impact Casement./Bill of Material 2 d a i Item No. Description Part Numbors ISupplier Material Frame Components , ° 1 Master Frame _IV White 1083 17783 Energi 1 Ra ai White PVC`(2 _2 Sash 6 rame(OperatEn�Sasi_-1� ___,._...,.__-...._....--........ __.,.._.,.- iV_White_1084/7734 Eneri J RaI ----- While PVC:{2} _ __ 3 Glazing Bead Stop(Operating Sash IV White 1080 J 7753 Energi 1 Royal White PVC(2) Screen Components `I 4 Sin' le LcirFeame New White 06516NEW192 Shapes.Uniimited - Alttminurn _ _ _ 5 Fiberglass.Scrotsn Cloth'Charcoal 36"x 640' 3000420 Phlfer Fiberglass w _._ 6 Screen Spline(H 1 W�- ^- — -__.. _EX-FLX-0165-BK Imperial Plastic USA "' J 7 Aluminum Corner Kos CK252X260 Hygrade hTetais- Aluminum a r I r 10 screen Clip Clear --___ _-_ 8794352 Ashland Hardware l 11 3OPP12-18P50-9/16 X1 310 X 3 Foam Block -- - W0511022 Lindenme 12 jAccessory Parts installation Translucent 02-h1X0'150010C2- - Novagard Silicones - °< Glazin J 13 Wet Glaze{Operating Sash} 1552 Sikaflex Black Slka US o n 14 O gratin Saab E3662.7mm 102 PVB Interlat o12 Hurricane Laminate Impact Cardinal Kurara .America,Inc.TrosifolPVB z " { 15 Glass,Setting Bloclts Sash -- _ _........__._..__ ..-„__........._..2N13-M-0:0062--02a_064 - Frank Lowe._._...-__ Neoprano w170.to 90Shore A Durometor . 16 ENDUR 10 with XL Edge SS Spacer(SS-0 TYPE) - Cardinal Stainless Steel _ 4 z Reinforcement,Hardware and hardware Fasteners(notall components iD'ed in section views) ??_p w to 17 Sash Frame Reinforcement O eratin Sash 5T-888.168.0.062 H rado Metals .050"GaIV. 1 `z z Q a z n ----------- 18 Sash Lifter 22648 Amesbu trrutit a'`, '�5 ..... _ _-__._--_--___-...--•-•�------_--.--..._._.._._____-_-- ,.sue u;� i� ,: }� �n - 19 Encar©Awnin APerator - _ _ 5_1.11.00.211 Amesbury Jfruth M-T Z j Jt� 20 HGE CSM UL Assembi Egress - �V 14.12.00.230 Amesbu /Truth w c'a ° s y - tL . __. 21 Ent.ora Keeper LH _- _32627.93_ -- Ameshur}fTrutin u ---- ------ __—_._._.—22- Encore LH Stud Bracket 14690,93 Amesbury/Truth 23 Encore.Tie Bar Guide 33705 T Amesbury/Truth- - --_ - 24 Encore Multi-Point Lock 1 Short Gasket 24.30.32.004 Amesbu fTruth y - I 25 Encore Folding Hardie ._..-_.._i2616.32 . __—._..Ames bury,ri"rtiih 26 . Encore Operator White Gasket 32658 Amesburv//Truth.___,.:---....__......... a �" i-_._.............??._.--.--.-EncoreSupportPlato ..___.__...__-�_.....23822 Amesbu JTiruth 28 QperatorSpacer 2154t Amesbury/Truth 29' Track Operator 14.6 Impact 32384.93 Amesbuly/Fruth r_ .............—.............._........._........ Ym:srr. 30 NIP Tio Bar Guide 14590.92.00.110 Amesburyfi Rith _— rin:t J.fm ai?.c'.4�E0752 31 Snubber Interlock 22999.92 Amesbu !Truth _..._.___._._._ ,ttytUtitiilfth . 32 #10-23 x.11J16"Self Tap�yit?y iJlachine/Lock Handle _18128_92 ---; Amesbury(Truth _.._--_...._.._....._..._..___- �:��qt;���Esp`4� , 33 ?,8 x 5/8"Tek)Snubber - 124934 taLF Corporation p®�u s:fir'.No 44 �- 34 -#6 x 5/8"Tek/Stud Bracket 120934 GLF Corporation L—..._.35 - _ #8 x 618"Tek)'Sash Hinge _120934 GLF Corporation +vZ 36 #0 x 5/8"Tek/Sash Rabar H 117595 GLF Corporation 9Q s STATE 37 #6 x 518"Tek/Sash Rebar tN _ 117595 -._ GLF Corporation 8 #'8 x 1"Tek/Slat Head SS T"iabar Guide 119977 GLF Corporation 39 #8 x 1,12"Pan Head f Keeper Screws 120145 GLF Corporation _ 40 Y #10 x 1"FLT Shar Point/Operator Screws 127318 GLF Cor oration _ 41 AL x 318"TekIScreen Clops White 116506 GLF Co oration -�- Installation Fasteners 42 #92 OR#14 WOOD SCREW nla n/a Steel 43 1/4"ADVANCED THREADFORIv1 TAPCON n/A fi W _steel PRODUCT REVISED --- - c9 14.'9 wlth it.timid. 44 #14 SHEIST METAL OR SELF-DRILLING SCREW n1a nla---�- � Steel. 3.1dl"eaoae non-u.. 20-1103.07 (1)Hygrade Metals Specification:AISI 2005 to 2010,CS Type A and 5,.30 ksi to SOW Yield StrnnSth,G406alvan'szed - Facpimnon oaee e5_Oti12025 f(2)ENVIG1 FENCSTRATION SOLUTIONS USA,INC.,PER CURRENT MiAMi-DARE NOTICE:OF ACCEPTANCE(NOA). uisM�a Pre u�eea"eroE'