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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (5) �M® E MIAMI—DADE COUNTY f 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 NOTICE OF ACCEPTANCE (NOA) www.miamidotdt.gov c nomv geney 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 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 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 inghtding the High Velocity Hurricane Zone: ESORIPTION:Series"5305 Tilt"White PVC Double Hung Window-L.M. APPROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl � Window",sheets 1 through 8 of 8,dated 01112/09,with revision H dated 09124/15,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. SSILE MPACT - TING:Large and Smnll NLss a mpact distant LABELING: Each unit. shall bear a permanent`label wit the 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. 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. ADVTER171SEMIENT: 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 jab site at the request of the Building Oficial. 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. - MI&DADECOUNTY NOA No. 15-0618.02 (Approval iration Date: May 06,2019 Date: October 01,2015 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. ©9-0122.8S) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets I through 8 of 8, dated 01/12109, 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,LoadingperFBC,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 tilt double hung vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision daQ- and addendum letter dated 03/12/09,all signed and sealed by Harold E.,.Riq- PA3.' (Submitted under NOA No. 09-11122.95) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06101115 with revision dated 09/01/15,prepared by PTC LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04c01 D. QUALITY ASSURANCE L 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.9n 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. Mal►1; e _rei - E. Product C011t0o�Iner N0A-,No.,j'S;-0618,02 Expiration liato:-i': E-1 Approval Date. 0etob&0t,*2025 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. 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-110-11422-2, issued by National Certified TestingLaboratories,dated 10/02/08,with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted tin der NOA No. 09-0122.©5) G. OTHERS 1. Notice of Acceptance No. 134007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06113 and expiring on 05/06/19. I I I i i i i Manuell rez,P.E. Product Control Etta iner E NOA No.84M8.02 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 REGENCY PLULXT"Nn �yIND® x SERIES 5305 'SILT DUUBLE HUNG A ALLATION ANCHORAGE DETAILS e INST lit GEN)!(IAL NOTE! IN6TAllATION N99 3 I.THE PRODUOTANC 10ME SHOWN HEREIN IS DESIGNED A OUTSIDE HVME2`.REQUIRE THAT A LICENSED ® 6 INSTAII/ITION ANCHORS AND ASSOCIATED HARDWARE TOCOL1ptYWITHSTHEDITION(2014jftORIDABU1101NG ENOINEERORMCHITECTPREPAREANDSUBMIT9ITE I.ONE(1)INSTALLATIONANCNORISREOUIREOATEACH ® CODE ANCHOR SPECWICDOCUMENTSFORUSEWITHHIB ANCHOR LOCATIONSIEOWN• MUST BE MADE OFppq)7:pSI0NRESLYTANT)+IATERIALOR 4 WCLUDINOINE HIGH VELOCITY HURRICANEZONE 04M DOCUMENT. 34 AT HE DESIGN PRESSURE STATED FEEREIML B.INSIDE HVHZ REQUIRETHATAONE TME SITE 2 HE NUMSEROF INSTALLATION ANCHORS USED FOR HAVE A CORROSION RESISTANT COA7EN0. SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED HE MINVMM NUMBER OF ANCHORS TO SE USED FOR A FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION Y 5 3 1 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED ® FROM TIM MIAMI-ME COUNTY PRODUCT CONTROL PRODUCT INSTALLATION' ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS a 1F- UPON SIONEDAND SEALED TEST REPORTR U Z NMIIO-114224 DATED 121DI10/.ADDENDUM DATED 7.MATERIALS. >.SHIM AS REWIRED SHIMS(MMMUTION ANCHOR MEASURES FROM FREE EDGE Of BLOCK OR EDGE OF 1 1110 5 1 0 6 AND ADDENDUM 11 DATED 03110108 AND SHIM LOAD BEARING SHIM(S).HERE$P ALLOWABLE MORTAR JOINT INTO FAaCESHELL Of BLOCK. NCH ASSONATEDLABORATORY STAMPED DRAWINGSAND 7AWNDOWFRAME MATERIAL•ROYAL WNDOW6.DOOR ORGREATER CNCH.SHIMWHERESPACEOFIHB)CTE WERE RRETESTED INACCCORDANCEWITH LSTA4�AS-?a2 ®PROFILES. PLANT ACCEPTANCEVINYL Y PVCPER MM�I�E OFN�HOEN81TYPlABTICORSBETiER.�CON6TRUCTEO 10A INSTALLATION NNHANCHOR MANUFACTUREKSN 0. AHDTCANE INSTALLATION INSTRUCTtONSANDANCHOR3SHAll l�1 S 72 GLAZING INTERLAYER INRARAY AMERICA,INC. 4.FOR INSTALLATION INTO W000 FRAMING.USE 612 WOOD ®NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS "aJy 2 3.HE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®BUTAGNE INTERLAYER PER MIAMI-DV1DE NOTICE OF SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 V2 INCH THIN THE MINIMUM STRENGTH SPECIFIED BY T'nc U z TOHESTANDAROSUb'TEDNTHE6HEDITION(2014) ACCEPTAHGE(HOA)NO,14.0018.10. MINIMUM EMBEDMENT.MNIMUMEDGE DISTANCE IS716 ANCIIORMANUFACTURER Ott q i ® FLORIDABUILONGCODE(FSC)-BIDLDINOAND SICHES it.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS s a3e . RESIOENMLVOLUMES AND IS N COMPLIANCE VATH END B.NOT USED. 3 STANDARDS INCLUDING HIGHVE-LOC17YHURRICANE ZANELM 5.FORINSTAUAT90HTHR000H1XBUCKTOCONCRETEI HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE SS (HVW)REQUIREMENTS. 0.GLASS MEETS HE REQUIREMENTS OF ASTM E13004401. MASONRY.OR DIRECTLY INTO CONCRETE I MASONRY. &FOLLOMNO PROPERTIES SEE SHEET 6 FOR GLAZING DETAIL. ®USE 114 INCH ITW ADVANCEO HREADFORM TAPCONS OF33 4 ADEQUACY OFTHE EXIMGSTRU07URAL CONCRETE SUFFICIENT LENGTH TO ACHIEVE HEFOLLOWNG: A YW00-PRESSURETREATED(PT)SOUTHERN vs MASONRY AND 2X FRAMING AS A MAIN WAND FORCE l0.DESIGNATION W STANDS FOR HE FOLLOWING: 5.1. CONCRETE SUBSTRATE YELLOW PINE MINIMUM SPECIFIC GRAVITY OF 0.55 F RESISTING SYSTEM CAPABLE OFIMTHSTANDINOAND X:OPERABLE PANEL S.I.I. 11RINCHWHIMUMEMBEDMENT ® LUMBER MUST COMPLY WTH5TH E0171ONFBCMFRC TRANSFERRING APPLIED PRODUCT LOADS TO HE 5.1.2. 1.1RRICH Nu MUM EDGE DISTANCE - AS RELATED TO WOOD PROTECTION. g STRUCTURE IS THE RESPONSIBILITY OFTHE ENGINEER II.A113INCREASE NALLOWABLE STRESS FOR WND 5.2. MASoURYSU13STRAW S. CONCRETE.MiNIMUMCOMPRESSIVE STRENGTH OF to ORARCHITECTOF RECORDAND TO BE REIAEVVEO BY LOADS WAS NOT USED N THE DESIGN OF THE 52.1. 1 INCH MINIMUM EMBEDMENT 2400 Ptl AND COMPLIES WITH ACI 301. AGENCY HAMNGJURISOICTION(AHJ)e PRODUCT(S)SHOWNHEREMW64DLOAD13URAIM 5.2.2. 21KHMINIMUMEDGEDISTANCE C. MASONRY-STRENGHCONFORMSTOASTM C-90. �IJ�p,PE FACTOR(Od■1.6)HAS BEEN USED FOR WOOD ANCHOR Fb1ka P E Mb 4,78E S.1X AND 2X BUCKS(WHEN USED)SHALL SE DESIGNEOAND DESIGN WHERE VWD-0ONLY FAILURE GOVERNS.FOR 6.FORPARTING STOP INSTALLATION USE 18 WOOD ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE ®OTHER MATERIALS,APPROPRIATE SAFETY FACTORS SCREWS. STRUCTURE BUCKDESIGNANDINSTALLATION ISTHE PER THE APPLICABLE DESIGN STANDARD ARE USED. »LIsmils" RESPONSIBILITY OF TH E ENGINEER OR ARCHITECT OF 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE p�� 3NMES 124p,,� RECORDANDTOSEREVIEWEDBYNU- ® 121NAREAS 0FIREWIND-SORNEDEBRIS PROTECTION WALLFiHSHES.INCLUDING BUT NOT LMREDTO ���' `GEN.S MQ i REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT STUCCO,FOAM.BRICK VENEER AND SIDING S.HE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM IS NOTREOUIRED. Q�', NO 4975 / GE'NEF40AND MAY NOT REFLECT ACTUAL CONDITIONS q FOR A SPECIFIC SUE IF CON DITfONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS '01 DETAILED HEREIN.THEN HE BUILDING MAY ELECT ONE 1)ti TATE f :� OF THE FOLLOWNG OPTIONS TABLE OFCONTENTS r,+,A'�SS�QNAI�aO�?• SHEET REV. SHEET DESCRIPTION �!!IlIII11114T,, 1 D GENERAL NOTES,INSTALLATION NOTES BD.P.CHIRT 2 D ELEVATION S ANCHOR LAYOUT PNODUCT.RBVLSPD 3 D. ELEVATION B ANCHOR LAYOUT _ mAITb!1 WAtiYro#fo1Na DW1ainKCON 4 ,pWAo2 4 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSFI IMPACT RATING Avetom of 7'b..��5 ry}��pqq 6 0 VERTICALSECTIONS., nli6rt.0md 3660 LARGE MISSILE 6 D 'HORIZONTALSEC)I.ONS:SGLIAZINGDETAIL 7 D BMLLOF)AA7ERULL6ANDCOMf?ONENTSm17imli 8 D COMPONENTS BCORNER DETAIL i 1 MAX.OA WIDTH AW PARTING STOP Sw MAX OAFRAME WIDTH 53" a TOP SASH ASH OP 8 ] I WIDTH 49A6- BAS TOP SASH 2.63 TYP, —7D.LO.W1DTH—: to HEAD&BILL 0 . 45.76" FROM PARTING STOP CORNERS 10.00"O.C.Typ. 8.00'FROM JAMB @ H a SILL 4.00"TYP.FROM CORNERS TYP.4. "TYP. 15 CORNERS OF WINDOW 25 FROM PARTING STOP CORNERS TOP 1 TOP SASH 79, 77- SASH vu D.L.O. 1, MAX,6 MAX, HEIGHT HEIGHT 2- PARTING HEIGHTW/ UNIT 36.626 32.91r 10.0v O.C. O.C.MAX.TYP. x I-C N ' FRAME TTYP-- T D.C.TYP.FOR STOP HEIGHT 2"OAC• WOODSCREWS, TYP. 4'O.C.TYP.FOR CONCRETE SCREWS. BOTTOM BOTTOM SASH --T f SASH D.L.O. HEIGHT411 1 36.625 x HEIGHT AREINFORCEMENT(TYP.) 33.11W 012 INSTALLATION x LU SCREW{TYP.) ARTING STOPS(TYP.) to A� p4tcd 4.Allow,PX "DWI PE P4 40M 3.00"FROM CORNERS� 15.6r,O.C.TYP.@ HEAD&SILL TYP. HEAD&SILL4!" BOTTOM SASH % OLD WIDTH No 4Q7 48.8125" :00, t�c I.. STATE OF BOTTOM BASH WIDTH 50.125` ���r�is� NAL ftWillO ELEVATION ANCHOR LAYOUT A momerRMWID LX7MOR VIRW OXnRIOR VMW g two Do W/PARTWO STOPS W1 PARTING STOPS � C MAX.O.A.FRAME ; 0 WIDTH 53" o � � TOP SASH d d WIDTH 49.48" TOP SASH $ D.L.O.WIDTH 45.75" a 8 3.00"FROM CORNERS ®HEAD&SILL TYP. = o LL 4 4 8.00"FROM JAMB CORNERS TYP. 3 3"0.C.TYP.FOR TOP WOOD SCREWS.' & 77" SASH TOP SASH 4"O.C.TYP.FOR D.L.O. ® 13.75" CONCRETE SCREWS. } o E MAX. HEIGHT 8 HEIGHT FRAME 36.625 32.913" O.C.MAX. ® S UNIT 1'r• HEIGHT g BOTTOM BOTTOM SASH ®2"O.C. z N SASH D.L.O. TYP. 2 �F � � ! HEIGHT X HEIGHT � $ ell 36.625 33.113" x , l� \ 11 &REINFORCEMENT(TYP.) D 15-6r O.C.TYPBILL ® 8 HE DETAIL 1 ®HEAD&SILL ftW4 Aow.mr7q FE (SEE SHEET 7) FW42 PZ No 10712 ANCHOR I,AYOUT BOTTOM SASH 0 . F•,.G BXTBRIORVIEW o:' DLO WIDTH W/ PARTING STOPS No t O 87 48.8125" BOTTOM SASH WIDTH 50:125' ELEVATION PROD= a+ca"pty{q aiiNmo Florida . OriiLdpi{,Cove:' EXMRIOR.VIEW:'` iccieWnceNo rxO6lEl W/O PARTING STOPS t1 pe°a1 nr ■ 71V MIN.EDGE DISTANCE CONCRETE BY OTHERS � � � d (SEE NOTE 4 ON SHEET 1) 1 V2"MIN.MOE DISTANCE WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS A11A,SHT.1)BY OTHERS d a 1 1l7 MIN.N] 3 • a. c.., 2X WOOD BY OTHERS EXTERIOR FINISH EMBEDMENT IW MAX.SHIM (SEE NOTE 4 ON SHEET 1) }� BY OTHERS Q EXTERIOR FINISH !!CC PERIMETER SEALANT—^ ''� 1X PT WOOD BUCK BY OTHERS Ig BYOTNERS 4 BY OTHERS = W ( SHEET$OTE ® 114'MAX.SHIM IW INNS EXTERIOR S INTERIOR PERIMETER SEALANT i � 3 � a S A BY OTHERS 2 1 s3 ~ D VER IC SE �+ON EXTERIOR 3 ° INTERIOR a g ++rr��++,+i�—I--- r S iCtM�Lr� �iA77. 24 6 ¢ 7 4% k 31 EXTERIOR a INTERIOR HEI�OHs E VERT CAL SECTION uJ w � f WINDOW 8 WOOD FRAMESUBSIRAM HEIGHT 1 7 � � 1i 1 2 t5 C VERTICAL SECTION EXTERIOR S INTERIOR INU Wll& s 38 B w Q 6 EXTERIOR B INTERIOR 2 2X WOOD BY OTHERS FlmaP a xa sous 10 (SEE NOTE 4 ON SHEET 1) 12 5 INNIES ®1X PT WOOD BUCK BY OTHERS PERIMETER ABY OTHERS 1 ��iQj'�CEN` prrirr ®PERIMETER SEALANT (SEE i iM OTE 5 ON SHEET it 1 112"MIN, �0�,'No 407 9G�� BY OTHERS ('EMBEDMENT 114N. "MAX.SHIM EMBEDMENT EXTERIOR FINISH .�s • . . � TATE � .a BY OTHERS % F +• d .t EXTEOR FINISHOTNERS �.E`S,S�OR10 aii A CONCRETE WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE 7!8"MIN.EDGE DISTANCE Al 1A,SK.1)BY OTHERS 4 ON SHEET 1) PRODUcrItMWD i Ur"MIN, (j��R AL TION �*'rm�rv�'weFlvtkn EDGE DISTANCE SHEATHING BY OTHERS SGBSTRATE QOatl � Dw 602 A VERTICAL:SECTION a, W �ESUBSIR Z"'�"" adc Rt 1 1!T MIN.EDGE DIST. i 1 112•MIN,EMBEDMENT 1X PT WOOD BUCK BY OTN S (SEE NOTE 5 ON SHEET 1)& T!8'MIN.EDGE DIST. 3 CONCRETE BY OTHERS(SEE® WOOD PROTECTION(SEE NOTE 1D NOTE 4 ON SHEET 1) 11A,SHT.1)BY O ERS® 1 11Y MIN.EMBEDMENT 2X WOOD BY OTHERS H EMBED®® SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR FlNIS1 11Y MIN. g BY OTHERS ® - 1X WOOD BUCK BYOIHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) X PERIMETER SEALANT' BY OTHERS ®BY OTHERS 4 — 9 PERIMETER SEALANT 114'MAX.SHIM ®BY OTHERS 1172'MIN, x O u 1 318'MIN.® EMBEDMENT EDGE DIST. EXTERIOR 6 INTERIOR 4 114 MAX.SHIM ,MIN. 2 1 1 B EDGE DIST. J VERTICAL SECTION EXTERIOR B INTERIOR < 5 cf-mutbrE SuBsTuff 6MDOW CL z I 5� HEIGHT 2 x itmoHEIGHT7 K VERTICAL SECTION 2 D RnMesuBsfRA 6 �® LEXTERIOR 1 �® 8 INTERIOR 6 I 8 EXTERIOR MTEFJOR 8 5 ROOrLJ.M.vu14PE SEALANT FWMP.ENa1W62 PERIMETER SEALANT 5 BY OTHERS 1 918`MIN® `,%0111111111"'p, ,, ®BY OTHERS 1 EDGE DI® EDGE DIST. `` � pMES V'y +<,, INSF ti 9G B Q�' Nod9 52 � 1!4'MAX SHIM l�) 11/2'MIN.EMBED.® EMBEDMENT STAT OF a (SEE NOTE 5 ON SHEET 1) 0.,A'EXTER BIY OTHERS a CONCRETE ® EXTERIOR FINISH BY OTHERS �4s,`0fygLa0��`� BY OTHERS(SEE NOTE IX PT WOOD BUCK BY OTHERS SHEATHING BY OTHER8 40N SHEETI} " ®(SEE NOTE 5 ONSHEET1) 1 lir MIN.EMBED� ' 1 1!2'MIN.EMBED. 7/8'MIN:EDGE DIST. PnoRurrltivau. WOO PROTECTION(SEE NOTE ® 2X WOOD BY OTHERSeI1 W wua O erttxid. 11A.SHT.1)BY OTHERS 1 11Y MIN.EDGE D18T. (SEE NOTE 4 ON SHEET 1) I E TICAL SECTION' 6 `VF,R E ® �. woo FRA fiSI7BSlR 7E n UMf OM ' USU 1'RNU M IP i 1 IM"MAX.SHIM 1!4•MAX SHIM 1 12`MW.EN8ED11£NT 11/2•MIN.EMBEDMENT-CONCRETE - b ® 1•MIN.EMBEDMENT-MASONRY 2 t7 t 2) n a 1 1 2 7 • = Eli 1 tR'MIN.EDGE DISTANCE INTERIOR 2X W000 BY OTHERSC. v �' o ®2•MIN.EDGE DISTANCE-MASONRY (SEE NOTE 4 ON SHEET 1)v I I I g o �• 't WMIN.EDGE DISTANCE U. CONCRETE!MASONRY BY OTHERS).'. EXTERIOR SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) GLAZING DETAIL 1 • WOOq PROTECTION(SEE NOTE8 2 (ON THIS SHEET) t9 IS t6 6 EXTERIOR B1r OTHERS q 11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS ®PERIMETER SEALANT BY OTHERS 1x PT YWO BUCK BY OTHERS WINDOW WIDTH e(sEENOTEBONSHEET,) YBYB OEn1OERsNISH Y ORIZONT TION G HORIZONTAL SE `TION lh a o I? r westtu >�3 12•GLASS BTTE® ��Rz 7 Wr OA INSULATED GLASS CONSISTING OF:A EXTERIOR LAMINATED GLASS:lir ANNEALED GLASS. INTERIOR �\ 0.09W BUTACITE PYB INTERLAYER BY KURARAY AMERICA,W.,mr ANNEALED GLASS, ® Ur AIR SPACE,DESICCANTMATRIX STEEL SPACER,INTERIOR 1l6'TEMPERED GLASS 4$ 11/2"MIN.EMBED. 1 1/Y MEN,EMBEDMENT-CONCRETE 3i0'MIN.EDGE.DIST.� �1 Wit TM W.EMBEDMENT•MASONRY. S ®318'ME1/4 M .SHIM w1l4'MAX.SHIM ® 1112'MIN.ED(iEDIST-C A 2'MIN.EDGE DIST-MASC RY. 2 7 2 2 1 ® 716'MIN EDGE DIST $ 'e GLAZING DETAIL 1 Ra6nlJ.Aniou+ao.D.B • flalOr PE tb.�0792 ••• INTERIOR atMES ,4 • 11g�..0.p��i 1 11Z'MtN. _j 11Q•MIN. �� No 49 Jto EMBEDMENT •'. F. EMBEDMENT CONCRETFJ MASONRY BY OTHERS ( 2X WOOD BY OTHERS j (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) TATE WOOq PROTECTION(SEE NOTE ..' �4 •���' 11A SHi.1)BYOTHERS 1 8 2 1 8 SHEATHING BY OTHERS '�y�S. ...1 . ONAL METER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1 X PT WOOD BUCK BY OTHERSJ VINdDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) IRODUCT R6NLVD mmoyiqwft larch EXTERIOR FINISH BY OTHERSJ K IO IYao NOTA ECTION WM I • M DMe n HORIZON�TaAL SECTION .iw. Pf C� c BILL OF MATERIALS ITEMS DESCRIPTION MATERIAL I MANUFACTURER MAIN ax �2��;$Als"PANEL FRAME WHITE RIGID PVC -RWDP ®PROFILES.PPLANT NO 1133 MDNOAND DNNOO. d Q A OOVER 12.1120.02.WHITE RIM PVC 94 NEL STOP FRAME COYER WHITE RIGID PVC "'RWDP 6 SLOPED SILL COVER I WHITE RIGID PVC I"'RWDP 6 GLAZING STOP WITH HANDLE I WHITE RIGID PVC 7 GLAZING STOP QPERABLESAs WHITE RIGID PVC I"RWDP 8 REINFORCEMENT BTEEtI ROLLTECHINDUSTRIES COVER9- FOOKET 01 WHITE RIGID PVC "RWOP Q 8UG STRIP = tl ti VINYL ti I INTERLOCK COVER I WHITE RIGID PVC I"RWDP 12 1 WEEP COVER NYLONI CUSTOM CRAFT 13 1 0.21070.167-x0.300'CENTERFINWEATHERUA-W I UL7RAFAB + 14 1 31d'X 1112'PARTING STOP(SEE NOTE fiA,SMT.1l 0.65 MLN 16 NPT PINE WO00 -- 4 /4FLEX 552 SLKXONE SILICONE I SIKA CARP. w t$ 1 48X11Y'TEKSCREW ISTEEL I.-,,, sy 1T I CAM TYPESWEEPLUCK STEEL I TRUTHHAROWARE Y 3 18 1 SE WOOD SCREW 4NSTALLATI0NANCHORI STEEL 10 t9 7GLASS /8 A I $U TFA 4 BTINOOF:1ld`ANNEALED a BUTACITERmLtYERBYKUPARAYK49MCA,R3t,ltrANN EAlEDGLASS SASH LOCK LOCKWGTILTSNOE v 0.39"AIR SPACE,il6'TEMPERED GI ABS .,. y _ STEEL, NYLON 20 BULBVIryYtWEATHERSTRIP VINYL UNNERSALPOLYMEREBRUBBER TYRWALLTICKNESSNA TYP.WALL TICKNESS NA > 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 22 BPRINtiBALANCE -- I DWA E I 2,$W �� 1.240 N ulw 23 IOCKWGTILTSHO NYLON sal BALANCE SY^STEM3 p.88T 1^ 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 81 1 1 ogle ;< 28 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX$52 BACKSEDDING 81LACONE SIKH CORP. 2 0$2' ,�{T!'��Ly i.i1T" # 27 812 WOOD SCREW tiNSTALLA ANC ORl STEEL - b 28 iM ITW AUVANGEO THREMWORM TAPC STEEL TI W 29 ENDUR 9.6 SS SPACER STAJNLESS STL. CARDINAL 0.735' NEOPRENE FRANK LOWE gill; MAIN FRA 6IE SASH PANEL FRAME 3 SASH COVER PAI'IBLCN fl FACE MOIWMD KEEPER $ Q WHITE RIGID PVC TYP.WALLTICKNESS 0,070' WHITE YH tG1O PVC WHITE STEEL TYP.WALL 7Yp.WAL1.THICKNE30.086' NAi1TERIGIOPVC TYP.WALL T1CKNE330.OTO" xaowtt�m�aQe F-4.170' TYP.WALL �x wr.exo sinal I ("0.268" THICKNESSO.010' �17�� -.{I- -0.150• 2. r� L-0.316' 1.328' 0. [`�]' ,'4"'�PMES 1.400" �"� 1.070'0 �_ �O 1C,Erys••d9 1 1 1 I.�.�d - 0.070 L+3260`-ry� �1.S�O` t.360'� ad$r k` Na 4878 1 1 C 1.636' 'k SLOPED SHLCOVER GLAZiNtr3TOPlLiFYHATt 7-7 4LA21NGSTOP(t)P$RABLESASID d. POCK"'COVER 0: WHffE RIGID PVC WHITE RIGID PVC. L 10 P+�C WHITE RIGID PVC SPRING BALANCE �: TATE F . TYP.WALLTHICIWESS0.075' TYP.WALtTkICKNES80.035 TYP.WAILTLCKNESS0.066" TYP,WALL. �r�'$FS14 atOR�OPQ�d� 3.450'-•! © 9;30$ THICKNESS O.1170". ♦0,004 0.891' 1867 0,885"-0:140. 0.053"fr- 1{ 0.329 1.220 DIA,MAX. �� 1.121"-+-�^i 1''-' auntiCti xsvNEu Q.-��FF,RYILOCiTKdiCOVER �d PARTING TOP 1.0{77 1885 t-00D1040 WO0 nwioaa�qttl'ntKbh6l0 r51 448' TYP WMLT"CKNES0.02P.WAtLTHtCKNE8S0.071v DrfLLal17tO+ 2 ! �G� 0A70" .. I)Atd 0,726 ..} .722 +_-3rT 0.626' o h N N TILT LATCH ® PIVOT BAR a A STEEL-ZINC COATED METALTYP.WALL THICKNESS NA d A 0.178' 0.323" 0.345" 0,205' 0.352"- 0.377* .352"0.377' 0.709' 0.186" 0. 0; O • �� S b LL 0.37T 1.906' 2280' 0.388" 5.622' 0,669" 14= 2,372" I+ i.t22• 3 0.803' 1.q_ -T QL 0.544• 0.157 �y WELDED MITERED S � � CORNER CONSTRUCTION $ i >, 8 RODCAJ MmaD,RE fW&P.E.No 4632 1o•o.c. .``��S jpMES A�f44 �P� �04Q`r�,\G E I1f g�ti�q•. A _ �•' No 49782 '•G`no F VSTATO :w+v to ® ffaana�� ®SHIM DETAIL 1 1X PT WOOD BUCK PrtoDu(yTm�NibvISEm ®BY OTHERS 13mMtbdonO+teltatd• NOTE: ,y—��t$061D.OZ tan Drc PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO 1X PT WOOD BUCK nr WITH SIKA$51 SILICONE nam Preaw� H