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HomeMy WebLinkAboutProduct Approval M AME , MIAMI-DADE COUNTY WMPRODUCT 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 NOTICE OF ACCEPTANCE OA www.minmidnde.gov/economy Zegeneyylus,Inc. st Gap Highway rmel,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 REI- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction,(AIM. 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 of the applicable.building code. This product is approved as described herein,and has designed to comply with the Florida Building Code i in the High Velocity Hurricane Zone: J ESOWTION:Series.'15305 Tilt"White PVC Double Hung Window—L. APPROVAL DOCUMENT:Drawing No.RPLS0064 titled"Series 5345 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., 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 I ACT TING:�agpermaneand Small iss a mMan�ufactur'�ees LABELING: Each unit shall bnt'label wi t 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. 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. ADVE1CfISEMENT: 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 stealI 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 No.15-0618.02 MtAMMADE COUNTY 2 Expiration Date: May 06,2019 of jl Approval Date: October 01,2015 Page 1 Won"Plus,Inc, NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED . i 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 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 lift 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. (Submitted under NOA No. 09-0122.OS) 1 C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FRC 51h Edition (2024), dated 06/01/15 with revision dated 09/01/15, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,F.E. 2. Glazing complies with ASTM E1300-04e01 ; D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 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. �Mtez, .E. Product COntroWXanfluer NOA No.155-0618.02 Expiration Date: May 06,2019 E-1 Approval Date: October 02,20.15 r Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to,of complying with FBC 51" Edition(2014) and of no financial interest, dated 001/15, prepared by PTC, LLC, signed and sealed by Robert I Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422 2, issued by National Certified Testing Laboratories,dated 10/02108,with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA 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. i ML R I j i ManuelP.E. Product Control�BrVfiner NOANo.18.02 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 I 4 REGENCY PLUS WINDOW _ SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL INSTALLATION ANCHORAGE DETAILS QENRPAL NOTES: IN6TALUITION NOTES: rTO:::H ANCHOAAOE 3KONAN HEREN IS DESIGNED A OUTSIDE HVHZ REQUIRE THAT A LICJc D HATH 6TH AGE SEDITOH WNq FLORIDA BUILDING ENGINEER OR ARCHITECT PREPARE AND SUBMIT 31TE L CANE(t)INSTALU1710N ANCILOR IS REQUIRED AT FACH ® 6 COSI L(A710N ANCHODASSOCIATEDHARDWARE 6UILIXHO AND RESIOENtM VOLUMES SPECIFIC DOCUMENTS FOR USE IMTH THISANCFRN SFIOVVN, M()gT BE IAADE OF CQION RESGSTANT MATERIALOR HEHIGHVELOCITYHURRICANEZONE(H HZ) DOCUMENT.GN PRESSURE STATED HEREIN. B.INSIDE HVHZ REQUIRE THATAONE-TIME SITE 2 THE NUMBER OF INSTAlU1Tl0N ANCHORSDEPICTEDISHAVE A CORROSION RESISTANTCOATING. SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINRAUM NUMBER OF ANCHORS TO BE USED FOR ® I.FOR CONCRETE BLOCK DO NOT INSTALL INSTAI NATION 5 >S1 E PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMt-DIODE COVNiY PRODUCT CONTROL PRODUCT INSTALIJRION. ANCHORS INTO MORTAR JOINTS•EDGEDISTANCEISPON SIONED/WD SFJALED TEST REPORT 0, HCTL-110.17 22.2 pATE01?/DtAB,ADDENDUM MTEO 7.MATF]UALSt 3.SHIM Ag REQUIRED ATEACH NSTALIATIDN ANCHOR MEASURED FROM FREE EDGE LL OF BL C EDGE OF �4 Z 1UGO-110.1DA-2DATEMODATE00.V1ENDUM WITH LOAD BEARINOSHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACESHEU..OFBLOCK: ASSOCIATED LABORATORY STAMPED DRAWNGS AND 7.1 WINDOW FRAME MATERIAL•ROYAL WINDOW&DOOR SHIM SIZE IS 1f1 NCH.SHIM WHERE SPACE OF SING INCH WERE TESTED N ACCORDANCE WITH HIGH VELOCITY PROFILES.PLANT 13 RIGIDIANYL PVC PER MIAMI-DAM OR GREATER OCCURS.SHIMS)SHALL BE CdNS1RUCTFD 10.1ANCHORS SHALL L''E INSTALLED IN HURRICANE ZONE TESTING PROTOOM TAS-M,TAS m ®HOME Or ACCEPTANCE(HOA)NO.12-1120.02- OF HIGH DENSITY PLASTIC OR BETTFA ACCORDANCE STALLION INSTRUCTIONS UIONS MANUFACTURERS AND TAS-203 ® INSTALLATION INSTRUCTIONSANDANCHOR9SRALL 72OlALN0INTERLAYER KURMAYAMERICA,INC. L Fok INSTALLATION INTO WOOD FRAMING,USE 012 WOOD ®NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS �? 3.THE PRODUCT HAS SEEN EVALUATED FOR CONFORMANCE ®SVTACTW INTERLAYER PER MIAMMADE NOTICE OF SCREWS OF SUFFICIENT LENGTH TO ACHENE 1 U2 NCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE m TO TLE 8TANDARDB LISTED N THE STN EgT10N(201N) ACCEPTANCE(NON NO.11-081670. MINIMUM ELRII�MENT.MINIUM E00£DISTANCE IS 7Al ANCHOR MANUFACTURER. C.j ® FLORIDA BU&DNGCODE(FBO)-BUILDING AND INCHES. ` 8 R RESIDENTIAL VOLUMES AND IS IN OOMPLIANOEHATH SAID 6,NOT USED. HE ETNA RE BAST ANCHOR CAPACITIES FOR PRODUCTS .$ u STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONEZa S.FORMASINSTALIATLONTTLYINY IXBUCHTOCONfONRY, FOLLO N0PROPERTIES: ROEDONSUBSTRATEMATERW.SY.V1THiHE N i (HVLW REQUIREMENTS. S.GLASS MEETS THE RECUIREMENTS OF ASTM E1300-0117. MASONRY. DIRECTLY INTO CONCRETE(WASONRY. ®FOLUXMIlNO PROPERTIES I, SEE SKEET SKEET FOR(LAZING DETAIL ®USE iM INCH ITW ADVAt=O THREAADFORM TAPCONS OF t5rtf 1-ADD-QUACYOF THE EXISTNGSTRUCTURAL CONNCRETE SUFFIIENTLENGTH 10ACHIEVE THE FOLLOIONG: A. WOOD-PRESSURE TREATED CPT)SOUTHERN MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 10.DESI NATION'r STANDS FOR ME FOLLOWNOL 5.1. CONCRETE SUBSTRATE YELLOW PINE MIMMUM SPECIFIC,GRAVITY OF OAS RESISTING SYSTEM CAPABLE OF WI11t8TANDINO AND X:OPERABLE PANEL 5.1.1. 1,2INCH MINIMUM EMBEDMENT ® LUMBER MUST COMPLY WITH 6TH EDITION FBCIFRC TRANSFERRING APPLIED PRODUCT LOADS TO THE 5.12. 1.12 MICR MINIMUM EDGE DISTANCE AS RELATED TO WOOD PROTECTION. C g A STRUCTURE IS THE RESPONWBIL[TY OF THE ENGINEER 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND 31. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF � OR ARCHITECT OF RECORD AND TO BE RENEWED BY LOADS NMS NOT USED IN THE DESIGN OF THE ".L- 1 INCH MMNMUM EMBEDMENT 255 psi AND COMPUES WITH ACI$01 ION . AGENCY HAVING JURISDICTION CAIN).e PRODUCT(S)SHOWN HEREIN.NAND LOAD DURATION 5.2.1. 2 INCH MNOAUM EDGE DISTANCE C- MASONRY-STRENGTH CONFORMS TO ASTM C40, FACTOR(Cd•1:0)HAS BEEN USED FOR WOOD ANCHOR MEDIUM WEIGHTWITH DENSITY 1117 PCF:. P~J AffXIUW PE. S.IX AND 2X BUCKS MHENUSED)SHALLBEDESIGNEDAND DESIGN WHFREVODDD•ONLY,FAILURE GOVERNS.FOR S•FOR PAR71HOSTOP NSTALLATIONUSE 68WOOD HN"RE.ND4WAa ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE ® OTHER MATERIALS.APPROPRIATE SAFETY FACTORS SCREWS. ED. TANCE EXCLUDE RECORD AND OBE REVIEWED BY OF THE ENGINEER ORARCHTECTOF t2.IHAFLFJISNREREWINDIME.DEBMPROTECSTRUCTURE.BUCK DESIGN AND INSTALLATION 49 THE PER THE APPLCASM DESIGN STANDARD ARE TION 7 WALL FINISHES,NCLUDING.MINIMUM EMBEDMENT AND BUT�NOT LIMITED TO `���DIS �pl..pM..... ® REQUIREMENTS EXIST.USE OF AN APPROVEDUAPACT STUCCO.FOMLBRICKVENEERANDSIDING. Mas,,.• \CEAYSF,.,9 6.THE NSTALLATIONDETAILS DESCRIBEDHEREIN ARE PROTECTIVE SYSTEM isNOT REOUIRED. Q�'' No 4075 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS F'ORASPECIFIC SITE IFCONDITIONS CAUSE "TATE:t /. w INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE 9V• OF THE FOLLOWING OPTIONS: TABLE OF CNTENTS SHEET REV. SHEET DESCRIPTION 'q��ONAiu{�pR{ 1 D GENERAL NOTES,INSTALLATION NOTES&DP.CHART 2 D ELEVATION&ANCHOR LAYOUT PIAODUCTR6Y r6�,1'InfJ� 3 D ELEVATION ANCHOR LAYOUT i D VERTICIL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING ASI—I.. (gD610.02 S 0 VERTICALSECTIONS 6 D HORIZONTAL SECTIONS&GLAZING TAIL *55r 0 LARGE MISSILE DE IMPACT 7 D BILL OF MATERIALS AND COMPONENTS 6 D COMPONEMS&CORNER DETAIL ,1 s' I 1 ` MAX.O A.WIDTH 1N/PARTING STOP 55" o a MAX.O.A Fi RAMS WIDTH S3" TOP SASH WIDTH 49,45" a• TOP SASH 2;53 TYP, D.L:O:WIDTH Q HEAD&SILL U. 45.75" FROM PARTING STOP CORNERS I&W,O.C.TYP. FROM JAMB @ HEAD 3 SILL COON 3 .. 4.00"TYR FROM CORNERSTYP. ff CORNERS OF WINDOW FROOMM PPARTIARTTYPI NG STOP CORNERS r v TOP TOP SASH ` $y 79" 77" SASH Qu D.L.O. MAX HEIGHT x HEIGHT 13.75 _ g g HEIGHT® UNIT 36.526 32.913" 10-W O.C. D.C.MAX.TYP. -%a z s TYP• 3`O.C.TYP.FOR PARTING FRAME I X WOOD SCREWS. STOP HEIGHT - 2"O,C. 4"0.C,TYP,FOR 1 TYP. CONCRETE SCREWS, BOTTOM BOTTOM SASH SASH D.L.O. w HEIGHT X I HEIGHT 35.625 33.113` &REINFORCEMENT(TYP.) 012 INSTALLATION X R8 X 1-SIC"SCREWS THRU Ali SCREW(TYP.) ARTING STOPS(TYP.} g R�MJ.Mg P.E. PF.to wrax 3.00"FROM CORNERS 16.67"O.C.TYP. 04421usrt+qb 0 HEAD&SILL TYP. @ HEAD S SILL aaaaaa(DAMES SOT7OMSASH Q' No 447 DLO WIDTH ,t 48.8126" �� STATE OF Off. ,c 'tV BOTTOM SASH 'moi .N• O q�V '\� WIDTH 60.125" •,��5`S�f3M1lA„ �`a• ra6oUC1'xEVIlSBo ELEVATION ANCHOR LAYOUT A AA : LXTMUOR VIEW EXTERIOR VOW E pneionOr W/PARMO STOPS W/PARTING STOPS pr M MAX.O.A.FRAME ; a WIDTH,53" o TOP SASH WIDTH 49.48" :d TOP SASH -D-LO.WIDTH a 8 45.75" � 3.00"FROM CORNERS 0 HEAD.&SILL TYP. z a W $ 4 6.00"FROM JAMB CORNERS TYP. 3"O.C.TYP.FOR Z V TOP WOOD SCREWS. 77" SASH TOP SASH 4"O.C.TYP.FOR a MAX. HEIGHT X D.L.O. ® 13.75" CONCRETE SCREWS. r FURAME 36:625 HEIGHT MP X ® _ `� , wg2 HEIGHT —Td $ BOTTOM BOTTOM SASH ®2.O.C. Q z SASH D. .0. TYP. F HEIGHT X HEIGHT 36.625 33.113" \ &REINFORCEMENT(TYR) � kill ill I I 1$.67"O.C.TYP. 2 DETAIL 1 i 0 HEAD&SILL ® RobML&mf o.PE (SEE SHEET 7) 0/P�NO "� ����yAB t%. ANCHOR LAYOUT ® ME�,,•�Q�,..�Eh$a..�p BOTTOM D O WIDTH --j VIEW EXTERIOR o0� �` No497 46.8125" W/O PARTING-STOPS ��t __ BOTTOM SASH 0�',r`ORVRt WIDTH 50.125" ELEVATION mply -Ah 61k EXTERIORVIEW UAdiflooN.5 a W/O PARMNG STOPS. "lim°ai Am �.CONCRETE BY OTHERS 718'MIN.EDGE DISTANCE Fi� (SEE NOTE 4 ON SHEET t3 1 WMIN.EDGE DISTANCE WOOD PROTECTION(SEE NOTE SHEATHINGBY OTHERS�11A,SHT.i)13YOTHERS t 172'MIN. 2XWOOD BY OTHERS E�RwOTHERB •EMBEDMENT 114"MAX.SHIM (SEE NOTE ON SHEET 1) BY EXTERIOR HERS PERiM®BY OTHERSR SEALANT 4 IXPT WOOD 8 OTH BUCK BY OTHERS I 9 ,(SEE NOTE 616 114"MAX.SHIM 1 to MIN. s c9 w �+ �,.� ON SHEET i) EMBEDMENT EXTERIOR �J B INTERIOR PERIMETER SEALANT ♦ p S BY OTHERS 9 q 2 D YER ICAL E EXTERIOR a 3 INTERIOR' } 5 b 7 30 ® - S8 19 ,^.Cc,, S- 2a EXTERIOR . s INTERIOR WHNbO EIGHTE VERTIC L ECTI N 3zs i +t9 SU WOO B WINOOW S HEIGHT2 2 2 YERTIC L O �® � IS Cc EXTERIOR 6 INTERIOR 2 �p 6 B ttCC EXTERIOR 2b a INTERIOR AOaRl.Am9rvw,p! ECMa P.E M 40164 2X WOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) PERIMETER SEALANT 5 ♦+++++�JAMFS����ii� AIX PT WOOD BUCK BY OTHERS ABY OTHERS 1 ♦ ( EN PERIMETER SEALANT BYOTHERS 5 (SEE NOTE 5 ON SHEET 1) p� •y♦DSE• 4i ® 1 i 11Y MIN, 1 112"MIN. No 4975 J►p EMBEDMENT 1I4'MAX.SHIM EMBEDMENT 2 ! EXTERIOR FINISH 4 � • 1. TATE F 'B` BY OTHERS 'W ' EXTERIOR FINISH e CONCRETE BY OTHERSh�i Ai/n1�Np`♦♦ WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE ®11A.WT.1)BY OTHERS 4 ON SHEET 1) 7115•MIN,EDGE DISTANCE PRWUCt RIWISPD 11/2'MIN. (�)�I�CACTION - kEDGE DISTANCE SHEATHING BY OTHERS B?iT RATE Ac=pWm No l got � f VERTICAL SECTION ) ar n« D.. l / Cl `fI3Sd8SSIM.AI` — Morn ede t I trt"MIN.EDGE DIST. >; 1 112•MIN.EMBEDMENT iX PT WOOD BUCK BY OTM 718'MIN.EDGEDIST. d (SEE NOTE'5 ON SHEET 1): 3 CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE •' a a ® NOTE,4:ONSHEETI) 11A,SHT.1)BYO 1112'MIN,EMBEDIAENT • IA 2X WOOD BY OTHERS d SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) j ':9 EXTERIOR FINISH 4 .' 1112`MIN.EMBED Q^ a BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE S ON SHEET 1) . PERIMETER SEALANTBY OTHERS ®BY OTHERS 4 PERIMETER SEALANT — 9 1M'MAX.SHIM ®BY OTHERS 1 3i8'MIN.® EMBEDMENT EDGE DIST. EXTERIOR 3 6 KTERIOR o 4 V4"MAX,SHIM 9 31W MIN. � .. 2 1 1: EDGE DIST. J VER CAL SEC' ON EXTERIOR g INTERIOR colvcl s 6 S� ;Q 10 tm z S+ a HEIGHT 2 1 11 b1 Gnow HT H VE D CAL SECTION 2 . F ® EXTERIOR �® 8 INTERIOR EXTERIOR6 kNE B INTERIOR _ �j IioErll Mptutl.P E PERIM R SEALANT � fbM•P.EBD 49764 318V MIN. PERIMETER SEALANT 5 3r MINA BY OTHERS t EDGE DIST. `����`��4yAME8 q�, ®BY OTHERS i EDGE DI T. �.o��Q.v.CENSF•,9G� • No 49 SM 1l4"MAX.SHIM �� •�' • . .EMBED. 1 112`M{N. 1X WOOD BUCK BY OTHERS EMBEDMENT uTA7E OF :� -� (SEE NOTE S ON SHEET t) � 0�.,•,� �;•r, a ® EXTERIOR FINISH BY OTHERS y�4SS...... EXTERIOR FINISH BY OTHERS CONCRETE h�ln�4p� 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS Lsw ®(SEENOTE 5 ON SHEET 1) 2•MIN.EMBED® W00 PROTECTION(SEE NOTE t 112`MIN.EMBEDe 2X WOOD BYOTHERS 718"MIN.EDGE DIST. �� K[v i5� ' Wt wttl OkfMld• I IA;614T.1)BY OTHERS ® 1 112•MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) /ERT' L SECTION ° ` tA B s1 es-rRAT$ �+ I'I StJ83TTtAf. 1, .acPmaKi I 1!2•MIN.EMBEDMENT-CONCRETE 114'MAX.SHIM 11C MAX.SHIM 1 U2•MPI.BWEDMENT ® 1•MIN.EMBEDMENT-MASONRY 1 1 2 7 7 2 t7 f 2 a a._ �• � i co 0 1 Ire MIN,EDGE DISTG a 2X WOOD BY OTHERS i 2'MIN.EDGE DISTANCE-MASONRY .' _ INTERIOR (SEE NOTE 4 ON SHEET t) Q W 713 MIN.EDfiE DISTANCE f CONCRETE!MASONRY BY OTHERS !, EXTERIOR SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) o V4007 PROTECTION(SEE NOTE 8 2 (ON � SHEET)i EXTERIOR FINISH BY OTHERS q ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT BY OTHERS 1X PT WOOD SUCK BY OTHERS WINDOW WIDTH y ,&(SEE NOTE 6 ON SHEET 1) BY OTHERS H RSFINIS HO IZONTAL 5EC'TION o gm = 1 R ORIZONT >2,a�ON G n a re r Ur"GLASS WMA 7 nr O.A.INSULATED GLASS CONSISTINGOF:,® INTERIOR EXTERIOR LAMINATED GLASS:I1W ANNEALED,GLASS, �\ 0.080"BUTACITE PVB INTERLAYER BY KURARAY AMERICA,WC„116'ANNEALED GLASS. $ � ® 0.38'AIR SPACE,DESICCANT MATRIX STEEL SPACER,NTT3t10R 1A1'TEMPERED GLASS F f 1 11Y MIN,EMBED. 3!6•MIN.EDGE DIST.® ����--- 1 ilY I N.EMBEDMENT-CONCRETE ' ' g T MIN.EMBEDMENT-MASONRY. B ®3X6'MIN.EDGE 01ST. 1 12'MIN.EDGE DIST- 114 MAX.SHIM 1!4•MAX.SHIM ® 2'MN.EDGE DIST-MASC 2 7 2 7 2 1 ® 716'MN.EDGE DIST. Y fe GLAZING DETAIL 1 ruo.eiw,on,.o..f=. Fi:m RENo.40762 • INTERIOR JWEs 1' �,��•'•G E IV•' � ��i 1 VY MIN. . 1 112'MIN. No 4975 �O EMBEDMENT EMBEDMENT 2X WOOD BY OTHERS �•* CONCRETE/MASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) TATE F i (SEE NOTE 4 ON SHEET 1) EXTERIOR ' A` t`•'�.� WOOD PROTECTION(SEE NOTE B ''• O R L a.••' ®11A SHT.1)BY OTHERS 1 8 2 1 isSHEATHING BY OTHERS �44g�ONA� RIMETER SEALANT 8Y OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X PT WOOD BUCK BY OTHERS VINDOWWIDTH ®(SEE NOTE 5 ON SHEET 1) aanUCFRMSED �w,Pf .hu�.tlorw EXTERIOR FINISH BY OTHERS K Zo NTAL5E TON HORIZONTALSBF—r7a� BILL OF MATERIALS TTEMN DESCRIPTION I MATERIAL MANUFACTURER I MAIN FRAME WHITE RIGID PVC P PROFILES, ROYALT N O.13 M AND DOOR 2 SASH PANEL FRAME WHITE RIGID PVC "'RWDP PROFILES.PLANT'N0.53 MD NOA NO. 3 SH ER W}IITE RIGID PVC "RWDP 12-1120.02. bu s p 4PPANEL STOP tF E R WHITS RIGIO.PVC 6ED SILL COVER WHITE RIGID PVC '"RWDP 6ING WITH HANDLE WHITE RIGID PVC 7ZINGSTOP OPERABLESAS MMITE GIDPVC..-6FORCEMENT STEEL ROLLTECHINDUSTRIE8 9KET COVER Mt WHITERIGIDPVC "•RWOP 10 STRIP VINYL 1 tRLOCK COVER I WROTE RIGID PVC "RWDP 12 1 WEEP COVER NYLON CUSTOM CRAFT }q w. 13 02107 0.107'x:0:300"CENTER FIN WEATHERSTRIP I ULTRAFAS c5 ti Sw x i Ur PARTING STOP(SEE NOTE ISA ,t 0.55 MIN PT PINE WOOD -- � 16 1 SWAFLEX552 SILICONE I SILICONE I SIKA CORP. 18 1b X ttr TEK SCREW STEEL. -- i7 CAM TYPE SWEEP LOCK 8TEEL TRUTH HARDWARE Y 16 66 WAD ONST ANCH STEEL t9 7 A.i _4 CUM NU :lRr AN o90`IGLASS 09AOtSPAC 1/ETEhIPEREftAfiAY CA INC.,ttCANNEAIEDGLA89 SASH LOCK DGLASS F� LOCKINN ON SHOE coo t� z 20 BULB VINYL WEATHERSTRIP VINYL UNNERSALPOLYMERESRUBBER TYp.WALLTKKNESSNA 4Y TYP.WALITLTCKNESSNA 21 FACE MOUNTED KEEPER STEEL TR HARDWARE 1,2i0-+{ �+ 22 SPRING BALANCE !HARDWARE ( 2.538 r+� a 23 LOCKING TILT SHOENYLON 881 BALANCE SYSTEMS 24 HURRICANE TILTLATCN 1067 S^IEEL-21NCCTD: Vf344N1NDUSTR{ES 0.86T i" � �g� 25 PIVOT BAR METAL VIS INDUSTRIES2A62' F 28 1 SIKAFLEX 652 SAC KBEODINO 8ft.tCUNE SI CORP, tA17" 27 912 WOOD SCREW QNSTALUTION ANCKOR) 29 tt4 lTWADVANGEDTHREAlTFOR T N STEEL TTW � 3 29 ENDUR 0.5 SS SPACER STAINLESS STL. CARDINAL 0.735" VA 30NEOPRENE FRANK LOWE w 1` Sa MAIN FRAME, SASH PANEL FRAME 3 SASH COVER �'ANEL STDP'titaAMIS FACE MOUNTED KEEPER Y �.WALL TICKNES3 0470 STEEL ©WALLWHITE RIGID PVC THICKNESS 0.070" TYP.Wµ)THICTE IKN S 0.065' �Ww�O PVC TYP.WALL TICKNESS 0.070' TYP.WALL Ftstls P.0 Na.tpEt 0.296" THICKNiS;iOM?W -'"�t.760'r- 11 0.150" iiyptrnnuigri t 0,315' 0. C� ,� � 4.656" ��� �_ 1.326' w��QkQ�r;,\GEPIg�O+P` 2,730 �"'' 1.000 1.i0LY i --I I.�Si� 0.070" bd� No 4975 �+ 32w-4--T T O.i6T' �•--•� 1.350 1<1 SLOPIRSII,i.COVER GLAZINGSTO?IUFrOAND GLAZINOSTOP Ot'ERABLESASIi d POCKI:TCOVER 9� TAT'0 F ® WHITE RfGiO PVG tT t, IDP WHITE RIGID PVC SPRING BALANCB �p; A P Z WNTTE RIGID PVC '� `C O R t0.•d�J TYP.WALL THICKNESS 0A7b" TYP.WALLTHICKNE880.055 TYP.WALL TtCKNE8S0.065� TYP.WALL �i S •,,•, ro.300 THICKNESS 0.070 Q +0.100 -� 0.953' q 1•U' O.fi9i" .567' 11 0.065'-0.101 ` rT-i 0.329-moi r.1 "` 1.220 DIA RAA1t. aSe�cn R4Yue1 +0.000wift-1.895" uwb:ncaar® FO� �INTRIA)CK -OVER PARTTNOp OP `"�0.85 1.077 �O.til � �tXrU5.172 FOA38" TYP.WALL THICKNESS 0.087' T'tP.WALL THICKNESS 0.076` 1 �7 J-'----(i- L�--'hC•---0.170 1 ® [tWe -.GCii�--•0.725' 0,914" , 1.722' 1:�-"{ (• " ice 0.526, • O C TRT LATCH ® PIVOT BAR a d STEEL-ZINC COATED METALTYP.WALL THICKNESS NA d F 0.176' 0.323• 0�g 0.315" 0.205' 0.362" 0.173" aL O II 1I +�7rl � 9" - � 0.1 0. 0• 8 1.90i' 228 • 0.36 6.022* 1122' 2.3tr 1OBT 1. oo 0.708' E 0.51{' 0.167' .. TIII L3x<o �� x N � �m WELDED MITERED 'g CORNER CONSTRUCTION f � � / ftbld J.Mrouq'E MM ROAM RE No 10162 / 0�A EES I�1 j��i�,L 1(yO.0 (TYP.) �G•H09i �0;' ®�18 ® ® B No 19762 /tp 1 / \ "STATAI'D,W ��4S�ONA�fc����• to ® ®SHtM DETAIL 1 1X PT wood BUCK 'M1ODUCm`�agU)a,ala. ®BY OTHERS Um20odo „���,Iso�leoZ NOTE: ion Ims PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO IX PT WOOD BUCK WITH SIKA 551 SILICONE ® iN r Da1tA�dn1 i