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HomeMy WebLinkAboutProduct Approval NOV j -ni PER J11TTIING Si. Lucie County, FL MIAMI•IUADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES TER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTI OF ACCEPTANCE (NOA) www mIFimIdaA gov/economv (1102:4 ncy P1us,Inc Locust Gap Highwaynt 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 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 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 Viii incur the expense of such testing and the AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve 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-inAWin the High Velocity.Hurricane Zone. ESCRIPTION:Series i05305 Tilt"White PVC Double Hung Window—L , APPROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets I through 8 of 8, dated 01112/09,with revision H dated 09/24/15,prepared by PTC,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. ISSILE MPACT TING:Large and Small Missile ImVact 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 fled 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. ADVE1tT1SEMENT: 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 shalt 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 E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �` NOA Na. 150618.02 CIMMAMMoaos cou»n7 Expiration Date: May Ob,2019 "■ �f 2g�j5 Approval Date: October 02,2025 Page I j i Rezency Plus Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED � i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 119-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12109, with revision H da�ed 09/24/15, prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. i B. TESTS i 1. Test reports on: 1)Aix Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC,T�S 202-94 3) Water Resistance`fest,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBG, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 203-94 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-11011422-2, dated 10/02108, with revision dated 0108/09, and addendum letter dated 03112/09,all signed and seated by Harold E.Rupp,f.E. (Submitted under NOA No. 09-0122.OS) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyingwi h FBC S« Edition(2014), dated 06101115 with revision dated 09/01/15,prepared b;IPTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E130"4e01 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS C 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, I c. 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 Do?r Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved oh 02/28/13, expiring on 02128/18. I i i I i' Manuel rez, . Product Contro icer NOA Na 15-4618.02 Expiration Date: ay 06,2019 E-i Approval Date: Octo er 01,2015 i j i Regency Plus,fine, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5" Edition(2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,F.E. 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, 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 NOA No. 09-0X22.05) 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. s i 'i E Manuel rez,P.E. Product Control Exa finer NOA No.1 18.02 i Expiratlon Date: May 06,2019 Approval Date: October 0l,2015 E-2 i r REGENCY PLUSWINDOW s � �j SERIES 5305 TILT' DOUBLE DUNG IMPACT VINYL TION ANCHORAGE DETAILS g g INSTALLA � 0: oLwNULNo?E#: �6T�N TD�Ea: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A OUTSIDE f1VI1Z:REQUIRE THAT A LICENSED y TO COMPLY 6TH EDITION(20tq FLORIDA BUILDING ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE I.ONE(1)INSTMMTIONANf9NOR 19 REOLIRED ATEACH ®B.INSTAWITIONANCHORSANDA83OCdATEDHARDWARE ®CODE(FSC)•BURAINGAND RESIDENTIAL VOLUMES SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR ESN' MUST DE MAD!OF CORROSION RESISTANT MATERIAL OR =Q9 O INCLUDING THE HIGH VELOCITY MMUCAIIE ZONE(HYHZ) DOCUMENT. c� AT THE DESIGN PRESSURE STATED HEREUL S.UISIDE KVIQ REQUIRE THATAONE-TWE SITE 2 THE NUMBER OF INSTALIATKNJ ANCHORS DEPICTED 18 HAVE A COAROStON RESISTANT COATING. ¢ a SPECIFIC APPROVAL BE APPLIED FOR AN RED THEMedBNMNUMBEROFANCHORSTOBEUSEDFOR 9,FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION 2 THE PRODUCT DETAILS CONTANEO H£REINAAE BASED ® FROM THE NYAMI ADE CCUNfY PRODUCT CONTROL PRODUCT INSTALLATION, ANCHORS INTO MORTAR JOINT$,EDGE DISTANCE IS Q 5 2 UPON SIONEDAND SEALED TEST REPORT# 3.SHIMAS REOUMD AT FACH INSTALLATION ANCHOR e MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF a Z NCTL41O-11422.2 DATED 121011MADDENOW DATED 7,WTER1AL& �HL�BEARINGS(IWS).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK IIbV 06 AND ADDENDUM R DATED ONIGN AND ' _ ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL ROYALVOIDOW&DOOR SWM WETEp IS oodiUR& W WHERE SPACE OF HCH WERE TESTED IN ACCORDANCE VATH HIGH VELOCITY PROFILES.RANT 13 ROD VINYL PVC PER MNMI.OADE C..L OREATEP.OG'L .SM1M(8)SHALLBE CON8TRUCTEO 10.INSTALLATION ACCORDANCEN6TH ANCHOR MAfrilBE FACTURE�SN Q -z HURRICANE ZONE TESTING PROTCOOLSTAS-201.TAS402 ®NOTICEOFACCEPTANCE(NW)N0.12.1120.O2. OF HIGH DENUTy ASTICORBETTER. INSTALLATION INSTRUCTKONSANDANCHORSSHALL ANO TAS-203. L 72 OLNEINO INTERLAYER KURARAY AMERICA,INC. FOR NSTAWTIOTI INTOWOOD FRAMING USE 112 WOOO ® NOT BE USED IN SUBSTRATESNATH STRENGTHS LESS YWWI 2 3.THE PRODUCT HAS BEEN EVALUATED FORCONFORNAICE ®SUTACITEWIENTLENGTHToACHEVE112INCH THAN THE MINIMUM STRENGTH SPEGREDBYTHE INTERLAYER SCREW8OFEUFFlCO mp TOTWESTANMMMUSTEDINTHE6THEDIDON(2010 ACCEPTANCE(HOA)NO.1MDB1&1O. &u-"U rMSEDMEMT.MRAUMEDGEDISTANCEIS7A ANCHORMANUFAOTURER 1�1 may. ® FLORIDASUWNGCODE(FBC)-BUILDING AND Wp{ES• It pC RESIDENTNLVDLWIESIUIDISDIOOLIPLIANCEWTHSNO 6.NOT USED. HEREINAREBASEDO SUBST ACEMATORPRODUCTS �D 6fi R RESIDESTANDTIALVOLUMES;AHIGHIS IN OCITY COWLIANHURRICANE TH ZONESAID S.FOP INSTALLATION THROUGH IX BUCK TO CONCRETE! HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE F tj) b� � (NNW REQUIRDS EMENTS. 9.GLASS MEETS THE REQUIREMENTS OF ASTM E13D0-0W1. MASONRY.OR DIRECTLY INTO CONCRETE!MASONRY. ®FOLLOWING PROPERTIES: SEE SHEET 6 FOR GLAZING DETAIL. ®USE 19 RICH ITW ADVANCED THREADFORM TAPCONS OF O 4 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE SUFFICIENT LENGTH TO ACHIEVE THE FOLLOIMNG: A. V1OW-PRESSURE TREATED CPT)SOUTHERN %,I.j MASONRY AND 2X FRAMING ASA UNN VOW FORCE 10,Mt N�ATKON''STANDS FOR THE FOLLOWING S.T. CONCRETE SUB67RATE e YELLOW FINE.MINIMUM SPECIFIC GRAVITY OF 0.35 � kilp RESISTING SYSTEM CAPABLE OF WITHSTANDING AND X OPERABLE PANEL S.I.I. 11R INCH MINIMUM EMBEDMENT LLD LUMBER MUST COMPLY WITH 6TH EDITION FBCIFRC G TRANSFERRINGAPPLIEOPRODUCT LOADS TOTHE 5.1.1. 1.111 INCH MINIMUM EDGE DISTANCE AS RELATED TO WOOD PROTECTION. Ietyl [ R STRUCTURE IS 714ERESPONSIBILITY OFTHE EPIGINEER 11.AV3INCREASE INALLOWABLE UIEBSFOR LMRD 5.1 MA60NRY6UBSTRATE B. CONCRETE•MQBMUMCOMPRESSIVE STRENGTH OF ORARCHITECT OF RECORD AND TO BE RENEWED BY LOADS MMS NOT USED N THE DESIGN OF THE. 52.1. I INCH MINIMUM EMBEDMENT 2600 pdANO COI�UE8Y+61H AG 901. Y AGENCY HAVING JURISOCOTIONOW)& PRODUCT(&)SHOWN HEREIN W WD LOAD DURATION 5.21. 2 NCH MINIMUM EDGE DISTANCE C. MASONRY•STRENGTH CONFORMS TO ASTM C•91) FACTOR(CA=1.6)HAS BEEN USED FOR WOOD ANCHOR MEDNMWEIGHTW(THDENSITY>117PCF.. RcWJAenmo.PE QIXAND 2XSUCKB(V6IENIUSED)SHALL BEDESIGNEDAND DESIGN WHERE WOOD-ON(.YFARM GOVERNB.FOR B.FOR PARTING STOP DMTALLA710HUSE O8WOOD FI060►ENo4lsx ANCHORED TO PROPERLY TRANSFER ALL LOAM TOIKE A OTHER MATERIALS.APPROPRIATE SAFETY FACTORS SCREWS. STRUCTURE.SUCKDESIONANDINSTAUATIONWTHE PER THE APPLICABLE DESIGN STANDARDARE USED. EMBEDMENT MINIMUM RECORDANRESPONSIBILITY SE REVIEWED BYIUU.OF THE ENGINEEROR� TELT OF 121N AREAS WHERE WOID BORNE OEBR18 PROTECTION 7.WALL FINISHES.INCLUDING S NOT LIMITED TO 1AMES. 4 ® REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT STUCCO,FOAM.BRICK VENEER AND SIDING C�O�'r•vLG Eh1.4Fti 9G 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM IS NOTREOUIREO. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS @ kTATE 2 FOR SPECIFIC SITE.IF CONDITIONS CAUSE �: ,\ INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILEDHEREIN,THEN THE BUILDING MAY ELECT ONEF111 OF THE FOLLOWING OPTIONS: U. 'f4 TABLE OF CONTENTS •y�i�s (.R.0'. SHEET REV. SHEET DESCRIPTION ton Is 1 D GENERAL NOTES,INSTALLATION NOTES&D A CHART 2 D ELEVATION&ANCHOR LAYOUT rR01HICi RI:VLSED 3 0 ELEVATION ANCHOR LAYOUT T,4.A1t 16eflortl+ -- - ----- 6 D VERIICAI.SECTK)N6 DESIGN PRESSURE RATING(PSF) 1MPACTRATINO AMW(9r•Dfll —.------ 6 D HORIZONTAL SECTIONS&GLAZMDETAlL LARGE IMPACTILE mOw i66O DAPACT SO 7 D SILL OF MATERIALS AND COMPONENTS 6 D COMPONENTS&CORNER DETAIL M1� 1 • MAX.O.A.WIDTH AW/PARTING " STOP W MAX OAFRAME WIDTH 53" TOP SASH WIDTH 49.46" TOP SASH 2.63 TYP. D.L.O.WIDTH HEAD&SILL 45 .76' FROM PARTING STOPCORNERS lo.w O.C.n?. 6.00"FROM"ll HEAD&SILL CORNERS TYP. 4.01r TYP,FROM 425"TYP. CORNERSOF WINDOW FROM PARTING IG STOP CORNERS TOP TOP SASH 79, 7r SASH D.L.O. MAX,& HEIGHT 13.75" MAX HEIGHT HEIGHT VW UNIT 36.625 32A73" 10,00,D.C. O.C.MAX.TYP, PARTING FRAME TYP. xS'O.C.TYP.FOR STOP HEIGHT ro.c. WOOD SCREWS. tTYP. e O.C,TYP.FOR CONCRETE SCREWS. BOTTOM BOTTOM SASH -SASH HEIGHT HEIGHT %lip 36.625 33,113- &REINFORCEMENT(TYP.) kig-S #12 INSTALLA(TTION #8 x 1-50 SCREW$THRU SCREW YP.) ING STOPS(TYP.) RAW j.Ammm P E. Fbeft PX NO 470 3.0(Y'FROM CORNERS 15.67",D.C.TYP. I ,-04, HEAD&SILL TYP. HEAD SILL ol q. .......... BOTTOM SASH OLD WIDTH No 4 s- 46.8126" STATE OF BOTTOM SASH %-4014%0 WIDTH 50,126" N f ee is "4DWrfflWW0 ELEVATION ANCHOR LAYOUT A .0.= offmoR VIEWA UXTERIOR VIEW E r4folion Doe WIPARTING STOPS Wt PARTING MWS By M MAX.0.FRAME WIDTH 53" o b a WIDTH S49 W g TOP SASH D.LO.WIDTH 45.75 3.04"FROM CORNERS O HEAD&SILL TYP. x n v $ 4 4 6.00"PROM JAMB CORNERS TYP. � a 3WOOD SCREWS. TOP TOP SASH 4"O.C.TYP.FOR 3 ^ 77" SASH xD.L.O. ® 13.75 X CONCRETE SCREWS. r r MAX. HEIGHT HEIGHT O.C.MAX. ® � g FRAME 36.825 32.913` TYP. m x UNIT 1 a�a HEIGHT UaL uf0 � BOTTOM BOTTOM SASH ®2 O.C. SASH D.L.O. TYP. P HEIGHT X HEIGHT X � ` 36.625 33.113' &REINFORCEMENT(TYP.) Eli li 4 15.6r O.C.TYP. e DETAIL 1 C$HEAD&SILL a000n1AWWW..e FSaMaP-EHa aG?M (SEE SHEET 7) ANCHOR LAYOUT ® BOTTOM SASHEXTERIOR VIEW Q4•' No X97 DLO WIDTH W/O PARTING MPS 48.8125" a: TATE r� BOTTOM SASH •+;Fs ;o p:°poi?` WIDTH 50.125' ELEVATION onueItnVISEDc ss ca++Al7"& kY�M F)D&I Awl . W/O PARTING STOPS ■ p C ' tt1 CONCRETE BY OTHERS 716'MIN.EDGE DISTANCE r 3 (SEE NOTE 4 ON SHEET t) ! 1112'MIN.EDGE DISTANCE W080 PROTECTION(SEE NOTE _ SHEATHING BY OTHERS ®11A,SHT.1)BY OTHERS 1 U2"MIN, 2X WOOD BY OTHERS Y EXTERIOR FINISH " EMBEDMENT 114"MAX.SHIM (SEE NOTE 4 ON SHEET 1) BY OTHERS p EXTERIOR FINISH " iu PERIMETERFIN iS PTWGWBWK BY OTHERS f BY Y OTHERS NOTE6® 114'MAX SHIM 1 112"MIN.N SHEET I) EMBEDMENT EXTERIOR NTERIOR PERIMEaTER SEALANT4'jBY OTHERS 1VER CAEXTERIOR v INTERIOR t S 6 1 24 � 7 A 2a EXTERIOR 8 INTERIOR N o E VERTICAL SECTION, Sus5 WNDOw 8 1RA HEIGHT 1 2 t C VERTICAL SECTIUN 1 `, " f' 'SUNB "IP EXTERIOR 6a Ell S INTERIOR 2 �- w A 8 EXTERIOR INTERIOR aon.n,.eaom.P Is tmwne ffm4w62 2X VVOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) owtstillffesto PERIMETER PT WOOD BUCK BY OTHERS &BY OTHERS ALANT 'o x INMES ®1THERS ,L'v CN�EAl.e�109fri PERIMETER SEALANT S (SEE NOTE 6 ON SHEET 1) p •.,G•. 1 111YMIN. 1 iIYM(N. N F No 487S =�0 BY OTHERS EMBEDMENT 1!4'MAX.SHIM EMBEDMENT _[ EXTERIOR FINISH .4 4 ` • 4 : TATE :� BY OTHERS `•� 4 EXTERIORBY OTHERS ' �'�s`S`YO� CONCRETE � .....��U � WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE 1171WMIN.EDGE DISTANCE,&IIA.SHT.1)BY OTHERS 4 ON SHEET 1) PRODUCT EVISPM 1 1l2'MW. v R' rC__�A sECTIOPI co& EDGE DISTANCE SHEATHING BY OTHERS B OOD FRA SUBSTRATE AOt (TYP.)A �1�FSyiJ St A BY K/ IFCONrCMESYOTHERS(SEE-�,N.EDGE DIST. i .EMBEDMENT J�ODPRO T WOOD BUCK BY 0TH RS ?jrMW.EDGE GIST. 3 NOTE 6 ON SHEET 1) o a TECTION(SEE NOTE SHEET 1) ,SHL l)1 O S® 1 112'MIN.EMBEDMENT a 2X WOOD BY OTHERS •. n ® SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET i EXTERIOR FINIS BY OTHERS 1X;. 11n•MIN.EMBED WOOD BUCK BY OTHER S EXTERIOR FI (SEE NOTE S ON SHEET 1) 11 R PERIMETER SEALANT BY OTHERS a o� ®BY OTHERS 4 PERIMETER SEALANT 9 114•MAX.SHIM BY OTHERS 1 1n•MIN. x O n 1 8 ED MIN.® EMBEDMENT EDGE GIST. EXTERIOR 6 INTERIOR c 4 'U4'MAX.SHIM 316•MIN. 2 1 9 EDGE D15T. 3 J V�RTICAL'SECTION EXTERIOR 3 B INTERIOR Q g CQNCR£TE S 8 N WINDOW GHT 2 d H�EIGHTI 2 E VWO p R HSECTI_SDN 8 y ® EXTERIOR B INTERIOR 8 6 EXTERIOR AOR S B S RoW.LAMwW PE PERIM SEALANT fW4a PENF4P$2 39r ® PERIMETER SEALANT S .MW. BY OTHERS 1 3w MIK® ,,t►p►ufhyfff ®BY OTHERS 1 EDGE DI5T EDGE DIST. �pCMENs �9GLo 114'MAX.SHIM Q' No 49 )LU 62 l it �1 11n•MIN.EMBED.® 1 U21 MIN. # t,7 1X WOOD BUCK BY OTHERS EMBEDMENT V*' STATE (SEE NOTE 6 ON SHEET 1) OF� p•, - EXTERIOR FINISH i•�Fd'<pRlpt����, BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS y�fS�ONA�►�►►�` 1X PT WOOD BUCK SY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS 4ON SHEET 1) 1 7n•MIN.EMBED WO 0 SEE NOTE 5 ON SHEET 1) ---O�PROTECTION(8EE N07E 1 1n•MIN,EMBEDe 2X WOOD BY OTHERS 718"MIN.EDGE DIST. PRooucr Kl:vaiv —_— 11i�8FiBY OTHEF�S --(GY - 1 1fX MiN.EDiiE DIST ----- (SEE�OTEy4OTtSHEEYI)--I -VE T CSECTION--— --- --- --- OOD F7,-I.RAME SIJBb9RRATE Dw H VF.R E SUB 'RAW, r hl Pmdrcl I 1 ' 1 yr MN.EMSEDi6ENTff 1 112'MIN.EMBEDMENT-CONCRETE 114' 114'MAX SH11A 8 s ® 1'MIN.EMBEDMENT-MASONRY 1 2 7 »T 2 1 2 1 a�a • i d o 1 Ur MIN.EDGE DIST v INTERIOR 2X WOOD BY OTHERS _ a i z,9 C S 1 ®2'MIN.EDGE DISTANCE-MASONRY (SEE NOTE 4 ON SHEET 1) ` R I 718'MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS), EXTERIOR SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) • GLAZING DETAIL 1 W00 PROTECTION(SEE NOTE 8 2 (ON THIS SHEET) 19 1 S 16 6 EXTERIOR FINISH BY OTHERS z - � g • ®11A.SHT.1)BY OTHERS ERIMETER SEAIANTBY OTHERS® A PERIMETER SEALANT J MOTHERS YZ V PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 8 ON SHEET 1) EXTERIOR FINISH BY OTHERS ORIZONT SECTION G HORI2�ONTAL SECTION _ I: A gga I� r —MT y 3 VP GLASS BRE® W < 7 -Ir OA INSULATED GLASS CONSISTING OF:A INTERIOR 1§18 III EXTERIOR LAMINATED GLASS:11W ANNEALED GLASS. •� 0.09W BUTACRE PVB INTERLAYER BY KURARAY AMERICA,INC.V8"ANNEALED GLASS. Ur AIR SPACE.DESICCANT MATRIX STEEL SPACER,INTERIOR U8'TEMPERED GLASS 1! f ® I 1 w MIK EMBED. dq is 1 U2'MIN.EMBEDMENT-CONCRETE W MIN.EDGE DIST.® ` &31r MN.EDGE DIST. T MIN. 1EM 11 d-MASONRY. .EDGE DIST-C 1W MAX.SHIM 8 - 114 MAX.SHB®IW `C ® 2'MIN.EDGE DIST-MAS RY. 2 7 2 7 2 1 ® 718MIN.EDGE DIST P to GLAZING DETAIL 1 Rawab.mmt-F no, REm4pn • INTERIOR '1011119110" SMAES,q,�O�♦♦ _ 0�:v�G E N �., G♦G 1 112 MIK , 1112'MN. No 40 5 �O EMBEDMENT :. EMBEDMENT CONCRETE)MASONRY BY OTHERS� 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) �� TATE P i ' WOOD PROECT.01)N(M NOTE OTHERS 1 8 2 1 ( B 1e... SHEATHING BY OTHERS 4SSyNALE�a��?r` (METER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS pm 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) 'R(MUCfWWISFA EXTERIOR FN1SH BY OTHERS K ; I oo N��EC IOrtr.no•.f1aY. «�pNut�ziNeo l PILL of Dik y HOWMA31L�SECTION c BILL OF MATERIALS � r ITEM 9 DESCRIPTION MATERNAL MANUFACTURER ®,.RWDP:ROYAL WINDOWS AND DOOR p i I MAIN RIOT P PROFILES,PLANT NO.13 MD NOA NO. 2 SASH PANEL FRAME WHITE RIGID PVC "RVYDP 12112002. $ le ` 3 SASH ER I WHITE RIGID PVC "RYAP 4 PANELSTOPIFRAME COVER I WHITE RIGID PVC "RMP a SLOPED COVER I WHITE RIGID PVC "RWDP 6 GLAZING TN HANDLE WHITE RIGID PVC �y 7 GLAZING STOP QMRABLE§M JWHTMRIGIDPVC "RWDP REINFORCEMENT i STEEL ROLL TECHINOUSTRIE8 6 POCKET COVER Mt lwHrrEpjGIDPVc -RMP s tl LL 10 BUG STRIP I VINYL 11 1 INTERLOCK COVER WHITE R1010 PVC "RWDP 12 1 WEEP ER NYLON ClTSTOMCRAPT 13 0.21070.187'x 0.300'CENTER FW WEATHERSTRIP -- ULTRAFAB U 3W X I U TING STOP(SEE NOTE 11 A 0.65 MIN PT PINE WOOD -- 4 16 EX 552 SILICONE I SIUCONE SIKA CORP. 18 I 98 X N2'TEK SCREW I STEEL - 17 1 CAM TYPE SWEEP LOCK ISTEEL TRUTH d 18 1 93 WOOD SCREW(INSTALLATION STEEL 1-10 1 7JCOA tMLATEDGLA33 COUWATWO OF:IWANNEALED WGLA$S 8UACI'KrRLAYERBYKUMYAMEWAN..IirANNEUE SAT LOCH LO tmmu SHOR IERE OsNYLON BULB VINYL WEATHERSTRIP VINYL FUNIVERSALPOLYMERESRUBSER TYP.WALL TK;KNESSNA TYP.WALLTICKNES$NA 21 1 FACE MOUNTED KEEPER I STEM ITRUTH HARDWARE 22 SPRING BALANCE -- 1 WiROWARE [ 2.836` 1.240' 23 LOOKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0.1887`- i` 24 HURRICANETILTLATCH 1057 STEEL-ZiNCCTD. VISION INDUSTRIES 1 g 25 PIVOT BAR METAL VI$ION IH -1 g 28 SIKAFlEX852TdACKBEiXXNG $ti.iCONE SiKAWHY. 2 1AiT �a 27912 moo scREw{9dSTAilATtON STEEL 28 IN-ITWADVANCED THREADFOR T STEEL ITW 5' 29 26 ENOUR 0.8 SS SPACER STAINL£S9 SIL. CARDINAL 30 NEOPRENE I FRANK LO i C� Q MAIN FFAMB SASRPAN¢LFYABEB SASHCOy¢R PAN¢LCOVEvn� A51B PACE MDT EEO KEEPER 8 WHITE RIGID PVC WHITE RlG1D PVC WNMRIGID PVC QWI(ITERIGID PVC TYP.WALLTICKNESS 0-070" tueaa�a+wavE TYP_WALLTICKNESS 0.070' TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0-086 WALL twa�n.Ex. 4.170, 1.760' .- 50' r-p 2p8• iHtlCKNESS 0.070 -"'{11T 0.1 NTHHny 1 rti 0 316' 1.328' 0. C_'] } Q 1.000' 8.470' ti�� y�"E NSA•. j 1.401Y a No 4875 o.4er •. t"3.2'.m"�! -••�-•1.5�' 1.636' ^61 1 •. SLOPED SELL COVER GLAZINGSTOPILIFIT3AN O GL ZING STOP UPEAA$LESASIT i"OTERTCOY¢R 9; TATE F t (�} cO SPRING BALANCE WHITE RidTO PVC WHITE RIGID PYC 11D WHITE RIGID PVC 4Os 0 R AQ•• r P,.$ TYP.WALL THICKNESS 0.076' TYP.WALLTHSCKNESS 0.435 TYP.WALL TICKNESS 0.06W CKNTYPSS O .jL �0. THICKNESS 0.070" ��ipS�Ot#III �+ 3.454 rl © 0.885'x0.000 i� 0.653"� 4,881" i.86T •0.100 1.220 DIA.MAX. 2.166" -c� 0.32D' �� _ - - -� T ' --- '�:lNC1.xI4rntiED i.121'-�--`•i __ +0:440-- - ^�aW'bwedntixiAxlar RLQCIiGUY.ER----- -SART 11G,&r0'P .J�.� 0W 1.8&S`.4.1 W`OWA 16.02 _J_.8 RSINPQIICEMENT---- ��WOOD i you ra - Q EEL Dow 0.438' TYP.WALL THIICKNESS 0.082 TYP.WAIL THICKNESS OA75 r D.&ho&d � O.i70' 1,�" 0.626 0.61 `` 4' t-0.725' 1 i.-..�-^-1.722' I ' t E ® TILT LATCH PIVOT BAR a o STEEL.ZINC COATED METALTYP.WALL THICKNESS NA i 0.178' 0.566" 0.346" 0.205': 0.323" 0.352' 0.173° a 0.377' 0.709" �11� 0.37T 1.908" 2.280' —T 0.398' 5.822' I1.122' 0.889` � 2.377' 1+-- 0.803' 1.067• 1 1.012' 0.708" o 0.544. 0.167' Q 5 J _ m � WELDED MITERED °� g CORNER CONSTRUCTION �>a W 1 ¢ Q Ra0«1�MCW.PE 1-100, 7io&mpmNo 40732 �4lip G. ®�18 ® ® 8 No 49752 :o _ ►� / ,r ® IF C;• STAT OF �rnen►u�► SHIM DETAIL 1 1X PT WOOD BUCK 'ROflUCT wwwsw san*yic4.nom tse Pla+d• BY OTHERS empire NoI�a1C NOTE: ca,t7r. PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO 1X PT WOOD BUCK M WITH SIKH 661 SILICONE ® Allr D.�e A'erx