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HomeMy WebLinkAboutNotice of Acceptance M IAM I•DADE I4JIAi13I-DADS COUNTY 9 R OL 51;CTIOV DEPARTMENT Or RE,GULATORYAND ECONOIIIC RESOURCES(RER 0 treet,Room 208 BOARD AND CODE ADMINISTRATION DIV1S10N T(7 - 90 P(73G)3I5 2599 NO _ C I OF ACCEPTA.NCE OA www.nrinniidnrte.eov/economy , eg ency Plus,Irtc - 1024 Locust Gap Higbwriy Mount Carmel,PA 1785 COPE: 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-Dnde 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 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 been designed to comply with the Florida Building Code,including the HiPJ Velocity Hurricane_Zone, EESCRIPTION:Series"5305 Tilt" White PVC Double$ung Window—L.M.I. PPROVAL DOCUMENT:DrawingNo.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8,dated 01/12/09,with revision D dated 02/07/12,prepared by PTC,LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Co roI-Secttor. SSILE IMPACT RATING:Large and Small Missile Impact Resistan�� LABELING: Each unit shall bear a per7nanen a e wr r e manufacturer's name or Iogo, city, state, model/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.tlre 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 renews NOA#12-0223.11 and consists ofthis 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. !1-1 f} NOA No.13-1007.10 MIAM)DADE COUNTY CApproyalDate: iorl))atc: May 06 2019 l� Jj December 05,2013 t ` Page 1 Regency Plus,Inc. NOTICE Or, ACCEPTANCE: EVIDENCE NCE SU T A. DRAWINGS 1. Manufacturer's die-drawings and sections. (Submitted under NOA#09-0122.05) 2. Drawing No RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets I through 8 of 8,dated 01/12/09,with revision D dated 02/07/12, prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. (Submitted under previous NOA#12-0223.11) B. TESTS 1. Test report on: 1)Air Infiltration Test,per FBC,TAS 202-94 21LImfe ­'r-4 Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94) 4)Large Missile Impact est per-FB-Cr,-TAS 201-94 5)Cyclic- Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1'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 01108109,and addendum letter dated 03/12/09,all signed and sealed by Harold E.Rupp,P.E. (Subinifted underNOA#99-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC.2007, prepared by PTC,LLC,dated 01/12/09 and 04102/09,signed and sealed by Paul E. Winter,P.E. (Submitted under NOA#09-0122.05) 2. Glazing complies witbASTM B1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIM, CATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I.Dupont DeNemours&Co.,Inc. for their 19)uPont Butacite(a PVB Interlayer"dated 04/11113,expiring on 12/11/16. 2. Notice of Acceptance No.07-1016.05,issued to Dominion Plastics,Inc.,for their White Rigid PVC Exterior Extrusions,,approved on 11/15/07,expiring on 10/24/12. Mamiel PeiO_P.B. Product Control BNathiner NOA No.13-1007.10 ExpirationDnte: May 06,2019 Approval Date: December 05,2013 Regency PIus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i F. ST TEME,NTS Statement letter of conformance,, complying with FBC-2010,. nd of no financial 1 interest,dated February 07,2012,signed an sea e y Obert J.Amoruso,P.E. (Submitted underprepions NOA#12-0223.11) 2. Laboratory compliance letter in the Test Report no.NCTL--110-11422 2,issued by National Certified Testing Laboratories,dated 10/02/08 revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOM 09-0122.05) G. OTHER I. Notice of Acceptance No.12-0223.11,issued to Regency Phos,Inc. for their Series "5305 Tilt'White PVC Double Hung Window—L.M.I.,approved on 04/19/12 and expiring on 05/06/14. Manuel P ,P.E. Product Coutrolminer NOA No. 13-1007.10 Expiration Dnte: Mny 06,2019 Approval Date: December 05,2013 E-2 r REGENCYPLUS s 0 7SEES 53®5 TIL T'D0UBLE H U]VG 1"A CT VIA WTND 0 a 0 Q INSTALLAMNANCB'O.RAGW DETAILS e EI ERAL NOTE`: l BNiJBT2 . 1.711E PRODUCTANCHORAGE BROWN HEREIN IS OEBfONED 6.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION A TO COMPLY WITHTHEHIGH VELOCITY HURRICANE ZONE REQUIREMENTS EXIST,USE OF AN APPROVEDIMPAG7 <1.ONE(1)INSTALUATIONANCHORISREDUIREDATEACH' 7.FORCONCRETEBLOCK,DONOT INSTAiLINSTALLATION 3 m (HVHZ)OFTIIE1007AND 2019FLORIDA BUILDING 000E PROTECTIVE SYSTEM IS NOT REQUIRED. JCHORLOCA11ONSHOWN. ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS (FBO)AND ATTHE DESIGN PRESSURE STATED HEREIN, MEASURED FROM FREE CODE OF BLOCK OR EDGE DP ra� O.WINDOW PRAMEAND PANEL MATERIAL•WHITE AIGID PVC 7.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS MORTAR JOINT INTO FACE SHELL OF OLOCIG 2.THE PRO BE Co NEI]HEREIN ARE BASED (N.OA 07-1010.00)- THE MINIMUM NUMBER OFANCHORSTO BE USED FOR UPON SIGNED AND SEALED TEST REPORT IJ RBRO O.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS NO71.110.11422 2 DA7E012101100,AQDEHDUM DATED 7,GLASS MEET➢THE REQUIREMENTS OF ASTM E13DO.04o1 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH } O 11JIB=AND ADDENDUM 11 DATED 03/70100 AND SEE GHCFT0 FOR 0LAZINO DETAIL.® 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THE FOLLOWING PROPERTIES: ASSOCIATED LABORATORY STAMPED DRAWINGS AND WITH LOAD 0EAF11NG SHuti6),MAXIMUM ALLOWABLE 3: dOz WERETEBTEDINACCOROANCBWfiHCURRC-NTMQE S.DESIGNATION'X'STANDS FOR THE FOLLOWING: SHIM SIM 15114 INCH.SHIM WHERE6FACEOF1(10INCH A,WOOD-FRE88URETREATEDIFT)SOUTHERN y(7 IL F= m ' D COUNTY PROTOCOLS.8 X:OPERABLE PANEL R GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF Q.66. x< m D11HIjNBrTY PLA9TiOOR BETTER ® LUMBER 14USTCOMPLY WITH FBO BECKONS }y0.. a�' }} d.ADEQUACY OF THE EXISTING STRUCNRAL CONCRETE 9.A ip INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 2411.7.7.7 AND 212D2AS TO WOOD PROTECTION. 1,1 -1 7 �$ p MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WAS NOT USED IN THE DESIGN OF THE PRO aUCT(S) 4.FORLATION INTO WOOD FRAMING,USE 012 00 ®O.CONCRETE-MINIMUM COMPRESSIVE STRENGTH z w= RESISTING SYSTEM CAPABLE OF VWTHSTAN13ING AND SHOWN HEREJN.WIND LOAD DURATION FACTOR(Cd a 1.0) SCRSUFFICIENT LENGTH TO ACHIEVE 1 4k INCH OF 7102 pal,AND COMPLIES WITH ACI 001. (�,7 �p TRIWSFERRINOAPPLIED pIi000CTLOADS 7D711E HAS BEEN USEDFORWOODANCHORDESION.® MINIMBEDMENT.MINIMUM EDGE DISTANCE 19 TM ®C.MASONRY-STRENGTH CONFORMANCE TO AS y BTRUOTUREISTHERESPONSIBILITYOFTHEENGINEER ONES. F00 �apJ p¢ OR AHOHITECT OF RECORD AND TO BE REVIEWED BY 13 AGENCY HAVING JURIBOICRDN(RFU} S.FORLATION THROUGH 1X BUCK TO CONCRETE/ a biii J. MASOR DIRECTLY INTO CONCRETEIMASONRY, FWZ4.1XAND2X SUCKS(WREN USED)SHALL BEDESIGNEDAND USECH ITW TAPCONS OF SUFFICIENT LENGTH70 WANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE ACHN INCH MINIMUM DMSED)AMT.MINIMUM1.9 STRUCTURE BUCK DESIGN ANDINBTAIJ.ATIONISTHEOGNCE182•WBINCHE6.MIIrIAfUh1ANCHOR RC•BPONANDTTY OFREVIEWINEERDRA CHITECi OF 6141021/4 INCI I. RECORD AND TO DE REVIEWED BYAHJ. E.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE v1 WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICKVENEER AND SIDING. ' RaDadJ.Amuura PY. I V. i FtAdr P.E Ne.dOla2 ROOUCrRFNnvEL ''erclr;,oauaou.�pnu,wp,itc .,..Plyln["Jill l6r Fl ft PQ OmrS25r16 'Inlding Calr vmCaL FL077as-07/0 TABLE OF CONTENTSIm 5mpinnet No V• 0 I� RI.ODO-InO b*0pbdil,o,n SHEET REV, SHEET DESCRIPTION F�:Plrallon Ho I. )7 FOPE Ce,Llk oof Aldhmknaon 1 D GENEFTAL NOTES,INSTALLATION NOTES B➢J'.OfJART dr! 0+ No.73011 R D EL�IATION.ANCHORLAYOUT' FIIer,7lU�d'Pn86all Cont pROOUCTRBVI&!ID D D ELEVATION 6 ANCHOR LAYOUT ` w complyfilily lh Blo FIMda 4 D VERTICALSEC710Ns v DOIJn,gCbdo 0 D VERTICAL SECTIONS DESIGN PRESSURE RATING(psn IMPACTRATING AccIplancoNo?' I B froNdn DeIO 0 ➢ HORIZONTALSECTION84DLAZINODETAIL 15G0 LARGE MISSILE 7 0 BILL OFMATERfALBANOCOMPONENTs IMPACT Rye 0 D GOMPONENTB 6 CORNER DETAIL . N m MAX,GA•WIDTH C a` Cj�—�e/.PARTING SOP 65" IDrH53" o TOP SASH WIDTH 49,40' TOP SASH 2.03 TYP, q u --D.L.O.WIDTH —P, ®HEAD&SILL 48.75" FROM PARTING STOP CORNERS 10.00"O,c.TYP. 0,00'PROM JAMB o !i OM ®REVD&SILL CORNERS TYP. q Q� o _ — - CORNERS OF WINDOW P. N OM PARTING STOP CORNERS Y 70P 1 TOY BA 7D' 77' SASH OL X GDT 13.26" N u{a a s MAX.® MAX. HEIGHT D 0 32.013' 0.00"D.C. U)u a m c HEIGHTW UNIT 38,025 MEN c9s PARTING FRAME I _"_� '1 '• )( 3.OTOY"O,C. V�a E STOP EIGHT - 1.00"O.C. Edi z m I �.O .. I TYP, _ yr b; tu�I Z BOTTOM I n BOTTOM SASH o O 0 SASH P.L.O. v q HEIGHT X HEIG 00'O.C. .Na. N 30.028 I I 13 REIN• CEMENT(TYP.) F 012 STALLATION I )( I NB X 1.610"SCREWS TI-IRU - 8 EW(TYP.) PARTING STOPS I 3.00'FROM CORN S I I I OAV O.C.TYP. ®HEA b&SILLTY.,---"""III fff"---®HEAD&BILL FleldnP,E11aIBTG2 BOTTOM SASH DLO WIDTH 40.8125• • BOTTOM BASH WIDTH 50.125" r r ALU NATION •;�F Pru1�tloGpa R Wp.l1t ANCHOR LAYOUT ® run",c3ot7q.• ''tAinnpgC.FL33'lardF7G alna0o;17M ld"})plPrmpmm IIXTURIORYIHW BXTBIUOR VMW FUPEcuitMnmdAtahodre¢m W/PARTING SLOPS W/pAIMNO STOPS tt"aws •RODUCf RFfiM W PRODUCPRLVIMD rr cdmPlYlne.11h 1hr ilarT:1• mcumplyinglvilhlhop(mldo R"Idlan C"dr BOII'ff"863de Acrgnrnertl■ '�-r fix ptaam loo 2 1 f plrrllon Urlr rl�q B►6alfon Dalo e,lrnt}T•rde Pns'dxa.Cn■� A1lmn PFodncP ° m A S MAX.O.A.FRAME G a WIDTH S3• •• WIDTH 48.40" fi f1 TOP SASH D.L.O.WIDTH o o 45.76" 3XV FROM CORNERS AN-UN Q HEAD R SILL TYP. �I S.OD°FROM JAMB _[CORNERS TYP, g O G 1328• TOP TOP SASH 0.C.TYP. } 5 a D 77• SASH x MAX HEIGHTe p HEIGHT X 3,00•o,C, ■�r- 45 FRAME 30.026 32 013` n P 3�� o Q UNIT 9L` d¢ 3 L S x¢ C n•Oh1 BOTTOM 1.03.O,C, SH D.L.O. TYP. TYP. g of EIGHT IL:,X- HEIGHT02533.113• X \ ®REINFORCEMENT(TYP.) fn 8.40.O.C.TYP. DETAIL 1 ®HEAD R SILL ' (SEE 6HEET7) Rol,oill Am°v■y PE ANCHOR LAYOUT ® FWUJa P.E Ro.�U7li BOTTOM SASH EXTDRIOR VIEW OLD WIDTH -- 40.0126• W/O PARTING SLOPS BOTTOM SASH IV WIDTH 60.125° ELEVATION RVID GOPEXTRRIOo'^zt7°•�oPa.°'Q�•..rvvi"°o oo`Uo'u,°wlF°nL`6ru7a�;p'p7uwjlwdi �-0v 0 PATN .,/�)•). "5m 1V1m FINE unNrktn NA An&IraUan • 170.7Sa15 PRODUCrItBV188D •RGDUCT RENL19Bro 0c°mplyhtgwl0flI.Flofldx d tdmplyNg"tlh lh■FimliL Ualldingcodo 9aldlnl;Cod■ Ao ptnnoo No +lanptann No 3• pm no lfaltan D.to6fpirollonUata:f INhun .Ao Pro it-Don - h11■m D.Je YtbJaq C6a� CONCRETEIMASONRY BY OT RS 7113"MIN,EDGE DISTANCE ` (SEE NOTE 4 ON SH Tl) I-2610'MIN.'EDGE DISTANCE a WOOD PROTECTION(SEC-NOTE I SHEATHING BY OTHERS q BA,SHT.1)BY OTHERS ttt v W 1 1/4`MIN. 2X WOOD BY 07HERS p❑ ❑� EXTE BY OTHERS . EMBEDMENT 114"MAX.SHIM (SEE NOTE 4 ON SHEET 1) PERIM�ERSEALANT '� EXTERIOR FINISH � ,� 1X PT WOOD BUCK BY OTHERS a eY OTHERS BY OTHERS 1 9 (SEE NOTE) 114"MAX.SHIM 1112"MIN, ❑ 0 . ON SHEET 1} EMBEDMENT 3 EXTERIOR B INTERIOR PERIMETER SEALANT 4 6 A BY OTHERS D 0 u z 1 1 13 11 vr,RTICAL SECTION EXTERIOR ' D INTERIOR B E CONCRETE SUBSTRATE 2+ D < S rn 7 tD to m Lz m ❑ 2 }. I INTERIOR M a w t EXTERIOR3 B WINDOHE(GHTJ -VERTICAL SECTION WINDOW 8 I OOD MS SUBSTRATE 14 0 HEIGHT 2 2 N a> 7 F- 2 2 � I VERTICAL SECTION 19 16 C CONCRETE SUBS i� EXTERIOR B INTERIOR 2 1 0 EXTERIOR 28 6 _ INTERIOR I 2D 8 u=cen t.nnA v.v,P E F',mtJa r.E.lta.-0aTR 2X WOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) ® PERIMETER SEALANT 5 ,2 ®iX PT WOOD BUCK BY OTHERS ®BY OTHERS ® 5 1 v PERIMETER SEALANT (SEE NOTE 6O SHEET 1) BY OTHERS 1 1114-MIN, 114"MAX.SHIM ;, f EMBEOM'1IT EMBEDMENT EXTERIOR FINISH .4• ' , �1 —(l BY OTHERS "". I .I+rarmJ"cloe;la"cwt,uc EXTERIOR FINISH—/ ,anorriaaabirJ n BY OTHERS azf aw•„oa•1"lo,pc,ocapmn CONCRETE/MABONRY , PoPB CaluOofo�IfWMahvom BY OTHERS(SEE NOTE No.2�aaH WOOD PROTECTION(SEEN 4 ON SHEET 1) 710"MIN.EDGE DISTANCE enDDUCrnnV,sDp AGA,SHT,1)BY ER6 r e. IttlullCl'ltF1tG57YcN mmmptylupwiDtOwOIoTlda 2610"MIN• 'VERTICALSECIIONaumpli-Imullhlb,Ftm(Se. BuuanlDe"o EDGE DIBTANCI SHEATHING BY OTHERS B WOOD PRAMBSUB TE IvIJ1nD Codi n 1 Aeegplaneo at Q �P•) I hwi.14 ce No B iollon Dain ICAL SECTION C:Vhallan hate it y A CONIC TIISUBSTRATE nT{k/�L eJeP uN t:eac kri4m ado Product c A,G�ITjs'j 2 518'MIN.EDGE DIST.- 1 IST.1 112"MIN,EMBEOMENT 1X PT COD BUCK BY OTH RS (SE OTE B ON SHEET 1) 718'MIN,EDGE DIST. ^ K CONCRETE(MASONRY BY OOD PROTECTION(SEE NOTE e 1 OTHERS(SEE NOTE 4 ON BA,SHT.1)BY 07 ERS® 1 1l2 MIN.EMBEDMENT— SH.EET MBCDMEN7 SHEET 1) ,• , -f SHEATHING BY OTHERS 2X WOOD BY OTHERS w ' y' Q (SEE NOTE 4 ON SHEET EXTERIOR FINISH a 11/44. MIN.EMBED. Q o BY OTHERS iX WOOD BUCK BY OTHERS EXTERIOR FINISH ® (SEE NOTE 6 ON-SHEET 1) g PERIMETER SEALANT BY OTHERS 5 a BY OTHERS 4 PERIMETER SEALANT 4 9 1/4'MAX SHIM ® BY OTHERS 1112-MIN, I o o 1 1 ZZ:17� EDGE DIST. ® EMBEDMENT J B EXTERIOR B INTERIOR m 4• 114'MAX.SHIM z �M h o 3/B'MIN. '¢ 2 1 9 EDGEDIST. �� �c ( 7 1yIcoNc�'AI�,S'EI.'TION EXTERIOR 3 B INTERIOR a j CONCItBTBSUBSTmT8 B Qy jU �D m o WINDOW HEIGHT 2WINDO �n w w N HEIOHTf ii VERTICAL SECTION 5 \ / WOpDITtAMSSUBSTRATA 2 g t is EXTERIOR B INTERIOR 6 t EXTERIOR I S INTERIOR = 5 nahmf 1 A amc.PA ? PERIMETER SEALANT Fladda P.LnniWfi2 5 �BY OTHERS i 318'MIN.® PERIMETER SEALANT 3/8'MIN.® EDGE DIST, ®BY OTHERS 1 EDGE OAST. I 1 _L 1/4"MAX.SHIM r _:•• 4' + a 1.114 MIN,MIN.EMBED. IX WOOD BUCK BY OTHERS EMBEDMENT ;• v (SEE NOTE 5 ON SHEET 1) �- 'nrOpmdu�f awfy o�pµc e01 roeo<�mtya' EXTERIOR FINISH I+qu"W,FI s+Truon� EXTERIOR FINISH BY OTHERS aaf•aoo-tyaptil r lamaaam BY OTHERS CONCRETE/MASONRY FapE Cal .1O.Of pth,raon 1X PT WOOD BUCK SY OTHERS BY OTHERS(SEE NOTE QA MUM � 4 ON SHEET 1) SHEATHING BY OTHER. (SEE N07E 6 ON SHEET iJ -"12-MIN.EMBED t nfnlnernens5rer, I 1!2"MIN.EMBED. 718 MIN.EDGE DIST. „,qq, rnanuCTRllvfseq WOOD PROTECTION(SEE NOTE ® 2XW000BYOTHER9 plyln�fdll arfJt wrnq,plyfggw11h11wFforlJp BA,SM.1)BY OTHERS 9E Ird IIa1l Cad, 2 B/8'MIN.EDGE DIST. ( E NOTE 4 ON SHEET i) I VERTICAL SECTION ,.reluapeettp p�l�p m;�Np Z VERTICAL SECTION WOOD PRAtv1ESUBSTRATB P-1.altoanalq J9 (mlmpDalo H CO CRBT)i'UBSTRATB Ily 1'/ n fill.v )A0 rf Coal MI.. al4pdtq I S 4• 114'MAX.SHIM N 1 1!4'MIN,EMOC-DMCNT -�-"-� 114'MAX,SHIM 1 1J2"Ml DMEN7 �• 1 1 2 7 7 2 25 13 23 1 27 a 2618'MIN, a INTERIOR WOOD BY OTHERS o rll� EDGE DISTANCE SEE NOTE 4 ON SHEET 1) ku QQo 7/0'MIN.1100t DISTANCE ° S O U 2 CONCRETE/MASONRY B HERS EXTERIOR (SEE NOTE 4 ON SHEET i) SHEATHING BY OTHERS GLAZING DETAIL 1 zz W00PROTECTION(SEE NOTE 8 2 (ON THIS SHEET) 10 15 Eo a 23 EXTERIOR FINISH BY OTHERS OA,ShIT.1)BY OTHERS ERIMETER SEALANTBY OTHERS ®PERIMETER SEALANT °d • •••••• 1X PTWOOD BUCK BY OTHERS WINDOW WIDTH BY OTHERS A(SEENOTE 5ONSHEET 1) O�pTHERS INISH HORIZONTAL SECTION y r Loaf° m o F HORIZONTAL SECTION G svoaaeanmesuusrasra a=¢a z� m + wrcE�am/A+Aso ars asrnniiT—' 1/2'GLA FF tgz�>s ' 7/3"0.&INSULATED GLASS CONSISTING OF:® INTERIOR �' Eay c� EXTERIOR LAMINATED GLASS:DEB ANNEALED GLASS, D 0,090'PVB INTERLAYER BUTACITE'BY DUPONT,DEB ANNEALED GLASS, Dao 7A6'AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR DEB TEMPERED GLASS _z € 310'MIN.EDGE DIST,& r 1 ill"MIN.EMBED. c 1 1/4"MIN.EMBED.—�- M ro 2 518'MIN. 114'MAX.SHIM B = 114"MAX.SHIM EDGE DIST. 1 1 2 7 2 7 2 1 w 27,& J MIN.EDGE DIST. 10 GLAZING DETAIL 1 we"ey!"ncN�p,PB Fk.Nn P.0 17a tolfit INTERIOR 1 1!2'MIN. r EMBEDMENT 1 112'MIN. •. EMBEDMENT V t CONCRETE/MASONRY BY OTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) PIC ptpi.q Do.lonbw p.LLC WOOD PROTECTION(SEE NOT .'.:. Lanm WIG 8 2 1 1u ojra ® OA,SHT,1)BY OTHERS v•;•;•;• 1 1 1 8 SHEATHING 13Y OTHERS a:l.avo•voo Hlmpp a�q:xn PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHER6 EXTERIOR FINISH BY OTHERS FOPS Ca,lil X70 hMc"°on 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH A(SEE NOTE 5 ON SHEET 1) PnODua RUVIIJ D TIODUCI'ItENET9kt7 ,ycamPlYto niQllhaplotla" EXTERIOR FINISH BYOTHERS IC HORIZONTALSECTION. �I��;,"A6Ee`h °I�1E�aw IYCCa FI{ MssuoslaATH Am,wn Na,'� 6■P6ol1. .10 J HORIZONTAL SECTION I p1l.n°"a° 1� L911lRaiC A1A90NL fi rola / BY I{y )'/ 1 2.52 MI Da lhaducT 0 01107 Dade Fnasn t(:ool BILL OFMATI';IiIAT:S ITEM 9 DESCRIPTION MATERIA!. MANUFACTURER 1 MAIN PRAMS WHITE RIGID PVC DOMINION PLASTICS 2 SASH PANEL FRAME WHITE RIGID PVC DOMINION PLASTICS 3 SASH COVER WHITE RIGID PVC DOMINION PLASTICS w 4 PANEL STOP 1 FRAME COVER WHITE RIGID PVC DOMINION PLASTICS 6 SLOPED SILL COVER WHITE RIGID PVC DOMINION PLASTICS 8 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS o g 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC DOMINION PLASTICS °a 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES 8 B POCKETCOVERIII WHITE RIGID PVC DOMINION PLASTICS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.2107 DA87"x 0.300"CENTER FIN WEATHERSTRIP -- ULTRAFAB 14 314"X 1 112°PARTING STOP SEE NOTE OA,SHT.1)G-0.05 MIN, PT PINE WOOp - o $ 15 SUCAFLEX 662 SILICONE SILICONE SIKH CORP, 8 AO X 12'TEK SCREW STEEL 17 CAM TYPE SWEEP LOOK STEEL TRUTH HARDWARE © SASFI LOCIC ® LOCKING TILTSIIO¢ Pi o i4 11B WOOD SCREW STEEL 19 718'OA.INSULATED GLASS CONSISTING Or-. GLASS - STEEL NYLON DS3 ANNEALED GLASS,0.000"INTERLAYER BY DUPONT,DSB TYP.WALLTICKNESS NA TYP.WALL TICKNESS NA a o ANNEALED GLASS,AIR SPACE,DSB TEMPERED GLASS 20 BULB VINYLWEATHERSTRIP VINYL UNIVERSAL POLYEAE&RUBBER J1 2.030' I+- 1.240"---1 1 ILIL ¢- 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE O.B87 0.530" d °a 22_ SPRING BALANCE B51 HARDWARE 3 SHOE NYLON SBALANCE TMS CVSINDUSTRIESo 2002'o I jg2TILT LATCH 25 PIVOT BAR METAL VISION INDUSTRIES 28 SIKAFLEX 552 SACKSEDDING SILICONE SIKA CORP. 'O L' 27' tt12 WOOD SCREW STEEL �-- 0.736" a� 3118"ITW TAPCON SCREWS iSTEEL I ITW Ism ppp ( O MAIN PRAUR 9A9TI PAN¢L PRAMR O SASH COVIRR PANRLSI'OP IUIMMIE ® FACE MOUNTED ICEFEPER WHITE RIGID PVC 0 WHITE RIGID PVC WHITE RIGID PVC ® COVRR STEEL w TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESB 0.070" TYP.WALL THICKNES 0.085" WHITE RIGID PVC TYP.WALLTICKNESS 0.070" [-•-4.170"- TYP.WALL THICKNESS 0.070" 1.760" THICKNESS -�,I�0.160' Rd ail!Mav>4 P.E. 2.730^ •(.068" �a 0.115" 1.320" 0. L~'J 19P( RatMaPEH>.IW62 l 1.400" .1._ -••b--0.070" � T1.350" 0.467" - 1.836" l O SLOPL+DBILLCOYLrR CI,A'I,iNGS'CO1'lLllrl'IiANDLTi O GLAZINGST'OP(OPGRADLPsSASH) O POCICHTCOV211 :•�(���� WHITE RIGID PVC WHITE RIGID PVC WHITE RIOIO PVC WHITE RIGID PVC ® SPRING DALeINCL+ �• i TYP,WALL THICKNESS 0,075" TYP.WALL THICKNESS 0.066" TYP,WALL TICKNESS 0,068" TYP,WALL 0,308" f THICKNESS 0.070' Nrot5pf"c1Dnknu..%LLO ^7 11.053' --O-O'01• +0.000 PDouezbitn 2,155° �I 1.857' 0,874" " Ingv>oa,FL`J7r6?U1If 0.100 7N•Goo-t7ggtnly 006n 0.320'--�I 1.220 DIA.MAX RPM inwlmtrnftsn O IIILFNRORCCMILNT f INTLrRLOC1(CO ¢R PARTING STOP � 1,885°00.000 .100 O U S7i=El- H E RIO O PVC ® pRDDUCTAvAlhibD WOOD D.as^ 1.077 RDOucrHPNt1VSG tuvmpiYI wllhthoFlmlda I-0.418' TYP.WALL TNICKNFSeU.082" TYP.WALLTHICICNESSD.07s' �--r- ..ro>Mrl"a�uhthrPm,ib Dunulho-N oil- nccyPtenmNo x3.11 • I Hw ftnlfotthale 0.914' 1600 ® t rb>tt»USI. 19 T^+I 0.72G" I 0.626" �j:'zJ S 8Y r.•-�j--••1722•• uY A11mt Dada7'+odttG n I+-•314" Aldn.11 4d,Ptb ad Coel;� o FN P TILT LATCH ® PIVOT BAIL ON $ ZINCTYP.WALL TICKNESS NA METALTYP.WALL TICKNESS NA m J10.007" is 0.170^��-TI 03 0.560" a +( 73••0.346• 0.205"��- 0.362• 0,173" a �` I 111 � 0.188' I I 0.377" D 0.709" p.fi61 I7. . 0`,74�p+ 0377• 06° 2.260" �� I I 0,386" 6.027' I 0.869' ❑ 2 372• 0903' 1.087" 0� 1.012. 0.700' O.i57'— T �-0.644" d 53 WELDED MTIERED pz CORNER CONSTRUCTION g �� 1 6 �14' oO i R.lwd J.Nnonmo.PP. Flrdd.P.ENa agm7 • 10"D.0 _ (IYP.) 10 ® ®ip t�1ly 14 •�PiOpmfo4 DNtan om•�pi t1.C, . • Iro oecCeYYDna• L..Qrlood,pL 0774'1-,4770 371•aocmun tnl.1 01.0 pmm 1 ® FDPfi CoNlid.z5f^uYmdwlbn ®SHIM IId.7903a•' DETAIL 1 1X PT WOOD BUCIC PRODULIMOVlsen ®BY OTHERS -ROOucritENLwIM wconlplyingwlUlI.Fwdn .r.6.plylot wui.lhr FloeAt 1101dOtg Cod. NOTE. !I.Idingc.dr A"plwwN.BZ-02-20T,I/ PARTING STOP EXTERIOR PERIMETER 4tcrp,Allw pflalfon Dato TO BE SEALED TO`IX PT WOOD DUCK F.Plwtl.e ffiI' I�1 WITH SIKA 861 SILICONEIIx ® U (•' � xn Do ct y Allyn UrdrT eci Crol i