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Product Approval
M AW MIAMI—DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTI!Q OF ACCEPTANCE OA www.mtamidndaeov/economy agency Plus,Inc. 1024 Locust Gap Highway . ount Carmel,PA 17851 SCOPE: This NOA is being issued under 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 Miaini-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 AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this 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. RER 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 ofthe applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code 'JWJWinst the High Velocity Hurricane Zone. ! ESCRIPTION:Series 115305 Tilt"White PVC Double Hung Window-L. APPROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8,dated 01/12/09,with revision IN dated 09/24/15,prepared by PTC,LLC, signed and sealed by Robert J. Ammuso, 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, ISSILE MPACT TING:Large and 8malt ass a mpact esistan LABELING: Each unit shall bear a permanent label wit t manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMMATION 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. ADVERTISEMENT: The NOA number preceded by the 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 shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13.1007.10 and consists of this page 1 and evidence pages F-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. - - NOA No. 10618.02 OCR cc utm Expiration Date: May 06,2019 9f 291 Approval Date: October 01,2015 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1. Manufacturer=s die drawings and sections. (Submitted under NOA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision H dated 09/24/15, prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,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 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBG,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 20394 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09,all signed and sealed by Harold E.Rupp,P.E. (SubmUled under NOA No. 179.0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 06/01.115 with revision dated 09/01115, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 140916.10 issued to Kuraray America, Inc. for their °Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal.Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manieel rez, .E. Product Contro leer NOA No.15-061&02 Expiration Date; May 0612019 E-1 Approval Date; October 41,2ols Nr--- Rez ency Plus.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS L Statement letter of conformance to,of complying with FBC 51a Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NCTL-11041422-2, issued by National Certified Testing Laboratories,dated 10/02/08,with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under N©A No.09-0122.05) G. OTHERS 1. Notice of Acceptance No. 13 1007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06/13 and expiring on 05/06/19. j IV - i i i Manuelrex,P.E. Product Control Exa iner NOA No.1 18.02 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 c 1° C REGENCY PLUS NyL WINDOW SERIES 5305 TILT DOUBLE HUNG IMPACT VI ON ANCHORAGE � DETAILS INSTALLATI US �a NplAlNOTBt: N6TALLATIQ d' F-- E PROOUCTANCFi0RA 32 SHOWN HEREIN IS DESIGNED A.OUTSIOE FLVIIZ REQIARE THAT A LICENSED _ � o OCOMPLYNATH6THEORIORPM4)FLORMMKOiND F1KiINEER�tIAT�IUTECTPREPMBANDSAM3MiTSIIE 1.ONE(11NST µ �REOUIREDATEACH ®0.1 T� E OCORROSIOMRE918TTANTIMT q ODEIFDC)-BULIMANDRESIDENTIALVOLlMAE8 OCUMCWDDKITNEH*NVELOCRYHUld!UCIUEEONE(HN12! DOCIAIE!(T.T THE DESIGN PRESSURE STATEDHMIN. aRimHVF¢REOUIRETWAO10TIMESITE 2.THEHUMEEROFINSiJLU1TI0NANCH0R80EP1CTEDISHAVBPECIRCAPPROVALBEAPPt1EDFORAI�OBTAINEDTHEMINMIMANUMOFTOFORAFORCONCRETEOLOCKDDNOTINSTALLNSTALLAriEPR00UCTDETAILSCONTAIEDHERENAREBASED ® FROMTNEMNMIAADEOOUNIYPRODUCTCONTROL PRODUCTNSTALLATION. AMC{pABINiON�RTARJQINTS•EDfiEDISTANCEHiPON SKRI®ANDSMEDTESTREPORTt MEASURED FROM FREEEWE OFBLOCK OREDGE OF NCRr110.11422•�2DATM12MIAB.ADDOUNDATED 7.MATERYWS: �yy �LOADBFIR[NOA M{ INN M�1HAK1 E MORTARJOINT'INTOFAOESFIELLOFBLOCK. �5e;a _ IUATMANDADDEM MAUDILYW03MOPMAND ASSOCIATED LABORATORY STAMPED OIMNGS AND 7.1MIUMFRAME MATERIAL'ROYALVM M&DOOR SHIM SME a114NMSHIM WHERE BPACEOFSUMIH ��� WERETESTEONACOORDANCEWRHHOHVELOCITY PROFILES.PLANT17RK0 NYLPVCPERMWA-0ADE ORGRFaTEROCCLIR3 SH1M(8)8iW1BECONBiRUCTED 10.1NS �EVATM���ACiURERSN d HURRICANE ZONE TESTNOPRDTOODWTAS-ZH,TA$QW ®ROTiCEOFACCEPUINCE004HO.12.1120.W OFNKiHDENSQYPLASTICORBEftER INSTALLATION INSTiIUCTIONSANDANCHOR$SHALL ANDTAS ® 72fYAZINOIHiFAIAYERKURARAYAMEWCI\INC. 4.FORNSTALLATIONNTOV4000FRAMND.U8EM12W000 ®NOT BEUSEOINSU88TRA768WI7HSTRENOTHSLESS �q 7.THE PRODUCT HA 8MEVALUATE DFOR COfmOFUAiNCE ABUTACNEWLERLAYERPER M MI-0NDENOTICEOF SCREWSOPauFFICB3NiLENNTmTOAC16EYE11RNCH THANTFIEKNUFACTURIEMINIMM NGTHSPEdflFABYTHT: TOTHE 8TANDARDB LIBIED IN THE STH EDITION(2014) ACCEPTANCE(MON NO.144)M6.10. MINIMUM EYBEOIdEFR.MNHN1fA EOOE WSTANCE 18716 AHCtK1R MANUFACTURER. oC 81 on g t ® FLORIDA BUYDNGCODE(FBC)-BWIDINGAND INCHES. 11.INSTALLATION ANCHOR CAPACITIES MRPRODUCTS RESIDEHRALVOUMESANDISNOOMP1fMMOTHWD O.NOTUSED. STANMWRClUpB MG14VMWTYHURWCANEZONEM S.FORINSTAUARONTMMGHIXBUCNTOCONCRETEI HEREIN ARE BASED ON SUBSTRATEMATERIASYRTHTHE N � , g KOW REOWREMENiS. 9 GLASS MEETS THE REQUIREMENTS OF ASTM E13004*11. MA60NRY.ORDIREMy INTO CONCRETE/MASONRY, ®FOLLOWWO PROPERTIES 11 SEE SHEETS FORGLAZM DETAIL. ®USE iN RICH ITW AVVANCEOTHREADFORMTAPCM OF 4 ADEQUACY OF THE MOSTNOBTRUCRMAI.CONCRETE SUFFICIENT LENOTHiOACHIEVETHE FOLLOVMG: A WOOD-PRESSURE TREATED CPT)SOUTHERN klifi fi MASONRY AND 2X FRAIM AS A MAIN WIND FORCE ICLDESIGNATION'W STANDS FOR THEFOLLOWlO: S.C. CONCRETESUBSTRATE YELLOWPINE.MINIMUMSPEMCGRAW"OF0.55 WSISTNGSYSTEM CAPABLE OFYHMSTMEDWAND X OPERABLE PANEL S.I.I. 11RNCHMNIMWEMBEDMENT ® LUMBER MMCOMPLY WITHVHEDITION FBWRC p TRNNSFERNWAPPLIEDPR001/CTLOADSTOTHE 5.12. 1.001CHWHIMUMEDGE DISTANCE AS RELATED TOW000PROTECTiOM C STRUCTURE ISTHE RESPONSNt0.RYOFTHE ENGWEER 11.A1/DINCREASE NALLOWABLE STRESS FOR IMND 52 MASOiRYSUBSTRAME S. CONCRETE 4ANB/UMCOMPRESSFVESTRENGTH OF g ORARCHIIECTOFREOORDANDTOBEREWMUY LOADSNMSNOT USED IN THE DESIGN OFTHE 52.1, 1NCHM*WUMEMSEDMENT 2500p6)ANOCOMPLIESIAATHACIW. AGENCY HAVING JUNBDICTION(AW)& PRODUCTIS)SHOWNHERE01.NANDLOADDURATION 5.2.7, 2NCHMINIMiM FDOEDISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C410, FJICIOR(Cd�14)W16 BEEN USED FOR MOOD ANCHOR MEDIUM WEIGHT VAH DENSITY.-Ill PCF.. Naot�rtl Am .PE &1XAND2XSUCKS CWHENUSED)SIWI.BEDESIGWDAND OEBIGNYNiNtEW00DONLYFIULUREGOVERNS.FOR &FOR PARTNGSTOP NSTALLATIONUSE#6WOOD Fta>r+►EWpT12 ANCHORED TO PROPERLY TWWSFERALLLOADS TOTHE ®OTHER MATERIALS.APPROPRIATE SAFETY FACTORS SCREWS. REDORD NDTOBBFETH BµuARG&RECiOF 12NAREASVNEREVAND90RNEDEMPROTECMN 7 WALLFFIMWS�HEBiNCCLU�GBUTNEDGE DISTANCEOCCLUDE � `,�.�Q�ISPMES ® REQUIREMEN SOW.USEOFAHAPPROVEDM AWT STUOCO.FWLM.BRICKVENEERIWDSIDWO ���014ry\CENS�ti9 6.THENSTALIAT10NDETALSDESCRIBEDHEREWARE PROTECTIVE SYSTEMIII NOT REQUIRED. Q�' NO 4675 GENEAND MAY NOT REFLECT ACTUAL CONDITIONS *� FnRASPECIPoC RC SITE.IF CONDITIONS CAUSE ��. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS O:"TATE DETAILED HEREIN,THEN THE SMOING MAY ELECT ONE IF J OF THE FOLLOVM OPNONB .......... R '6\2� TABLE OF CONTENTS ,AA SHEET REV. SHEETDESCRIPiION 1 D GENERAL NOTES,INSTALLATION NOTES&DP,CHART 2 D I ELEVATION&ANCHOR LAYOUT b UCT ;�� '3 D ELEVAT'ION&ANCHOR LAYOUT UaNwVOodr) .*f Iw A 4 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Ampro.N7.S imDw 8 D VERIZON SLSECTI �56.G lAROEMIBSD.E 6 D HORIZONTALSTER9 &GLAZLNODETAIL 7 D SILL OFMATEFUAl8AND COMPONENTS IMPACT B� Mmol 6 D COWMENTSBCORNER DETAIL MAX,O.A.WIDTH ePARTING STbf'5671 ' EVVtO;D FRARAME �c TOP SASH ' 's WIDTH 49A8' TOP SASH2,83 TYP. D.LO.WIDTH Q HEAD&SILL = " 45.75` FROM PARTING STOP CORNERS 90A0'O.C.TYP. ®HEAD m SILL FROM JAMB COR CORNERS TYp. ALOV TM FROM CORNERS OF WINDOW TI _ FROOMM PARTING _ STOP CORNERS y 5 TOP TOPSASH Am I 7V (FRAME 7" SASH OA-0. 93.76 r$ MAXAAX. HEIGHT X HEIGHT HEIGHT WK 38.825 32.993' 14.00'OZ O.C.MAX TYP. n TYP. X -- '1- 3`O.C.TYP.FOR PARTING WOODSCREWS.STOP GHT r O.C. 4 ,� O.C.TYP.FOR CONCRETE SCREWS. � < BOTTOM BOTTOM SASH ~� 84 ,old SASHDD.L.O.HEIGHT X 38.625 13310 REINFORCEMENT(TYP.) �Tr #121NSTALLATION X 18 X 1-518"SCREWS THRU � �e C ll SCREW(iYP.) ARTING STOPS(TVP.) >Z FbWFlraa vtt Na oftt 3.00"FROM CORNERS �T15.87"O.C.TYP. iitittttfgtttr *HEAD 8 SILL 7,. HEAD 3 SILL 4 130TTOM SASH @•` No 497 sy DLO WIDTH �,�• .. 48.812b" 710 STATE JOF BOTTOM SASH X65 O R�Q 04' WIDTH 50.125' PRODUCtItIMUD ♦��hSIONA, tiiai� ELEVATION ANCHOR LAYOUT A I`b "flo"t BX7MOR VIEW AX'TF.RIOR VIEW a ion ors WJPART9Nd STOPS WiPARTINO STOPS .• � i MAX.O.A.FRAME WIDTH 6r o a TOP SASH WIDTH 49.46° + TOP SASH D-LO.WIDTH a 75" 3.00"FROM CORNERS e ®HEAD&SILL TYP. x o LL 6.00°FROM JAMB CORNERS TYP. 3'O.C.TYP.FOR TOPTOP SASH WOOD SCREWS. 7r SASH D.L.O. 4'O.C.TYP.FOR a MAX. HEIGHT X ® 13.75' CONCRETE SCREWS. } FRAME 36.65 3EIGH O.C.MAX. X ® } UNIT TYP. h �E� x HEIGHT � `3a BOTTOM 4+ BOTTOM SASH A r O.C. c3 z SASH D.L.O. TYP. HEIGHTX HEIGHT 36.65 33.113" X ,� \ &REINFORCEMENT(TYP.) y A 15.6r O.C.TYP. Q DETAIL 1 @ HEAD&SILL ® PON a,w,,,,,K P E (SEE SHEET 7) ROM P&ft 4#M .��pMES 1q��i ANCHOR LAYOUT ® oa%` "�o BOTTOM SASH 0�:-��oE+sF,9G DLO WIDTH EXTERIOR VIEW @�•�� No X97 `p 46.812&' W/O PARTING STOPSBOTTOM SASH ATE O WIDTH 50.1 5' •q�t`SSilim...... p,�.• 4fE��,� ELEVATION P"°""CTM"'SE° eaie+ EXTERIOR VIEW AN'b" W/O PARTING STOPS eiwe ore 4 fit CONCRETE BY OTHERS ® TW MIN.EDGE DISTANCE s (SEE NOTE 1 ON SHEET 1) 1 t1C MIN.EDGE DISTANCE d Vu00D AROTECTION tSEE NOTE _ ( SHEATHING BY OTHERS s �11A,SHT.1)BY OTHERS a __J -ae E j 1.111'MIN.lGl 2X WOOD BY OTHERS Q EXTERIOR FINISH EMBEDMENT 114"MAX.SHIM ($E NOTE 4 ON SHEET 1) s BY OTHERS EXTERIOR FINISHi` Pu PERIMETER SEALANT iX PT WOOD BUCK SY OTHERS ®BY OTHERS�r 4 BY OTHERS /� 1 EE- 9 (SNOTE 6 A U4`MAX SHIM 1112"MIN. � --- ON SHEET 1) EMBEDMENT EXTERIOR 8 INTERIOR PERIMETER SEAIANTp 6 BY OTHERS o 4 2 t t3 ~ D VER CAL E EXTERIOR 3 6 INTERIOR > It A a 7 A r6 19 2 INTERIOR "W EXTERIORHEIGHT 8 E VE TIC L s EC N = WINDOW 6 $ I I HEtOHT FI H Id i 2 is C Y WNCR EXTERIOR INTERIOEXTERIOR6 s A B F EXTERIOR INTERIOR aa»nxtiaory.o,re 8 floftPLM40M 2X WOOD BY OTHERS PERIMETER: (SEE NOTE 4 ON SHEET 1) aA nrrrNXES �� t 1X AT WOOD BUCK BYOTHERS EE hjBY OTH RE 8 1 .;�jl'ar PERIMETER SEALANT (SNOTE 5 ON SHEET S) — �[ 00•''��'1 `pF''�,q�4 ® SYOTHERS 1 1112"IrtIN. 11/Y MIN. p No 4075B( EMBEDMENT 114`MAX.SHIM EMBEDMENT w EXTERIORFINISH • s [t3 : TATE Fy � BY OTHERS EXTERIOR FINISH ( a BY OTHERS CONCRETE A �rrnnprls BY OTHERS(SEE NOTE WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) Ttb"MIN,EDGE DISTANCE- �11A,8HT.1)BY OTHERS " 1 112'MW. �WJBEDGEDISTANCE .SHEATHING BY OTHERS SS"fRA Aaeprote ( It of (� _YF:�RTICAL ��O�Y tT�)� °y Rt i I ill'MIN.EDGE DIST, 1 Ill'MIN.EMBEDMENT— 1(SEE NOTE 5 ON"VWOODBWKSHEET 1 A 7(6'MIN.EDGE DIST. _ d CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ® NOTE 4 ON SHEET 1) 11A.SHL 1)8Y S® t 112`MIN.EMBEDMENT 2X WOOD BY OTHER8 HPS PTW • SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) X EXTERIOR FI ;. 11/2 MMT.EMBER BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) 0. PERIMETER S[ALANT BY OTHERS ®BY OTHERS 4 PERIMETER SEALANT — 9 114'MAX.SHIM BY OTHERS 1 112'MIN, _ 1 318'MIKA EMBEDMENT �� EDGE DIST. EXTERIOR INTERIOR ' 4 114 MAX. J V R AL K I L SHIM 9 38MIN. 2 1 EDGEDIST. INTERIOR �> s ON EXTEROR 3 B <a 0 LLL HEIGHT 2 VE C T N WOOD S�Iw 38 _0� .. = �® g �® EXTERIOR 1 B INTERIOR 8 P EXTERIOR B INTERIOR 5 1100M11 Miaua PE ikMr P E N0.�qQ PE RIM SEALANT i PERIMETER SEALANT 5 3!8'MIN.A BY OTHERS EDGE DIST. ��,t jpMES�A'I'l�. ®BY OTHERS I EDGE �`��Q'�,�GENBCF% ke , Noo440 S � MAX. HIM W MIN. * \M 1\ VV 1!4' � + 1112'MIN.EMBED.® 1X WOOD BUCK BY OTHERS EMBEDMENT S O, uTATE OF (SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH • a CONCRETE ® EXTERIOR FINISH BY OTHERS BYOTHERS 1X PT WOOD BUCK BY OTHERS BY OTHERS(BEE NOTE SHEATHING BY OTHERS (SEE NOTE 6 ON SHEET 1) 4 ON SHEET 1) 1112'MIN.EMBED® WOO PROTECTION(SEE NOTE 11l2'MIN,EMBEO& 2X WOOD BY OTHERS 716'MIN.EDGE DIST. rR�°uc�rpKcv►setr Wil W O�om*/iefAxN� I IA,SHT.1)BY OTHERS ® 7 1►2'MIN.EDGE DI8T. (sEE NOTE 4 ON SHEET 1) I A ECTION140 V C ® OO E SUB SU BS7'RA� C H��S��'RAT: Ir 1 IP I 112'MIN.EMBEDMENT-CONCRETE lie mm.SHIM 114'MAX.8HN+1 i VZ MN.EMBEDMENT �_ To e PMIK EMBEDMENT-MASONRYp 13 1 ti ;t 1 1 2 7 _ 4 Q 1 Ur MIN.EDGE DIST Q INTERIOR 2X WiDOD BY OTHERS i C-.V ®2•MIN.EDGE DISTANCE-MASONRY (SEE NOTE 4 ON SHEET f) g 0 il e 116+1411N.E0GEDISTAHCE � � �� f CO NCRETFiMABONRYBYQTHERS EXTERIOR •:. {SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 ,. PROTECTION(SEE NOTE $ 2 (ON THIS SHEET) 19 S !8 s EICTERLORFNISH BY OTHER5 11A.SHG 1)SY OTHERS ERIMETER SEALANMY OTHERS® ®PERIMETER SEALANT 1X PTWDW BUCK BY OTHERS WINDOW WIDTH g(SEE NOTE 5 ON SHEET'!) EKTERM FINISH BY OTHERS ) WOON G tS Oa its _ 1/2"GLASSBRE®, � � 7 716'OA INSULATED GLASS CONSISTING OF: E7MNORtAMMTEDGLAS$tWANNEALEOGLASS. INTERIOR 0 BWTACITE PO INTERLAYER BY KURARAY AMERWA NC.,11g'ANNEALED GLASS. ® 036 ASR SPACE,OESIDCANT MATRIX STEEL SPACER INTERIOR Ur TEMPERED GLASS $ 3I i 1 VY MN.EMBEDMENT-CONCRETE 318"MIN,EDGE DIST. 1 fi2'MN.EMBED TMN.EMBEDMENT-MASONRY. B � � ®31rMN.EDGE DW. � }� 1112'MIN.EDOE DIST- 1w MNG SHIM - 114 MAX.SHIM r$ 2'MN.EDGE DIST- RY. g ? 2' 7 2 t 718'MIN.EDGE DIST. Y t° GLAZING DETAIL 1 Aorla n.a re. fW41 PE N0.WU INTERIOR jllNfprN� ok 041 L a�aaa imtN +,�4iyr I itrMN. r iIPMIN. y�GE1Yg�.Op+ri EMBEDMENT :. Ef I 1W MIN. No 48 G CONCREMMMASONRY BYOTtiER81 2X WOW BY OTHERS �. :. i� (SEE NOTE 4 ON SHEET T WOOD PROTECTION(SEE HEXTERIOR (SEE NOTE 4 ON SHEET 1) TATE F '•+`�a ��� &1fA.StTG1 8 2 8 1)BYOTHERS SHEATHING BY OTHERS �b�s%j� QA4��1��, TER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS 4i+nng% IX PT WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS ®(SEE NOTE 5 ON SHEET L) YVINOOW WWTN EXTERIOR FINISH BY OTHERS HURI?ANNT-A ' 1 N \\`✓I y R i BILL OF MA LS ITEMA pE6C I Ila MAINFRAME WLTERR WHITERIGIO MANUFACTURER ®.•RWDP:ROYAL WINDOWS AND DOOR c d 2 SASIIPANe.FRAME I WHITE RIGID PVC I"RWDP A& PROFILES,PLANT NO.13 UDHOANO. FF 4 PANEL TOPIFRAME WHITER P 12.1120.02 6 WHIM RIGID PVC ""RV1DP q b SLOPED COVER WHITE RIGID PVC "RMPTN 6 OIAZlN4_ WHITE RIGID PVC S b REINFORCEMRTR fnmRABLE WHITE RIGID PVC "RWDP �+` B STEEL IROLLTECHINDUSTRIES 9RN1 RIGLDPVC -RVi9P 10 BUG STRIP _ Z 1 13It 11 WTEiLOCICCOVER IWHITE RIGID PVC "RWDP 12R NYLON CUSTOM CRAFT 13 0.210•f0.16T'x 0.500'CENTER FINWEATHiERSTRIP UL.TRAFAS � 14 3WXi IMPRTINGSTOP, EE NOTE 11 I)G2 0.55 MINA IPtPINEWOOb lk I-- � 15 SWAFE 55281 SILICONE SWACORP. "r r_ t6 "X IW TEK SCRia1V _ STEEL I 17 CAMTYPE LOCK I STEM I TRUTH HARDWARE > i8 IMW000 ONST ANCH STEEL 19 VER O AMIWCA INC..tICANNEALEl1Q GLASS 0{A88 Ca 1 SA LOCK F# LOCI3TIG71U SRO& } _ BULB NYLWEATHERSTRIP VINYL IVERSAL ERE RUBBER tTYYP.WALLTICKNESSNA STEELEY TYP.WALL TICKNESSNA NYLON a d �C 2/ FACE MOSINTED KEEPER EEL TR 22 SPRING 1 2.835 j+� 1241r--i 1�1+ 23 SFRINOBALANCE NYLON SIRLANCE SYSTEMS -L� 24 H-L"UCANKTILT LATCH 1057 STEEL ZINC CTD. VISION INDUSTRIES 0.667` 1" 25 PIVOT BAR METAL VI 2082 1 F e 28 81 EX$628ACKBEDD0IG SILICONE SI CORP. tA17" , 27 Al2 SCREW AUJ _ e 1. 28i LTWADVANCEOTHREADFORMT STEEL 29 ENOUR 9A SS SPACER STAINLESS Sri. CARDINAL 0.735 ` ft 30 NEOPREt� FRANK WIhE If § Q MAIN FRAMB SASRPANELFRAMB a SABRCOVM PANRLSTOPAFRAME FACBMOUNTEDKEEPRR Y ATE RIGIO PYC MAIITE RIGID PVC WHITE ROD PVC COVIKK � STEEL TYP.WALLTICKNESS0.070' TYp.WALLTKIClWS80.0Tlr TYP.WALL THICKNESO.06S WHITERIGIDPVC TYP.WALL TLCKNESS0.07P +�zM�apE 0286" TYP.WALL tuWv.F xo.u7Kt W TLSCKNESSOA70' -+y1.760"r- -111.--0.150` p11L4 2.730' .rl 1.b56' [{�+y 1.000' �e'�"� ( 0.316* 1. 1.328' 1„100• 1 �-- fi'�r tOEAIs ti9 II 0.070' t. b =G 1-3250'-4� 1350 0.487' �' No 4975 i tt����tt�--7.530' 1.635' SLOI'EDSILLtO GLA27NGSYOilLIFCRA GLAZING STOP OOPtBR BLESASR POCKBTt`OVER � 94T� TAt'E F O WHRE RIGID PV WHITE RIGID PVC ! LES li p� O WHITE RIGID PVC SPRING BALANCE .� TYP.WALL WALL �CKNESS0.076" .WALL THICKNESS . TYP.WALL TICKNESS 0.056' THICKNESS A7Q ' -16 0.953` -T 0.329"�1' tA87• 0.686-0.100 1.220 DIA.MAX. 111 2.165" I 1.121'-�1 (x)uc i j vMW ® mms �Ri3BINFORCF,MBNT �..1.�� PARTINGSTOP • 1. .x0.000 (� wmnplcbdc lOefmo �!!SS'' � WOOD 0.85 1.077 -0.100 �•H� X02 x0.436' TYP.WALL THICKNESS 0.002' TYP,WALL THICKNESS 0.07fi Do �0.72G 0.914" 1.800' m Q 62fi Mae t ---� �+-�--1.722' �►i {�--3/M t N N ® TJ LT LATCH PIVOT BAR o E STEEL-LNC COATED METALTYP.WALL THICKNESS NA f d o.6ar 1110.178' —►{ 0.323• 0.550" 0 .315 50.205 _I 1 0.382' 0.179" a f 0.37r '1 o L O• . I �I Ai.122'0.188' 0 3'0.97r 1008' 2.280' 0.5.822' — 2372' ,o 0889" 0.eo3• 1.o9r 1.0tY 0.709• k ~ 0.511• 0.157' WELDED MITERED CORNER CONSTRUCTION 8 RoN.�.6.110�7u Ask P. 18 ® Ail No 19762 T� "TATF)n O'\rw OR% O�� ONfloam A� to DETAIL 1 tX PT WOOD BUCK ®BY OTHERS ' 1�oc+a02 NOTE. Awa Dw PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO IX PT WOOD SUCK WITH SIKA 561 SILICONE ® MIA pmd"