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HomeMy WebLinkAboutProduct Approval MIAMI-RADE L MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE.ADMINISTRATION DIVISION T(786)31,54590 F(786)315-25 3 NOTF ACCEPTANCE (NOA) ��.minroidadaeov/economy Zegencyius,Inc. st Gap Highwayrmel,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 AIM(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 revolve this acceptance, if it is determined by MiamiDade 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 Cod�' i High Velocity Hurricane Zone:ESeries"5305 Tilt's White PVC Double]Bung Window-L.M" APPROVAL DOCUMENT:Drawing No.RPLS0064,`titied"'Series 5305 Titt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8,dated 01/12/09,with revision H dated 09124115,prepared by PTC,LLC, signed and sealed by Robert J. Amoruso, F.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number"anti Expiration date by the Miami-Dade County Product Control Section. " ISSILE NTAC�un�it TING:Large and SmMabel Mt=anu=actur2es LABELING: Eachallbear a permanenname 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. 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. 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 t 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 No.154618.02 IIAMhDAREGOUJNTY Expiration Date: May 06,.2019 81115 Approval Date: October 01,2015 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE:- EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted under NOA Na, lig-0122.4S) 2. Drawing No. RPL80064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets I through 8 of 8, dated 01/12/09, with revision H dated 09124115, 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 FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 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 lilt double hung vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTI,110-11422-2, dated 10/02/08, with revision dated 01/09/09, and addendum letter dated 03/12/09,all signed and sealed by Harold E.Rupp,P.B. (Submitted under NOA No. 09-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06101115 with revision dated 09101115, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-0401 D. QUALITYASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL cF.RTmeATioNs 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray ButaciteO 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. Itiner Manuel rez,-' Product Contro NOA No. Is-oi618.02 Expiration Date: May 06,20.19 E-1 Approval Date: October 01,2015 RezencyPlus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with I±BC s'"Edition (2014) and of no financial interest, dated 06101/15, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NCI`L-11041422-2, issued by National Certified Testing Laboratories,dated 10/02/08,with revision dated 01108/09, signed and sealed by Harold E Rupp,P.E. (Submitted under NOA No. 49-012205) G. OTHERS I. Notice of Acceptance No. 13 1007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.1., approved on 05/06/13 and expiring on 05/06/19. { i Manuel rez,P.E. Product Control Exa finer NOA No.1 18.02 Expiration Date: May 06,2019 Approval Date: October 01,2015 g-2 i REGENCY PLUS p PS T VINYL-WINDOW SERIES 5305 ITILT DOUBLE HUNG IM � INSTALLATION ANCHORAGE IDEI`AHS a .9 WAIF _ 0 LL GENE;}tAl NOTES: rweRETES7EOWACCOR�OkUMVATHHOAVELOMTY E PRODUCTANCHONAQESR MHEREIN13DEsIGNED A.OUTSIDE WM7,REQUIRE THAT ALI;EN>�D INtsl'ALlAT10HNQTE�: O COMPLYYYITH bTti EDGROM(20U FLDAIDS BUILDING ENGINEER OR ARCHITECT PREPARE ANO SUBMIT SITE 4 ONE(1}INSTALLATION ANCHOR IS REQUIRED AT EACH + ® 6.INSTAUATIONANCHORSANDAS�CUITEOHARDWARE ODEIFBC)-BUILWNOANDRES(MMMI VOLUMES SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHORLOCATFONSHOWN. NCLUOINO T}ffi HXTH VELOCITY FLURRIC/QNE,ZONE(HYHZ:1 DOCUMENT. MUST BE MAGE OF GONROSION RESISTATNT MATERIAL OR =4 TTHE DESIGN PRESSURE STATED HEREtt1 B.INSIDE HVHZ REpUBEE THAiAO}IETMM1E SRE 2 THE NUMBER QF INSTALLATION ANCHORS DEPiCTEO1S HAVE A CORROSION RESISTANT COATING. 4R SPECIFIC ApPMALBEAPPLIED FOR AND OBTNHED THE MINIMUM NUMBER OFANCHOR$ToBEUSED FOR EpRODt1C1'DETMSCOHTAINEDHEREINAREBASEO ® FROs1THE tiSAM4DADFCOUNTY PRODUCT CONTROL. PRODUCT INSTALLATIDH. 9.FOR CONCRETE BLOCK��TINSTALI.IHSTALLATiOk1 b PON SIGNED AND SEALED TEST REPORT* � ANCHORS INTO MORTAR JOINTS,EDGE DISTANCE IS �" S y CTLt10tT4222A8AD()£NDUMOATED ?,MATERIALS: 3.SIIMASREQtWDATEACHRJ8TALTATIONANCWR MEASItRED FRORIFREE EDGEOf13LOCKOREDGE OF j 106t06ANDADDTEDOYIG SAND WITH LOAD BEARINGWM(S),MAXIMUM ALLOWASLFUORTARJOINT INTO FACE SHELL OFBLOMOL �d Q 6�CIATEOIABTAMPEDDRAWINGSAND 7.1 WINDOWERAMEW(TERWL-ROYALWNDDWSDOOR SFDM61ZEf.".11a!INCH.SHIMWItERESPACEOF(118tNCH �� I-' _ CEWITHF80HVElOC1iY PRDflLE8.PIANTI3RIOIDVINYLPYCPERMUVAHQi10E �IGREATEROCCUR8.S4OM(8}SHALLBECONSTRIICTEO 10.lHSTALIATIONANCHORS SHALL BEINSTALLED IN HURRICANE ZONE TESTING PROTOOM TAS-201,TAS 202 ®NOTICE OF ACCEPTANCE(NDA)NO,124120.02, OF HIGH DENSITY PLASTIC OR BETTER, ACCORDANCE WITH ANCHOR MAMUFACTUREFi 8 a AtNi TAS 203. ® INSTALLATION INSTRUCTIONS AND ANCHORS VALI. 7-2 GLAZING INTERLAYER 1SLIRARAY AMERK:M1 INC 4 FOR INSTALLATION INTO WOOD FRAMING,USE 412 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 3.THE PRODUCT HAS BEEN EVALUATED FORCONFORMAHCE BUTACTIEWTERIAYERPERU M14MMNOTICE OF SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 THAN THE MINIMUM STRENGTHSPELYFEE013YTHE 9 �py §" ! ® TO THE STAN<DRDSLISTED IN-THE OIEDITION (�{)NG AND ®ACCEPTANCE(NOA}.NIX 14-M&Ia MINIINCMUM EMBEDMENT,MIAWEDGE DISTANCE IS7M ANCHOR MANUFACTURER. �� RESIDENTIAL VOLUMES AND 1996COMPUANCEWITH gAID S.NOTUSEM 11,INSTALLATION ANCHOR CAPACiTIESFOR PRODUCTS STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE® 3.FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE M KTERIALS WITH THE N fHVHZJ REmREMEi1T8. 9.GLASS MEETS THE REQUIREMENTS OF ASTM E13WX61, MASONRY,OR DIRECTLY INTO CONCRETE IMASONRY, FOLLOWING PROPERTIES. SEE SHEETB"GLAZING DETAIL ®USE U4INCH ITW ADVANCEDTHREADFORM TAPCONS OF Y yt7 4AOEOUACYOFTHEEXISTUtDBTRUCTURAICONCRE7E SUFFICIENT LENGTH TO ACHIEVE THEFOLLOIMNG. A. WOW-PRESSURETREATEO(PT)50UTHERN vS MASONRY AND 2X FRAMING AS A MAIN WINDFORCE 10.DESIGNATION W STANDS FOR THE FOLLOWIMO: 53. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND X OPERABLE PANEL 5.1.1. 111294CH MINIMUM EMBEDMENT ® LUMBER MUST COMPLY WITH 5TH EDITION FDCIFRC TRANSFEMUNGAPPLIEOPROOUCTLOAM TOTRE $.a i-MiNCH MINIMUM EWE DISTANCE AS RELATED TO WOOD PROTECTION. STRUCTURE IS THE RESPONSIMUM OF THE ENGINEER I LA USINCREASE MALL.OWABLE STRESS FOR WIC 5.2. MASONRY SUBSTRATE S, CONCRETE WMIMUM COMPRESSIVE STRENGTH OF ORARCHITECT OF RECORDANO TO BE REVIEWED BY LOADS WAS NOT USED IN THE DESIGN OF THE SMI. i tt"MINIMUM EMSEOMENT 2M pit AND COMPLIES WITH AC)301, $ AGENCY HAVING JURISMTM WU)& PRODUCT(S)SHOWN HEREIN MAID LOAD DURATION S.L2, 2INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-W FACTOR(CQ=1.6)HAS LSE�N USED FOR W003DANGWR MEDIUM WEIGHT WITH DENSITY>l 17 PGF.. I§,Nrrt J.Am mW PE AND2X BUCKg(t4MEN USED)SNALL BE OESKWEO AND DESIGN WHERE WOODONLY FA1 WRE GOVERNS.FOR 8,FOR PARTING STOP INSTALLATION USE 68 WOOD fi..A=?.E Y_^49762 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ® OTHER MATERIALS,APPROPRIATE SAFET/FACTORS SCREWS, _ STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE PER THE APPLICABLE DESIGN STANDARD ARE USED.RESPONSI EEROR®?ECT OF 7 DISTANCERECORD AND BE OF THE PW BYAHI MIN AREAS WEERWIND-BORNE SRISROECTION WALLF INCLUDING MIR O `1k��\C EES4!4"REQUtXIST.USE NE AHA PT ,FOAM, VENER ANTE O,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM i8 NOT REOUItED. 4 •V F�••.b GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS VT,NO 497g5zFORA SPECIFIC SITE•IF CONDITIONS CAUSE 'O �VFNSTALATION TO DEVIATE FROM TFC RE(X)NREMENTS DETAILED HEREIN,THEN THE BV(LDING MAY ELECT ONE :0TE F :w OF THE FOLLOWING OPTIONS: TABLE OF CONTENTS SHEET REV, SHEET DESCRIPTION ,r�•q ry�ONA,tENO', 1 D GENERAL NOTES,INSTALLATION NOTES E Op.CHART 2 D ELEVATION d ANCHOR LAYOUT - ----�� 3 D ELEVATION 8 ANCHOR LAYOUT PRoMfeT FXvL%EO a+tamyty' w"Imfm D VERTICAL SECTIONS DESIGN PRESS URE RATING(PSE) IMPACT RATING Aw.ldms o(J' $•� 8 O VERTICAL SECTIONS I ,.onUY B D HORLZONTAI SECTIONS LLOIJt21NG DETAIL *560 LARGE MISSILE 1 D BEL OF MATERIALS AND COMPONENTS IMPACT By 6 D I COMPONENTS 6 CORNER DETAIL. !dI1IN T T MAX,OA.MOTH A e PARTING STOP 66, MAX.OAFRAME f, ci TOP SASH VIADTH SW V%nOTH 49A6' TOP SASH 2.83 TYP. WIDTH HEAD&SILL 45,76* FROM PARTING STOP CORNERS 10.001,O.C.TYP. $.W FROM JAMB 4.0(r TYP.FROM @ HEAD SILL CORNERS TYP. F 4.21V TYP. CORNERSOFWWDOW FROM PARTING STOP CORNERS TOP TOP SASH syn 79, 77' SASH f It 2 HEIGHT -m MAXA MAX. WEIGHT T 10.0cr O.C. O.C.MAX.TYP. HEIGHT VW IT 36.625 32.91W TYP. T O.C.TYP.FOR NG E VV'000 SCREWS U) "T P 0 AR P PARTING Top SASH VAOTH 49.46' Top$ASH D.L.O.D LO_WIDTH 45, rFF 176 —a=lo-W TYP. HEZCi S:ly� PE�O CN S%=7F= PART[ x 4-o. STOP HEIGHT r O.C. coic.TYP.FOR lo A t CONCRETE-SCREVYS. ie BOTTOM BOTTOM SASH .2 SASH D.L.O. HEIGHT HEIGHT 30.625 33.113" &REINFORCEMENT(TYP.) 012 INSTALLATION x �18XI-WSCREWS THRU SCREW(TYP.) �#ARTING STOPS(TYP.) UL F4rWPXN*,07S2 3,00"FROM CORN5R$ �i6.er O.C.TYP. OHEAO.&SILL TYP. HEAD&SILL g iWES *111, ...... Alp... - BOTTOM SASH Nv 4 DLOWIDTH 46,8126" 130TTOM SASH WIDTH 50.126" ELEVATION ANCHOR LAYOUT At��winsceo DY EXTERIOR Vmw PWWOR VIEW WIPARMOSTOPS WIPARTINGiSTOPS ,y C MAX,O.A.FRAME WIDTH SW _ fig�++ TOP SASH wIDTH 49.46° TOP SASH D.L.O.WIDTH u 45.75" 3A0"FROM CORNERS HEAD&SILL TYP. _ 4 6.0("FROM JAMS CORNERS TYP. 3"0 C TYP.FOR $ TOP WOOD SCREWS.77' SASH w $� + TOP SASH 4' O.C.TYP.FOR MAX. HEIGHT g )( D.L.O. ® 13.7w CONCRETE SCREWS. r $ FRAME 36.625 HEIGHT O.C.MAX. X 32.913" UNIT TYP. m = HEIGHT �o=,��� x LL BOTTOM BOTTOM SASH ®2"O.C. ` z b HEIGHT HEIGHT TYP. g& I 36.625 X 33.118" Fw C A , ,$REfNFORCEMF_N7(TYP.) %1 kit a 15,67"O.C.TYP. A e DETAIL 1 @ HEAD&SILL V4WJP$ (SEE SHEET 7) e."_' ANCHOR LAYOUT ,& /��4Q�✓�CElfts' Diwf, BOTTOM SASH EXTERIOR VIEW 00•' DLO WIDTH No 4QT J' 45.8125" W/O PARTING STOPS (7 1 1 *• TATE Q ,�• _ BOTTOM Oi WIDTH 50,125"H 0.25i �•�iSfONpi E�a�` ELEVATION - °R°DUCrft= dd" EXTERIOR VlFW „�,,dfs a W/O PARTING STOPS p.m4 t=Dm Y nage eadad HA a I9 l 71°'MIN.EDGE DISTANCE f: Z g ® CONCRETEBY OTHERS ® m (SEE NOTE 4 ON SHEET 1) {.o--—+{-1 IW 1 MIN.EDGE DISTANCE SHEATHING BY OTHERS I WOOD PROTECTION(SEE NOTE p Al 1A.SHT.1)$Y OTHERS .� 1 i12'MIN. 2X WOOD 8Y OTHERS EMBEDMENT (SEE NOTE 4 ON SHEET 1) s EXTERIOR FINISH 114"MAX,SHIM L+ BY OTHERS ' EXTERIOR FINISH � � PERIMETER SEALANT WODD BUCK BY OTHERS ®BY OTHERS Q��1(8:)Y"OTNO_r ERS y� 1 1f2"MIN. LL 1 E S t© 114`MAX.SHIM EMBEDAiENT ON SHEET 1) B PERIMETER SEALANT { £XTERK)R 6 INTERIOR ®BY OTHERS g j 1 _ _ 3 VERTICAL SE 1 ION EXTERIOR s ° INTERIOR < 5 D 17. 24 7 30 ®f 16 toga Z�y1 17j r 24T EM R ��W ( , V, RTICAL SECTL N e W m EXTERIOR t �' 1 OODPRAMBSS)BS79�AiB c�a WINDOW8 2 Ole HEIGHT 2 C V TICALS�+STT© EXTERIOR �� B INTERIOR kites a 15 � L�1I 8 R x �o � s � � Das EXTERIOR 8 INTERIOR FaoMaRE Na 4v142 2X WOOD BY OTHERS 10PERIMETER5 (SEE NOTE 4 ON SHEET 1) ,�est�lwMES �t i ERS BYMERS 1X P7 WOOD BUCK BY OTHERS 4t 5 .rr SHEET 1 —(SEE NOTE 6 ON SH ) 1 lir MIN. No 4873 0 &IERIMETBY ER SEALANT OTHERS I lir MIN.1 rEMBEDMENT 1/4°MAX Sli1M EMBEDMENT —!. ; TATE IF ; EXTERIOR FINISH '4 BY OTHERS EXT£RK)R FINISH e' 1, BYOTHER8 anui� �s�,.. CONCRETE BY OTHERS(SEE NOTE 7W MW.EDGE DISTANCE WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) PRODUCT MIStO mn ®i1ArSHr.1)BYOTHERS VER IC S�CTI_QON. m`tdit * �1Q ' i 1w MIN. B WOOD UBSTRA A�Pi M l CD2 EDGE DISTANCE SHEATHING BY OTHERS (T'�•) YERTICA�, C'�OP1, By A K x1 1 tf2°MIN.EDGE DIST_ t I 1W MIN.EMBEDMENT 1X PT WOOD BUCK BYO RS 71S'MIN.EDGE DIST. ! (SEE NOTE S ON SHEET 1j b CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ® NOTE4 ON SHEET 1) 1 tA,SHT,t)BY OTHERS 1 ur MIN.EMBEDMENT 2X WOOD BY OTHERS 4 4 ® SHEATHING BY OTHERS (SEE NOTE4 ON SHEET 1) 11 EXTERIOR FINIS t 112'MIN.EMBED ` G BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE S ON SHEET i) PERIMETER SEALANT BY OTHERS ®BY OTHERS 4 - **- ,.�/ -- IWMAX.SHIM R' BYE S EMMI NT 0 u MBED EDGE DIST. EXTERIOR 3 IMERIOR 4 1Ik'MAX.SHIM 9 3l8 MIN. EOOB DIST. � 3 2 1 } V c rLteTECAL SE ON EXTERIOR 3 8 a `s INTERIOR HEIGHT 2 a DOW �HEIGHT ���VERTICAL S CTIODN n J——WOOD FRAME SUBS7'RATB �I� � $ �® EXTERIOR 3g® B INTERIOR EXTERIOR S $ B BYiERIOR _ n Rd7M a AtM+un.P E PERM SFhLANT tunas P E wtR PERIMETER BY OR 5 EDGED® BY OTHERS 1 EDGED® / ��� IA C Qpyi ttttl�] Q No 4>) 52b n IW MAX.SHIM # �j�,�7 A 1 lir MIN.EMBED.& EMBEDMENT ���\ J l/ ` 1X WOOD BUCK BY OTHERS i W STATE OF (SEE NOTE B ON SHEET 1) 0. " EXTERIOR FINISH ERS e • CONCRETE ® EXTERIOR FINISH BY OTHERS 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS Ire MIN.EMBED ®(SEE NOTE 5 ON SHEET 1) ruooucr Itt;vtsEu WOO 1 1!Y MIN.EMBED.® 2X WOOD BY OTHERS 718 MIN.EDGE DIST. t as'rksmn �>'"a Ah PROTECTION(SEE NOTE MIIIA,SW.1 )BY OTHERS ® 1 NY N.EDGE DIST. (SEE NOTE 4 ON SHEET 1) I VERTICAL SECTION I�fd j`" VF,RTI ECTI N ® OODFRAMBSUBSMRATE b "�"`� CONCR=SUBS IlWrF. TTTs 1 UT MIN.EMBEDMENT-CONCRETE 114'MAX,SHIM 114"MAIC SHIM �1 tw MIN Emsgx4ENT 1'TWIN.EMBEDMENT-MASONRY 1 2 7 ? 2 13 i zT m 3 i 1MIN.MI MSN.EDGE DISTANCE-GONG, o INTERIOR 2X W1000 BY OTHERS 2' a i s EDGE DISTANCE-MASONRY NOTE 4 as S*ET 1) Wr MIN.WOE DISTANCE nc er n CONCRETEt MASOWY BY OTHERS EXTERIOR SHEATHING BY OTHERS {SEE NOTE 4 ON MEET 1) GLAZING DETAIL I W0O PROTECTION S 2 (ON THIS SHEET) 19 is Is B Ah 11A,SHT.1)BYOTHERSERIMETER SEALANTBY OTHERS® j PERIMETER SEALANT EXTERIOR FSNSSH BY OTHERS w BY OTHERS 1x PT WOOD SUCK BY OTHERS WINDOW WIDTH a ,&(SNOTE B ON SHEET 1) FINISH EE BY OTHERS q w, ORIZQNT CTIQN G S c QRIZQNTWmwAL "TIQN _ - — � b 112"GLASS BlTE� ��w � 7 718"OA INSULATED GLASS CONSISTING OF: INTERIOR EXTEWORLAMINATEDGLAS,S:11d ANNEALEDGLASS, ^� �� n 0. 0"BI ITAOITE PYB MITERLAYER EY KURAR1lYAi1lERNCA INC,1t8'ANNEALED GLASS. E3 its r� WW AIRSPACE,DESKYCAANT VATRIX STEEL SPACER.INTERIOR Ur TEMPERED GLASS }3 i 1 112"MIN.EMBED. #$� i ill^MIN,E MBEDMENT-CONCRETE Std MIN.EDGE DIST. , pn 2"MIN.EMBEDMENT-MASONRY. 114"MAX.SHIM 8 Aw MIN.EE?E)S»Dt5f. dd 1 Itr MIN.EDGE DIST- 114 MAX.SHIM i h �3 2"MI�I.EDGE DIST.MAS S 2 7 7 2 1 AGLAZING DETAIL 1 71d'MIN.EDGE DIST, g xc0ocl.> 9R Ftoe6!P.E Nw l9tez INTERIOR e����t j{1�lIES 4 rr�io EMSEDRENTi i 1 VY MSN. /� _ EMBEDMENT C No 48 3 Ei CONCRETE/MASONRY BY OTHERS- =8 (SEE NOTE 4 ON SHEET 1) (S WOOD BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET i) t TATE P W00 PROTECTION(SNOTE 1 $ 1 g is & EE 11A.SHT 1)BYOTHERS 2 M SHEATHIN0BYOTHERS 1X PT WOOD BUCK BY OTHERS E7ER SPALANT BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS �1ott+tl (SEE. NOTE 5 ON sli 1) IMNDOwWlDTK +teonilt:iRLVisiiD EXTERIOR FINISH BY OTHERS Q INTAI,SEC O °p rinse�iaiaa rio D HORIZQNTAL SECTION " wt+aana/reesoirR`TSUBsivas HE61M DESCRIPTION MATERIAL MAWWACTURER I MAIN E 2 SASH PANEL FRAME Voiamalopvc limp A RWOP'ROYALWINDOWS AND DOOR 3 SASH COVER WHITE RIGID PVC I*qr"Al, PROFtLES,PLAW140.13MDNOANO. 4 PANFLSTOP FRAMEyum IWHITF-RIGIDPVC I"RWDP A 12-1120.02. 13 6 SLOPED I COVER I WHITE RIGIDPVC I"RMP It a GLAZING STOPWITHII : i . IwNiTER1GIDPVC -RWDP 7 GLAZING STOP OPERABLE 8 -MM ITE RIGID F-MENIT STEEL ROLL TECH MOUSTRIES 9 POCKET CO 91 10 BUS STRIP WHITE RIGID PVC "RVJDP it LOCX UOYLK NYL RIGIO -Rymp13 OR10"l4.1S7`x0 A 22 WEEP CO R WHITE W ATHERSTRip Mot 14 314'XlITPARTING—STOP(SEE NOTE IIA.SFIT.1)G�015 MINA I PTPINE WOOD R I 16 SWAFLFX 552 SILICONS I$ #8X Ire I SILICONE I SIXACORP. I1T GAM TYPE SWEEP LOGK STEEL I TRUTH,HARDWARE 18 -9 wvw UX;MVV(INSTALLATION ANCIISTEEL a} — SASH LOCK LOCIMGTILTSHOV, 20 STEEL NYLON g, 21 VIPIYL1UNIVERSALPOLYMERE&RUBBER I TYRINALLMCKNESSNA TYP.WALL SICKNESS NA S EELI TRUTH HARDWARE c3In 22 1 I BSl HARDWARE I 2.8W 23 15 24 NYLON 881 BALANCE SYSTEMS 0.6ar R VISION INDUSTRIES I METAL--- I VISION INIOUSTRIES j 26 ALF!lr- 28 stKAr-LE-X6528ACK3ESILICONE 2T i#12 WORD SCREW{INSTALLATION ANCHOR) STEEL 1- 28 1 114"(TWAUVANCEDTHREADFOR#ATAP FWN- STEEL 294—�ug gh$8 SPACER JSTAINLESSSTL. CARDINAL M 30 1 P.LAZU Mowlwuwom INEOPRENE FRANK LOWE MAIN PR SASH PANM MAME Q) SASH COVER PANELSTOPfM FACE,MOUNTED KE"ER WHITE RIGID PVC WHITE RIGID PVC -.--T=-R I a z P V a c STEEL TYP.WHITE 0,010, TYP.WALL THICKNESS 0.070' TYP.WALL THICKNES 0.085' WHITE RIGID PVG TYP.WALL TICKNESS 0,074r [--4.17WO' 0 298' T TYP.WALL HICKNESSO 7()` 0.16W 2.7 1.3246V 0 r-n I.00w %Li�fiQQ . .......S+Q trig .... T— a. A 1.40W —0470* T 1.35WJ� T No 4975? 1.6w SLOPED S11,11 COVRR GLAZING STOP I LIFT HANDLE GLAZJNaQQ;�0PERABLF SAS11) POCKET COVER WHITE RM PVC WHITE RIGID PVC 161D PVC WHITE RIGID PVC SPRING BALANCE TYP,WALL THICKNESS OOM TYP.WALL THICKNESS OMS' TYP,WALL TICKNESS 0.065" TYP.WALL �-145T-4 0 L o 30' THOMESS 0.0'/Vl ...... 0.891, Folm"40*000 0,963'- .0, 'RIGID P M'C"ES PVC S'A 0 I 0 I 300- T-11 qrDr In L - -'_ GLA Iss, L t867' 100 1,220 OW MM, V -vi 11,121- 9c N160 INTRItt K COVER REINFORCEMENT PARTMO STOP {0.000 75. 0.65. S.Cr ,§TE-�L WOOD f-0.438' TYP.WALL THICKNESS 0.0ar P.WALL THICKNESS 0,076- 0.170' 1.6w DWI 0AW T0.525 Y T-�—�1,722" }--314- r a ® TILT LATC11 ® PIVOT BAR c a STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 0.176' 0.323' 0.559" 0.345" 0.205' 0.362 0.173" o I' �IL _ D.18 � 0.377 0.7090.651' • 0.37T -71.9062260t I " 0.388" 5.622" 0.888" 2372 + A1.122" 0.8031.O6r 1.0,2 �8 " — 1 0.544• 0.15r—T � -c � �m WELDED MITERED CORNER CONSTRUCTION 8 / ���tfillllflgl 1a•O.e (lYP.) ��b;•b •,Gd, ®8 / :A \8 _ t N4 1875.2 •0 N �.. ���� A a O ti TAT O+f �� • rll�ssj0 �0��� fNpall 18 ® ASHIM DETAIL 1 ,X PT WOOD BUCK �xDnucrxtiv'se» A BY OTHERS a� �I$OLIO.GZ NOTE: Ues PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO IX PT WOOD BUCK OY. WITH SIKH 651 SILICONE ® "" e1in