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Home My WebLink AboutProduct Approval RECEIVED FEB 0 4 2016 PERMITTING MIAMhDADE St.Lucie COIN.VA RADE COUNTY R, UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND.E NO CES R) W b street,Room-108— BOARD AND CODE ADMINISTRATION DIVISION S T, $ F(796)31S99 FA CCEPTANCE NUA a i e . �i iReency Plus,Inc..4I:ocust'Gap Highway unt"Cann 4 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;Fexpiration date stated'b06.1v.Tht,miamt Dade County P oduct Control" Section(In Miatnl-Dade,Caurity)and/or'the AIIJ(in areas other than.Mtaiiii.Dade C6unty)reserve the rtghf to have this product or material tested for quality``assurance purposes: If this product-or material fails W perform in the accepted manner; the manufacturer:will,incur tho.expense of.such testing.and the AHJ may, immediately,revoke, modify, or suspend the use of such product or material within.their jurisdiction.REA reserves the right to revoke this,acceptance,-if`it is determinedby"Mi4mi Dade County.Product C_ontr6l. Section;that this produet<or materlat fails to meet the requirements of the applicable-,building eo4e. This product'is approved•as described herein,_and='has been designed.to comply with'the Ftorlda Building' Code--includin the High Velocity Hurricane Zone. ESCRIPTION:,Series'15000"White PVC Single..Hung Window-L.M. " - APPROVAL DOCUMENT:Drawing No `RPIS0062;x titled'Impact Series 5000 Single Hung-Window- L.MX,,sheets 1 through 5 of 5,dated 11/26/08, with revision G dated;09/24115; prepared by PTC;LLC; signed and sealed'by Robert J.Amoruso,"P.E.,bearing the Miami-Dade,Couny Product"Control Revision 1 stamp with the Notice of A eceptance number.and"Expiration,date by the Miami=Dade. County`Product Control Section.. ISSILE IMPACT RATING:La a and"Small Missile Im act Resistan '� " LABELING: Eacl unit shall bear a pe[mattent 'labelvitti'the'inatiufacturec`§ name or logo, city; §tate, series, and following statement: "Miami-Dade County Product Control Approved'; unless otherwise.noted herein. RENEWAL of'this NOA shall'-be considered after a.re hewal'applicato'n=has been fled and`therehas 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 beefs a revision or"change : in the materials,use,and/or manufacture ofthe prodact of process.Misuse ofthls NOA as an"endorsement e of any product, for sales, advertising or any other purposes`shall`"automatically"tenfiinate-t 4 NOA.Failure to comply with any sectid o f this NOA shall be cause fortef minatioa and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words `IVliamv-Dade 'County, Florida, ;and followed by the expiration date may be displayed in advertising.literature. If"any portion'of the 1466, is displayed,then it shall be done inits entirety. INSPECTION: A copy of this entire NOA shalt be. provided' to the user by the manufacturer or its; distributors and shall be available for in ection at the job site at the request of'the Building Of licial. This NOA revises NOA No. 14.0.1x8.07 and consists of this page 1 and evidencepages&I and E»2, as well as approval document mentioned above. The,submitted documentation was reviewed by Manuel Perez,P.E. ... NOA N6 15-0618: CMIAM&MWECOUNTY Expiration Date: July 22,2019,: Approval Date: "October 01,2015. ',Page 1. Regency Plus.Inc. NOTICE OF'ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submided underNOA.No. 48.1210.13) 2. Drawing No:RPLSQ062, Sheets l through 5 of 5, titled "ImpactSeries 5000 Single Hung Window" dated 11/26/08,:with revision G dated 09/24/15, prepared by PTC, LLC,signed andsealed by'Robert L Amoruso,.P.E. B. TESTS 1 fiestxeports on: l)Air Tnfiltzation Test,per FB.C,TAS 202-94 2) Uniform:Static Air.Pressure Test,Loading.per FRC,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-u *A:wpjigs and installation diagram of white PVC single hung window,,prepared by National Certified Testing Laboratories,Test Report No. PiTCwo-115371;.dated 08/18/08,revised on 09/03/08,signed and sealed by Harold E.Rufp,P.E. (Submided under NO4 No.D&1210.13} C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying .with FBC 5' Edition(2014),:dated.09/01/.1`5,with revision dated 09/01/15,prepared by PTC,LLC, signed•and sealed by RobertJ.Amoruso;P.E. 2. Glazing complies with ASTM E1300-04e01 f Ll., QUALITY'ASSURANCE 1. Miami:Dade Department of Regulatory and Economic Resources.(RER). r go MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. .14-091610 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. 12-1.120:02, issued to RoyalWindow.and Door Profiles,. Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/1"3, expiring on 02/28%18.. ~� A nu rez,P.L. Product Cont of xaminer NOA No. 5-6618.04 Expiration Date; July 22,201-9 Approval Date; October 01,2015 E-1 Recency Pius,Inc. OTICKO ACCEPTANCE: EVIDENCE S.UBMITTED F. STATEMENTS 1 Statement letter;of "conformance to,:of complying;with FBC 5"'Edition(2014) and of no financial interest; dated 03/18/15, prepared by PT I I;LC, signed and sealed.by Robert L Amoruso,PJE 2. Laboratory addendum,letters in the Test Report No. NTCL-110.11537.1, issued'$y National Certified Testing Laboratories, dated 03/31/09 and oil 05/01%09, both sighed and sealed by.Harold E.Rupp;P:E. (Submitted underNOA.N& 4$421.0,13) 3 Laboratory compliance letter in the Test: Report No lNTCL-110.11537,1; .issued°.by National Certified Testing Laboratories, dated 08/18/08,.signed and sealeii by Harold E. Rupp,P.E. (Submitted under.NOA Na k 08121013) G. OTHERS 1. Notice of Acceptance No. 14.0128.47, issued to.Regency Plus, inc'for their Series "5000" ,White PVC,-Single -Hung .Window -- L.M-I. approved -on 03/2.0/14 and expiring on 07/22X9:. Man el ProductCanOO Exa ner° NO. A No.l $0i4 Expirattoit Date- July u,400'. Approval Date, October 01,2015 E-2 nw[EGENCY v . ` IMPAC SERIES ,SOt SINGLE D yv� DOW - LIIZI INSTALLATION ANCHORAGE DETAILS 0. ri •, :, iTElIEWRNOTES: u - _ .- =' ., -:- .. . ,:�.. CiIEPRODiICTJWq tJltiESfKiV1RTHERE3Hl8 Yla2AlLAT10N i'�,pt£Ss O=S IAT10N'AKGtiOR&ANpAS80C1A1'EpN1�R >a Alk TO COMPILY W1TH aTN EDITION AIN H FLORl18'BUItOtNO 7.MATERIALS: 1pUST BE MADE OP CORROSION RESISTANT MATERIAL OR I.ONE(f)WSTALIATpNANCHOR IBREOUpT1-PATEACH HAVFAC0RROSlONRESlSTANTC0AnNa. "r m CODE(FSC}-BUtLDIMO'NARESIDEMMLVOLUAIE4' 7.1%MNDOWFRAMEMATEf*AL:ROYALWJ0OW& 'ANF�tO}'iLOCATWNSHW", . OICWOMMENIGHVELOCITYHURRKJINEZONE(tiNiy) pppRPROFtES PUNT19RKi101ltNY6PUCPER. 9.PORHOLLA)WOLOCKAND.OROUTOILlEDik66K00; T THE DESIGN PRESSURES)STATED HERERR _ MiRiR4W10ENOTfC£Of.ACOEPTANCE(NWIyNO. 2AWNUN9EROF@16TAttAT1ONANCNOR$DEtSCSED)S N wj;S AL1Ei,EDGE DISTA CEIsMEMUREDFOMOREE 2 NNE FROO(IO T OETAtLS CONTAINED HERSH ARE BA661 12.112002 �Si�TlLtLAT10N AHCH4R8 TO BE USED FOR EDOBOF9LOCK0R Eft OF MORTAR JI9INT INTO FACE UPON8lOHEOAtK?SEALEOTESTREPORT#t 7Zt3iAZtti(3}NTERLAYER}NtiARAYAMERifflilNG. SHEL OPOLOCK Op HO7L:110.11637•tDATEDOSIJNBA1s�A886CfiATEp ia.tNB#AE1J1"ITONAFt0A16R38}W:L'SEtNSTAtIEDBF r BUTNCIT NCIER"06,4t Mtt-0(+OENOTiCEOF 3.S4Hd/LSRET,}UIPEDA7FACHiI�TAUATKk�tiLNCHCTt' ,ty Z a iA801tA[ORY51MtF'EDpRAY�iit6SAt WERETE$T k2 ACCEpTANCE(NOA)NO.1iADta.ta. TiiRU.MAtiFiWAEWITiiIOADi}fARtNt1'SITYg HI � O vj ACCORDANCE WITH HIGH VE1.OpTY HURRX'ANE tpNE MAXWIUM ALLOWABLE SHOA S11E IS 171 IHCIL SHIN. ACOORQtNCE WITHAVCHOR MA11iFACTIHLEA'S S2,• F TESTIPIOPROTOCOLSTA920S,TAS2C2AN_CITASJ a}1pTySEp, WHEREUUCEOF*Ka01CHORGRFJREROCGUR3. t1FETAWITiONMfSTRUCTiOH9AH0ANCHORSSHAIL ux ajjj E SMA(S)S41ALL0ECONSTRUCTEDOFHKIHDENSITY NIMU$hUiSTNEHOjOTHSPEGEs"THSf�4SiTHEQIMS E� 3.THE PRODUCT HAS BEEN EVA.UATE[)FOR OONFORMANcE 4G LASS MEETS THE REQUIREMENTS OF ASTM Pt149T1C�iBETiER THAN MINIMUCTURER, TO THE STANDARDS LISTED IN 8 ME,,b HEDITION(2414) E130D-0A�1- .FLOfmkBUILOtNO 60DE(FBC)-BUILDING;AND 4 FOR INSTALLATION INTOWDOOFRA IND:LISE 0I2WOOD ' RESIDENTIALVOLUmesmmtssmcG PLvmEvaTH&*kD 10.OES14NATIONB rAND'O"S ANDFORTHE SCREWSOFS_UFFiCIENTtEN3TWIOACHIEVE1-112INCH }LINSTALLATtONNOCCM(N STANpDSttCUD0t06HVELOCTYk1FtiCAEZNE P IT WOMINIMUM ER= iHE x � 0s 001M REQUIREMENTS. X-OPERASLEPANEL 'mm, FOLLOWWO'PROPERTIES $ 4,AOEOUACY�THEEX{STN�IOSTRtCiUIRAL`CONt' TE O;FOSELTPANEL S.fORtNSTAIiATTSkiS}MtOti0N1XBUC1(TOCONGRETEt A:WOODPROTECTIONAHOOO-PRESSi),RETREAtEO MASONRY AND 2X€RAMINGASA MAIN WHO FORM li.A103INCREAKINALLCARBLESTRESSFORV MD ® MASONRY.OR DIRECTLY INTO CONCRETEI MASONRY, (PT}SOt7iFlERNYEIIOWPINE.MINIMUMSPEGIFtC fit RESISDNOSYSTEMCAPABLEOFVATHSTANDNOAND LOADS WAS NOT USED INTHE DESIGN OFTHE USE 114Wk0WADVAdCEDTHREADFORMTAPCONSOf ORMATYOF065LUMBER MUST COMPLYIMTH5TH Q ; ! TRANSFERROIQAPPLfEDPROD=LOADSTOTHE EDONCFCASREEOgDPROECWN.0 . L 9 STRUCTURE IS THE RESALNISOLITY OF THE SONEST �'DURATION FACTOR(C4 a 1EEN A)HAS BUSED FOR 5.1, CONCRETE88T SURATE OR ARCHITECT OF RECORD, WpgpANtkWR I(1){ytR3EREY+AOt)-0IRY 5.1,1. 11t2@tC41MINUMEMBEOMENT.. $:CONCRETE•MWIAUMCOMPRESSIVESTRENDTHOF FAILUREGOVERNS.FOROTTIERANTERM, 3,1,2, 1-112INCH MMOMUMEOGEDISTANCE 2601)PSIANDCONfORM8.10ACT301. i { iT. SXAND?XOKS(VNNUSEO)'SiAL18E0ESKiN£OAIO APPROPR1A1E8AFElYFACTORSPERTSE 12 MASONY6tBaTRA2E.I �GMASONAY-STRmCONORMSTOASTMCW A DRHA3 . Q VWUMlWEIDHTVNTND9NSITY>-117'PCF. STRUCTURE:BUCK AND INSTALLATION GS THE DESIGN '' $.2.2. 2 INCH MINIMUM E04EON8TANCE RobM.r:Monae.PE, RESFt?NSISIITtYOFTHE ENCIN ERORARCHITECTOF 12.VMEilr--VAND45CUMDEBRIS PROTECTION NaiftPE.N000m •yy. RECORD. REOWREMENTS EYJST.USE OF AN APPROVED G,FOR PARTING STOP INSTALLATION USE"X 1 U2'WOOD _ IMPACT PROTEGTiVESYSTEM 13NOT REOUEREO SCREWS:3?S'01CHMIN,EDGE DISTANCE RECD.THE INSTALLATION 1111114#trg�tl� a.FGORNA FICAYN(YPRISAE�CTACT0Ii Ni 7.MIINIMUMEMS a1CALL WANOEDGE, TN0DISTALIMITEDDISTANCE LUDE .�a,�t6R`,�•46E�/yd.'E„•.�,➢�! . ,` No 40752 WSTALIATtON TO DEVWIE FRg41 THE REOUiRFJ�REN1$ STUCCO.FOAM,BRICK VENEER AND SIVING. xP DETAILED HERfJN.THEN THE BUCLOltK3pFFiCiA.MAY £LEC'TONEOF-THEfOL.ON6NOOPTIONB: - A.OUTSIDE H%M REQUIRE MAT A LICENSED STAT SIL ENGINEER ORARCHITECT PREPARE AND SUBNAT �.4S,fi SITE SPECIFIC DOCUMENTS FOR USE WITH THIS B.MOM WHHL-REQUIRE THATAONF2-lWASITE •ijt�`�01YAL QQ SPECIFIC APPROVAL BE APPLIED FOR AND O BTANEO TABLE OF CONTENTS ILS FROM THE MMM DADE COUNTY PROD=CONTROL. :SHEET.REV. 8HEETDESCRIPifpN - ►.,,, 1 - E GENERALNOTES,INSTALLATIONNOT 6Vf,0"T - �.,,, IHLLHIIJGY-Rt;1+ISt0J +s cew f1jtN"' ' FtaAA► 2 E, ELEVATYONAJDANCHORIJ�YCWT - . biili 3 E - VMVATI l.8ECTiONB .. DESIGN PRESSURE RATUKitPSF} IMPACT.RAT .. - 4 E HORIZONTAL SECTIO}NB.GlA21NODETAIL 6 BtLLAF tMTEtUALS tAROE A1t900.E R 556.0 WIPACI . ' 6 E COMPONEN78tCOmRNERpETNI _ i' 52"MAX. 6 it MAX.(TYP,) J'S" 46 3V4'MAX. FROM PARTING 43112"MAX. MAX. D.L O. STOP CORNERS —O.C.(TYP.) HEIGH @WEAD&SILL /4'MAX.FROM FRAME CORNERS(TYP.) +n 3 3 6"MAX.FROM FRAMs~ " CORNERS(TYP.), INSTALLATION T�o ANCHOR(TYP.). F 33.3!4" 4 d 1411/4*MAX MAX. E. O.E(TYP.) 4 3"'O:C.TYP.FOR D.L.O. C 4 WOOD SCREWS: 3. STEEL 4"04..TYP:,FOR Id CONCRETE.SCREWS: A FIXED VW(2).EVENLI' -74 SPACEDMETAL.SCREWS - 32 314• 453/4"MAX,. PARTING STOP " MAX, ANCHOR(TO.) D.L.O. STEEL REINFORCEMENT its"flooll,4, A t—ll 2 5 FRND HaP E 4.4i2"MAX.FROM a.,i ,pIAES,� 4y QME D(TY •)® =t�MAX. PARTING:STOP3 Ill CORNERS(TYP-) o�:y�� 8F '��• ,, No 497 sTn� s7 r+ti ELEVATION A ANCHOR]LAYOUT •�ss n�i�°��;;�{`� EX7T'RIOR VIEW EXTWOR VIEW rnrrrt• Q+iti�uaar�vateo as �MfharNa, 15Dtt6: - , - rswc { F PROTECTION.BY'OTNERS INST.NOTEt1A) 1/4' TTW TAPCON 0,12 WOOD SCREW INSTALLATION ANCHOR 18 Y WOOD BUCK BY INSTALLATION ANCHORERS (SEE NOTE 5, 1 1/2' m1N: 7/8' MIN»SHT„11 EDCE DIGE DISTAN ONE BY WOOb EDGE ST:"BY OTHERSTWO BY.WOODRETE BY'DTHERS {SEENOTE 5 SH"f ,0. BY:OTHERS-NOTE 4 SHT: 1} sy '"!f °. v @ t 1/2 MIN. SEE'NOTE-4, SHT. 1) <,. EMBEDMENTaa , SHEATHING : EXTERIOR FINISH 3A 'Q » q .r BY OT1iER5 BY OTHERS EXTERIOR FINISH Y EMBEDMENT C #8";X 1 1/2' �i BY OTHERS •.,�., E a D $ WOOD SCREW'10 , 18 r8.X 1 1/2° ti c1�3 1>j 8:X 1 1/2' WOOD is x 1 1/z't$ d` WOOD:S REW �, .* w -fir PERIMETER CAULK WOOD SCREW: , BY OTHERS r . ' �, 1/4'.. 1/4' Max 14 ! SHIM SPACE PERIMETER CAULK. SHIM SPACE i4 BY OTHERS `$ uEau= WINDOW gg is •.. 15 INTERIOR HEIGHT � 3 S - 4- p. SEE GLAZING DETAIL B RTIM S (ON SHEET 4) N WINDOW N HEIGHT �s TICAL S.CYTON 3 18 sva.' 1 1 42 23 6 S 20 tji ' 23 P Mom """ ib INTERIOR 2 WO00 Sc 2U ie i t5 tt ;�itQt......... 14' 13 7 q`a , dF•tpGJ� PERIMETER CAULK 14 8 X 1. 1 2 � Na 49 5? .a BY OTHERS a Y . 1$ WOOD SCREW t$ EXTERIOR FINISH EXIEBL4I3 INTERIOR � �� BY OTHERS _ '; • STATE OF `CONCRETE BY OTHERS 10 „�8`a;'.�O R 10. ��• ,.••. (SEE NOTE 4. SHT. 1) — }_ Eca s 1 1/2" MIN. �. �i��r�NAr7tsr��A EMBEDMENT ONE BY WOOD �a .a �. ` �.o i6 pRWu<-rRrVlS2c BUCK BY OTHERS .j ' a ' c+q,. a .6 .a n.�an1>+vrw�eettatit+ urc»er (SEE NOTE 5, SHT. 1) ", '' �1 �0 !, WOOD BUCK PROTECTION 174" ITW TAPCON iT 1 1/A" MIN. h&EDGE &Y�l A' ' E:CT Cl BY OTHERS (SEE INST. NST ON ANCHOR ON EDGE DISTANCE VER AL SF. 7 � NOTE 11A) A . a 1/4"'MAX. 1/4- MAX. 1/ INTERIOR 5111-1 SPACE ,s 118 X , 1/2" INTERIOR 51- SPACE ,e WOOD aEW � _ _ W000 SCREW *� 19 15 i 3 10 `1. SHIM AS REOIM AS UIRED 19 16 7 -3 10 1 RE UIRED c t 1/2« MIN. EMBEDMENT - CONCRETE t 1/2'.MIN. 14 1- MIN. EMBEDMENT - MASONRY EMBEDMENT 14' •V 1 1/2' MIN. EDGE DISTANCE - CDWRETE 7/8" MIN. $. • 9. 1 2" MIN. EDGE DISTANCE - MASONRY® EDGE DISTANCE - c X12 W00D SCREW: "° W 9 t/4"aTW IAPCON 18 INSTALIAT(0N ANCHOR 12 9 .•q\•VV 17 INSTAtI/�Ti6N ANCHOR 12 Q Pte-CONCRETE OR,MASONRY TW0 BY WOOD, �. BY OTHERSFRAME SY OTHERS O R.' (SEE NOTE,4. SHT. 1) a T (SEE NOTE4, SHT: '.t) itr ti:Q ISOLATKIN MATERIAL r )' ,ONE BY.WOOD > 3. SUCK BY:OTHERS 8Ei1MEEN (SEE NOTE 5. SHT..1). r q' 19 ! 15 :10 9 , y BUCK MASONRY8, 16 TO 9 ` OPENING BY OTHERS SHEATHING SY OTHERS PERIMETER CAULK ONE SY WOOD PERIMETER CAULK. �gg o BY OTHERS t3UCiC SY OTHERS . BY"OTi1ERS t4 19`118 X 1 1/2" JA EXTERIOR FINISH (SEE NOTE 5; SHT. 1) WOOD SCREor THERS W > WINDOWOWIbTH 1, !9./8 X t r1/2 WINDOW WIDTH . • E WOOD SCREW EXTERIOR EXTERK)R,FINISH BY OTHERS � � E ORIZO AL N F: RwDP:ROYAL WINDOWS AM F I.-(I S _ . , DOOR 28i�No.ia l$TMAAIOOMIA1o9 BILL:OFMTERIALS. ® No1zo� ]ITEM# DESCRIPTION MATERIAL MANUFACTURER`'. 1 MAIN FRAMERIGID 'R1RDP' / \ $ its 2 FIXED MEETING RAIL WHITE RJOlD PVC RMP �❑ 1+ 8;: ,3 SASH 8 MEETINGRAIL IAMITE FBGID PVG P i sin f A naeuw PE . ,/ - FprkY PX.N0.#9761 . 4 PANEL STOP f FRAM COYER 11VFI11'E RIGID PVC ••RWDP lk, ` 5 .SLOPED SILL COVER: WHIITE RIGID PVC, 8 '`GLAZING STOP WITH HANDLE WHITE RIGID PVC.. ••RWDP, 16 + %�SP EES j��4ir 7 GLAZING sTOP OPERABLE RI PVC - •• �.�' yyG.:NgyG 8 GLAZING STOP FIXED FRAMW WHITE RIGID PVC '•RWDP ® 4 r'"URI 9 POCKETINSERT WHITER►G1DPIIC "RWDP ' 10 0.270"HIGH CENTER FIN WEATHERSTFI� L �, 1/2" GLASS,@lTE 1t WHITE RIGID PVO •RWDP- pi 2 12 RE0FORCEMENT(S=16GA. STEEBALLOY'1008J1010' ` REGENCY PLUS INC. \ ��.h'.T .,`•<+! INTEWOR 13 REINFORCEMENT DIED ETI 15,GIL STEEL:ALLOY,JoWhol0• ' REGE FLU ;INC: / pS'3 OR=I.?. 4�� 14 PARTING STOP WOOD PTSYP G•0,55'MIN. OTV�4�c,`,, 15 61 'F 652' SILICONE' S1KA 1$ !tt fiREW(INSTAUA KIHANC STEEL — 7/8 D4,;IAWXE0,GI.ASS.UNIT CONSISTING OF: 47 SM u�-wwo S E D� N STEEL ITNf 18, FSS,W 0.39ERM 7K RPSACE W�%RDESI1/8-ANNEALED wT�1ATRnpr t7c't ttt m um 18 '•f18 11/7'WOO SCREW STEEL, � ampofn vr�biMTtlnMn 20 .13ULS NYL WEATHERSTRIP VINYL -_ STEEL''SPACER.::iNfEitIOR'1/9"TEMPERED GLASS' ne�eeaoTb aa4 21 HURRICANE:, -LATCHOMEM NOTE"SELOM STEEL,-ZINC COATED 22 ENDUR.9.BSSSPACER, AINLESS STEEL (WING:DETAIL OtAZ1N0'PAD WI7TIN0:ft0CK- N9.8K-1�2S02 ' NEOPRENE >NOTE: HURRMMF'T1LL'LATCH BY VISION WDjJSEO TO'SECURE OPERATING SASH TO MASTER FRAME:MOT SHOWN IN DRAWING: ® z� TMT LATCH' t' 14IAIN FRAME, 2 FIXED MEETING RAIL 3 SASH Bc MEETING RAIL O agT TEEI-ZINC COATED, 5' VMtiE RHitO Vifir`E RtGtb PVCVlHIT `,�►GI'O PVC Ys 7 0. tHK0.070'"� '`'"''� 'I Ti s/s` oarr. O.Tw .. 41 �.I' 88` 2 t/1S" "-� Orr " 2 2 3/4' 1/4" isna' I I O.assrJtl, ' loan 3111/4q 1.0ir SLOPED'S1LL'COVER a GLMING'STf �.,,-GLAZINGSTOP,, J' PANELSTOP/ o:15r FRAME COVER 'MITE RM u Pyc h1C"T°IiANi!�E ot'rwlg►�BRSH ossa^ votr� auPyc oars tHtc oass � moa A� . s/ta- oom rtnc s/1s- S/ 6. =_ 1 _ .15/t6" WEIDEDMRERED' 1 5/W a i%s.. t� _:�.. coRNEacoNsrnuus►oN �� + -4t, I/s. e GLAZING STOP s` POCKET INSERT' O . 1, INTERLOCK COVER $ FIXED UTE WHITE RIGID PVG` WHITE fi1GtD PNC WN{TE Rti3lHKD PG 0.070'THK� 0.075'THK D.Or6 7 ... Fkties P,F..Na:#pTtq 9/16 1 .t/S- _ t 3 J4. '`��a k�� r ,s� meq' No 4875 Y . 12 'REINFORCEMENT t3 REINFORCEMENT 14 PARTINGSTDP SHIM Q't <o�►i9Rp�� STEEL STEEL 0. THMK wpOu CO NER DUXI 1x PTVUOouMMK 0.OW THICK NOT'E:- Fy=30_SO K$i Fy-:30.50KSi PARTING STOP EXTERt4RPERitAETER. 18!OTHEkS Its f Fu=37:5.88.7 KPSt Fu 37;5.6a:7 KPSf i TO 8E SEALED TO AX,PT•VVQOD SUCK WITH SIKA 5,51:S4ttCONE 4/4 j__ aro t •tiwi8 MIAMt:M humt DADE.COUNTY PRODUCT CONTROL SECTION, DEPARTMENT OF REGULATORY AND ECONOMICRESOURCES(RER) t 1805 SW 26Stre A,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)'315-2590 F(786)315"2599 NOT 0F.ACCEPTANCE NOA wwwLn .miam1dPdL&2x _gmv Regency Plus,Inc. 1024 Locust Gap Highway ouut Carmel,,PA.17851 „ SCOPE: This NOA is being issued under the applicable rules and regulations..governing the use:of construction materials. The documentation submitted hasbeen. reviewed and accepted by Miami-Dade County RER Product Control.Section to.be used in Miami-Dade County andother areas where allowed by the Authority HavingJurisdiction(AW). This NOA shall not be valid after the expiration date stated below.Tlie 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 of material tested;for equalityassurance purposes.-If this.product or material fails b perform in the accepted manner, the manufhaurer Will,incur the ex¢ense of such testing-and the AHJ may immediately revoke, modify;or suspend thev-usez 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, andhas been.designed to comply.with the Florida:Building Code,including the High Velocity Hurricane2one. ESCRIPTIQN:Series,"5205"Oatswing White,, :,Casement11..1n -at APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact:Casement Window-I.MI",sheets i through 5 of 5,,-dated 10114/08,-with revision Tdated:09/24/15,prepared.by PTC, LLC, signed and sealed by Robert:J. Amoroso,-PR, bearing-the Miami-Dade County Product Control Revision stamp withahe Notice of Acceptance number. and Expiration date;by;the Miami=Dade County i Product.Control,Section, SSILE IMPACT RATING:Large-and.8mall Missile ImpaGtResrstant• z LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;:city, state; series, and.following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. 3 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 oftf is 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 sates,advertising or any othertpurposes.shaltautomatically terminate this NOA..Failure to comply with any section of this NOA shall be cause:for.termination and=removal:ofNOA. ADVERTISEMENT: The NOA number preceded by the'words Miami-4Xde' County, Florida, and, followed by the expirationdate may be displayed in advertising;literature. If any portion of the NOA is displayed,then it shall be done inits 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.13-1009-10 and consists of this page.I and evidence pages E-I.and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PX. NOA No.:1.5-=061$.05 MIAMWADE COUNTY Expiration Date: May 06,2019 Approval Date: October 01,20[5` 91 jt5 PageI Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I' S Manufacturer's die drawings and sections. (Submittedrender. NOW'Nv. 081118.10) 2: Drawing No: RPI04G1, titled "Series `5205' Vinyl Impact Casement Window LMI" sheets 1 through 5 of 5, dated 10/14/08, with revision J 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)Utriform 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 white PVC single hung `window,prepared by National Certified Testing1aboratories,Test ReportNo. NTCL410-11618-1,dated 10/02%08;signed and sealed by Harold E.Rupp,P.E. (Submftted rrnder.NQA No 08.11.18.10) C. CALCULATIONS 1. Anchor verification .calculations and structural analysis, complying with FBC 5a' .Edition (2014),dated 09/03/15;prepared by PTC,LLC, signed and sealed by Robert L Atnoruso,P.E. 2. Glazifig complies with ASTM X4300-04e41 D. QUALITY ASSURANCE s I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 14.0916.10 issued to Kuraray America, .Inc. for their "Kuraray Butacite&PVB Glass Interlayer",dated 04/25/15, expiring on 12/11/16. I 2 Notice of Acceptance No. 12.1120.42, 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. Ma ne ere P.E.. Product Cont of Ex finer NOA No. 618.05 Expiration Date.. May Q6,2019 E-1 Approval Date: oetober 01,2015 Regency Plus,Inc. t[QTICE OF ACCEPTANCE: EVIDENCE.SUBiYII/ITED F. STATEMENTS 1. Statement letter of conformance, complying with FOG S'" Edition'(2014}'ati of,no financial interest,dated 43118115,prepared by PTC,LLC,signed`and sealed-by Robert I Amoruso,P.E. Z. Laboratory addendum letters I and II in the'Test,Report No. NTCL-110-X161$=1,': both issued-by National Certified,Testing Laboratories;dated z 10/42/08;and 01/20!09, signed and sealed by Harold E Rupp,P.E. (Submitted under.NOA No.08-11. 3. Laboratory compliance letter in the Test Report,No NT+CI:-110.11618=1,.issued by National Certified Testing Laboratories, dated 14102108; signed And scaled by Harold E.Rupp,P.E. (Submitted under NOA No. 08.1118,10) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc: for their Series "5205''Outswing ''White PVC Casement'Window---L.M.I.;approved oi;I2I05/13 and . expiring.94.05106119. j s Manuel Product Capitrol xa nen' NOA Atu,1 18,US Expiration►DAte: May06 1619' Approval.Date: Oc#6bcr 01,2015 E-Z j • M N REGENCY PLUS; INC. SERIES "5205"'VINYL IMPACT CASEMENT WINDO LMI q INSTALLATION ANCHORAGE DETAILS ` 1at0SPROONCTAtV .. . CNORAGE SHOWN grIE1N IS OESI31�M & 7.MATERIALS: . .; . COMFLY,WOTH LITH EDITK)N Utp1A)FLORIDA SUKDININSTALLATION NOTF6i 6.INSTALLATION ANCI1dl3 ASSOCIATED FIAFLOYYARE ` (FSCI�BURDNK4ANORESIDENTUU VOWMESINCIUMUSTSEMADEOFCORROSIONRESISTANTMATERIALOR L1fOHJELOCIIYHURRICANEZONE(HVHZIATTHED7.1��FRAMEMATERIAL;ROYALWIt�pWd 1.ONE(1)INSTALLATION ANCHORIRREOUIREDATEACH HAVEACOMMONRESISTANTCOATING, PRESS RE(S)STATED HERE- DOOR PROFILES.RANT 43 RIGID VINYLPVC PER. ANCHOR LOCATION SHOWN. WtAMIOAOE NOTICE OFACCEI'TANCE LNOy NO. 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 2 THE PRODUCT DETAL,S CONTAINED HEREIN ARE BASED UPON' 12.112LIA2 2 TH6 M MSER OF INSTALLATION ANCHM OEP107ED IS, 'ANO14ORS INTO.MORTAR JOINTS.EDGE DISTANCE IS O SIGHED AND SFALED.TEST.JtEPORTI HCT4N01161a 1 TME MINIMUM NUMSEROFAMNORB TO BE USED FaR MEASURED FROM FREE EDGE OF;SLOCKOR EDGE OF T b DATEl110N?N6.AODENDUMDATED1110"ANDAODENDIgA TT 1N1 �YERKLRtARAYAMERICA 9iC PRODUCT INSTALLATION MORTAR JOINTINTO FACE SHELLOF BLOCK �dDATED011TAb➢ANDASSOCUTEOLABORI►TORYSTAhiPEO ®��E04TERLAYERPERMWII.DADEHOTICE:OF Z DRAVYiNGSANO.WERETESTEDINACCORDM7CEW17HIBGH' ACCEPTANCEORMON0.14491&10, 3SHD1ASREQUIRED ATEACH INSTALLATION ANCHOR 10. 1$TALUITKX7ANCtIORSSNAtIBEINSTALLEDIN ` VEIOCiTYHURRtCANE20NETE$TItX3PROTOCpISTAS201,® W INLOADWARiNGSHIMIS).MWUMUMAILAWABLE AOCORpANCEW17HANCHOR'MANUFAOTUREMS p F;� TA3-202 AND TAS.203. SHIM SIZE is tM INCH.SHIM WHERE SPACE OF 1116INCH. INSTALLATION INS.TRUCT[ON$AND ANCHORS SHALL TI, .t� 6.NOT USED. OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENOTHS LESS a z OF HKiH DENSITY PLASTIC OR BETTER: THAN THE MIt&AUM STRENGTH SPECIFIED BY THE �. 1 S 3.THE PRODUCT HAS SEEN EVALUATED FOR CONFORWANCE TO 9,OI/LSS,IHEETS THE REQUIREMENTS OF ASTN - ANCIWR MANUFACTURFJt I-I Cf A 'ME STANDARDS LISTED IN TFC BiF{EDRIWI(3414),FLORR?A E13Oa04o1. 4.FOR NSTALLATKIIi INTO W(SODFRAMRIG:USf/f2 WOOD - C [�BOLDING CODE(FSC)•BUIIDRKIANO RESIDENTIAL SCREWS OF SUFFICEHT IENGTtI TO ACMEVE 11N2 LdCH II:INSTALLATION'ANCHOR CAPkME8 FOR PRODUCTS VOLUMES AND L81NCOAR+LWICE""WITH SAID STANDARDS 10.DESIGNAT�-rsTANDSFORTHEFOLLOWNO: hUNUJUMEMBEDfIENT.MtWL1UMEDDE TANCELSTl6' HEREIN ARE BASED ONSUBSiRATEMATERiALSNtITIi �_ .-�� 07! INCLUDINGEQREMEN s'N VF1Dg7Y HURRICANE ZONE(t1VaiZJ X:OPERABLE.PANEL INCH, A me.OLLOYNNG PROPERTES: Q. REQUILENIENTS. RFi OF _ 11,A113INCREASEINALLOWAMESTRESSFORWIND. S.FOR RISTALLATION7'HROUGH1XBlCKTOCONCRETEI:" 'A. WOOD PROTECTION.WOODPROTECTiON.WOOD- fe _ _ 5' Norr 4 MASONRYAND TEF,RAMMIG11OFMAIHWINOINGA / ® PRoouCIj�sHOHMHERENlWINDLWEv IN THE MGMOADOr TME �USE1/AINCHRWADVANCE07HMASMRY.OR DIRECTLY INTO HRREADFORMTAPCONSSOF ® INIMUMSPECIFIC'GRAVRYPRESSURE TRFATED HERN YELLOW P(NE. OF0.55LUMBER RESIBT{NO.SYS7EM CAPABLE OF NgTH,gTANpING ANp DURATION FACTOR(06.1.0)HAS BEEN USED FOR SUFFICIENT LENG7H TOACHIEVE THE FOLLOWING: MUST COMPLY WITH 6TH EDITION FSChRC As , .t iRAHSFERIUNO APPLIED PRODUCT LOADS TO THE WOODANCHOR DESIGN WHERE W OOD MMY AM S.I. CONCRETE SUBSTRATE ®. RELATED TO WOOD PROTECTION. FOUNDATION is THE RESPONSIBILITY OF THE EIKRNEER OR FAILURE GOVERM FOR OTHER MATERIALS. S.t.i. 11R BLCH MLNS,I)M EMSEDIiIENT ARCHITECTOF RECORDAND TO BE.REVd1YED BY#HJ. APPROPRIATE SAFETY FACTORS PER THE -3:12 1-112INCH MINIMUM EDGE DISTANCE R.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 6`1 1XAlND2XBUCKS ) APPLICABLE DESIGN STANDARD ARE USED. $.2. MASONRYSt)SSTRATE UWpsi AND COMPLIES WITHAC1301. (WHEN USED SHALL BE DESIGNED AND &2.(. .1 INCH MINIMUM EMBEDMENT g ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 12.INARFAS WHERE WIND BOURNE DEBRIS 5;22 1INCH MUMUMEDGE OISTANCE' LFII C MASONRY STRENOTH CONFORMS TO ASTM C•90; AobwlJ,Amawo;P E. STRUCTURE,SUCKOESIGNANDINSTALLATIONLSTHE I9tpTECTIONREOUWMENTSEXIST USE OFAli MEDIUM WEIGHT WITH DENSITY>117,PCF, flo yvl Ho./9rst RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM IS NOT C FOR PARTMOATOP INSTALLATION USE#11 VMOD . RECORD AND TO BE REVIEWED BYAHJ. NEEOM SCREWS. 0.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 13.EACH WINDOWASSEMBLYMnL BE LABELEDWITH 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ,��,,`��NIIIIIN//�/`DAMES AA°jy NH GENERIC ANDMAY NOT REFLECTACTUAL CONDITIONS FOR A A PERMANENT IASELANOIOR STAMP WITH'THE WALL FINISHES.INCLUDING BUT NOT LIMITED TO SPECIFIC SITE,iFSCoNDIT►CNSCAUSEINSTALLATIONTo EXTRUDER CODEAND?ADCA•. STUCCO,FOAM,BRICK VENEER ANDSI04NO �1(Q;V�GENg DEVIATE FROM THE RECUIREMENTS,DETAILED HE MN,THEN �•� NO 487 �O TIM BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING 1` I A-OUTSIDEHVH:REQUIRETHATAUCENCED7..USVTTAATEE ..�� ENOINEERORARCHITECTPREPAREANDSUBMRSITE SPECIFIC DOCUMENTS FOR USEWRH THIS OOCUMENT p TO BE REVIEWED BY AHJ. B.INSIDE HVHZ'REQUIRE THAT A ONE TIME SITE TABLE OF CONTENTS /ihrlt1117 SPLORCAPPROVALBEAPPLIED FORANDOBTAINED. SMTJ REV,I SHEET DESCRIPTION FROM THE MIAMIMMDE COUNTY PRODUCT CONTROL. - 1.. E GENERAL AND INSTALLATION NOTES •'s 2 E ELEVATIONS - rRODUCTR6Y15[!D 001%. 3 E VERTICALSECTIONS _ - Dalbde A E HOR MONTAL SECTK)NS&GLAZING DETAIL DESIGN PRESSURE RATING(PSP) IMPACT PAYING Itcce►r%1ry04tQCjj 5 E COMPONENT ,BiLL UP MATERIALS NL CMNE DETAILI 056.0 ( -SS.O I LM IIfP D c 1 y� HEAD b SILL: R PARTING STOP ANCHORS 4"FROM WNOOW ss f, < 8.75'TYP.FROM PARTING ®FRAME'CORNERSly STOP OORNERS HEAD$SILL - HEAD S SILL ANCHORS PARTI STOP l NCHORS- _ o DTH 4:-3W FROM PARTING '34:f AX, 4"FROM,WINDOW STOP CORNERS. N FRAME CORNERS PARTING STOP JAMS ANCHORS ANCHORS � a' B _ ' I JAMB ANCHORS $ -•, g a � ; i 7`$116'OC`TYP, c3 $$aa7s I I' 70 MAX PARTiNO$TOP' � � • �, UNIT ee"MNc. ANCHORS MAX WINDOSn L O; HEIGHT VV! MAX I ! PARTING HiEGHT�. " d , UNIT rip,\ STOP iG HEIGHT # . . I 4 EINFDRC VYOl .SCRO ! AL1 AT1 �y 4 7 is,O.C.TYP. CHORS(TYP) w AN o� i HEAD 6 SILO Tis � ". TAPCON. . INSTALLATION Q 1 ` REINFORCEMENTS w _ ass sa� � ANCliORS�TYP): l ♦��t �CEJYsA.py 3 3 ljyDTH � No 4t? 2 �t© ' WiDTH:WI �X O►r6`��ti, PARTING STOP d8 Et:B1/ATION® ANCHOR LAlOUT.Ia. EXTERIORVIEW L u, VIEW �ICTERIOR a n WOOD TECTION (SEE INST. NOTE W000,BUCK IWCHORING By OTHER, 17' 1}B wouD SCREW B'0oT HEIR ' ANCFwRiNc IIA, SHT, 1) BY OTHERS • ® INSTAUJ1T10N ANCHOR ;: VG 'ONE-BY PT f 01.1E BY"PT WOOD BUCK BY.OTH®ERS ( NOTE S�SHT. iK". B" MIN WOOD F'EtAM{NG 8Y OTHERS, BY OTHERS, BEDMENT (SEE,ow 4 SHT. 1) (SEE'NOTE-5t SHT, 1 CONCRETE BY'OTHERS - i8 WOOD.SCREW 17 (SEE ZTE 4, SHT:1) d d INSTALLATION ANCHOR .2U. EMBEDMENT® H ` !81 :. ., .:•,. BY OTHERS`. 9• y r, EXTERIOR FINISH �" „<• AveBY OTHERS AS 1 lA MIN. 3/8" MIN. •„ •+ EDGE:OISTc_ EXTERIOR,FIN..ISH EOOE DIST. °� $ _ r ., BY OTHERS < PERIMETER CAULK BY'OTHERS 1/4" MAX-j PERIMETER CAULK SHIM SPACE' BY OTHERS 21 SHIM SPACE, e 20 ' ;1 18 AN , /A� tTW ADV THRFMJAPCON:INST ANCHOR= 2O 1; 1/2"IMIN IN CHOR 1- BED ( EM f5 (1-1f2 M{N. EMBEt),r 1-1/2' MIN, tqO) 15 7fti' MIN, ED.)�' �a r 4 13 �. 8 ZZ55 r 6 5' WINDOW EXTERIOR" INTERIOR 14 -(- 14 SECTION Q 3 MAX• EXTERIOR. SECTION_D 'INTERIOR,' HEIGHT" WINDOW 14 Old �® �13 GU 23 1— 51t�1 t3 > ,. 1�1 3 4 12 6 12 $' 6< 15 EXTERIOR d� 10 15 EXTERIOR �I 10 �� M R `r ltaOwlA.MnN14 P,E.. flatlaP.fcNa aril 19 [SHIM SPACE,f 8' ® 19'. #12 WOOD SCREW: 18 4" ITW'ADV THRFM TAPCON INST:ANCHOR 1/4" MAX, 1 INSTALIIITIOPI ANCHOR O 2 20 (1-1/2" MIN, EMBED., 1-1/2• MIN. E O,) SHIM SPACE 2'1 01 1/2" MIN. EMBED No t075 i l PERIM R CAULK -------------- 7J8" MIN. E.D.);� Yh, 1 T I/8 WOOD SCREW. B MIN.'EDGE 01ST O: STATE INSTALLATION ANCHOR $ 8" MIN. BY"OTHERS + ,. .. 'a E' E WST.'� a ACONCRETE BY OTHERS .. . �hrdndHN� 0' � < , ,:;�. SHEATHING ONE BY PT_Vt00D (SEE NOTE 4, SHT. 1') a • •, . BY OTHERS' `.ICK'.BY OTHERS !� 0 SEE.NOTE'5,.SFiT• 1) . ONE 5Y,PT WOOD BUCK-/ UCK . ' a,• ° V' WOOD (NAMING BY OTHERS i7 20 BY OTHERS *WOOD'PROTECTION''(SEE INST. NOTE (SEE'NOTE 4, SHT, 1) IN4fALWfON ANCHOR avaaas jgplts (SEE NOTE 5, SHT. 1) 11A. SHT. 1).BY OTHERS,&; 1 1/8" MIN, n"`rw"°°N' MIN. ®EMBEDMENT' '/ODD BUCK ANCHORING ®EMBEDMENT WOOD HSS ANCHORING TION BY OTHERS ' TION A ®„ YE J t p 3/8` MIN. tlL+ EDGE DIST: pp 3/8" MK AINTERIOR 1/4` MAX.,SHIM SPACE 421 EDGE'DISI. 1 1/2" MIN. EMBEDMENT CONCRETE 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 3 5 4 8 7' 10 16 #': 0 1 t/2" MIN. EMBEDMENT SHIM SPACE . CONCRETE OR MASONRY 8Y 7/8` MIN, _ OTHERS (SEE NOTE 4.,SHT. 1) GE DISTANCEINTERIOR E ` t1 IWODD PROTECTION 3 225 4 7 16 t .° (SEE.INST• NOTE 11A. SHT. 1 6. t0 BY OTHERS 7/0" MIN.A. 4•+ 1/4' liw ADV THRFM TAPCON — EDGE DISTANCE . $INSTALLATION ANCHOR ., Iti,#12 WOOD.SCREW.21INSTAUA710N ANCHOR a +, EDGE DISTANCEWOOD BUCK~ D BUCKT/8" MIN. ANCHORING- ANCHORINGBY OTHER > BY OTHERSEMBED8 t71 1/2 INN. EDGEDISTANCE - CONC, co-13 2EXTERIOR 15 1HSTALlAT10N ANCHOR2•'NN. EDGE (#STANCE MASONRY wA 1 1/8" MIN. Q .ePERIMETER CAUi a •EMBED}6ENTBY OTHERSSHEATHING `BY'OTHERS �p�� all ONE BY PT WOOD BUCK s.4A.{MIN. 3/4) BY OTHERS WOOD FRI+�AINGSEe NDrE s. sHT. 1) BY,OTHERS (SEE Ex�ErJOR � NOTE 4 SHT. 1) SEC�'JON E 14 f3 2 15 0 WOOD P'RO'kECTION (S£E'INST. NOTE 11A,°SHT. 1) EXTERIOR,FINISH BY OTHERS9i':',OIHERS PERIMEFER CAULK 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED By OTHERS �;GLfLSS;W/ THE=FOLLOWING MAKE UP-r 1/8" ANNEALED' WINDOW WIDTta.' ONE BY PT WO4O BUCK BY OTHERS • (MHN. s/#") (SEE.NOTE�5. S1+T, 1) INTERLAYER/ `1/8`.ANNFALED. GLdSSW/0 39." t Loss/ 4;09D KURARAY,AfdERICAS LNG BUTACIIR _ AIR.SPAS. 17. tmani r� USING A DESICCANT MATRIX'STEEL SPACER.SYSTEM -E �8 WOOD SCREW nara*v-H.►a+croa 14 do AN INTERIOR 1/8"TEMPEREDGLASS INSTALLATION`ANCHOR13 ,_ EXTERIOR,FINISH BY;OTHERS 2' 1 3 .. .•.. t ' 1i3 1 f2"' hilN. GLAziNG BITE PRODUCTREVUED . Lf�7.l4 AIL 1'2 ft pt PARTING STOP VWr MAlh F"'E S15ti'FRAME ( GLAZING$EM /�� SCREEN.FRtddE PE 14FORCEMENT ,20 N A 0:090"TYP. WALL THICKNESS P.000` M, WALL THICKNESS ? 6.016",TYP. �: 0,045,TYmP t5 Q=455 TYP... WALT CHICKNESS W{�tI TkICKNESS WALL THICKNESS YYAU THICKNESS dF 3.250 2.439 0.552 m r. 0:725'- ,. 2.52? 2.424. O.S54 -. x a '. : „. 0.445 1NEt DED MITERED CORNER CONSTRUCTION® ; 7 � ". BtLIR'Of. MATERIALS ' oir „ olr s>ut ,Mtuul 5 4 Wii�IRFIt w:.IMpr:. N{a$.IYC '- .x ,tea a.re a ulll rktrt ..east v+rts�. .•� nlolx he � 3 sa«ian aarlw, tsoo wm. warn-nr a xllmi IMK �g .. 5 /g1OttlQli' i /111EItOtltl SdKOt .: ItVttl�tT lllE - I1001�' It41 � /' t. 90ltKW lR,IR-.' _ •IIPNI ".. IIOttCM WM ��. fit . 1.t- IX-M1x-01f�+iM.,._. 1 1t711b1 CMs�'A tLY! 1M1 YRA- - C�2 10"O.G. s: oaalawu y GMoaaoll'IYa4111MK r TIMM .. ,. 'If-N-3.7-Q0x 1. dN?lOdk.A597111Y, .. yy,. IFADM3 MUMNM{.fi � - v f7vtE+t,2 �[A/v1Y7` . .. tia ...{7C3-01{ ... � Clif f0'dt tatY - N75R � � `� 11 1• 1 K.1 �t '.IMN 1KV.IxtU4 itt "� a ;. sllntta�ua-m� a a�+u�ssos+vtwt. . aaaer. � �NB to _ a, /a --_'- r *rwrT'a"sm stl�wloo cuss oatcwam a wtttl+atsln tut roto ----^ s� ��4 • f ......... is .;^'•� orrro cr<r+rwrco ao ' �. Nc 4076 •o /(Y/{.l li „P N TVIU/OfOKi tAf . to __ t tt.p ttuat wa�umR tlem, ' � STATE 4F-T�Iti ._... x IMIIIIIO pat'tx000 t jo"x ti I f1'I rs 11K eom � a. '� � �jti`��Qr R 14t'i}�a�� - � Cs[t slit.rate tsx,slt,q z/ /1 ago0 sale tat:tatatcn _,��_ *,..xaesan, >•+� INA p� " .xo -w< .- aaauaaaarszry, � J��j ss aaNw,da►as gtygaaacnwoe,xc: rllwt ASH DETAIL ,. � .. Itovawwomalaoanl tuomowts,n.w,oter.,loppilbtRSRBYts . NOTE: DETAIL . 1 1x PT WOOD B K Hats °4 PARTING STOP EXTERIOR PERIMETER EY OTHERS TO BE SEALED TO IX PT-WOOD BUCK �` o"Ill, "WITH SIKH 551 SILICONE A REGENCY PLUS, INC. P.O. BOX 391 MT. CARMEL, PA 17851 Arrival time SHIP TO: STORM TIGHT WINDOWS Unload Time 500 S. W. 12TH AVE Departure Time DEEFIELD BEACH, FL 33442 Fax # 570-339-2593 PHONE: RAY 410-830-9247 CHRIS 561-223-7055 PAGE 1 DATE 1/18/2016 QUANITY 1 PRESCOTT 1 IMP AWN SASH W/ GLS 7 SCHAUER 7 IMP SLD SASHES W/ GLS 1 MATTESON 1 IMP SLD SASH W/ GLS 1 DIRECTOR 1 IMP CASE 2 HALKETT 1 IMP SLD 1 IMP SLD MF W/ GLS 12 ANDRES 10 IMP SLD 2 IMP DH 5 GOLDSTEIN 3 IMP SLD 2 IMP CASE 16 FEIN 4 IMP PW 12 IMP SLD 29 SANCHEZ 1 IMP DH 13 IMP PW 4 IMP CASE 4 IMP SHAPES 7 IMP SLD 7 BURKETT 7 IMP SLD 5 NUNGESSER 1 IMP DH 1 IMP PW 3 IMP CASE 6 FREIDANK 5 IMP SLD 1 IMP CASE 15 BROWN 9 IMP DH 5 IMP PW 1 IMP SLD 8 EVERLY 5 IMP DH 2 IMP CASE 1 IMP SLD 1 GRANT 1 IMP SLD 8 LUPTAK 6 IMP DH 2 IMP CASE 1 CORZO 1 IMP DH 5 BLANDON 2 IMP CASE 1 IMP SHAPE 2 IMP SLD 9 DROPKINS 3 IMP DH 1 IMP SHAPE 5 IMP SLD 3 ROLLS GLAZING TAPE 3 CASEMENT WRENCHES DELIVERY RECEIPT MtAMt•Ck4DE H W4MI-DADECOUNW Pxol3ucr cotvTROL sEcrloiv DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26.Strccf Rodni,208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3t 5-2599 NOTIfOF ACCEPTA.NCE NOA wwwmiRroid�de.�!avrecortomv regency Plus,Inc. 1024 Locust Gap"Hight sty 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 REK- Product Control Section. to be used in Miami Dade.County and other areas where allowed bythe Authority Having Jurisdiction.(AHJ). . ThisNOA shall not be valid after the expiration date stated below.The Miami-Dade County Product C_ontrol Section In Miami-Dade County..). (in areas other { ty}andJ or the AHJ than Miami-Rade County)reserve the"right to have this product or material tested for,quality assurance pvrpases: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`af 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 produet'or;material fails to meet the,requiremeats of the`applicable building code: This product is approved as described herein, and,has'been designed to"comply,with the Florida_Building Code i" the High Velocity Hurricane Zone:>"" , ESCR1PT10N:SeriesTilt's"White 1?VC Double Hung Window-L" " APPROVAL AOCUMENT:Drawing IJo:'RFIS0064;`tilled`"Series"5305 Tilt Double"Hung Impact Vinyl Window",sheets l through 8 of 8,dated 01/12/09,with revision:H dated 0912.4.115,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 Small vss a mpact 6istarit t LABELING: Each unit shall bear a permancht'label wi _ "t " manufacturers 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'atitomatieally'term nate this.140A Failure to comply with any section of this NOA shall be cause for terminatiomand removal of NOA. ADVEIt'f15Ei im—. 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 Qfficial. 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 documentmentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"618.02 CMIAMP=EXCHTY Ex piration Date: May Db,201"9 ApprovalDate: 'Odobei,01,2015 �f j / Page I " Regeuggy Plus,Inca IYUTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED f A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subrnfted under NDA No. 09-0122.pS) 2. Drawing No RPLS0.064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window"', sheets ,I through 8 of 8, dated 01/12/09; with revision H dated 0912411 S, prepared by PTC,LLC,signed and sealed by Robert J Amoruso,P.E.- B. TESTS I Test reports on: 1)Air ZnOltration Test;Per FB(,.,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water:Resistance Test;per F13C,TAS 202-94 4}Urge Missile Impact Test,per FBC,TAS 20144 0 Cyclic Wind Pressure Loading per FBC,TAS 203-94, Forced Entry Test,per FBC 2411,3;2.1 (b)and TAS 202-94 along with marked-t p,.drawings and installation diagram of series 5305 tilt double hung vinyl window;prepared by National Certified Testing Laboratories, Test Report No.. CTL- 0-11422-2, dated I0/0210$ with revision dated 01108109, and addendum letter dated;03/121,09,all signed and sealed.by Harold E.Rupp,P.E. (.Suhinl(te$under IVDA 8&194122.0S) 1 C. CALCULATIONS 1. Anchor verification calculations-and structural analysis, complying with FBC 5th Edition(2014), dated"06101/ S with revision dated 09/01115,prepared by PTC,.LLC, signed and sealed by Robert J.Amoruso,P.E. Z. Glazing corrtpies with ASTME1300-Ode01. i } D. QUALITY ASSURANCE s I. Muni%Dade Department,of Regulatory.and Economic.Resources(RER): 3 E. MATERIAL,+CERTIFICATIONS 1. Notice of Acceptance'. 140916.10 issued. to Khroray America, Time. for their 'Witraray ButaeittO PVB Gloss Interlayer"dated 04/25/15,expit ng:on 12111116. 2i Notice of Acceptance No. 114120.02,issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28113, expiring on 02/28118. Manuel rez, ..'e. Eroduet Conlro lner NOA No. 15-0618.02 Expiration Date: May 06,2019 E_Y Approval Date: 006ber o1,2015 Rezency Plus,Inc. NOTICE QF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. -Statement letter of conformance to, of complying with FBC 51a Edition+(2014) and of no financial.interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed,'by Robert I Amoruso,P.E. w 2. Laboratory compliance letter in the Test Report No. NCT1,114-1142241 issued by National Certified Testing.Laboratories,dated 1.0102108,with revision dated 0116,8109, signed and sealed by Harold E,I2upp;P.E (Subinihed/inner NOA No09-0122.05 G. OTHERS 1. Notice of Acceptance Noi 13-1007.10,.issued.to Regency Plus, Inc. for.their Series' "5305 Tilt" White PVC Double Hung Window.- L.M.I., approved on.05/00/13"an expiring on 05/06/19. Manuel rez;EES - Product Control Exa finer, NOA Na.I 18.02. Expiration Date: May K 2019 Approval Wei October 01,1015 ? E-2 i { REGENCY PLUS SERIES 5305 TILT I)ObnE HUNG PACT YIr�YI '�VINDO� INSTALLATION ANCHOYUA GE DETAILS gFsNNT�IALNOTEis iN�TA1.1.AT10NN07EB: 1.THE PRODUCT ANC140RIkaE Smxm HEREIN IS DESIGNED A.OUISIDE NIVNIZ:REQUIRE THAT A L1C6N1E0 /1$SOCIATEO)tARDWLARE TOCOMPLYVVITH6TNIE0lT10N(201gfLORIDA8UEL0lNO ENOINEERORi1RCHITECTPREPAREAMDSUBM1T.SINE LONE(1)UISTAWITIONANCHORISREOUIREOATFJK:H. ® e,�STALLATIONANCNOR8AN0. ®TOBO COMPLY -BUILOINO ANO REStOfMW YOI LIMES 6PECIFIC D000tdENTS FOR USE NTTH THIS At1CKOR LOCATION SFIOYIN, µVST BE MADE OF CORROSIONRE9(TING.MATERU►L OR � B INCL.UDINGT)EHIOHVELOCITYHIIRWANFZONEQMW DOCUMENT. CORROSSONRESISTANTCOICFINO_ ATTHEDESIGNPRESSURE STATED HEREIN. B.INSIDE HVHLRECUDtETHAT AONLTWESITE 2THENUMBEROFINSTALtATK)NANCHORSOEPNCTE013 HA1/EI1 �!{P AT9!R01fAL SE APP1E0 FORAND OBTAINED THE MIHMIIM NUMBER ANCHOR$TO BE USEDFOR ® 9.F,ORCONCRETE BLOCK DO NOT INSTALL INSTALLATION } 5 p 2.THF PRODUCT OETAMS CONTAINED HERFJN ARE BASED ® THE kYlVTI WtDE,COUN7Y PIlGiTUCT CONTROL- PRODUCT ITFSTALIA7ION 1ANCNLO$S INTO MORTAR JOSNTS,EDGE DISTANCE E$, UPON SKINEDANDSEALEDTESTREPORT#, 'V NCTU110.11422.2 DATED 12011K ADDENDUM DATED 7.IMTERIAt.S 3,SHE{AS T(EQUMtEO IAYFJACH RlSTAImumC LOVIIAOR. MEXSUREO FROM FREE EDGE OL PF,BLI Wt.EDGE OF y r x tUfOSOOANDADDENWAA1110ATE009lt0ASAND, .WITH LOAD SEARING SHIM MAXLMUMALLOWUAGLE' li(QRTARJOINT.INTOF/ACESNEIJ.OFBLOCK: FQ ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7AWINDOWPWUIEMATERW:ROYALVANDOW&DOOR 9HIMSU� 7NINCN.SHIMNMERET)PAC80P1/1681CH:: J�`L t Ti YIERETESTEO,TNA000ROANCEVUITHHIOHVELOCmI TROflLES.PlANT13RtGfOVINYLPYC�R1dW+twDADE OR<iRFATEROCCURB.SHBA(8)SHALI BECOHSTRUCTED 1B.MSTALLATTONANCHORS3Hi1lLBE1N8TALlEDIN HURRICANE ZONE TESTING PROT000L8 TAB-201.TA8�02 ®NOTICE OF ACCEPTANCE(AOA)N0.12.1120 02, OF MGN DENSITY PLASTIC OR BETTER. ACCORf)ANCE WITH ANCHOR MANUFACTURER S y . MADRAS-207. ® INSTALLATION INSTRUCTIONS 7Ut 72 GLAZING INTERLAYER KMARAYAMERICA,INC. 4.FOR INSTALLATKNIWTOW000.FRAMIMUSE012.WOOD ®NOT BE USED INSUBSTRATOW*STRENOTHSLESS �y4It; 153 3.THE PRODUCT WAS BEEN EVALUATED FOR CONFORMANCE &BVTACRE WTERIAYERPER MJAMI4)AD£NOTICE OF SCREWS OF SUFFICIENT LENGTH TO AC 9EVE.I V2 INCH THANTH£MINIMUM STRENGTH SPECIFIED BY THE W 7 TO THE STANDARDS LISTED IN THE 6TH EDITION(M4) ACCEPTANCE(80A)NO:!4-0fH&t0. MINIMUM EMBEDMENT:MINIMUM EDGE DISTANCE 18716 ANCHOR MANUFACTURER 0: FLORIDA LYTD.OING000E(FBC)-BUILD.MAND-. INCHES. O RESIDENTIALVOLUMESANNDISINCOMKWICENATHSAID 6.NOTUSED. � -11.INSTAL!UTI<NQANCHORCAPACL1t ATERFRODTHI STANDARD$INCLUDIMOHKiHVELOCiTYHURRMa1NEZONELM 5,FOR INSTALLADONTHROUGHIXW"TOCONCRETE I HEREINAREBASEOONSUSSTRATEMATERLALSWITHTHE :N E (FM¢).REQU1REMEN TS. 9.GLASS MEETS THE REQUIREMENTS OF ASTM E13W-Wel. MASONRY,ICY DIRECTLY INTO CONCRETE IMASONRY; ®FCLLO+MNG,PROPERTIES: 1 SEE SHEET FOR GLUING DETAIL USE/N INCH RW ADVANCED THREADFORM TAPCONS OF 4.ADMUACYOFTHEE)USTMSTRVCTl1RALCONCRETE. SUFFICIENT LENOTH,TO ACHIEVE THE FOLLONNNO: A. V40M PRESSURE TREATED(PT)SOUTHERN 015 kill 9 MASON"AND 2X FRAMING AS A MAIN WIND FORCE 10.DESIGNATION'1CBTANDSFOR THEFOLLOWIRM 5.1. CONCRETE SUBSTRATE LUMBER RMUS COMPLYMINIMUM VPTCM.EDIFtd ITIONVITYF FR RE%SrWSYSTEM CAPABLE OF WRHSTANDINGAND X OPERABLE PANEL S.N.T. /.112INCH MINIMUM EMBEDMENT AS RELATED ED T VY006 PROTECTION.'CTION.ITSQN FBCIFRC' TRANSFERRING APPLIED PRODUCT LOADS TO THE 3.N.2. 1-102 INCH MINIMUM EDGE DISTANCE AS RELATED TO WOOD PROTECTION. �R STRUCTURE IS THE RESPONSIBILITY OF THE EN GIVER 11.A 10 INCREASE IN ALLOWAME STRESS FOR WIND 5.2. MASONRY SUBSTRATE B, CONCRETE 4MIMUM COMPRESSIVE STRENGTH OF g OR ARCHITECT OF RECORD AND TO BEREVIVMObY LOADS.WAS NOT USED IN THE DESIGN OF THE 5,2.1. -t INCH MINIMUM EMBEDMENT 2m VeIANDCOMPLESWITHAC1301. AGENCY HAVING JURISDICTION(AW) PRODUCT(S)SHOWN HEREIN,WIND LOAD DURATION 5,2L 2 WON MINIMUMEDGE DISTANCE C. MASONRY•STRENGTH CANFORMS TOASTM C-90, ® FACTOR(CCw1A)HAS BEENUSEDFORWOODANCHOR MEDIUM WP-MHTWITN.DENSITY:117PCF— WJ AMMM PE, 5:1X AND 2X BUCKS WIEN USED)SHALL BE DESIGNED AND DESIGN WHERE V ODD40MY FAILURE GOVERN&FOR 0,FOR PARTING STOP INSTALLATION USE go WOOD fbfta RE w 0752 ANCHDRED TO PROPERLY TRANSFER ALL LOADS TO THE ® OTHER MATERIALS,APPROPRIATE SAFETY FACTORS -SCREWS. STRUCTURE.BUCKDESIONANDINSTALLATION ISTHE PER THE APPLICABLE DESIGN STANDARDAREUSED RESPONSISAM OF . i/11ttmFNlp RECORD AND TO SERHE ENGIPEEROR EVIEWEDBY/ULI. CWT � 12.NIMFJVSWNEREWIND�ORNEOEERt8PR0TECTWN 1.MINIMUM LUWNG6INT AND WITNOTLpdtTE0T0 ,%"DISTANCE ExCLUOE 1A.3AM..... �A ® REQUIREMENTS EXIST.USE OF AN APPROVED IMPACT STUCCO,FQ4fl.BR1CK.vENEERYWOSIDINO, �.�0�4Q.V�CENSFOgG &TIE INSTALLATION DETAILS DESCRISED HEREINARE PROTECTIVE SYSTEM IS NOT REQU[RM Q��• NO 4975 FORACANDMAY WEIFCONDREFL17INSCAUACTUAL CONIt[TIONS `�` � • FORA SPECIFIC BRE,"iFCONDTTK)MS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREDL THEN THE BUILDING WAY ELECT ONE 1J-. TATE F OF THE FOLLOWING OPTIONS: TASLEOFCONTENTS c(...1Q''D�a� . SHEET REV. SHEET DESCRIPTION �� 14NAL:EN1�� 11!lIIIItt11 1 :D GENERAL NOTES,INSTALLATION NOTES 8OP.CNART 2 D ELEVATION iANCHORLAYOUT +�.�,� �� PRtljLr Nil'.--vmW 3 O ELEVATION 6 ANCHOR LAYOUT - mPenldyv,000floiido (5 ►)b o2 D VERTICAL.SECTIONS 'DESIGN PRESSURE RATING(PSF) .IMPACT RATING Uwtawy AmN Ho L IwnUM 8 0 VERTiCALSECTtON3, "SA IMPACT 6 0" HORIZONTAL SECTIONS 8 G AZING OEM - 7 D BILL OF MATERIALS AND COMPONENTS t,MPACT M. ! 0 COMPONENTS 8 CORNER DETAIL ■9 ■ NWE.OA.WIDTH W/PARTINt3 .o ' 3 �:STOP S5~ MAX.O.AFRAME WIDTH 53r. TOP SASH , WIDTH 49.46" TOP SASH 2:83 TO. X o ti fl L O.WIDTH 0 HEAD&SILL FROM PARTING 45.76° STOPCORNERS loAr O.C.TYP. OW FROM JAMS o ®HEAD E SILL, CORNERS TYP: $ =4�OW4:25"TYP:FROM PARTING + STOP CORNERS } 5-o TOP SASH T D L.O. i2. I s 79t 7T HEIGHT SASHX HEIGHT O,C.,MAX.TYP. a z MAX.® MAX. 32:913" i0 O.C. 3 HEIGHT W/ UNIT 36:828 TYP. �( --7" 3 O C TYP F4R � .e PARTING .FRAME T WOOD SC EW5 STOP HEIGHT 2°O.C: 4 O.C.TO.FOR .tdt BOTTOM SASH TYP. "- CONCRETEREWS. $ � � r SASH D.Lo. HEIGHT X HEIGHT REINFORCEMENT(TYP.) 38.625 33:113" M121NSTALt1A7iON X #6 X I-Wr SCREA THRU C ; ;SCREW(TYP-) AR7ING STOPS Op.) � _ _,�,r - RebiMyAmamu.CE nwmrew�7az --"1 ..........---�-16:87".O.C:TYP, � ES+4;!', 3.00 FROM CORNERS' HEAD&SILL �� ry ®HEAD&SILL TYP. ,.g04Q��CEIVyg 497 `s s BOTTOM SASH D1A WiDTN `. 98 8125` �Q, �37ATE OF BOTTOM SASH` WIDTH 66A2r ELEVATIQN ANCHOR I;AYQUT FXTER[OS .MW. SXI6RIOR VICsW � P!' yV1PARTQIO:STOPS W/PARTWris PS BY MAX"O.A.FRAME,,. WIDTH'.ti" o TOP SH WIDTH 48..48" `_ TOP SASH D LQ:WIDTH '@ 45.75" 3.W,'FROM CORNERS IM HEAD&SILI TYR. x $ 6.W FROM JAMB CORNERS TYP. 3"O.C.TYP;FQR` WOOD SCREWS: TOP TOP SASH 4_pit,Tye.FOR a Tr SASH XD.LG: 1$.75 X CON SCREWS. r MAX HEIGHT HEtGHT Q.G:MAX. `� FRAME 36.625 32 813 TYP: i s {)NIT HEIGHT I u ' BOTTOM BOTTOM$ASM ®2" SASH DI.0. TYP. ' HEIGHT. MIGHT 36.675 X 33.113` s REINFORCEMEN-T(TYP.) Ws 4 HEAD 8 SILL xaoo�s,F.ava.as DETAIL 1 P.a ROAM (SEE SHEET 7) ANCHOR LAYOUT �4Q�Q�y�cEnis•'�.�oq�G+ . BOTTOM SASH F.XTEMOR VIEW 4• No 197 � DLO WIDTH VYIO PARTING sfQPS 46.8'{25" �.. TATE 4r ROTTOM SASH. WIDTH 50A215 ELEVATION R EXTERIORVWW e4oD t5 a W/O PARTING STOPS n Q V nn JAr MIN.EWE DISTANCE tt� CONCRETE BY OTHERS (SEE NOTE 4 ON SHEET t) Y 1tY INN.EDGE DISTANCE SHEATHING BY OTHERS 4 o WOOD PROTECTION(SEE NOTE y ®IIA,SHT.t)BY OT14ERS2X WOW BY OTHERS 1 112'MIN. (SEE NOTE 4 ON SHEET 1) •' •• EMBEDMENT 1M"MAX..SHIM s EXTERIOR FINISH kms' SM OTHERS EXTERIOR FINISH PERIMETER SEALANT—"'� 1X PTYt�OD'BLOCK BY OT►IERS 4 4 &BYOTHERS BY,OTHERS lir MIN. 9 (SEE SHEET 6® 1/� MAX,SHIM EMBEDMENT E)EXTERIORON HE£T'1j' '., 3 8 INTERIOR PERIMETER SEALANT 4 6 BY OTHERS it 2 --p VER . CAL M ION EXTERIOR s ° INTERIOR a D n s s. Z � I 8 INTERIOR HEIGHT - E VERT�I �T N EXTERIOR wNbow HEIGHT `.. LU VR TIGASEC"TI EXTERIOR 3+f ttL: 6 INTERIOR ` EXTERIOR INTERIOR rtaeuta tmmn.o P.e . NoMa P,E.tJa4Wi2 2X WOOD BY OTHERS (SEE NOTEA ON SHEET t) 10 +++sluewtiq PERIMETER Is2X PT.WOOD.BtICK BY OTHERS ® ��••'+' 9 (SEE NOTE 5 ON SHEET 1) PERIMETER!SEAIANT t 1 1/2`MIN. EMB OMENT ?k No 4875 BYOTNERS , rEMBEDMENT tt+I°MAX.SHIhI "TATE �A EXTERIORFINISHP i Ry e Ip.FINH � OR pBk OTHERS EXTEYROTHERS CONCRETE talks > BY OTHERS(SEE NOTE 71W MIN.EOCiE DISTANCE WOOD PROTECTION{SEL-NOTE 4 ON SHEET t) e�zaouCva>stn All SHL 1)BY OTHERS ® w.�srol7grl� 1tn eaw. .. IC S$ TIQN�.. ift .."....—EDGE DISTANCE SHEATHING BY`OTHERS.. / B` OO UBSTRATE 1\� tieiapuoae�No"� 02 (1YP A: I 117 MIN;EDGE DIST:. ;._ 4 1 112,MIN.EMSECMETIT' 1X PT WOOR SUCK��OTHRS .n (SEE 6 O ): 7*MIN.F-6015 FIST: CQNCRETEBYOTHERS(SEE 1AEOODPROTEOTION,(SEENOTE t,6%4 ON SHEET 1) 11A.SHT:v BY."O 1 tI"Y`MIN.EMBEDMENT 2X WOOD BYOTHERS a. SHEA1TgNG,BY OTHERS (SEE NOTE;ON SHEET 1) EXTERIOR FINIS" 11 JT{AIN:EMBED X BY OTHERS ®` 1XWOOD:BUCK.SYOTHERB' EXTERIOR FINISH (SEE NOTE SON SHEET 1j ' PERIMETER SEAUWT BY OTHERS 5 ii µ� ®BY OTHFJt8 ♦ _ . ilA'MAx.SHIN PERI®SEALANT �11W MMIN. x- ED MiN.� EM< D ENt 3 EDGE fltST: EXTERIOR 6 OMMOR 4 1/4,MAX.SHIM,318'MIN. : 0 " 2 1 9 EDGE DIST. V ICAL SECTN _�O _ EXTERIOR 3 INTERIOR n - a J co sssTTtA —. ~ ``' iN <a:O n x aEm WINDOW ,1 HEIGHT 2 novo " HEIGN't VIKR CAL 5 C )N 2 F of Ju® E%TERIOR $ INTERIOR g g. EXTERIOR INTERIOR 8 PERIM 8EAUINT tw a P e ew�»d7 PERIMETER SEALANT 5 3f6'MIN BY OTHERS t ED3GE GIST® aa``atjAMES 4;""!" ®BY OTHERS L EDGE DIST. ® 1/4-MAX 8HIM »„ #' 62��} No 49 .• • . 1112'MIk.EMBED. WVMD SUCK BY.OTHERS EMBEDMENT (SEE NOTE 5 ON SHEET 1)EXTERIORNIS O�•��AT pr \�� ' a' iib` 0��.•^ 00 BY OTHERS CONCRETE'®' EXTERIOR FINISH BY OTHERS �issiQNA ?a`�� BY OTHERS(SEE NOTE 1X P(WOOD BUCK BY OTHERS 4ON SHEET 1).. SHEATHING BY OTHER8, 1 w-MIN.EMBED e(SEE NOTE 6 ON SHEET 1) �. WOO PROTECTION(8EE N- /OTE 1 11Y Mitt EMBED. 2X WOOD BY OTHERS 71W MIN.EDGE DIST. r�onucr to=.v�u 71A,BHT;1)BYOTHERS• 1 t iY MHN.EDGE 0187. (SEE NOTE 4 ON SHEET 1) I Aetam VERTICAL SECTION` rb i5 VF.R EC N . ® WOOD PRAMSS BsrRATe H st)BSTRAT. hw- Pmducf 1112"MIN,EMBEDMENT-CONCRETE 1/4'MAX.$HIM161•WtX,4HBd 1112 WEM MENr i,MIN.EMBEDMENT-MASONRY 1 1 2 7. 7 2 3 d 4 1 1IY•MIN.EDGE DISTANCE-CONC. INTERIOR 2X WOW BY OTHERS 2`MIN,EDGE DISTANCE•MASON (SEE NOTE40N SHi;-ET 1) Ile- 71a:MIN,EDGE DISTANCE I cs u CONCREW MASONRY BY OTHERS EXTERIOR (SEE NOTE 4O SHEET 1) SHEATHINGOYOTHERS GuazING DETAIL 1 WOO PROTECTION{SEE NO E 8 2 (ON THIS SHEET) t9 is 16 E gg •` 11A.SHr.i)BY Ol HERS ITER SEALANTBY OTHERS PERIMETER SEALANT EXTERK�R FINISH BY OTHERS e� 66 BYOTNERS ix PT WOOD BUCK 8Y OTHERS WINDOW WIDTH. g(SEE NOTE 6 ON SHEET 1) EXTERIOR FINISH (�> r ° 'BY OTHERS d IZO E N OR n NTAL SE '7 I© z Siwe d 13 1x22"4LASS BITE® � � 7 718.O.A.INSULATED GLASS CONSISTING OF*4s INTERIOR EXTERIOR LAMINATED OIC:fIrANNEALEDtiLASS. Y" �� 9 0.080"SLITACITEPVBINTERLAYERBY'KURARAYAMERICA,"Wt IV ANNEALED CAASS. � �, ® 0.38'`AIR SPACE;'DESIOCANT AMTM STEEL.SPACER OMIOR I/r TEMPERED GLASS tr� 1112"AliN:EMBED. 1 U2`MIN.EMBEOMENt CONCRETE 37E MIN.EDGE DIST A T MIN.EMBEDMENT•MASONRY, 1p 1 DIS.38MO.EDGiw MAXSHIM 1/1MAX.SH N MIN. E 2 ' C p 2 7 •a 1 70 MIN.EWE DIST, g (;LANG DETAIL 1 • lIo6�A!Anwnno,V.E FMriOt P>£.IIQ.iCT�2 INTERIOR lonl;(MASES `a4 EMIBEDMENT +'. 1117 MIN. Q1`a Ni % o d0 3 „ EMBEDMENT E .p J�- _._..��. •" .gyp. CONCRETE!MAISONRY B;Y€}THER3J 2X WOAD BY OTHERS s : (SEE NOTE�,ON BHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET i) �„ ITATE*r. VOID PROTECTION(SEE NOTE: 1IA„&HT,I)8ypTHERS 1 8 2 „ SHEATHING BY OTHERS .,,5'gt ......� ROVER SEALANT BY OTHERS PERIMETER SEAIANT BY OTNERB bi�NAR ix PT WOOL!.BUCK BY OTHERS ® EXTERIOR:FINISH BY OTHERS B(SEE NOTE 6 ON SHEET I) WK*W WIDTH Its k►' E?tTERIQR FINi$H SLY gTHERSJ K Q � �Nfi T�AE�C� �V 1 H0WZ iyT L SEc BILI.ov mht! AL$ tTEMA DESCRtPTTCdi N7A14?RIAL NANIIFAGTU1tBR >s F9100MIK'ET R1O10. 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"..4..'f2 - •F'—*'� AUhLiC1-R�`YitiEp 1.121°-+— i tl a0.Q00 •�' Ya'twthCa¢EIUFJa_ ® REINBfl I ER TAIL7WOOa t}T ..t..tvti 085 1.477 1.885"O,toO 'p"s D.u6o2 4.438°' TYP:WALL THICKNESS O.Ofi2' TYP�LTHICKNES'$4.Ct5: Y --��—•0.170 1�G3 4,914'. 0,526' T -+� �-0.725" f•.-•`•i--1:722" r ® TILT LATCH PIVOT BAR o STEEL-ZINC COATED METALTYP.WALL THICKNESS NA p o 0:69r � Q Q178" - 0.323" 0.559 � 0.315' .205" 0.382" 0.173" R 0 0.168" 0.37T 0.709" 0 0- - 0 746" A1.122" 0.371' 1.908' 2.260 0.368' 2:372" +-- ?� o. Rol 0.e03• 1.oer g 1.012" T-tu0.709' ?0.64,r 0,15r g o Se d ydJ a N y WELDED MITERED g CORNER CONSTRUCTION in 8 i P~J,AW4.0%RE 10 fbM!P.E:Mo 49782 10"O.C. ,��W.3tIAESq �iiy (TVP.) o�4.Q;`�CE/VyTFtiOgGci� 16 6 No 19752 •O ® "STAT1 S;'��O R t0' �..iiS4QNA1 • 1B ®. ®SHIM DETAIL 9 UPT.WOODBUCK. ovucilu nsen .BY OTHER& "ViplWiCng +lAEeila#� NOTE: N,ISomb oz 17iw PARTINO.STOP EXTERIOR PERIMETER ' TO BE SEALED TO IX PT WOOD DUCK ay. WITH SUW 551 BILICONE ® nda t7oDoc1 -DADE . . .. . .. MIAMIo ...... .. ... ..... . . ..... ... ....... .... ...... ...... .trlwtiu:DAD>;cotnvTr,r•I.oxu�A................. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOI'1iC RESOURCES(RER) It 305 SW 26 Street,Room 208 BOARD AND gODE ADM MSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA ivtiviv.minmidnde.2ov/eennmlx Lawson Industries,Lie. 8501 NW 90 Street Medley,ISL 33166 COPE: This NOA is being issued tinder 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 perforin 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 Itas been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. SSCP PTION: Clipped Extruded Aluminum Tube Mullion wl and w/o Steel Reinforcement-L.M.I. , APPROVAL DOCUMENT: Drawing No.LAW--ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILIEs IMPACT RATING-Large and Sma11 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RkNEWAL 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. TERAUNATION 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 NCA 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 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. 12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and_E-3, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMIDADE COUNTY NOA No.lit-0908.U8 G. Expiration Date: May 30,2017 �) Approval Date: November 06,2014 Page 1 Lawson Industries,Inc. . ............................................................................. .......................................................................................................... .................. ........................................ . . .... .. ......... ... NOTICE OF ACCEPTANCE: EVIDENCE SUBM1 1TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underpreviousNOA IsNo.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tribe mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02 T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tribe mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E.Droz—Seda,P.E. (Siibniiited raider previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02,.signed and sealed by Rafael E.Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02--1717, dated 08/27/02,signed and sealed by Rafael E,Droz—Soda,P.E. (Submitted under previous NOA No. 02-050.1.05) Jaime D.Gascon,P.L Product Control Section Supervisor NOA No. 34-0908.08 Expiration Date: May 30,20I7 Approval Date: November 06,2011 L-1 Lawson Industries,Inc. NOTICE OF A:CCEPTANCE...........EVIDENCE SUBAUTTED. ..................,................................... B. TESTS (CONTr1V1UED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with harked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted underprevious NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90 inch span mullion and a 45--inch high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. 171,4383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with TBC-2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12, prepared,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t1i Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as .a for profit corporation, active and organized under the laws�of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufact ler, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J.Sotos,P.E. (Submiited under previous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.08 Expiration Date: May 30,2017 Approval.Date: Noveinber 06,20t4. E-2 Lawson Industries,Inc. ... _ _-.....NOTICI✓OT ACCLPTEI;NCI;, { { EVIDENCE SUBIWITTED.... .._ ............. .. ........ __ _..--.. _ .-. - -.. T. STATEMENTS (Con'rmmurm) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-47.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20110,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.10-0610,02) _ 6. Laboratory compliance letter for. Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI 02-1717, HETI- 02--1718, dated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz—Seda,P.E. (Subziiitied iiiider p)-evioris NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s I+TI.r--1376, dated 01131/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P. E. (Submitter!mrderprevious NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement—L.M.l.", approved on 03/29/12 and expiring on 05/30117. Jaime D.Gascon,P.E. Product Control Section SoperVisor.. NOA No.14-0908.08 Expiration Date: May 30,2017 Approval Date: !November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT P CLIP ANCHOR/CLIP ANCHOR AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE GLAZING / COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o PRODUCT HORIZONTAL MULLION o q 3 RECTANGULAR ALUMINUM TURE MULLIONS ANCHOR CLIP HORIZONTAL MULLION USING MULLION PROPERTIES ON Y ;7,m E ry GLAZING '> PRODUCT a_ " + o C + n GENERAL NOTES: m Fo THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 �M.. Y~ flEOUTREMFNTS OF TFIE FLORIDA OUILOINC CODE 20T4 EOITIpN INCLUOIN +�c�l HIGH VELOCITY HURRICANE ZONE (HVHZ). MULLION VERTICAL II �o= A Zo MULLION 2.ALL GLAZING PRODUCTS USED PATH THESE MU ONS MUST MEtT THE r��yaa iLvs o 3 APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD,WATER los gL ie INFILTRATION,FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. z II 3. MULUONS ARE APPROVED FOR IMPACT AND NDN—IMPACT APPLICATIONS," :d GLAZING GLAZING GLAZING D dz H GLAZING INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. k W _ PRODUCT PRODUCT PRODUCT s(A PRODUCT 4.WOOD BUCKS 8Y OTHERS,MUST BE ANCHORED PROPERLY 10 TRANSFER a S LOADS TO THE STRUCIURE. E d5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS D w EUBEOUENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y LANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS . M ARE NOT PART OF THIS APPROVAL ® or 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED UI DESIGN OF N o a 6 WOOD ANCHORS ONLY, 14 6 Wl W2 W3 B. MATERIALS INCLUDING BUT NOT UNITED TO STEEL OR METAL SCREWS, W THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REOUIREMENTS OF THE 2014 FLORIDA BLDG.CODE-SECTION 2003.13.4. N WIDTH (W) = W1 + W22 + W3 MULLION & CLIP NOTES: Q 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 1._q z X333 2 OF 10 FOR DETAILS AND NOTES. �{ ANCHO ANCHOR/CLIP . REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET _ _ 4 OF 10 FOR DETAILS AND NOTES. 4 ul GLAZIhIG ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 19 8� PRODUCT ��. 3 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VE MURLLION } ` 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. P + n REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS r 9 9 � GLAZING GLAZING PRODUCT PRODUCT �in GLAZING 1 GLAZING It z z PRODUCT PRODUCT o z N j 3 L k l 1 ANCHOR/CUP MUL Lm -KLION , 2 < m $ ANCHOR/CLIP VTIC W1 W2 W1 W MULLION SPAN1ni 19LODUCT RRVISGD x., ,•••;• �'•,'_' TH (W)':— Wl + W2 W1 + W2 4t NmP1YfnO who t1 D1R411da 'r;> WIDTH (W) — Dnm6u13cnac C 08 OS 34 2 2 all AcccDhluN TlU `�/(l p TYPICAL MULLION ARRANGEMENTS ,tiora(�.•adaNmductGOnttul a TVP.- [-.12S 0. C4 Lj4400 yr— 3.00a 3462 3.11011 its T .5-0 r— 1.4n5 1 1.73 2116a m 2 X 4 FRAME ta 2090 4.500 STU, Tug tryy o 2X MULLION CUP 6003-16 lieu 1.00' ASO— -10 .070 {,062 -1.108 z r.030 0 NOTCH I X 4 1 x 3 1 x 3 1 x 2 1 x 2 tr OPTION& 520. TUBE CUSTOM MULLf CuSjDM MULLID L) CUSTOM MULLIO CUSTOM MULUD 606346 6063-16 6063-176 00113-To C063-IR NJ x: 2.070 In! lxx: 1.000 In! lw. 0.950 In! lxx: 0.370 lr� lxx: 0.330 fri! Ix tn 0 Sx.. 1.035 I'a Sxx: 0.667 int Sxx: 0.633 Ini Sxx: 0.370 tns Sx)r 0.330 IT? z (FLANGE FRAME) (FIN FRAME} '(Fill FRAME),,,n,rREB, GE FRAME) H STANDMO TUBULAR SKAPES plyfill 101111131 4 0. TYP.WALL-A25'ALL C101 04 ALLOY.6063-76 5 pIrA on. "ID .75n. YYFICAL r GLAZING PRODUCT -1.000- 124 If I DELI. uci I L f 1,000 2.1790 JES- 2.250 L rMs 2.000 jj�j T'— I t15 -I I . 7 Vpi 425 L —4.500— -�4 3jaco-4 4.01204400 n+LIT I_3 ix IJULLION C1.1 LU 1.1 -D T6I X 4 1 x 3 1 x 2 MULLIONS CONTAINING TU SIO. ]MBE MULLION STD, 1URE mULUC, TYPICAL.GLAZING PROD UC 2 X 46963-iG c9113-TD 6063-TO NOT I lxx* 2.070 1 1xx: 0.950 Iw 1xx: 0.330 in! OPTION HORIZONTAL_2R_yERDg& L Sxx: 1,035 Sxx: 0.633 trP Slim D.330 in. SID, TUBE MULLIOI LION b SEE WINDOW OR DOOR APPROVAL FOR 6983-16 6063•^76 rd FASIVIERS SIZES AND SPACING 1xv.8.280 Tn4 lxx- 2.984 1-1 Sxx: 2.760 ins Sxx; IA90 ins RLC16HQMR ALUMINUM TUBE MULLION CLIP, LENGTH USING M _Uj,LIOI4 PROPERTIES QW MULL USE CHATTIS-AUS GWNS AS FOUZ4. TF -SE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT I I x a 1.688' FT AND CAN OC USED WRIT ALL LAWSON'S MIAMI-GAGE MULL X IMPACT PRODUCTS. I x 3 21688, STEP I DETERMINE DE51GII LOAD REQUIRED FOR PARTICULAR OPENRIG COUNTY APPROVED IMPACT AND NO14- ,9JE2_2 USC=Ap&%VTE 'IS MErnNO ARM LOAD 688, Oro CLAZjjjG PRBDVL FIX 4 3. NOTCH 2 X OnORAL I STEP USE CONNECTION 10 MULU(Ni AS PER PRODUCT L: 2 X 4 I APPROVAL -.1m Mill. 2 X 6 2±pFj' STEP SPECIFY mIMUL]Smkl SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET C_ USjtjo 0MYS Oil SHEET 3 OF tO SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT 57.P yXii DESIGN II&TI113 MOPE TLWI DESIMI I=SPECiRED STEP I MOVE 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. 114 HORIZONTALLY. 2.WHERE ANGLES ARE NOT FIT SNUG US NO RICIICR TYPES 0 SHEET 0 THIN)9 AND A14DWR CHARTS ANGLE CLI "AL cgrrp .111, RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION EA INTO TUBE MULLIONS, SEE OPTIC SHEET 0,SELECT ANCHOR TYPE WnH QESIrN ARRANGEMENTS OR STACK CONFIGURATIONS. ORE TNALJ THE OrgiCif LOADS SPECIFIED IN STEP I AUM ANCHOR DETAIL AT SHEET 9 OF 10. L r�5 3 LA) TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width(w) MULLSPAN 7X2 1X3 1X4 2X4 2X6 Wldlh(w MULLSPAN 1x2 1X3 1X4 2X4 2X6 Wldlh w MULLSPAN 1X2 1X3 1X4 2X4 2X6 7D 150.0 150,0 160.0 1 150.0 150.0 8 28.3 81.5 150.0 150,0 150.0 18 - 19.3 42.1 60.5 150.0 o z 24 i160.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 105.5 150.0 150.0 30 25.2 36.3 100.9 " y 36 102.5 150.0 150.0 15110 150.0 36 40.7 06.8 127.8 150.0 36 21.0 30,3 64.1 I'^n� � � E 42 87.0 '150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.0 72.1 P a 48 38-310" 76.9 150.0 150.0 150.0 150.0 40 74-114" 30.6 68.8 95.8 150.0 48 120" - 15.8 22.7 63.1 0 ,. q P ti 64 68.3 137.8 1611.0 150.0 150.0 54 27.2 59.2 85.2 150.0 54 20.2 68.1 3 W M y In 60 51.5 123.0 160.0 150.0 150.0 60 24.4 63.3 76.7 144.2 Go 18.2 `50.5 z c o Tn �. 66 65.9 112,6 160.0 15D.0 150.0 86 22.2 46-4 69.7 131.1 912i 16.5 45.9 r 72 51,3 103,2 150.0 150.0 150.0 7Z 20.q 44.4 83.9 120.2 15.1 42.1 �,s k7B 47.3 95.3 150.0 150.0 150,0 7D i6.B 41.0 59.0 11119 - - 38.8 m a to c t8 89.3 156.0 150.0 150.0 150.0 18 58.3 122E 160.0 150.0 10 31.6 45.5 120A 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92,0 132.4 150.0 24 23.7 34.1 &1.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.8 105.9 150.0 30 19.0 27.3 76.0 Ca w 36 44.8 118.6 160.0 150.0 150.0 36 28.1 61.3 _ 88.3 -__150.0 36 15.8 22.7 63.2 z 42 - 38.3 101.7 160,0 150.0 150.0 42 24.1 52.6 W75.7 150.0 42 19.5 54.2 E 48 60.618" 33.5 89.0 145.4 160.0 150.0 48 84" 21.1 46.0 60.2 140.0 48 132" 17.1 47.4 54 29.8 79.1 129.2 15U 150,0 64 18.8 40.9 58,8 125.2 54 16,2 42.1 z In 60 28,6 71.2 116.3 150.0 156.0 eD 16.9 36 8 53.0 1127 60 37.9 o B fib 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 - 34-5 a 6 72 22.3 x59.3 96.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - 31.8 c ¢ 78 20.6 54.7 89.5 128.8 150.0 78 - 28,3 40.7 B6.7 70 - - 29.2 1B 62.6 150.6 150.0 150.0 150.0 tB 37.7 82.1 118.3 159.0 1B - - 24.3 35.0 D7.4 j 24 46.9 135.1 150.0 150,0 150.0 24 26.3 61.8 B8.7 150.0 24 18.3 26.3 73.0 t 30 375 108.1 150.0 150.0 150,0 30 22.8 49.3 71.0 150D 30 - 21.0 58A N w 35 31.3 90.1 160.0 150.0 150.0 36 18.9 41.1 69.1 143,8 36 17.5 48.7 O 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 - 15.0 41.7 48 W 23.5 67,5 114.7 150.0 150.0 48 .96" 30.8 44.3 107.8 40 144" 38.5 54 20.9 60.0 101.9 148.8 150.0 54 27.4 39.4 95.8 54 - 32.5 60 18.8 54.0 81.7 1321 150.0 60 24.8 35.5 88.3 60 28.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 70A 66 20.0 S o y 72 15.6 45.0 76.6 110.1 150.0 72 20.5 29.6 71.0 72 24.3 70 - 41.6 70.6 101.8 160.0 78 - r 19.0 27.3 66.3 78 22.5 3 o 18 46.3 133A i50.0 150.0 150.0K42 28a 57.7 83.1 150.0 18 31-11 88.1 ,� 222gg gg 24 34,B 100.0 150.0 160.0 150.0 19.9 43,3 62.3 150.0 24 23.3 84.6 z +r n S M 30• 27.8 60.0 150.0 150,0 - 15.8 34.6 48.8 136.3 30 - 18.6 51.7 36 23.2 65.7 150.0 150,0 - 28,8 41.5 113.8 36 - - 15.5 43.1 42 19.9 57.2 1 D7.3 150.0 150.0 24.7 35.8 97.4 q2 36.943 63" 17,4 W-0 93.9 135.1 150.0 10821.6 31. 85.2 48 150" - 32.364 15A 44.5 83.4 120.1 150.0 19.2 27.7 75.7 I 54 28.T60 40.0 75.1 108.1 150.0 17.3 24.9 68.141 60 25.8 z" 66 - 30.4 60.3 66 88.3 150.0 66 15,7 22.7 62.0 23,5 72 33.3 67 90.1 15(1.9 72 20.8 56.8 72 21.5 S A 70 B 67.8 1 83.2 1 150.6 1 78 1 19.2 52.4 70 19.9 a K HORRDIITAL MULLION ctAZINo TYPICAL MULLION ARRANGEMENTS vem1CAL PRODUCT . MULU014 AROHCS TO 8E IRSCRIDED INSIDE RECTMIOULAA SHAPE �i ',••:.. .. I% ' GLAZING GLAZING j Q .�t��c^`�PRODUCT; PRODUCT PRODUCT �a MULLIONS RATED IPI THESE CHARTS MAY BE ORIENTED T'RonucrtcDvts9n ^�a; ? ;t\ �Ln a uic"nydYlnG�rilRlhuPlutidn o .;`'•: VERTICALLY OR HORIZONTALLY. DuRdin,Cadc GLAZING GLAZING AttgNnncc INTERPOLATION BETWEEN WIDTHS ALLOWED E�pimthnfy` ��Z36L�/J9� I PRODUCT PRODUCT ) wl w2 WIDTH :(W) = W1 + W2 Iii�mlT7adcPmduslCtiTD11D,�• f"1unu1+lj4�Laa MULLION SPAN 2 a LG90-- •�- .125 1.000 -- .0627 AL1 b06 7t2 "D° iB .196 TTP. _- ^{I II^ 1500 .185 .06 I I .lam - .680 •• T- .res 0 4 z 3000 y tM 1.405 - 1A06 1.732 M,p ,� 1A00 7.000 DS �if O L5 W o STD.XTUBE a8°°3.62s 3.DD0 2bOB 3.aoD 3.°62 m 5 0 Y TTPICAL i- VIGO WINDOW FFAAE _ fn tj tt Tn 2X MULLION CLIP I 1 z O 0003-TO •1D©r 02 .156r iD2 F-•I.OaD-i 5 a 4 2 X fi 4-tA62-I �,f�2 1 X 3 t.l6e a I •L• OPn�IAL 'L• 6.000 5T0. TUBE 1 X 4 STD. TUBE AIUI.LION 1 X 3 � MULLION 1 X 4 STD. TUBE ASULLION 1 X 3 0003-16 CUSTOM MULLIO Z. ./ CUSTOM IA II I IQN W GOG7-TG DDO3-TO C�IISTM MULLION 6003-T8 6063-T6 In: 4,709 in! 1.: 4.709 Ind o I 68 in4 Ixx: 2.158 ink Ix): 2.218 inkxx: 21 Sxx:.7-355 ink Sxx: 2.355 in� SSxx: 1.445 in. Sxx: 1.479 nxx: 1.445 nU z i 2A110-moi >> a o • (fIAHCE FRAME) (FLANGE FRAME) (FIN FRAME) STANDARD TUBULAR SHAPES ,j TTP.WALL-.125'ALL 459�� UI C ro I' ALLOY a 6003-TG a ,750 .i TYPICAL H „az 4J U G GLAZING PRODUCT rn ,IBD 2.CDO U 2A00 .125 2.250 L00° �IS25 AAW 1 �M 'I 6.030 012*O,C. 4500 GADO .125 FF ti M IX MULLION CLIP 3.Do0 e,90° a62g zi, a 6oG3-TG MULLIONS CONTAINING 4 NDrtH L,A TYPICAL GLAZING PRODUCTS 64x5.+ o oPnoNAL HORIZONTAL OR VERTICAL rrcoDUrrn6v+se0 w w1uplyfO6 MITI Lila 190rt6O � SEE W7HDOW OR DDDR APPROVAL FOR 2 X 6 2 X 4I'll p CnJc _ FASTENERS SIZES AND SPACING Aceeplmme p c STD. TUBE MUI.LION STD. TUBE T M I In WIOn❑1 _ 6003-T0 OOG3-7o Y Ixx:19.648 In! Ixx: 7.649 in! 0 CLIP LENGTH Sxx: 6.549 0 Sxx: 3.825 0 rrr n110Pm0u4WDi1Ol 1 y ,4� RECTANGULAR ALUMINUM TUBE MULLIONS HULL „L„ INSTRUCTIONS: USI14G MULLION PROPERTIES ONLY USE CHARTS AILD GRAPHS AS FOLLOWS. STEP 4 DETERHOIE DESIGN{LOAD REQUIRED FUR PARTICULAR OPENING, THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 3 2,68R' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE o STF•P 2 USE APPROVED GLAZING PRODUCTS IEEnna An MT LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. II0TCH 1 X 4 3.688' REOWREMETRS. OPIIOrLLL 2 X 4 USE CONNECR011 70 MULLION AS PER PRODUCT In� `,.J',• '1 „; 3,b88' TLP RUSE �q"• _ tii A25 MIR' _? X 6 5.688' STEP d SPECIFY MAXIMUM SHIM SPACING, 1. REFER TO THE GENERAL NOTES ON SHEET z6DD USIRRG CHARTS ON SHEET 5 OF 90 SELECT MUIUON SIZE I OF 10 FOR BUILDING CODE COMPLIANCE, e _ Ll 1.ALL CUPS AND ANGLES ARE TO FR SSP 5µ71H DESIGN WINDMOPE T1W1 OESICN LOAD SPECIFIED2• MULLIONS MAY BE ORIENTED VERTICALLY ORSNUG INTO TUBE MULLION1N STEP f ADovE. AN F clip 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES DN IMSHEET 6 THOU 9 AND ANCHOR CITS HORIZONTALLY.. w I 1 6007-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 86 ON SHEET 9,SELECT ANCHOR TYPE W911 DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION u fff I--2AOO--R ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED DI STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. q J STEEL REINFORCED TUDE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w. MULL SPAN 1X3 !X4 2X4 .2X6 Width w MULLSPAN 1X3 1X4RX _ 2X8 Width w MULL SPAN 1 %3 1X4 2X4 2X6 1$ 150.0 150.0 150.0 150.0 10 1 50.0 150.0 150.0 10 44.0 95.7 150.0 150.0 o x 24 150.0 150.0 150.0 150.0 24 139.5 150.0 160.0 150.0 24 33.1a 71.B 110.6 33D 150.0 6 150 0 150.0 `'150.0 150.0 34 111.0 15o.0 150.0 30 26.4 57.4 @3.2 150 0 60.0 '° y 50.0 `150.0 30 93.D 150.0 150.D 36 22.0 47.8 77.7 1 0.0 M� E 42 150.4 t50.D 150.0 150.0 42 79.7 150.0 150.0 42 !$.0 41.0 66.6 150.0 a �+48 30.318" 150.0 160.0 150.0 150.0 40 74414" 69.7 150.0 150.0 40 120" 18.5 35.8 58.3 140. rn�N qq � �n 54 15D.0 150.0 160.0 150.0 54 62.0 134.6 150.0 150.0 64 - 3!.0 51.8 133.! 60 150.0 160.0 150.0 150.0 60 55.8 121.2 i5D.0 150.0 60 28.7 46.6 110.8 z N 66 150.0 150.0 154.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.0 _ z c Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150-D 72 23.9 38.9 90.6 TO 160.0 150.0 150.0 150.0 42.9 93.2 150.0 150.0 70 ig 22.1 35.9 92.1 O a 18 150.0• 150.0 160.0 150.0 18 -128.4 150.0 150.0 150_D in 33.1 71.9 116.8 150.0 `2 Z4 150.0 150.0 160.0 150.0 24 95.3 150.0 160.0 150.0 24 24.8 53.9 87.0 150.0 16Do 150.0 150.0 150*0 30 1 77.1 0 150.0 150.0 30 19.9 43.1 7a.i 150.0 w 33 36 160.0 160.0 160.0 150.0 36 04.2138.,5 160.0 160.0 36 16.5 35.0 58.4 150.0 y� v 2 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 126.6 40 50.618" 150.0 150.0 150.0 150.0 40 84" 48.2 104.6 150.0 150.0 48 132 27.0 43.0 112.5 a Sd 150.0 150.0 160.0 150,0 54 42.0 93.0 150.0 150.0 54 24.0 38.0 100.0 80 150.0 150.0 150,0 150.0 80 38.6 83.7 135.9 150.0 fi0 21.6 35.0 90.0 o 66 147.7 150.0 160.0 150.0 88 35.0 78.! 123.6 150.0 66 19.8 31.0 81.8 r, 72 136.3- 150.0 150.D 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 750 r�1 A, 70 124.9 150.0 150.0 150.0 - 7D 29.6 04.4 - 104.8 150.0 78 16.6 26.0 60.2 4N i0 150.a 160.0 150.0 150.0 t0 86.D 550.0 150.0 150.0 18 25.5 55.4 89.9 15x.0 A 24 150.0 1500 150.0 _ 160.0 24 6d.5 140.! 150.0 150.0 Z4 10,1 di.5 07.5 X50.0 30 150.0 150.0 150.0 150.0 30 51.0 112.1 150.0 50.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 154.0 36 43.0 93A 150.0 150.0 36 - 27.7 45.0 115.5 � 42 150.0 150.0 150.0 150.0 42 38.9 80.1 130.1 150.0 42 23.7 38.5 99.0 p 48 67" 150.0 150.a 150.0 150.0 40 96 32.3 70.1 113-8 150.0 4B 144" 20.0 33.7 86.6 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 160.0 150.0 150.0 66 23.6 51.0 B2.6 150.0 66 15.1 24.5 63.0 3 3 72 102.8 150.0 150.0 150.0 T2 21.5 45.7 75.9 150.0 72 22.5 57.8 u IN 78 94.8 1 0.0 1 0.0 150.0 78 10.9 43.1 .D 150.0 8 20.8 3.3 18 150.0 160.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.0 150.0 a 24 150.0 150.0_ 150.0 150.0 24 45.3 98.4 150.0 150.D 24 18.9 36.7 58.7 1500 ' 30 150.0 150.0 150.0 150.0 30 30.3 78.7 127.9 150.6 30 20.4 49.7 36 150.0 150.0 150-0 1500 36 30.2 65.0 105.6 150.0 36 24.5 39.8 102.2 _ r 42 130.5 150.0 150.0 160.0 42 25.0 50.2 91.4 150.0 42 21.0 34.1 07.6 4 o c 40 63" 114.2 150.0 150.0 150.0 40 100" .22.7 49.2 70.9 150.0 d8 15D" 18.4 29,8 76.0 5 54 101.5 150.0 150.0 160.0 64 20.1 43.7 71.1 150.0 54 18.3 26.5 1 08.1 60 91.3 150.0 150.0 150.0 ur-"- 10.1 39.4 04.0 150.0 60 23.9 61.9 x m 66 83.0 154.0 150.0 150.0 15.5 35.8 58.1 147.0 fib 72 78.! 142.4 150.0 150.0 15.1 32.$ 53.3 134.$ 72 - 19.9 51.1 ` 78 70.2 131.4 150.0 150.0 3D.3 49.2 124.4 78 - 10.d A7.2 t NDarzomaL LIilLuott_ cLAPRODUCT zutc TYPICAL MULLION ARRA14GEMFNTS yIy ;1'i.';'• uULlJ11 ARCHES 10 DE Itt$CRIDED �+,jo'� re•e t" ..,• i" GIJ INSIDE RECTANGULAR SLW'E ��y: .M1 •, •.+ N 4i.•. �.".''.. d cLnzyNc Duzetc o NOT rNonNCTREVISED 4 MA21NT OWING 3 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED „�,,,y yy1„Hyvte,Ii.FImtdePRODUC ��' ` _ r•> -7 Su9dinuCadc _ ted•' �I VERTICALLY OR HORIZONTALLY. ��0�. G� rLOIN8 GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED) pittjil"�b r? PRODUCT PRODUCT Py °�/FT o 2a� � .By - •:. wlorn (w} - WI + W2 �tinmll)adai4odneCanuul Wt W2 MULLION SPAN 2 5/16•IAPCOI4S 5/16"TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1—s 2.14111.WOOD PENE€RATIOIt / :2-3/16" CONC OR / j 1—Ij2`Mlti.WOOL PPER A TGNt EDGE DST. 2 PER CUP(1 all EACH WHO) I PER u1CLE 4" OLLO L CIC 5/IG`TAPCONS 5/16•TAPCOttS 1-3/4'MIN,EMBED III iiO MASONRY 1-3/4-MIH.ELUDED 11170 MASONRY p O W 4 PER CLIP(2 DH H VAHG) 2 PER AHOLE p a MIN. I i S rn 1y+3 z 1314 a 15 I 1 1 12E rA gF ii2x22 B IX rIGAIING CLIP t t ALUM AND ± t BY 1 t 2 x 2 X f/6' t Yt04D DUCK i ! u t -------•------ WOOD BUCx - ix 1LOATItG CUP 7 t ALUM MOLE 1 1 I i I I I I i I A t a ,�E'�. A E- 3/4" 3/4" MIN• s/ss TAPCONSiANCHORS TYPE rD' (INTO BLACK z EDGE DIST. r-1/2'MID-WOOD PENETRATION 7 1 PER Al ��ANCHORS TYPE. G, (,INTO CONCRETL) � 4 ANCHORS THRU 1X BUCK ❑ TA AL CLIPS AND ANGLES TO FIT SNUGw INTO 13E MULLIONS. INTO CONCRETE OR BLOCK (n o iy 1"x4" & 27W MULL W to TAPCO (AY BE HEX OR FLAT HFhO, H ty MIN. EDGE D a r , t 2--3/16" CONCRETE OR �I 4" HOLLOW BLO, 5/16'TAPCONS 5/t6'tAPGGHs I i t 1-3/4'MIN.EUBED IMO MASONRY 1-3/4'MRI.EMBED IMO UASON1(Y A i t 2 13Y j I 2 X 2% 1/6' 1 PER CLIP(t Ott EACH WING) 1 PER NIOLE 'y ' WOOD BUCK I I M.UU ANGUE �',"•1( ya I t ALL CLIPS AND ANGLES TO FIT SNUG ALIERtU]E INTO TUBE MULLIONS. NtCHO ft LnrAnots TAPCONS MAY BE HEX OR FLAT HEAD. L I 1 I m 4 ANCHORS TYPE A 2 ANCHORS INTO WOOD sRY 2x2xt/O' R ��•'- WOOD BUCIt 1%ADARNO CLIP. ALUTA AIM 5/16'TAPCOFIS 9/15'TA*C0tt5 M d tr 1 1/4" 4dtN, t—tjY l/tl.VtO60 AEHETIWttOtt 1-1/2'tiles.VIOOG PENE11RATION 1 I i i I u u E .GE DI 4 PER CUWIN P(2 DtI EACH O) 2 PER AHCLE 1 s s m z x ANCHORS TYPE 'C' (INTO BLOCKI Al. In z ANCHORS TYPE 'Fr (INTO CONCRETEl :- 2 ANCHORS THRU 1X BUC)tI}iurttttr INTO CONCRETE OR BLOCK tt };;'?•, L 3 1 1 1..2%2% t�B' / y etrr"I•••;' ZE ------------.- FLOATING CUP 1 1 ALUM NIGL 1 1 _ Ct �.•hr �R i 2 sY r 1 14 i i oImUICi}6tEVIMIIA�eFIll�ldu (� /•••� N � i wtwD Haut r ' / 1 1 °�" r'---------J BvlIdP IB cDJ^G� /'1�1' Q�.J.t✓� � ~�`� .• - ANCHORS HYPE B ALIERIIAIE ANCHOR LOCArinti NimnlOatkPlnJuclC11n1161 4 ANCHORS INTO WOOD %+;t:;.::'�'• Q F3 i MIN. EDGE DIST. 5 T5'tAFEal+v MIN. EDGE DIST. I 2-3/16"CONCRETE OR ttIo,�1 2-3/16" CONCRETE OR 1-O/4'LAN.EUREO ONO MASONRY 4" iOLLOW ELL GK o +!° NOLLOW BCO K %PE0.CUP 4!JON EaC1!4YtNG) 5116'TAPGOIiS 5/10'TAPCONS 511V TAPCONS 6 vy 3 1 4 1_,!4'MN,ELIDED OITO MASONRY I-a/4'NOt.ELIDED INTO MASONRY 1-a/4'WFL EMBED INTO JJASaN lY o C4 MIN. / I PER ANGLE 3/4� 1 PER CUP(2 Ott Ei1CN 4ING) 2 PER At7GLE w n a MIN. t, M m y x •r• •��''I �2 •I„ .r.•.I•i .r'. •'1' .,yam 1'�` CJ� G 1 lt•. Mj 'I, .S•' .1..� '1. :•t. I :7, •.f 1r.M •i' 'J`r 1T� I« {. 1. mC� t• i i CONCRETE OR 1 1 It 1 CONCRETE OR 1 I m 5 a O L_� CEuENI BLOCK 1 1 'X 2 X FID' CEMENT BLOCK I t 2 X 2% --__---_ CCuGRELOLDCK '' I I ALUM ANGIE 1 -- -_-......___ I ALUM ASICIE ry 1 I is 1 2 7/16 I I i ! ! I TLOATOIG CUP J i t fLOATNlC CUP i ! i I t ! 1 t MIN. l I I 11 I 1 1 t 3 IN. MULL MIN. /��,} p `•: ANIs CHORS TYPE 'D' (INTO BLOCS) ANCHORS TYPE 'C' (INTO BLOCK) W a ' ! ! ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) S i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK t 1"x4" b. 2"x4" MULLS N w ; ALTERNATED' ANCHOR LOCATION 7 1 uuu I I t j i I i FLOATING CUP Ir_ ^ry IL CONCOEIE oO CEMENT"BLOC ; !1 i i ia "q If z' it 1 '1 'f ... +�• .• 'n' Y ,,,« � t J' .. I� . � �..+•1 - I••.fit"•'i.i+ .I. 'L d 0'TAPCONSLf t ,•i,• !. I _ MY •->. is r 't' u • IN70 MASONRY I2 '• (I Ott EACIf WING) � •j 5/i0'TAPCGNS I I 1-0/4'Intl ELIEEO INTO MASONRY 4 i < I t t /~'2 PER MANGLE 4 PER CUP(2 Ott EACH WIG) 'AE I i i 111 •- :, rTWAI CLIPS AND ANGLES TO FIT SNUG N O TUBE MULLIONS. _ CONS MAY BE HEX OR FLAT HEAD. •+~�'e� ^',-=i.,.,,� _ o0cr 'VtSED t i 7• .x •.1. _, � Pis DISH C FWcLIq �.-�^-� /'� all It f'7 { 17"`f.�...J 1 •.,,�`- . CUPS OR ANGLES CONNECTED OIRECT�Y TO MASONRY TO BE PROTECTED Acaptmn hn ��1,✓Q �s •�': ? M t WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR [apha!!o Ua 7 — WATER-WARE METHACRYLATE LACQUER, r �ZL� "rte J slit•TAPCOttS 1f;3 4'LIN.EMBED ' IvtEai017AOaT`tOdt1GY COOtta \ p IlITO I,USOIIRY-t PER ANGLE MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" s/la tAPcods 4" HOLLOW BLOCK 3`3/1" 5 {=1 01.EMaco arto UAS014V a MIN. i-s/P MIR EUaiO tN7Q LU50l1RY l�lN. 0 r4 { PER CUP(2 ON TACIi WaiG) {PEFf CUP(2 ON EACH Wtt;O) CLIP LENGTH t t w e w MULL 2 X 4 3.688' z 44r 2 X 6 5.688' z V�17 iuy 2X6 MULL Spv TAPCORS "t.,t WOOD OUCH 2XG MULL + n 1-3/4'M;If.EMBED tNlO tA756RRY \ 5/tG'TAPCONS {PER CLIP(1 Ott EACH WING)' `- -- I-7/{"MIN.EMBED 111T0 IU5011ftY y t------"--- ..« I {PER CUP(2 ON CA01 WANG) a < L4 MIN. -------------------•---•----- 1 3/4" i- c t I r MIN. 3/4" I• 2XG MULL O iNN+ _ CLIP L7NGTFF 24 NULL 2XG MULL •, ^ `w r 2 X 4 3688' G=------ �.• (r a ti 'I �•.• Sv 2 X 6 5GR8' \2 5 G 3-3/4" MIN. e a ANCHORS TYPE IE' {INTO BLOCKS ` 3 a 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG i INTO TUBE MULLIONS. gNCHORS TYPE 'H' {INTO CONCRE E1 WOOD audit A140HORS TYPE, 'E' +41NT0 BLOCKS TAPCONS MAY 8E HEX OR FLAT HEAD. 4 ANCHORS tABU IX BUCX v o ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED OIRECILY TO MASONRY TO BE PROTECTED INTO XG'CONMULL SH BLOCK 2"X6'MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITI1 AL!(ALI-RESISTANT COATINGS, SUCH AS.BITUMINOUS PAINT OR 2'X6'MULL SHOWNWATER-WHl1E MLIHACRYLAIE LACQUER. g z a p� k a 4 tttttuu^rq r • .+� .r''?�:err. PRODUCPRUVISrO afrnugdyini;wlNiihaP add6 •' Ifuil�In1�L'ndu /1 D( ('�Q � � - 1'•ri,}�.. htt:mato Ma 1 !/J/�"v✓(�] EE�Q4ww�'`•X-' .. 1 t.td-- F N1FAgRlTna:Ptaduct Comm MIN. EDGE DIST, a/16* 2-4/16" CONCRETE OR 1-3/4',UIN.LUOEO 1970 UASGURY J-3/4' CLIP LENGTH 4" HOLLOW BLO K 4 TDTAL(2 ON EACH WHO) MIN. MULL "L" Ck rn to I X 2 to go 3 z 2.688,I X 4 c 3,608' R X 4 L 6 B.680 2 -7/16" i i i S AND ANGLES ARE TO FIT MIN. P 104S. —20 2.6 C 'n r2ALLINTUO TUBE X 2 X 1(4" LJ Lji AUJU ANGL 7- WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR iDETAIL AT SHEET 9 OF 10. f 14 SAES. 011 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1110E MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR VIAIER-WHITE METHACRYLATE tACaUER. MNN tj MIN. EDGE DIST, 2-3 16' CONCRETE OR jt2 F.H.r�U.S.--, 4 2/LIDE I'/ 2/5 Or Iya*im A ALUM Ct Urt CIS tEntall To fly SM INTO UUUIOH i TUBE UULUQN WOES VAY BE NOTCHED AS"ar SHUupXII TO ALLOYI INSTALLATION tcANGLE LOCATION OF SCREWS CONNECTING • CAULK=Rr AFIER ASSEMBLY ANGLES TO TUBES WHERE ANGLES 014 R BUS 2 P CUP ARE NOT FIT SNUG INTO TUBE ACCESS HOLE I- r D.C.MIN. MULLIONS. UT 1 11 L- --------------J 5/16-TAFCOHS 114 BUS-,/ 3- 1-3/4'MIN.EMBED INTO MASONRY 4 PER AHGtr PER ARCLE ------ ------ ----- 2 X 2 X I/Il- IN]!;SCREW CAR BE 112 Fit Ems DIRECTION ALUM A14GIL INSTALLED IN EITHER I Z PER C�P I-B.C.MIN. y IF 1-3 3�4'X 2*X 11�aa:OFORC201Y 1UOE) 4.X an It Y r x ALUM SURE}0 CUt 70 FIT SHUG INSIDE TUBE %loni" A-A ------ ANCHORS TYPE ACCESS ---- -I --Lr E DiS A �4"HBE EN SEj METAL TO METAL CONNECTION 0 USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION PROOUCTREVI9E0 ALL CUPS AND ANGLES To FIT SNUG INTO TUBE MULLIONS. ��010- MIN. 1 � TAPCONS MAY BE HEX OR FLAT 1 3/4- OPTIONAL ANCHOR DETAIL MIN. 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U+�V_>. m Y N L 4 W O N g o 8 0 N b V O� Ngo N !-I S O S 1;{O S ao N m+Ca f�V H O—6 �— ::t•• �a'; anLL+n Xfue tws sheet ]® T 4{ '•� fff 1 q©J/ asol W.W. so sr. • _ 'n•-awrs°d data.r-the FbC-M MEDLEY, FLORIDA 33165 '();ti NI7'iJS3•RI S. INC. PH No. (305) 696-8660 ,' 0F• 1 W .�. - .S •!•:' `�� AUNUFACTURER OF QUALI27'ALUAlINUAf FINDOIrS AND CLASS DOORS a'..w Bw aw a.• N,E7LtZ0 04 C7 10 ALUr1Slh7JM TUBE MULUONS ' •'�: .r:::c. e..wa av: aw a.a..i �� N.EP.A20 oeiol 1� CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE_1-_.�F-�,� n.wao t...r r.°m rl'a"�""✓'.."""0"1'. "`w"°m'�"r LAW-IM-1001 � 1O OF 10 .R-