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HomeMy WebLinkAboutProduct Approval ITT M R 1918 Corporate Drive 071 E 0 W S Boynton Beach,FL 33426 WIN Ph.561-922-6747 Fax.561-292-3562 Property Information Building Information Owner: Charles Miller or Barbara Daume Wind Zone: 170 MPH. Address: 8290 SandPine Circle Exposure Category: C Port St Lucie Fl 34952 Minimum Building Dimension: 59 ft. Mean Roof Height: 12 ft. Risk Category: 11 Design Pressure Calculations. Device IF Max Positive Max Negative Opening Location Device Device i—ve Number Zone Width in Height(in) i&h( J Elevation(ft) L Pressure(t) Pressure(pzfi I Int 41 23 7 37.8 -41.0 2 Int 26 62 7 337.5 -40.7 3 Int 25 62 7 37.6 -40.8 4 -Int 52 50 7 36.3 -39.5 5 lilt 36 55 7 37.0 -40.2 6 Int 36 55 7 37.0 -40.2 7 Int 52 55 7 36.1 -39.3 8 Int 73 16 7 37.3) -40.5 9 Int 73 51 7 35.5 -38.7 Prepared in accordance irflh:ASCE 7-10,Chaplet-30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ'Y/N SIZE REQ Y/NINA 1 Int w 7/8"LamilG 15-0618.01 55 55 37.8 41.0 60x60 41x23 2 Int w 7/8"LamilG 15-0618.05 55 55 37.5 40.7 36X68 26x62 3 Int w 7/8"LamilG 15-0618.05 55 55 37.6 40.8 36X68 25x62 4 Int w 7/8°LamilG 15-0618.03 55 55 36.3 39.5 74X63 52x50 5 Int w 718"LamilG 15-0618.05 55 55 37.0 40.2 36X68 36x55 6 Int w 7/8"LamilG 15-0618.05 55 55 37.0 40.2 36X68 36x55 7 Int w 7i8"Lan,i10 15-0618.03 55 55 36.1 39.3 74X63 52x55 8 Int w TV Lami IG 15-0618.03 55 55 37.3 40.5 74X63 73 x 16 9 Int W 7/8"LamilG f, 11409.5 55 55 35.5 38.7 7202 73x51 MIAMI-DAM MIAMI-DARE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES )ER PRODUCT CONTROL SECTION m 209 BOARD AND CODE ADMINISTRATION DIVISION T(786)38155 590SW 26 F �(786)315-2599 ACCEPTANCE OA mi3tm1d9de.¢8v/econ0my Regency Plus,Inc. 1024 Locust Gap Highway .Mount Carmel,PA 17851 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(1n Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION:Serves 5108"White PVC Fixed Window-L.M. . APPROVAL DOCUMENT:Drawing No.RPLS0060,titled"Impact 5108 Series Fixed Window"sheets 1 through 5 of 5,dated 09/16/08,with revision F dated 09/24/15,prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice and ex iration dat�btghe�Miammpi-�DadqGounty ProductControl Section. MISSILE IMPACT RATING:Large pact Resistan 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. i 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 j in the materials,use, and/or manufacture of the product or process,Misuse of this NOA as an endorsement I of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13.0814.02 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. ® N OANO-' MIAH A?E COUNTY nus 28,2019' ' ctober 01,2015 Page 1 i i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . i A. DRAWINGS .1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1021.04) 2. Drawing No. RPLS0060, titled"Impact 5108 Series Fixed Window"sheets 1 through 5 of 5,dated 09/16/08, with revision F dated 09/24/15,'prepared by PTC, LLC,signed and sealed by Robert J.Amoruso,P.E. i B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,j 1'AS 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 20394 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of a series 5108 fixed window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-110-11363-1,dated 05/15/08,signed and sealed by Harold E.Rupp,P.E. (Submitted under MOA No. 08-1021.04) i C. CALCULATIONS j 1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), dated 06/11/15 with revision dated 09/01/15, prepared by PTC, ILC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300.04e01 D. QUALITY ASSURANCE I 1. Miami-Dade Department of Regulatory and Economic Resources(RBR). i E. MATERIAL CERTIFICATIONS i 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,! Inc. for their "Kuraray Butacite®PVH Glass Interlayer"dated 04/25/15,expiring'on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18, i Manue e- z,P.E. Product&RHolfflaminer NOAI No.15-061&01 Expiration Date: J�nuary 28,2019 Approval Date: October 01,2015 r-� Reaency Plus,Inc. - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'" Edition (2014), and of no financial interest,dated 06/01/15,issued by PTC,LLC,signed and sealed by Robert J. Amoruso,P.E. 2. Laboratory compliance letters for Test Report No. NCTI,-110-11363-1, dated 05/15/08,issued by National Certified Testing Laboratories,Inc.,signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-102L 04) G. OTHERS 1. Notice of Acceptance No. 13-0814.02, issued to Regency Plus, Inc. for their Series "5108" White PVC Fixed Window-- L.M.I., approved on 01/16/14 and expiring on 01/28/19. Manue er z,P.E. Product Con of aminer NOA No. 5-0618.01 Expiration Date: January 28,2019 Approval Date: October 0l,2015 E-2 REGENCY PLUS INC. IMPACT 5108 SERIES FyKED WINDOW � �� ci INSTALLATION ANCHORAGE DETAILS I- lw In ii GENERAL NOTC6: 1NBTALLA NHOTE61 1.THE PRODUCTANCHORAGESHOWN HEREINiSD£SIflNED 7.MATERIALS. 1.ONE(t)INSTALLATION ANC14ORISREQUIREDATEACH L.INSTALLATION ANCHORS ANDASSOCIATEDHARDWARE +n TO COMPLY WITH THE 6TH ED(TiON(0 FLORIN ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RMSTANT MATERIAL OR i�y5 51 BUILDINGCODE(FBC)-BUILDINGANDRESIDENTUIL 7.1VANDOWFRAMEMATERIA:ROYALVMWH6DOOR HAVEACORROSIONRESiSTANTCOATING. o a VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE PROFILES PLANT 13RXNOVINYL PVC PER 2.THE NUMBER OFINSTALLATION ANCHORS DEPICTEDiS ZONE ATTHEDE6IGNPRESSURESSTAT£OtiERIF1 MIAMI-DADENOTICE OFACCEPTANCE(I WW. 7HEMIltlMUMNUMBEROFANCHORSTOBEUSEDFOR 4.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 a 12-1120M. PRODUCTINSTALLATION. NOT INSTALL INSTALLATION AMCHORSINTO MORTAR I y a 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE a _ UPON SIGNED AND SEALED TEST REPORT* '�7.2GLAZING WTEMAYERKURARAYAMERICA INC. 3.SHiMAsREQUBi£OATEACH INSTALLATION ANCHOR WOE OFBLOCK OREDGE OFMORTAR JOINT INTO FACE �19W 8NCT411041363.1 DATED O116N6AND ASSOCIATED SUTACITEINTERLAYER PER MIAMI DADENOTICE OF WITH LOAD BEARINGSHIM(S).MAMMUMALLOVVABLE SHELLOFBLOM oo LABWA70RY STAMPED DRAWINGS AND WERE TESTED 1N ACCEPTANCE(HOA)NO.14-M "SIZE IS 1MINCH.SHIM WHERE SPACEOF 11161HCN =T z ACCOROAMCEW(THTHE HIGH VELOCITY HURRICANE & OROREATEROCCURS.MHIM(S)$HALLBECONSTRUCTED (0.1NSTAUATIONANCHORS SHALL BEINSTALLED iN ZONE TESTING PROTOCOLS TAS•201,TAS-20ZAND 6.NOT USED, OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE WITHANCHORMANUFACTURERS °�� � TAS-M. INSTALLATION a.O ui'� !� 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130D-04r1. 4.FOR INSTALLATION INTO WOOD FRAMING,USE$12 WOOD BE USED IN SUBSTRATES WITH STRENGTHS LESS THANh f yf",C 3.THE PRODUCT HAS BEEN EVALUATED FOROONFORMANCE SEE SHEET 3FOR GWJNGDETAIL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR TOW STANDARDS USiEOIN THE UH EDITION(2D14) MINIM "EMBEDMENT,MBNIMUM EDGE DISTANCE IS 716 MANUFACTURER. �FLORIDABUILDIN©CODE(FME ) SUR.OTNGANO 1Q DESIGNATKki'O'STANDS FOR THEFOLLOWANG: INCHES. TIESMENMVMUMESAMISINCOMKONCEWiTHSA(D 0I=PANEL 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS STANDARDS,INCLUDING HIGH VELOCITYHURRICANE S.FOR INSTALLATIONTHROUGHiXBUCKTOCONCRET91 HEREIN ARE SASEDON SUBSTRATE MATERIALS WITH (HVH ZONEZ)REOUIREMENTS. ti.NNOTNOTU3EEINALINTHDNABLE�EPRODUCT(S) � ADS RUSE 114INCHII IRECTANCBDT ONCRETEIM BOP BL THEFOLLOWO(GPROPERMES: g1 L ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE SHOWNHEREVANoLMDDURATIONFACTOR(CO=/8) SUFFICIENT LENGTHTO ACHIEVE THE A.WOOD-SOUTHERNYELI.OWPINE-MINIMUM MASONRYAND 2X FRAMING ASA MAIN VINO FORCE HIS BEEN USED FOR WOODANCHOR DESIGN WHERE S.I. CONCRETE SUBSTRATE ® SPECIFIC GRAVITY OF 0A&LUMBER MUST COMPLY REOWWOSYSTEMCAPABLEOFVNTHSTANDINGANO MAODO&YFAUMEGfNERHS.FOR OTHERMATfR(ALS, I.I.I. A I*INCH MINIMUM EMBEDMENT WITH THE 57KED(T=fB(3FROASRELATEDTO kill TRANSFERRING APPLIED PROD=LOADSTO THE APPROPRINTESAFETYFACTORSPER THEAPPLICABLE 5.11. 1412INCH MINIMUM EDGE DISTANCE WOODPROTECTION. STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER DEMONSTYWMRDAREUSED, 3.2 MASONRYSUBWMTE ®H.CONCRETELY t4MUMCOMPRESSNESTROWHOF � R OR ARCHFTECTCF RECORD. $2.1. 1)NCH MINIMUM EMBEDMENT 2506OM AND CONFORMS TOArA 301. Q 12.IN AREAS WHERE WINOBOURNEDESRISPRDTECT)ON 5.22. 2 INCH MINIMUM EDGE DISTANCE C.MASONRY-STRENGTH CONFORMS TO ASTM SiXAND 2XSUCKS(1MTENUSED)SHALL BEDESIGNED AND REQUIREMENTS I=USE OF AN APPROVED IMPACT �1 C-ftMEDIUMWEIGHTWRT(DENSITY>117PCF. Robot'L Amm,Pe ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE PROTECTIVE SYSTEM IS NOT NEEDED. 6.FOR PARTING STOP INSTA(MATION USE b X 1 SIS INCH R E.No 40732 STRUCTURE.BUICK DES"AND INSTALLATION ISTHE VOW$CREWS.3t6`MIN.EDGED(STANCE REOIO. RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OF 13.EACH VOWS ASSEMBLY SHALL OFLABELED WITH A _ ,pELuu14j,", RECORD. PERMANENT��LA6NORSTAMP WITHTHE EXTRUDER 7.tmNI. MEMBEDLMENTAND EDG IXOTANCE OT REEXCo TOLUDE ,`�41 1NMES Rff1�A� A QQ,+LG EA....0.¢ STUCCO,FOATLBPJCKVENEER AND SICING. - y 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE p�' GENERIC AND MAY NOT REFLECT ACTUALCOHONTONS No 49 6 76 FORASPECIFICSRE IF SITE CONDITIONS CAUSE 1l��� {� INSTALLATION TO DEMATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY '. ELECT ONE OF THE FOLLOWING OPTIONS: STATE OF AOUTSIDE HIITI:REQUIRE THAT ALICENSED p�ir a�0Axoxp�r�4 ENGINEER OR ARCHITECT PREPARE AND SUBMIT �Ai��ONALE���� SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AAI+ttttllll�j4 DOCUMENT. - S.INSIDE HVHZ:REQUIRETHAtAQN TlME51TE__-.._.._ __-._._---. -•-- - -- ©-- _ -__ SPEC(FlCAPPf(OVALBEAFPLfEDFOR AMD OBTAINED SHEET REV. SHEET DESCRIPTION vRttUuctt Y E -- - FROM THEWJ&DADE.COUNrYPRODUCT' :nmmvcb&nlhmeilork� 1 B GENERAL NOTES,INSTALIAIION NOTES tknl3uq Cbdr CT 2 B ELEVATION ANO ANCHOR LAYOUTS A.. -46)$.O DESIGN PRESSURE RATING IMPACTRATING 3 B HORRANTAL&VERTICAL SECTIONS AGLAZING OETAIL-OPT,INSTALLATION 1y 4 B HORIZONTAL 6 VERTICAL SECTIONS-PARTING STOP INSTALLATION IMIm� ,P, ,I A65.0PSF LARGE MISSILE 5 8 COMPONENTS BILLOF MATERIALS&CORNERSECTION IMPACT . i n n n Aapp 8 EccaF o H 3 3 4 4 H 4 S 4 % 4 i D D a $ � 3 3 a¢ C copjr 3 3 NOa No A E F Y S 3 3 4 4 ELEVATION � < UNIT WIDTH BO" EXTBRIOR VIHW MAX.UNIT WIDTH 60" ~ Z D.L.O WIDTH 541!2' D.L,O WIDTH 64 112" Q W MAX.FROM CORNERS(TVP 8"MAX.FROM CORNERS(TVP) J d $ Cir MAX.O.C.SPACING(TYP) 8"MAX.O.C.SPACING(TYP) a °w ,i r MAX.FROM j 8"MAX.FROM CORNERS(TYP) ` ERS Ell MAX.O.C.SPACING(TYP} 8" (. C.SPACING(TVP) "0' Aman�0.►E 01/1 fiotW P.E.Na�GTl2 / INSTALLATION MAX,UNIT -� ANCHOR MP.) UNIT HEIGHT 0"MAX.O.C. D.L.O, HEIGHT D.L.O. �. ? No 497\21 O HEIGHT �r •�'t PARTING STOP-/ PACING(TYP) HEIGHT 80 5� ANCHOR(TYP.) 54112" INSTALLATION 64 11T srnr of 41/4°MAX.FROM / ANCHOR(TYP.) :'-4 O N Vp!:� CORNER(TVP) / ���4S�aNAC 4114"MAX.FROM 0'MAX.O.C. AtooucrKrwseo CORNER(TYP) PACING(EYP) uu N` iosTO�iao �t ANCHOR LAYOUT ANCHOR LAYOUT PARTING STOP INSPALLATION OPTIONALEVSPALLATION EXTERIOR VIEW EXTERIOR VIEW A {11 MAx BHays _ 7!8"MIN.EDGE DISTANCE {{i2•MIN,EMBEDMENT 2X WOOD FRAME :11'12 WOOD SCREW RS //�� SYOTHERS INSTALLATION ANCHOR 2X WOOD FFRHAEME ud �BS6A ING By OT Y OTHERS 3 EXTERIOR FINISH 1 1JY MIN. SY OTHERS EMBEOMENT 012 WOOD SCREW 1 2 3 kktt INSTALLATION ANCHOR 1 u w o PERIMETER 13Y OTHERS 2 INTERIOR 11P MAX SHIM /� 3 !�718"MIN. 5 EDGE DISTANCE ..,.... EXTERIORSEE GLAZING DETAIL 1 ON THIS SHEET SHEATHING BY OTHERS 5 8 E VERTICAL rsI�,C2IC►V� EXTERIOR FINISH Y $ OFTIO ALLA'RRON OY OTHERS PERIMETER CAULK ' �z WOOD FRAMESUBSTRATRI BY OTHERS 6 MAX.OA.FRAMEWDTH—+•- o.aTa• C ZO L ALSECTION �' MAX.O BIT WOOD FRAME SUBSTRATE 4 tFRAME HEIGHT ® a 0 p N V9 TAr OA INSULATING GLASS CONSISTING OF: l9-MAX.SHIM flG .4 S IW ANNEALED GLASS,0.060"BUTACITE INTERLAYER 1 1P2•MIN.EMBEDMENT-CONCRETE ¢ �, BY KURARAY AMERICA NC..I/Wr ANNEALED GLASS. 1'MIN.EMBEDMENT-MASONRY 0.36'AIR SPACE,1la'INTERIOR TEMPERED GLASS Firig *:}.'•; CONCRETEJMASONRY i GLAZING DETAIL I g �SY OTHERS A 3 2 1 .,.? Ro0MlArnawq.PE 114'RWADVTHRFMTAPCON meupE.eoam r;t INSTALLATION ANCHOR ppung0" EXTERIOR a 1 INTERIOR .•,y; �d1 DAMES 4,heir v��QQ�'CEiV F�G PERIMETER CAULK BY OTHERS 3 `�0•'No 48 52, 9 }1 1 1112'MIN.EDGE DISTANCE-CONCRETE I� ,` EXTERBIOR FINISH Y OTHRS 1 114'MAX SHIM S'. +� 2 GE DISTANCE-MASONRY �p y STA OF 1XWOODBUGK ��. .;;'.;" IIrrMIN. '�+F�p 4a'1Ati��'p��� BY OTHERSBfOMENT® 1X WOOBBUGK ISOLATION MATERIAL BY OTHERS ,, . , BETWEEN WOOD BUCK aCONCRETE BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE (SEE NOTE A,SHT.1) EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD SY OTHERS BUCK a CONCRETEi MASONRY BY OTHERS-- .._ _t4uuCrnw _„ -- -- _ _ ---------1/�" A_D_V-THRFM_7ARCON__..--------- _ __ _.___�___—_._-- __�- _ ��Hy+� - 1112"MIN.EDGE DISTANCE LNSTALIATiON ANCHOR -MAX OA F WtME W1DTti. n se of G8s tip LI A VERTICAL SECTIOND I N L LI CTIOI+f p LT0AL INIS A TIONPt CONCRETE SUBSTRATE CONCRElT?/MASONRY SUBSTRATE 1/8°MIN,EDGE DISTANCE #12 WOOD SCREW i INSTALLATION ANCHOR 2X WOODOTHERS FRAME 114•MAX SHIM, n SHFATHING 1X WOOD BUCK 11/2'MIN.EMBEDMENT m By BY OTHERS EXTERIOR FINISH S j 2X WOOD FRAME 8 r$ o¢c 13YOTHERS� --^--� BYOTHERS 1 1 2 3 4 c 1 8 EMBEDMENT 1/4"MAX SHIM #12 WOOD SCREW 112"MIN. INSTALLATION ANCHOR It 118'MIN. u. us a PERIMETER CAULK 1 EDGE DISTANCE BY OTHERS 1 — b 3 w+ 4 tNTERIOR 8 8 174 EXTERIOR SEE GLAZING DETAIL 1 3 B ON SHEET 3 SHEATHING BY OTHERS 8 VERTICAL SEC EXTERIORO�SH a PARTINGSTOPINSTALLA O �r ��a � LL W00D FRAMS SUBSTRAT& PERMITER CAULK t a BY OTHERS MAX.OA FRAME WIDTH--� taL ii W.0-01-) O IZO T L O r It FLI RAME HEIGHT P WOODFRAMRBUB SUBSffTRATE HEIGHT IW MAX,SHIM Y \ 1 ta'MIN.EMBEDMENT-CONC. 1°MIN.EMBEDMENT.MASONRY .s CONCRETFJ MASONRY Q. jBY OTHERS 4 3 2 1 b teevWM 1/4"ITW ADV THRFM TAPCON rm t3s RE Na+atas b 4 INTERIOR i-' INSTALLATION ANCHOR EXTERIOR ,X041"aaayp,I 3 .� ��� PERIMETERC ;TH 1X WOOD BUCK ..•� ® � �.``�CEH$' �i�tjSFr EXTERIOR FINISH BY OTHERS 1 12'MIN.EDGE DISTANCE-CONC. NO 491-52 ��► 8YOTHERS 1!4'MAX SHIM :� i:2'MIN.EDGE DISTANCE-MASONRY = t TATE F IX WOOD BUCK ISOLATION MATERIAL ti, 1 112"MIN. j BY OTHERSNA BETWEEN WOOD BUCK& EMBEDMENT PERIMETER CAULK BY OTHERS 80111116% ���•� CONCRETE/MASONRY CONCRETE BY OTHERS ISOLATION MATERIAL BETWEEN WDOD BY OTHERS (SEE NOTE 4,SHT.1) p EXTERIOR FINISH BY OTHERS BUCK b CONCRETE/MASONRY BY OTHERS rRODUCrRHVtSW 114"ITW ADV THRFM TAPCON BA 05 c«uNyiRt VA&M tu" CiPOe I 1tY'M1N.E00£DISTANCE iNSTACLATIONANCHOR —MAX.OA FRAME VNOTH UWICIeq E AEITICAL SECTION f N "S CO H - PAMO STOPA CONOMMSUBSTRATE CONCRB t�r /MASONRY SUB-MATE Q MAIN FRAME Q FRAME COVER 03 POCKET INSERT4Q GLASS STOP I 0.070'TYPICAL WALL THICKNESS 0.070'TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS 0.070'TYPICAL WALL THICKNESS q o" ,.031 0.7w ^V+ 21 054r �r —� T- —TS $ �-3450- 1 LL W D 08 PARTING STOP SYM it PART 0 DESCRIPTION MATERIAL MANUFACTURER ® 1 IV•1060 MAIN FRAME WHITE RIGID PVC •'RWDP &k ® 3z a 2 IV-1070 FRAME COVER WRITERK31D PVC "RWDP RWDP.ROYAL a z o.7so•� 3 IV-1079 POCKET INSERT WHITE RIGID PVC *'RWDP �� AND �� DOOR PROFILES, i�� y u 4IV-1103 GLASS STOP WHITE RIGID PVC *'RWDP PLANT N0.13,NCA g a � m l_T taw 5 IV-1070 SIKA FLEX 552 SILICONE BACK BEDDING SILICONE SIKA N0.12-1120.02. S 7/8"O.A.INSULATING GLASS CONSISTING OF: A GLASS F- a 1/8'INTERIOR TEMPERED GLASS,0.39'AIR SPACEfln ' & 1/8'ANNEALED GLASS,0.090'BUTACITE INTERLAYER 530 J BY KURARAY AMERICA,INC,,1/8'ANNEALED GLASS 7 -- 1 112"X 3/4"PARTING STOP WOOD -- H 8 _ . STEEL --- z 9 -- ENDUR 9.8 SS SPACER STAINLESS STL CARDINAL o 10 2NB-8K-125-028-028 GLAZING PAD(SETTING BLOCK) NEOPRENE FRANK LOWE 0 y P 7bMaP.E tb, RGOUP.Eift P.E Ui61 2 JA1tES q Qt,..........'�O Jai 1 Oji;:y�pENBF•.9Gy: J No 4975 ���0 TATE F :4r M4 VP:oRl ONA� - - - --- ----------- -------- — _- -— r,cooucl ueVtSEo_ 811114'%L 9-06)Ao1 Onc 3 ur Da& ©CORNER SECTION 3 , � MIAMI•DiADE _ MIAMI-DADE COUNTY e 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)315-25" NOT CCEPTANCE NOA www.mismideftPov/economy Regency Plus,Inc. 1024 Locust Gap highway ount Carmel,PA 17851 SCOPE: 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ESCRIPTION:Series 1`5205"Outswing White PVC Casement Window--L. APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LMI",sheets 1 through 5 of 5,dated 10114/08,with revision J dated 09/24/15,prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSII.E IMPACT RATING:Large and Small Missile Impact Resistant i 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1009.10 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. reartwaDEcourrrir NOA No.15-0619.05 Expiration Date: May 06,2019 Approval Date: October 01,2015 Page I Regency Plus,Inc. NOTICE OFACCEPTANCE:----EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1118.10) 2. Drawing No. RPLS0061, titled "Series '5205' Vinyl Impact Casemont Window - LMI".. sheets I 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)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-941 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 262-94 along with marked-up drawings and installation diagram of white PVC single hung window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11618.1,dated 10/02/08,signed and sealed by Harold E.Rupp, (Submitted under NOA No. 08-1119.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC V11 Edition (2014), dated 09103115,prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(REX). E. MATERIAL CERTIFICATIONS, I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04z25/15,expiring on 12111/16. 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 02/28/1$. MRh a-it e e P.E. e Product Coat al Ex icer N 0 A No.o. M05 Expiration Date:!May 06,20X9 E-1 Approval Date: October 01,2015 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50, Edition (2014) and of no financial interest,dated 03/18/15,prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1, both issued by National Cettified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E.Rupp,F.E. (Submitted under NOA No.08-1118.10) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08111810) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series "5205"Outswing White PVC Casement Window--L.M.I.,approved on 12/05/13 and expiring on 05/06/19. ! Manuel P ez, .E. Product Control xa ner NOA No.1 1805 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 REGENCY PLATS, INC* n � SERIES "5245" VINYL IMPACT' CASEMENT WINDOW - LMI gg INSTALLATION ANCHORAGE DETAILS � I 1.THOS P�TODUGTANCHORAQESHOyV11HERE8ilSDE5SGNE070 7bWTERIALS: tNSTALLATtONNOTE3; S.INSTALLAMONANCHORS AND ASSOCIATED HARDWARE COMPLY WITH 6TH EDITION(2014)FLORIDA BUILDING CODE MUST BE FADE OF CORROSION RESISTANT MATERIAL OR (PBC)..BUIIDWGAND RESIDENTIALVO►UMESINC LUDINGTHE T.1ri1NDOWFRAMEFMTERiAL:Rt7YALtN1NDOMl6 1.ONE{i)tNSTN1JITlOHANCtiORiSREOUIREDATEAAH HAVEACORROSIOHREStSTANTCOATWNG 0 HKiHVELOCiTYHURRICANEZONE{tMiZ)ATTHEDESIGN ®DOORPROFILES.MANT13RIGIDVINYLPVCPER ANCHORLOCAT{ONBHI,7NN. 4.FORCONCRETEBLQCI.00NOTINSTAILINSTALUTION 3 PRE 8)STATED HISEIN. MIM540AOE NOTICE OF ACCEPTANCE(AOA)NO. '- 12.1128.02 Z THE NUMBEROF INSTALLATION ANCHOR$DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE)S 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF SIGNED AND SEALED TEST REPORT#NCTL•f90.1t6ia-t. 72 GLAZING;W1ERLAYERKURARAYAMERICA,INC. PRODUCT048TALLATKIN. MORTAR JOINT INTO FACE SHELL OF BLOCK y DATED IOWM.ADDENDUM DATED 1100 AND ADDENDUM ®SUTACITE INTERLAYER PER MIAMI4OADE NOTICE OF �z ODATED0100ANDASSOCATEDLABORATORYSTAMPEO c 3.SH'a51ASREQUMOATEACHINSTALLATIONANCHOR 10.INSTALLATION ANCHOR$$HALLBEINSTALLEDIN ACC..PTASNCE(F'A.1a N0.44.09i8.90. ` DRAWiFX35J�'D(N£RETESTED tNACGORDMLCEYVtTHHIGH NRTHLOAD BEARING SNOA(SI.MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR/MNUFACTURER'S �0 VELOCITY HURRICANE ZONE TESTING PROTOCOLSTAS•201.A SHIMSIZE IS V4 INCH SHAMWHERESPACEOF11161NCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL Sk z TAS-202ANOTAS-20& S.NOT USED. ORGREANEROCCURS.SKIM)S)SHALLSECORSTRUCTED NOT BEUSED INSUUBTM2TESWITHSTRENGTHSLESS A { OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENOTH SPECIFIED BY THE 3.THEPRODUCTHAS BEEN EVALUATED FORCONFORMANCETo 9GLASS ktiETSIRE REDUmEiMMENT3OF,ASTM ANCHOR MANUFACTURER YN z �BUILDINGCODE(FOO-BUILDINGANDINS STANDARDS LISTED IN THE STH E (20 FLORIDA E130iDNLb1. 4 RESIDENTIAL FOR OF�ON I TLENGTNTOWOOD HTOACNEVERAMING,USEIIRWCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS B IL VOLUMES ANOtSINCOMPLIANCE WITH SAID STANDARDS tO.DEStCMI]N'X'STANDS FOR THE FOLLOWING: MINIMUM EMSEDMENT.MINIMUM EDGE DISTANCE IS718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH �j01•; Td' `�v; INCLUDING HIGH VELOCITY HURRICANE ZONE(1M¢) X:OPERABLE PANEL INC". I�THE FOLLOWING PROPERTIES: g R REQUIREMENTS. 11.A1)3INCREASE INALLOWABLE STRESS FOR WIND $.FOR INSTALLATION THROUGH IXSUCK70CONCRETE I A WOOD PROTECTION.YIXIODPROTECTION.WOOD• ,^ g 4.ADEQUACY OF7H£EXISTWGSTRUCTURALCONCRMI LOAOSYtASNOT LIMINTHE DESIGN OFTHE MASONRY.ORDIRECTLYINTOCONCRETE IMASONRY, & PRESSURETREATEDSOUTHEiDiYELLOWPME. bS 3 MASONRY AND 2X FRAMING AS A MAW WIND FORCE PRODUCTS)SHOWN HEREIN.WIND LOAD USE 114 INCH ITW ADVANCEDTHREAOFORM TAPCONS OF MINIMUM SPECIFIC ORAVITY OF 0.65 LUMBER ;a RESISTWGSYSTEMCAPABLE OFIMINSTAHWNGAND DURATION FACTOR(Cd-1.0)HAS SEEN USED FOR SUFFICIENT LENGTH TOACHIEVETHE FOLWWINO: MUST COMPLY WITH 6M EDITION F=FACAS TRANSFERRING APPLIED PRODUCT LOADSTOTHE WOOD ANCHOR DESIGN WHERE YAOO.OM.Y �$.1. CONCRETE SUBSTRATE RELATED To WOOD PROTECTION, FOUNDATION IS INS RESPONSIBILITY OF THE ENGINEER OR FAILURE GOVERNS.FOR OTHER MATERIALS, 3•1•t. /12"MIMMUMEMSEOMENT sore ARCMMCTOFRECORDANDTOBF-FWAEWEDBYAHJ. APPROWUATESAMTYFACTORSPERTNE S.0 1APMINCH MINIMUM EWE DISTANCE R.CONCRETE 441WAIMCOMPRESSIVE STRENGTH OF APPLICABLE DESIGN STANDARD ARE USED. 5.2 MASONRY SUBSTRATE 2540 psi AND COMPLIES WITHAC13D1. $ 6-IXAND 2X BUCKS WMEN USED)SHALL BE DESIGNED AND 3.21. 1 INCH MTMMUM EMBEDMENT ANCHORED TO PROPERLY TRANSFER ALL WADS TO THE 12.IN AREAS WHERE WNDBOURN£DEBRIS 5.22. 21NCH MINIMUM EDGE DISTANCE &C,MASONRY-STRENGTH CONFORMS TO ASTM C.91, Aob�t J/mo.uw P STRUCTURE.SUCK DESIGN AND INSTALLATION ISTHE PROTECTION REQUIREMENTS EXIST USE OF AN MFAIUMWEIGHTWITHDENSITY>117PCF. Taiaap.E.unaryret RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 6.FOR PARTING STOP INSTALLATION USE 98 WOOD RECORD AND TO BE REVIEWED BY A91 NEEDM SCREWS, Q THE INSTALLATION DETAILS DESCRIBED HEREWARE 93.EACH WIIOOW ASSEMWI BLY WILL BE UASELEDTH ?.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE .•�JAMES q��i,�� GENERIGAND MAY NOT REFLECTAOTUALCOND"IONSFOR A APERMAHENTLABEL AND/ORSTAMP WITH THE WALL FIiISHES.INCLUDING BUT NOT LIMITEDTO �G,4;.*4�c�Nsp.¢11-- SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 70 EXTRUDERC00£AHD MDC/1•. STUCCO,FOAM,BRICKVENEERAND S101N0. 4� No tS0 OVA47EFROM THE REQUIREMENTS DETAILEDHEREIN.THEN �\I� THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING L(, STATE OF w A ENGINEER ORARCHITECTPREPAREAND$100SITE �F..GORiQPp��� SPECIFIC DOCUMENTS FOR USE WIT"THIS DOCUMENT _ 0NA� TO SE REVIEWED SYAHJ. TABLE OF CONTENTS B.INSIDE HVNZ:-REQUIRE THAT A ONE TIME SITE --- — . A SPECIFIC APPROVAL BEAPPLIED FOR AND OBTAINED SHEET REV. SHEETOESCRIPDON LIIl FROM THE MIAMFDADECOUNTY PRODUCTOONTROL -_..-_7---E-(iENERALMIDWSTALlATI0NN07ES 2 E ELEVATIONS '""' rscemFiriawruacflaiN. 3 E VERTICALSECTIONS 0W4Lty Cbdt pES14NPRESSURE RATING(PSP) IMPAC7RATING AcapwwObl51X+T9C8 4 £ S&O DETAIL „65.0 LK" 4 E COMPONENTS. LL OF MATE b CORN DB AR. � Mime t , i G 10"O.C. c ° HEAD&SILL PARTING STOP ANCHORS ®4"FROM WINDOW 3.75"TYP.FROM PARTING FRAME CORNERS STOP CORNERS HEAD S SILL MAX HEAD b SILL ANCHORS PARTING STOP ANCHORS = t7 DTH 4 3N"FROM PARTING 34.126 4"FROM WINDOW STOP CORNERS D.1.0. FRAME CORNERS PARTING STOP „ JAMS ANCHORS ANCHORS �5a t 8.67'O.C.TYP. iI JAMB ANCHORS v -• 88.1875' 70"MAX ® P- 7 ARTING STOP 88.00 MAX I I ® UNIT Or MAX. ANCHORS MAX. 1'0. I HPARTING HI GWHTTA �5< UNR HEIGHT 4 I I STOP NFORC T WOOD SCREW a 4 4 9.5'O.C.TYP. INSTALLATION w Is ANCHORS(TYP) ®HEAD&SILL ANCHORS TAPCON I INSTALLATION P ANCHORS(TYP) naeeei amnra P E. REINFORCEMENT® Md"P.E Na 49732 A C 1 _ 38"MAX.WINDOW _t off:•y� SFti�G. 3 3 III"' q��......"' WIDTH® 111 - No 407 38`MAX.UNIT STATE OF •W WIDTH W! PARTING STOP ELEVATION® ANCHOR LAYOUT EXTERIOR VIEW EXTERIORVIEW pRODUCTREV_ ,wL9GWt103 Ors D Vr FOTHERS TECTION (SEE INST. NOTE WOOD BUCK ANCHORING 17 �8 WOOD SCREW WOOD BUCK,ANCHORING 1 11A. SHT. 1) BY OTHERS BY OTHERSA� BY OTHERSINSTALLATION ANCHOR ONE BY PT WOOD BUCKo PT 5. BUCK 1 1/8' MIN. WOOD FRAMING BY OTHERS BY OTHERSNOTE 6, SHT. 1) EMBEDMENT (SEE NOTE 5, SHT. 1)OTHERS �I8 WOOD SCREW 17 (SEE NOTE 4, SHT. 1) cl (SEE NOTE 4, SHTA INSTALLATION ANCHOR SHEATHING 1 1/8' MIN. ® ® $ • 20 BY OTHERS EMBEDMENT i v o • • i 0 �� EXTERIOR FINISH a BY OTHERS a •. '�.�. .,•� ®3/8" MIN. EXTERIOR FINISH 3/8" MIN. ,H EDGE DIST. i. OTHERS EDGE E DIST. PERIMETER CAULK---' 1/4" MAX. PERIMETER CAULK 1-/V MAX' _ BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE e 20 1 18 112 WOOD SCREW $ /4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR a fi n 15 (1-1/2' MIN. EMBED., 1-1/2'®N. E..®) (1-1/2" MIN. EMBED., 4 15 ,,,0� 7/8" MIN. ED,)® 5 2 4 7 D 13 d _ 13 7 =-g IL 6 6 �d8Nl b 14 5 I i MAX. EXTERIOR 5 WINDDW INTERIOR 14 HEIGHT 14 SECTION B 3 WINDOW 14 EXTERIOR SECTION D INTERIOR 3 68Q Q13 5 HEIGHT" 18 ®23 ) 4 ® 13 ®23 5 12 � 4 6 ,Z 2 INTERIOR 7 2 INTERM Roam AfnWYM P E 15 EXTERIOR o J to 15 EXTERIOR 10 AP,a.PE R0.41s� SHIM4'SPAC 71 18 8 ® '9 0 612 WOOD SCREW INM�C EEN ITW ADV THRFM TAPCON INST ANCHOR 1/4" MAX. 1 °� �: SF•,�G INSTALLATION ANCHOR O: 20 (1-1/2" MIN. EMBED.. 1-1EMBED,E.D.) SHIM SPACE 2� (1-1/2' MIN. EMBED ? No 40752 jo 7/e" MIN. E.D.) 17 #8 WOOD SCREWPERIM R CAULK W. EDGE OiSTA n;�JSTATE OF :�>v IIIIIO�111 �plll INSTALLATION ANCHOR a 3/8' MIN. BY OTHERS 20 mil III f ;� •(Op10Pr0\�� ®CONCRETE BY OTHERS a EDGE DIST.® 20 �'� �ONAI SHEATHING ONE BY PT WOOD auna1� Q(SEE NOTE 4, SHT. 1) a. •o • �•, •• 20 BY OTHERS BUCK BY OTHERS •i a (SEE NOTE SHT. 1) .. s D FRAMING B_Y OTHERS �8 W000 SCR FROWL7REVLSLD - ONE.8Y_PT_WO0O BUCK-/,- = --'•. -- ------•- ----- - - - WO0 — -- --- - — - -- -- - _ E,y 1Z_... --- Yh�eFIQk'- - SEE NOTE 5, SHT. 'WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) INSTALLATION ANCHOR oWlas ty�,,n ( ) 11A. SHT. 1) BY OTHERSAAS® 1 1/8" MIN. WOOD BUCK ANCHORING Cewfi A4 1 1/8" MIN ®EMBEDMENT SECTION G BY OTHERS® MBEDMNWOOD BUCK ANCHORING q rEEET BY OTHER SECTION A S PR t ®3/8` MIN. 3/6' MIN. ® = a EDGE 01ST. ®EDGE DIST. INTERIOR 1/4" M. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE !e 5 a 3 2 5 4 6 7 10 16 1 20 1 I/2" MIN. EMBEDMENT 1/4' MAX. 1' MIN. EMBEDMENT - MASONRY CONCRETE OR MASONRY BY SHIM SPACE 7/8' MIN.� •�OTHERS (SEE NOTE 4, SHT. 1) JI GE DISTANCE INTERIOR *WOOD PROTECTION �3i gg 3 22 5 4 6 7 10 16 1 0 BY NOTE i t A, SHT. OTHERS ® fig Q 7/8' MIN,® :4A 1/4" ITW ADV THRFM TAPCON - - EDGE DISTANCE tB INSTALLATION ANCHOR® = o o #12 WOOD SCREW 21 I- MIN.® INSTALLATION ANCHOR 'a EDGE DISTANCE pq CIO WOOD BUCK WOOD BUCK i 1 1/8" MIN. ANCHORING L� BY OTHERS a ~ a EANCHORING MBEDMENT 8Y OTHERS® r 3 ® 1 1/2' MIN. EDGE DISTANCE - CONC. ti2 EXTERIOR #8 WOOD SCREW 17 2' MIN. EDGE DISTANCE - MASONRY i � �4 '. 14 13 15 20 INSTALLATION ANCHOR 2 1 1/8' MIN. gg m PERIMETER CAULK ,EMBEDMENT t3 w v i BY OTHERS SHEATHING < BY OTHERS ONE BY PT WOOD BUCK I 'e all �� ®(MIN. 3/4') BY OTHERS WOOD FRAMING g (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR NOTE 4, SHT. 1) •WOOD PROTECTION SECTION E 14 13 2 15 20 BYOTHERS(SEE INST. NOTE 11A. SHT. 1) 3 ° EXTERIOR FINISH BY OTHERS PERIMETER CAULK ® q� BY OTHERS 7/8" Q.A. GLASS CONSISTING OF: EXTERIOR LAMINATED ONE BY PT WOOD BUCK BY OTHERS ®GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH (MIN. 3/4'7 (SEE NOTE 5, SHT. 1) & Q GLASS/ 0.090" KURARAY AMERICA INC. BUTACITE ROW A COMM,RE INTERLAYER/ 1/8' ANNEALED GLASS W/0.39 AIR SPACETIS dN F #8 WOOD SCREW 17 nM"Pl,ft49M 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM INSTALLATION ANCHOR & AN INTERIOR 1/8" TEMPERED GLASS a'lluoupnii 13 EXTERIOR FINISH BY OTHERS ` O�•,%. 8F•.,9 �� \ iTARE ' }.O 2 m , :. / \ .W 2 p•4SppMA, 13 1/2' \a MINm*m �GLAZING BITS �Mlaw AmMACH wapp naep ,l5 Q c Dry nde tvoauet GLAZING DETAIL 12 MAIN FRAME .090TYP- WALL THICKNESS ® 0-090- YYPE WALL THICKNESS 0.070' TYP. 3 GLAZING BEAD O SCREEN FRAME 15 VENT REINFORCEMENT 20 PARTING STOP i N.A. TYP. 0ALL ICK WALL ICK WALL THICKNESS a WALL THICKNESS WALL THICKNESS ® WALL THICKNESS 3.2aa 2.459 0.552 1/2' 3 d d [�0 7.383 0.725" ; jEtfl2.527 2.424 {—17, 0.3540.940' 11/2' [-0.44.5 33 -• _ � ii WELDED MITERED 3 Q CORNER CONSTRUCTION , 5 0� BILL OF MATERIALS �$ am/ PAW 0 «+ eowlnll sumla WAMVa a li 9 I tan am s imm VANS am A 2 Io14 on 4 aw IR/K .1110► I lal wi[ 4 OlAa10 fGD w p71 111a 11C 01 'af a xM72-110 4 2CKOI 2R.YK SKM Um"m mm wmOF ? sD / s ratimol l I FdEmm sum ItwOAI"m I WAM VM- I Y 4 a-m-ma-ft 1 scam smw Nra�/u+ros Rwos wm a 1("O.C. f 2so 21or 4 wm evigm Km 9t4a111KT1a - a 5001aro11 1 oromm KVCW K Umar t2111tl �P•) s a-01-32-M 1 aw toa Astir mm1 8 1 ® ® to 6702-o46 s saKol ar ww/lo fm wm ROW4)A-A F f 11 r k 1 K 1 1 mw KIP blot MW/M Tom lain Fkld4P,E M 0162 13 SM IILI ast - WAIT 002M ttwAM1 sik m1►. 6alOont ,spti1111 off,,, / \ 14 --^ 1 44Mc1 I1rR nm t wam aus •sn VAIs • Jy la - 4 mm ,moI0a1e ----- uawamIan �O�Q•�tGENg 09G� Is 21fam 10 DOOM Morax TRml 1KR ?�' No 401?81 u -'--- n wow solaraasr FONJ T rlalpu --- a>m �"1�VA* I2 ----- - „{•aawlcm i1/!L•LfM1 L11tSR M alta � IVA* j • N 72JIU2 1 IIA tR•Lx 01'ONIOR tam ----- ----- s rwn111 sm►"m 1/r x I I/2) rt W1t=w 0-a61 V^ I pt. STATE OF r�W lea"a.wt Ito,Mr.1) 21 _ Tuwwosutrpmfamm"am _-�_ Sap �y�S••..........R1 ® v H04bIg01►OM - I0ue110wo02IIItlR0C4 a cmb-.ne 1ean41rin SHIM ® AWW"Ammm NOTE: DETAIL 1 1X PT WOOD BUCK "'"'°°° rRoutictadlnsuo —PARTING-STOP-EXTERIOR PERIMETER----&-BY-OTHERS---- -- - - A,�"'2„f TO BE SEALED TO IX PT WOOD BUCK Oro WITH SIKH 551 SILICONE ® g 27,& r MI�AM�I-DADE MIAMI-DADS COUNTY 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 ,EWIANCE TANCE OA tirww.miamidade.Qoy/economy ,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 revoke this acceptance, if it, is determined by Miami-Dade County Product Control j Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Ifigh Velocity Hurricane Zone. ESCRIPTION:Series 115405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window",sheets 1 through 6 of 6, dated 11/26/08,with revision H dated 09/24/15,prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 1VUSSILE IMPACT RATING:Large and Small Missile Impact Resistan 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0128.06 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,P.E. NOA No.15-0618.03 r�arlE°A°E eourtnr Expiration Date: July 22,2019 Approval Date: October 01,2015 fqlal1Jr Page 1 I Recency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under MDA No. 08-1210.12) 2. Drawing No. RPLS0063, Sheets 1 through 6 of 6, titled "Impact Series 5405 Horizontal Slider Window",dated 11/26/08,with revision H dated 09/24/15,prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of a white P`VC horizontal sliding window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11507-1, dated 08/1.8/08, revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying ;with FBC 51 Edition (2014), dated 03/31/15,with revision dated 09/01/15,prepared by PTC,LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and boor Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. I I I Manuel a e4P.E. Product Co�itr l Exa finer NOA INo. 618.03 Expiration Date: July 22,2019 Approval Date: October 01,2015 E-1 i I Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5''Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by Robert J.Amotuso,P.E. 2. Laboratory addendum letters in the Test Report No. NTCI.-110-11507-1, issued by National Certified Testing Laboratories,dated 03/31/09 and 05/01/09,both signed and sealed by Harold E.Rapp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507--1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and expiring on 07/22/19. i l Manuel PUigh.03 .E. Product Controler NOA No.l Expiration Date: July 22,2019 Approval Date: October 01,2015 E-2 REGENCY PLUS, INC. o IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LMI INSTALLATION ANCHORAGE DETAILS gg GENERAL NOTES: = D " �' INSTALLATION NOTES' RTHE ODUCTANCtORAGESIOWN HE IS DESIGNED 7.MATERIALS: LONE(1)INSTALlA710NANCXOR 18 REQUIRED AT EACH 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MELY WITH STH014)FLORIW SIALOWOANCHOR LOCATION SHOWL MUST BE MADE OF CORROSION RESISTANT MATERIAL ORFSC)-SUILOWOANDRESIDENTIAL1fOLUME$ 7.1WIVDOWFRAMEMATERIAL•ROYALWINDOWa HAVEACORROSIONRESISTANTCOATING.ING THE HLOH VELOCITY ATED HANEZONE{HVILZ) DOOR PROFILES.P(�13 FMD VINYL PVC PER 2.THE NUMBER OP INSTALLATION ANCHORS DEPICTED IS DESIGN PRESSUR£(S)STATED HEREIN. MIAMI-RADE NOTICE OF ACCEPTANCE(NOA)NO. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO ^4 C 2.THE PROWCTDETM,SCONTAINEDHEREINAREBASED 42.1120A2. PROOi1CfU18TALLATION NOT INSTALL JOINTS.EDGE DISTANCE 98 MEASURED FROM FREINTO IE tau UPON SIGNEDAND SEALED TEST REPORT tSHIp 3 NCTL-11611507.1 DATED 02M AND ASSOCIATED BUTACI�HTERLAYER PER MIMU•DADEENOTICE OF 3.THRU MAIN FRAME WITH LOAD SEARING SHIM(S). SHELL OF BLOCKOR EDGE OF MORTAR JOINT INTO FACE yQ Z LABORATORY STAMPED DRAYWNGS AND WERE TESTED IN ACCEPTANCE(NDA)N0.14-0918.10. MAXIMUM ALLOWABLE SHIM WE 18 U4 INCH.SHIM = j 2: ACCOR® TESTING NCE PROTOCTH OLS TA VEL-201,T TY S-M AND TAB ONE WHERE SPACEOF VIS INCH OR GREATER OCCURS. IO.INSTALLATION ANCHORS$HAL BE INSTALLED IN TESTING PRO7pC.OLSTAS-20i,TAS20Q ANO TAS•203. ®&pOT LSO, SHWAS)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S =q t� L PLASTIC OR BETTER. INSTALLATION MSTRUCTONS AND ANCHORS SHALL a O 3.THE PROOIICT HAS BEEN EVALUATED FOR CONFORMANG: ®IL GLASS MEETS THE RE4UNtEMEHTB OF ASTM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS -+a TOME STANDARDS LISTED IN THE 5TH EDITION(20t4) E130D-010/. FLORIFOR INBTAUATION INTO WOOD FRAMING,USE/f2 WOOD THAN THE MINIMUM STRENGTH SPECIFIED THE R. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE IIRINCH ANCHOR MANUFACTURER. p>>- ® DABUILODVGCOOE(FSC)-BUILOMOAND 4. y� �Q RENTUiL VOLUMES AND IS IN OOMPLL4NCE WITH BAA 10.DNATIONS 7PAMD'O'BTAND FOR THE MINIMUM EMSEOMENT_MINIMUM EDGE DISTANCE IS 718 STANDARDS ESIG INCLUDING NIGH Vq.00RY HURRICANE ZONE FOLLOWING: 1NCK 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS N7 O (HVHZ)REQUIREMENT& X.OPERABLE PALL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 4.ADEQUACY OF THE EXISTING BTRLICTURALCONCRETE 0:FIXED PANEL ®S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOMANG PROPERTIES Yu . MASONRY.OR DIRECTLY INTO CONCRETE I MASONRY, ¢ j MASONRY AND 2X FRAMfNO AS A MAN WIND FORCE 11.A 13 INCREASE IN ALLOWABLE STRESS FOR WND USE 111 INCH 17W ADVANCED THREADFORM TAPCONS OF ®A. WOOp PROTECTION.WOOD PROTECTON.WRbD• L� j RESISTING SYSTEM CAPABLE OF WITHSTANDING AND LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. ►- t< TRANSFERRING APPLIED PRODUCT LAAD,S TO THE ®PRODUCT(S)SHOWN HEREIN,NAND LOAD S.I. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST STRUCTURE IS THE RFSPONSIBILITYOF THE ENGINEER DURATION FACTOR(00-1.0 HAS BEEN USED FOR 5.1.1. 1 V2 SUCH MINIMUM EMBEDMENT COMPLY WITH STH EDITION FBCIFRCAS RELATEDFy( OR ARCHITECT OF RECORD, WOOD ANCHOR DESIGN WHERE WOOD-ONLY 5.12 1-1Q INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTION. u FAILURE GOVERNS.FOR OTHER MATERIALS, 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 5.1X AND 2X SUCKS(WHEN USED)SHALL BE DESIGNEDAND APPROPRIATE SAFETY FACTORS PER THE S.L1. 1 INCH MINIMUM EMBEDMENT ® 2600 p>tl AND CONFORMS TO ACI 301. Q ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE APPLICABLE DESIGN STANDARDARE USED. 5.2.Z 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM CK STRUCTURE.BUCK DESIGN AND WSTALLATIONIS THE MEDIUMWEIGHTWITHDENSITY>117PCF. FODNJ M+onna. E 0.P RESPONSIMTY OF THE ENGINEER OR ARCHITECT OF 12 IN AREAS WHERE WIND•SORNE DEBRIS 6.FOR PARTING STOP INSTALLATION USE 8S X 1 1121NCH FOWL P E Nn P RECORD. PROTECTION REQUIREMENTS EXIST,USE OFAN WOODSCREWS. APPROVED IMPACT PROTECTIVE SYSTEM IN NOT L11111,r1/ SG EINSTALLATION DETAILS ENERICANOMAYNOTREFLDESCRIBED HEREIN ARE ACTUALCONDITIONS NEEDED. 7.MINY�ILILFWISHESOiNNCLU0IVG8l1TNOTLUAIT DTOENT AND EDGE DISTANCE LUOE ,��pQtlypMES q l,,�� FORASPEC(FICSfTE WSITECONDITONSCAUSE STUCCO,FOW BRICKVENEER AND SIDING. �04,:V\CENB':Di9�i F •,G INSTALLATION TODEIMTEFROM THE REQUIREMENTS Q�'♦ No 497 TSO DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY / ELECT ONE OF THE FOLLOWBNGOPTIONS: ;"TAT A OUTSIDEHVH Z:REQUIRE,THATA LICENSEDENGINEERORARCHITECTPREPAREANDSUBMIT • OF �W SITE SPECIFIC DOCUMENTS FOR USEWITH THIS i��F9...4 O R t O DOCUMENT B.INSIDE H VHZ:REQUIRE THAT A ONE-TIME SUE TABLE OF CONTENTS / ��N ettit SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED /j/rnHHtla1� --- -- -- -FROM-THE-M IAMIAADECOUNTY-PRODUCT-CONTROL. .----SHEET-REVS ---SHEET-DESCMPTION--_--..— ----- __ 1 F - GENERAL AND INSTALLMION NOTES VRODUCrREVIM -- ---- - 2 F ELEVA7lONANDANCHORLAYOUT$ a+amptyirowiutAeFbd� 3 F VERTICAL SECTIONS Ac Acaghnu No. 4 F HORIZONTAL SECTIONS.GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURERATING(PSF) IMPACT RATING D�dnMonOw 5 F CORNER DETAIL LARGEWSSME 0 F COMPONENTS AND BILL 0F MATERIALS '0 IMPACT M PmQucL L 7 3/4"MAX FROM a CORNERS(TYP.) 12"MAX,O.C.(TY FROM PARTING P. E HEAD&SILL @ HEAD&SILL 121/2"MAX.O.C.(TYP.) � d � STOP CORNERS @ HEAD&SI81/4"MAX FROM PARTING ' §� STOP CORNERS(TYP.) 51/2"MAX' s FROM FRAME CORNERS(TYP F � $ O.C.TYP. ® x O.C.TYP. N 74"MAX. , } o FRAME WIDTH Ng 343116, x MAX. MAX, INSTALLATION D.L.O. D.L.O. ANCHOR(TYP.) st 63" o MAX. _ FRAME PARTING STOP 8"MAX.O.C.FROM EIGHT " ANCHOR(TYP.) '� FRAME CORNERS(TYP.) Ft 41ce 58 3/4 B C STEEL REINFORCEMENT 3"MAX.(TYP.)@ HEAD&SILL ffi MAX. FIXED W/(2)EVENLY FOR WOOD SCREWS c king D.L.O. 3 3 SPACED METAL SCREWS 4"MAX.(TYP.)®HEAD&SILLFOR CONCRETE SCREWS � P ii ii 3"MAX.FROM C.L.(TYP.)@ HEAD&SILLAG F�P�9762 5�E D F4 8"MAX.FROM C.L.(TYP.)(�HEAD& p►►►►►6818"•�� 571/2„ SILL FOR WOOD SCREWS � t ��MES q�•.,� �� MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& , ��?..�.aEiJsF ogGy�. 4 4 SILL FOR CONCRETE SCREWS. ' D.L.O. N��o' �� ANCHOR LAYOUT ME STEEL EXTERIOR VIEW REINFORCEMENTF••.......... • �. � 1 1/2"x 1/4"WEEP HOLE pRODiICfRt4ViSIID 1 .,oe�M�n•�uertme. A 2 5/8"FROM END(TYP.) ,°►" N, a"• 3 ELEVATION �f M' p ' EXTERIOR VIEW ONE BY WOOD 012 WOOD SCREW 12 ONE BY WOOD 1 4 ITW TAPCON INSTALLATION ANCHOR BY OTHERS BUCK BY OTHER 13 / " (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR 7/8" MIN. (SEE NOTE 5, SHY. 1) WOOD BUCK PROTECTION BY 1 1/2" MIN. SHEATHING EDGE OIST, TWO BY WOOD X EDGE DIST.m BY OTHERS i OTHERS (SEE INST. NOTE _ BY OTHERS c IIA) ;,, d ., , vm v v v (SEE NOTE 4, SHT. 1) i ii CONCRETE BY OTHERS �•:' EXTERIOR FINISH (®NOTE 4. SHT. 1) ,:t;o v v ® - v v a_ +0 1 1/2" MIN. BY OTHERS ,K;;_t 10 ° o EMBEDMENT 06 X 1 1/2" 1 1/2" MIN. ,•:+;�;?: #8 X 1 1/2" ,:<' WOOD SCREW EMBEDMENT WOOD SCR 14 i>7; 14 #8 X 1 1/2' 14 :''1f•- 1/4° MAX x tt a WOOD SCREW EXTERIOR FINISH 1/4" MAX. j ,0 ,:;. SHIM SPACE BY OTHERS SHIM SPACE PERIMETER CAULK CI� 10 m BY OTHERSI {Yj 21 PERIMETERBCAULK OTHERS Q 10 4 8 n � 21 6 e �l , 6 WINDOW a a 2 4 6 0 HEIGHT ar, 1 4 _ 16 16 2 4 1E 15 tWU) b a VERTICAL S VAJE ON WINDOW EXTERIOR `/ msomu1WNN INTERIOR AOR INTERIOR HEIGHT SEE GLAZING C VERTI AL SECTION SHEET 3 16 OP08A8LBPA ms"OWN, 1 1h 18 MXM SIMn All gg F 4 227 a INJERIOR g 6 21 11 B 2 6 18 4 15 g i Row 4.Arrmak P E 6 Fb W P.E.W.40752 22 ttqu�l2ryp� 24 23 �t��t4 LAMES q!4,�i PERIMETER CAULK 10 ����Q..vLGENs 414,D•• BY OTHERS 10 Qo 14#OOD SCREW 21 O. F•';G�, 17 No 497 08 X 1 1/2" 14 1 4" MAX. WOOD SCREW SHIM SPACE STATE F ,�4! EXTERIOR FINISH---_ ,..;T BY OTHERS =i 1`'• L �,6'ss�0 R i� r `," 1 1/2" MIN. � A11pt°� CONCRETE BY OTHERS .� � e 4 (SEE NOTE 4, SHT. 1) :ts i°e a "e a - EMBEDMENT Ln • a--;oe-_e- - o--�-o—---------------- - - -- - - --—____. PFpDUCTPttl1S8P •. � ----------- 16 18 T8' 26------ ------- ----- ------- -- acsRd�Nxit4IDeftaicr ONE BY WOOD—' 1/4" ITW TAPCON 13 1 1 2 MIN. °0°50 BUCK BY OTHERS / " EXTERIOR A�P�►b�-061D01> (SEE NOTE 5, T. 1) INSTALLATION ANCH R EDGE DIST. m Mmaou 07000 BUCK PROTECTION A VERTICAL SECTION H HOR ZO TAL SECTION 13Y SY OTHERS (SEE IN T. OMDAMPAMSHOWN. PI>�n somws NOTE 11A (8 X 1 t/2" ,4 1/4' MAX. SHIM SPACE #8 X 1 1/2' WOOD SCREW ` wWOOD SCREW 1/4" MAX. SHIM AS REQUIRED 14 1 1/2" MIN. EMBEDMENT - CONCRETE = r $ SHIM SPACE 1" MIN. EMBEDMENT -- MASONRY s 1 1/2 MIN_ 15 18 3 T $ 10 EMBEDMENT 13 1/4' RW TAi�INSTALLATION ANCHOR SHIM AS REQUIRED 10 ! f9 t7 46 #12 WOOD SCREW,2 q a 1 1/2"" MIN. EDGE DISTANCE - CONC. INSTALLATION ANCHOR .9 .V 2" MIN. EDGE DISTANCE - MASONRY Lt1 a g F 7/8' MIN. Q --CONCRETE OR MASONRY = cs LL Q BY OTHERS EDGE DIST V (SEE NOTE 4, SHT. 1) d Q ISOLATION MATERIAL BETWEEN R TWO BY WOOD 2 8 21 23 f .1 WOOD BUCK & MASONRY Ci FRAME BY OTHERS :S%r n OPENING BY OTHERS lJ " (SEE NOTE 4, SHT. 1) �k4' Y ;$�j ti V ONE BY WOOD SHEATHING fz. .s :'c• t� +»r BUCK BY OTHERS W' BY OTHERS 20 16 5 t � Q -'Q (SEE NOTE 5, SHIT, 1) a U #B X 1 1/2" t4 toTEBl4B 19Yr: 'c8 7C 1 1/2' s a H WOOD SCREW ERLMETER CAUlJ( PERIMETER CAULK 14 WOOD SCREW EXTERIOR FINISH BY OTHERS BY OTHERS g aZ z BY OTHERSEXTERIOR N7SH C3 C1 E HORIZ�ALQN BY OTHERS �C H � ttumorumx swwa �, HORRI7�ONTAISECTION o 0 Big 7/8'01t LAMINATED G1ASS CONSISTING a tb OF: EXTERIOR LAMINATED GLASS — kin KURARAY AMERICA INC. BUT CRE Q90' $ � INTERLAYER, 0.39'AIRPSACE W/ Q DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8'TEMPERED GLASSRm.nI,Arom.o.PAL 16 1b Ewna Pa tm.aozax 2 Pis ,t*itttttttttli 2 ` tO��Q4\G6Mg ¢%�3r� Of 17 Na 49 fi�O 1/2" I AT- F •k GLASS BITE 1dIEBIgB i F170LAIS BITE STAT^ F .Iu (� ` D,�:,a kr 1 27 A 4$ 4 �irs ONAspolools PRDOUC7REVfSCp GLAZING DETAIL I AComm %w,r„vre. GLAZING DETAIL 2 RY Mwnl po" WELDED MITERED d d CORNER CONSTRUCTION i Z,D.C. "P.) TILT LATCH STEEL-ZINC COATED 3 -_j 0.32r -0-14V 020V ftWJA.WMPE SHIM fto"VE.ft 49761 NOTE; CORNER DETAIL IX PT WOOD BUCK 0.1w ❑ o3or o"111111Z Ifff" PARTING STOP EXTERIOR PERIMETER BY OTHERS T_ gg.. o 2.12610�r **%c;F TO BE SEALED TO IX PT WOOD BUCK 1.9w F IV pgrii WITH SIKA 551 SILICONE 5.42r No 4 752 08M LVO 644 ol 0 o.w iloor O 7A1' QFC t oir 0 olor 0.1 0.157r, oral b mra. tj Q MAIN FRAME WEEP HOLES(SILL): Q2 SASH FRAME GLAZING STOP-OPERABLE LITE a WHITE RIGID PVG iJ2"X 1r2 EACH END(INT.TRACK) WHITE RIGID PVC (DGLAZING STOP W/HANDLE 4 WHITE RIGID PVC ^ ^ F 0.070"THK i/2'X 31W MIDSPAN ONT.TRACK) 0.068"THK WHITE RIGID PVC 0.055'THK. % 5/8'X 318'EACH END(EXT.TRAC 0.055'THK 5/16. __r 4 3f16" 1 �" 15/16- 11/16 d i sfls" 2 3/4" $ SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER Q WHITE,RIGID PVC WHITE RIGID PVC WHITE RIGID PVC O 1 3f 8" 047.7 THK 0.070"THK 5/16"0.0511 THK. s/16" --- 9/16* `D }i 3 1/4" t 3j8" 1" iT 11 s a F POCKET COVER @POCKET COYER TILT LATCH OFlYIATERIA,t3 (EXT.TRACK) (INT.TRACK) �- WHITE RIGID PVC ITEM#� DESCRIPTION MATERIAL SUPPLIER 0.070'THK. WHITE RIGID PVC STEEL-ZINC COATED .. p a : 0.070"THK. 1 MAIN FRAME WHITE RIGID VC RWDP � i3 SEE SHEET 6 2 SASH FRAME WHITE RIGID PVC "RWDP yy 3 OLAZIN STOP WITH HANDLE WHITE RIGID PVC •"RWOP -- T 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "RWIDP gig 1 1 j16` 5 T COVER EXT.TRA WHITE RIGID PVC '•Rif" 1 1 ff 6" 6 POCKET COVER INT.TRACK WHITE RIGID PVC "RW DP 2 � 7 SASH COVER WHITE RIGID PVC ••RWDP m 1 7/8' WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)i5 GA. STEEL ALLOY 1008!1010• REGENCY PLUS.INC. 1 7j8' 314'X 318'EACH END 1/4'X WIS'MID SPAN g INTERLOCK COVER WHITE RIGID PVC '•RYUDP X i0 PARTING STOP WOOD PT SYP 0-0.65 MIN. (�INTERLOCK COVER REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH WHITE RIGID PVC SASH FRAME i8 FIXED MEETING RAIL 12 812 WOOD SCREW INSTALLATION ANCHORI STEELI1Wnr g 0,070"THK STEEL W3RIGID PVC 13 1/4'ADVANCED THREADFORM TAPCON 0.050"THtCK 0.066"THK, 114 88 X i it2"WOOD SCREW STEEL EOGF_SEAL ° 12 Fy=30-SD SKI 16 7/8"O.A.INSULATED GLASS(SEE GLAZING GLASS 5/16- Fu=37.5.88.7 KPSI DETAIL ON SHEET 3j �t'•aiAmes16 SIKA FLEX 652 SILICONE f'lfip� 17 GLAZING STOP-FIXED LITE WHITE RIGID FVC "IRWDF ..JKA o��Q;t••iGEtVg: �,yG �- 1 3/4" jt6.1 2 3/16' 1S FIXEOMEETI L WHITE RIGID PVC "RYVDP es"TATE - 3/4• 10 PANEL P/FRAME VER WHITE RIGID PVC ^RWDP *" ,�j; z ttf 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "RWDP o rRTING STOP QREINFORCE(VIENT 21 FINSFAL WEATHERSTRIP VINYL ULTRAFAS �0; r WOOIJ 2 1/16"-q 23 HUR-22 ORiCAN TSEDMETA{t�ROLLERS SfE NOTE BELON4 STEEL-LNC£COATED p ENG G ���`�vsi O R FIXED MEETING RAIL 4.050 TH#CK ® POCKET INSERT 24 WEEP HOLE COVERS PLASTIC R0444i �tij�of Otdp` FY=30-60 KSI FIXED PANEL 26 REINFORCEMENT FIXED MEETING RAIL 15 GA STEEL ALLOY 1008M010 REGENCY PLUS,INC. Fn=37.6-86.7 KF St 28 ENDUR 0.8 SPACER STAINLESS STEEL CARDINAL WHITE RIGID PVC 27 GLAZING PADSETTINGBLOCK-2NB�K•126028-020 NEOPRENE FRANKLOWE PROWCTRev1880 1 1/2' 0.060':��l NOTE;HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER m amdrsa`°"I/�" 15/16 6" FRAME.NOT SHOWN IN DRAWING, a�Pax+We -a�taos -�— ASTM A•A7008A/A108 /1 RWDP.ROYAL WINDOWS AND DOOR By 5/8" 3/4" 1 1/8` LSA •PROFILES,PLANT NO.13 MD NOA NO.12-1120.02. 12/15+2415 Florida Building Code Online m �. . rr �' } Z.3 1<,t OCfS Home Log rn User Regist2bon Hol 7opiu Submit Surcharge Stats&Facts Publications FOC Staff OCiS Site Map Links search (BusinCettslI�%Yn1_' 1 tOlGJJ1V11�) 4USERi ProductApprova) Public User Rod l 7i l Prodgd Approval Menu>Prod.t•1 Or A0011Q000 Smirch>2pphcaUbn t ct>Appricatlon Deta4 FL# FL1140946 1�L ! 40Q + �..... ':ry"" "" Application Type Revision Code Version 2014 Application Status Approve `Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus incorporated Address/Phone/Email 1024 Locust Gap Highway Mount Carmel,PA 17851 (570)339-3374 tonyp@copservationwindows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SO 17851 (570) 339-3374 joek@window-pros.info Quality Assurance Representative Joe Korreniecki Address/Phone/Email 2000 Locust raC Hwv. Mount Carmel, oA 17851 (570)339-3374 joek@window-pros.info Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management institute Referenced Standard and Year(of Standard) Standard Year AAMA/NW W DA101/l.S.2 1997 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A tvW.fiforidabWlding.org/pr/pr app Od.aspX?paran-wGEVXQwtDq\,SjAgZgWuEBSA--V2GSVf6d1OtmioQItJgv2SJ%2bMHJQ%3d%3d 1/3 ■ 12/15015 Florida Building Code Online Date Submitted 10/08/2015 Date Validated 11/04/2015 Date Pending FBC Approval Date Approved 11/05/2015 SUMLIMpay of Products FL# 1 Model,Number or Name ----[D;scrlptlon 11409.1 Series 3000/4000 Series 3000/4000 Non Impact Fixed Window Urrift.of Use Approved �ed ,.,.j,' odf Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration!Date limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL11409 R6 C CAC N1006320-116, Impact Resistant:No 12/31/2021 Design Pressure:+70/-70 Installation Instructions Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW I FL11409 R6 11 08-01380A.Ddf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED(TPL-1). ( Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes! Evaluation Reports FL11409 R6 AE 51199$B,nd Created by Independent Third Party:Yeq .... ...... 11409.2 Series 5105 Series 5105 Impact Fixed Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes i FL11109 RG C CAC NI006317A-R3j3d i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration'Date Impact Resistant:Yes 09/30/2021 Design Pressure:+55/-55 Installation Instructions Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11409 R6 11 08-01381B.odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED(TPL-1). 1 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL11409 R6 AE 13-0129.27-COMP.Ddf FIA1409 R6 AE 13012927.ndf FLI1409 R6 AE 511999C.ydf Created by Independent Third Party:Y6, 11409.3 'Series 5108 Senes 5108 Vinyl Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11409 R6 C CAC N1009490-R3.t)d Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration',Date Impact Resistant:Yes 05/31/2021 Design Pressure: +55/-55 Installation Instructions Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW I FL11409 R6 11 08-013958.odf i AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED(TPL-1). Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party- Yes Evaluation Reports FL11409 R15 AE 13-0129,27-COMP.12d FL11409 R6 AE 13012927.pd FL11409 RG AE 512014Q.pd Created by Independent Third Party:Yes, ---------- -.---- ------ 11409.4 ;Series 5110 1 Series 5110 Vinyl Fixed Window Certification Agency Certificate Approved for use in HVHZ:Yes F1.11409 R6 C CAC N1011103.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Fxplration[late Impact Resistant*.Yes 04/30/2016 Design Pressure:+55/-65 Installation Instructions Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11409 Rfi 11 08-01601A.r)d AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED(TPL-1). Verified By: Luis R. Lomas, P.E.62514 Created by Independent Third Party.Yes' Evaluation Reports FLI1409116 AE U-0129,27-COMP,ocif E11409 R6 AE 13012927.od FL11409 R6 AE 5122588 Pdf ....... Created by independent Third Party;Yes 1409.5 1 Series 6613 Series 6613 Vinyl Fixed Window Limfts of U,,e Certification Agency Certificate EUIA92 R6 C CA.C..NI01jfl88,Udf Approved for use in mv" Yes Approved for use outside HVHZ.� Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/13/2017 Design Pressure: +55/-55 Installation Instructions Other.FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL1144 R6 11 08-02243A,odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED(TPL-1), Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports gL11499 R6 AE 1g 03 8M-COMP,Pdf X111409 R6 A 09,odf 11489 R6 AF Sy7QFZe Ddf htipl/floridabuildrig Ueaceo by independent Third Party:Yes -Org/Pr/Pr-?PP-dO.aspx?prarrr-wGEvXWDq,AUyqqZgWuEBsA.zV2G SVf6d'QrrmOQItJqv2SJ%2bvvtHJQ%3cr/(,3d 2/3 12f1620115 Florida Building Code Online ri Series 7113 Fixed Lite Window Series 7113 Fixed Lite Window 74-x72,,Non-Impact of Use Certification Agency Certificate mats Approved for use In HVHZ:No FL11409 R6 C CAC NI01193_-2Sff Approved for use outside HV"Z:Yes Quality Assurance Contract Expiration Date Impact Resistant.*No 04/30/2017 i Design Pressure:+50.0/-50.0 Installation Instructions Other: FL11409 R6 11 08-02617,odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL11409 R6 AE 513396.gdf Created by Independent Third Party: Yes Contact us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1024 The State of Florida Is an AA/EEO employer.CopyrIght 2007-2013 State of Florida.::Privacy Statement::Accessibility Staterregt::Refund Statement Under Floridalaw,email addresses are public records.If you do not viant.your e-mail address released In response to a public-reoords request,do not send electronic mail to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address iiihicin can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepts; VAM®ww_� U� tV-//flOridaWicririg.orgipr/pr._app_dffi,aspX)pararn--,AGEVXQwtDq,�6JAqZ9WuEBsA-zV2GSVf6diamrr ltjqv2Sj%2bMHjQ%3do/ 0010 a3d 313 NOTICE OF PRODUCT CERTIFICATION Ep GERTIajlO CERTIFICATION NO: NI0116881 a DATE: 10/21/2013 x � CERTIFICATION PROGRAM: Structural ty COMPANY: Regency ' CODE: 750-1 EDP ' To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION; Regency Plus,Inc. Series "6613" 2000 Locust Gap Highway Vinyl Fixed Window Mount Carmel,PA 17851 Configuration:0 Glazing:IG-Interior-5/32"Tempered Glass/ Exterior-Laminate-1/8"Annealed Glass/0.090"iDuPont SentryGlas Plusg/I/8"Annealed Glass!, i I ' Frame: W-2435mm(96") H-1219mm(48") I DLO: W-2302mm(90.63") H-1086mm(42.75) I SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/1.S.2/A440-11 Class R-PG55 2438 x 1219(96 x 48) AAMA/WDMA/CSA 101/1.8.2/A440-08 FW-R55 2438 x 1219(96x40 ,) AAMA/WDMA/CSA 101/I.S.2/A440-05 Design Pressure: 2640 Pa(55 pf) ASTM E1886-04/05/E1996-02/04/06/09/2012a Wind Zone 4-Missile Level D' TAS 201/202/203-94 Water Penetration Resistance Test Pressure:400 Pe(8.25 pso I Product Tested By: National Certified Testing Laboratories Report No: NCTL-110-16563-1/NCTL-11 563-2/NCTL-110-16563-3 Expiration Date: October 31.2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 i Ar REWSIONS REV vESr-mvmH OATS I APPRMED 96" MAX FRAME WIDTH A ADDED EDGE DIMENSIONS 03/02/15 1 R.L 4" MAX 4- MAX 4' MAX 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING 10 UL ULSIU TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12" 3) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR 48" MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF MAX D.C. MAX COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. _9V�MAXFRAME WIDTH MANUFACTURED�ZCOMIPLYWITH INCLUDING Z. 0 r y y MAX FRAME 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT HEIGHT SHOWN HEREIN, WIND LOAD DURATION FACTOR Ccl=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET I FOR GLASS DETAILS, 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4% 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE 6613 VINYL FIXED WINDOW DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. EXrERIOR VIEW 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8.- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS DESIGN PRESSURE RATING IMPACT RA TING] SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS SCREWS ±55-OPSF LARGE WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS.MINIMUM BEYOND STRUCTURE INTERIOR WALL. .El MISSILEIMPACT LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MISSILE LEVEL D,WlN0Z0NE4AND HVHZ 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8* THICK MINIMUM 7/8' 1/8-ANN 0.090 SENTRY CLAS BY DUPONT SIGNED:0310312015 1/8'ANN 5/32"TEMP EXTERIOR DESICSTEEL REGENCY PLUS, INC. SPACERCANT 2000 LOCUST GAP HIGHWAY SYSTEM MT. CARMEL, PA 17851 9/16" 85TF7Er INTERIOR 6613 VINYL FIXED WINDOW 0 ELEVATION AND NOTES Al OF SHEET NO. DESCRIPTION SIKAFLEX GLAZING DETAIL DRAM. m NO. m 552 1 ELEVATION, ANCHORING AND NOTES V.L. 08-02243 A SEA," 3 1 1 15,71111(INA16 VN 2 INSTALLATION DETAILS Po"NIS IME 10/23/13 1 SHEET I OF 3 Ar '1/2" MIN. REVISIONSEDGE DISTANCE 3/4° MIN' IN atv oescr:wnox DATE wrxoven WOOD FRAMING METAL EDGE DISTANCE A ADDED EDGE DIMENSIONS 03/02/15 R.L OR 2X BUCK STRUCTURE BY OTHERS1 3/8" MIN. BY OTHERS 1/4" MAX. EMBEDMENT / --J �) (S�HIM�SPACE — J APPROVED J �� J 3/4" MIN. APPROVED �1 SEALANT p� 1/ HIM SPACE 4' MAX. SEALANT QL 11/4" MAX. EDGE DISTANCE EHIM SPACE n (�U � � INTERIOR D Ir 10 SMS OR �1D SMS OR 10 WOOD uu SELF DRILLING SCREWS N SELF DRILLING SCREW SCREW METAL ° STRUCTURE O BY OTHERS APPREDD EXTERIOR OV SEALANT JAMB INSTALLATION DETAIL Li METAL STRUCTURE INSTALLATION INTERIOR EXTERIOR INTERIOR 3/8' MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE EXTERIOR 1/2" MIN. q EDGE DISTANCE (� #10 SMS OR 4 fl10 WOOD n r SELF DRILLING #10 WOOD � INTERIOR LI SCREW u U SCREW SCREW APPROVED APPROVED WOOD FRAMING ° SEALANT �° 1/4" MAX. SEALANT �° OR 2X BUCK O SHIM SPACE 1/4° MAX. BY OTHERS �� \\\\\\ SHIM SPACE EXTERIOR WOOD FRAMING 1 3/8" MIN. METAL ( APPROVED OR 2X BUCK EMBEDMENT STRUCTURE SEALANT BY OTHERS BY OTHERS JAMB INSTALLATION R STLA LTICOKINDET AILON 1 3/4" MIN, WOOD 1/2- MIN EDGE DISTANCE EDGE DISTANCE SIGNED:03/03/2015 VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLA770N METAL STRUCTUREINSTALLATIDN REGENCY PLUS, INC. \\����Rl+ r1JJJ� 2000 LOCUST MT. CARMEL, PA 1785AP WAY \\`J`g •EN 0�9���. --- -- - ----------- ----------------- - ----------- - -- - ---- - - - - - - --- - -- - - - -- - --66-1.3-VINYL-FIXED-WINDOW---- - -- � - 5 ------ NOTES: - 96" x 48" 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS • AT OF '�y+ 2.PERIMETER AND JOINTEALANT BY07HERSTOBE DRAWN:NOTSHOWN FOR CLARITY r/Mc No, Rtv '%O� �ORt��"\�\� DESIGNED IN ACCORDANCE WITH ASTM F2112 V'L, 08-02243 A �/ J G\\ Scue NTS °1� 10/23 13 SxELT2 OF 3 /�Jj/� Ai. 0�\�� REMSOM 2 1/2" MIN. APPROVED EDGE DISTANCE REvDN A ADDED EDGE DIMENSIONS 03/02/15 R.L. CONCRETE/MASONRY BY OTHERS '' '• 4 -. a 4 1 1/4" MIN, OPTIONAL 1X BUCK `' 4 EMBEDMENT 1 1/4" MIN. TO BE PROPERLY ' • EMBEDMENT SEHEET 1 CURED 4 F SEE NOTE 3 S CONCRETE/MASONRY BY OTHERS APPROVED 1/4" MAX. J OPTIONAL 1X BUCK1/4' MAX. SEALANT SHIM SPACE TO BE PROPERLY a SHIM SPACE Q SECURED SEE NOTE 3 SHEET 1 � D3/16° TAPCON 3/16" TAPCON a '. INTERIOR 2 1/2" EXTERIOR INTERIOR MIN. EDGE a ❑ DISTANCE �. O 3 APPROVED EXTERIOR SEALANT C3/16- CON JAMB INSTALLATION DETAIL CONCRETEIMA SONR Y INSTALLATION APPROVED D SEALANT ❑ 1/4" MAX. OPTIONAL BUCK SHIM SPACE TO BE PROPERLY � NOTES: SECURED f.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. SEE NOTE 3 SHEET 1 NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS • 4'BY 03/03/2015 4.f 1 1/4" MIN, EMBEDMENT REGENCY PLUS, INC. \`��11�1I�IrII,f� 4! 4 e I 2000 LOCUST GAP HIGHWAY `NQS\\ R' LD'yy�ii 4 MT. CARMEL, PA 17851 r••��CHNy�41.•�+�� 2 1/2" MIN. 6613 VINYL FIXEWINDOW *• 0 6 EDGE DISTANCE 96" O 48" M cu VERTICAL CROSS SECTION INSTALLATION DETAILS � 1 TAT OF CONCRETE/MASONRY/NSTALLATION ow�wta. c NO. RE �� • 0RIOV- \ �� S' rxlc OS SOH2243 A 4�/,SS�OAIA"�aa`\� NTS 10 M/13 3 OF 3 6/16/2016, Florida Building Code Online ltir fjo1f.da C`q2 t Mt Vi BCIS Home i Log In User Registration l Hot Topics ; Submit Surcharge Stats&Facts publications FBC Staff I SCIS Site Map Links Search BusinYes11r7,h��]�y Professi foaloa-=-Pt pprovalli[User Regulation Product Approval Menu>Product or ADD lication Search>Application list>Appriration Detail Z FL# i FL11479-R3 Application Type Revision Code Version 2014 / Application Status _-- 1..d--_11 *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus Incorporated Address/Phone/Email 1024 Locust Gap Highway Mount Cannel, PA 17851 (570)339-3374 cto.m�p2conservat Io�niladoWs.c om Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Cannel,SD 17851 (570)339-3374 joek@window-pros,info Quality Assurance Representative Joe Kotzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,PA 17851 (570)339-3374 joek@window-pros.info Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard year AAMA 450 2006 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Testing Lab FL11479 R3 Eouiv AAMAEOUIVALENCY o tr FL11479 R3 Eouiv ASTMEOUIVALENCY.odf httpJ/Roridabuilcing.org/pr/pr app db.aspX?pararrl--wGEVXQwtDq\BJWgZ9WuEIMsgd27flid1gZWSLB\,ceLwp2zb%2bXcAo/D3d%3d 1/2 fi 6116/2016 Florida Building Code Online Product Approval Method Method I Option A Date Submitted 03/19/2015 Date Validated 03/2012015 Date Pending FBC Approval - Date Approved 03/23/2015 Summary Products u A!.y_.qt P FL 'Model,Number or Plame ^~ Description 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION —Certification Agency Certificate Approved for use in HVH2(�wi_, FL11479 R3 C CAC N10070!51-R4,P(Jf Approved for use outside FFV"Z:Yes 1quality Assurance Contract ExPiratl3r,Date Impact Resistant.Yes / 12/31/2020 Design Pressure:+70/-70 Installation Instructions Other: FL11479 R3 11 08- 205A.odf Verified By:Luis Roberto Lomas 62514 Created by Independent Third Party. es Evaluation Reports FL11479 R3 AE 511787A.odf Created by Independent Third Party:N es 111479.2 TECH SGOO T IMPACT MULLION TECH 5000 T IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11479 R3 C CAC N1007050-R3,c)d I Approved for use outside HVHZ,.Yes Quality Assurance Contract Expiratl 11 Date Impact Resistant:Yes 02/28/2021 Design pressure-+70/-70 Installation Instructions IE Other: fl 1147<) R:3 tl 08-012,6A.,cif Verified By: Luis Roberto Lomas 514 Created by Independent Third Party-Yes Evaluation Reports 479 R3 AC 511788A.r)d 1Creatad dependent Third Party:Y s t ,f.01111� d ,:r_c,gpiratt Its Lomas 6,1 .4 Contact Us 1940 North Monroe Street,Tallahassee FL 3239-9 Phone,850.487.18124 The state of Florida is an AA/EEO employer.QopyrIght 2007-2013 state of Florida.::Privacy Statement:: ccessibill Ste ment Refund Statement Undo,Florida low,email addresses are public records.If you do not want your e-mail address released in response to a pubil records request,do not send T electronic mail to this entity,instead,contact the office by phone or by traditional mail.It you have any questions,please con Ct*850.487.1395.-pursuant to Section If D on 4SS.275(l),Florida Statutes,effective October 1,2012,licensees licensed under 455,F-S.must provide the an rtment with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses am pu Ile record.If you do not wish to a " supply a personal address,please provide the Department with an email address which can be made available to the public.To etermine If You are a licensee ­de,Ch.pm,4SS,F.S.,P1....click here Product Approval Accepts: http://floridabuilding.org/pr/prappOfl.asp)(�rarn,--wGEVXQvADq v8JA qZgWuEl M sg d27fli dl g ZWSLBWeLwp2zbO/.2bX=A`°/�3d`/*3d 2t2 __ t NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1007051-.R4 DATE: 03/2812007 . CERTIFICATION PROGRAM: Structural �, s,'� r• 'w COMPANY: Regency CODE: 750-1 REVISION DATE: 02/02/2015 To verify that the"Notice of Product Certification"is valid,please visit kyti-Nv:NA MICertitication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAM[if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus,Inc. Series"Tech 5000 Impact Mullion" 2000 Locust Gap Highway Fixed Lite Combination Window Mount Carmel,PA 17851E Configuration:0/0 Glazing:IG-Interior-3/16"Annealed Glass/ Exterior-Laminate 5/.32"Annealed Glass/0.090"SGP/ 5/32"Annealed Glass Frame: W-2720mm(107") H-1955mm(77") Lite: W-1345mm(53") H-1955mm(77) SPECIFICATION _- AAMA/WDMA/CSA 1.01/I.S.2/A440-05 FW-R70 2720 x 1955 (107 x 77) ASTM E1886-05/E1996-04 'Wind Zone 4-Missile Level D ` TAS 201/2021203-94 Design Pressure: +70/-70 f7 Large Missile Impact Rated j Product Tested By: National Certified Testing .............._.._-- Report No: NCTL-110-10616-1/110-1 616 10-10616-3 Expiration Date: December 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,SIA 23072 Tel: (804)684-5124 Fax: (804)684-5122 PARTS LIST REVISIONS N0. PART NUMBER DESCRIPTION REv DESCRIPnDN DALE I APpROn. 1 A718-02P078 4"ALUMINUM MULLION SHEATHING A ADDED EDGE DIMENSIONS 03/02/15 R.1- MULLION .L 2 A116-02M078 MULLION CONNECTOR (CLIP) BY OTHERS 7/16" MIN. EDGE DISTANCE 2 1/2" MIN. 3 MULLION CAP MASONRY FRAMING EDGE DISTANCE 1 BY OTHERS BY OTHERS 1 3/8" •:..t.,,::•;:;. MIN. EMB. 1X BUCK F 1 1/4" s; u 7.•t BY OTHERS #8 WOOD MIN. EMB. SCREW 2 3/16' PCON 1 , DETAIL A 2 WOOD FRAMING 1 SELF TAPPIA TOP CLIP INSTALLATION DETAIL A SCREW 1X BUCK CONCRETEMASONRY TOP CLIP INSTALLATION SEE SHEET 2 NOTE 1 1 �7LJo D�d 2 1 2 3 1 L_ WOOD FRAMING CONCRETE/MASONRY 1 3/8" BY OTHERS BY OTHERS SECTION B-8 MIN. EMB. 1_ FIXED WINDOW FRAME SHOWN FOR REFERENCE ONLY I 1 1/4" MIN. SHEATHING EDGEIDISTAINCE N. EMB. BY OTHERS #8 WOOD SC DETAIL C 2 1/2' 3/1 CON w00D FRAMING EDGE DISTANC . ANCHORING NOTES: BOTTOM CLIP INSTALLATION 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16"ITW TAPCONS WITH SUFFICIENT DETAIL C iX DETAIL LENGTH TO ACHIEVE A 1 1/4^ MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" BOTTOM CLIP INSTALLATION MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE SEESHEET2NOTE1 CLIP'S DIAGONAL HOLES TO INSTALL TAPCONS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8) #8 WOOD SCREW SIGNED.03/03/2015 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. REGENCY PLUS, INC. �Vllllllll/!� 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #B SMS SELF TAPPING SCREWS 2000 LOCUST CAP HIGHWAY \��\\\S g•�0���i� WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS MT. CARMEL, PA 17851 ���v.'\C ENS••9s�� PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION. \, F 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED TECH 5000 IMPACT MULLION ><t• 0y�61 It= IMPACT RESISTANT *�<'�,� INSTALLATION INSTRUCTIONS. CROSS SECTIONS AND INSTALLATION DETAILS �, '-TATS F j"�; �� DRAWN: UNG NO. REV %0'�`� OB SCALE NTS °ATE 02/02/11 BH5 EEf2OF 3 A REVISSON5 SEE DETAIL A EDGEN — DA�FT{PpR NEo A A➢DEQOIMENSIOIQNS 03f02f1�5 {-L�A. , 53' MAX.SINGLE UNIT WIDTH 53' MAX,SINGLE UNIT WIDTH rev oEse—� 8° MAX. D.C. / NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 77° 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW j OPENING AND ALL WOOD FRAMING AROUND WINDOW. MAX, 4) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL UNIT HEIGHT / ! LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 7) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, INC.AND MUST BE MADE OUT OF VINYL PVC. 8) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN // PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 9) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 10) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND SEE DETAIL C MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. TECH 5000 IMPACT MULLION SEE NOTE 10 FOR APPROVED CONFIGURATIONS EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGE SIGNM 0310312015 MISSILEIMPACT NCY 2000 GEOCUSTpGAPSHIGHWAY iiiXN)R utr� 4 MT. CARMEL, PA 1'7851 1v, lOENScP'�r — — — —'— — TABLE—OF—CONTENTS —TECH'5000—IMPACT—MULLION-- �ATPOF LARGEMISSILE IMPACT SHEET N0. DESCRIPTION ELEVATION AND NOTES � Q 1 ELEVATION AND GENERAL NOTES DAAwN: OA'0 NO. RE4 40�•�[0 Wp' 2 CROSS SECTIONS, B.O.M.AND INSTALLATION DETAILS R.L. 08-01205 A r`�%s/pNAL 04"\N i 3 COMPONENTS sc"�NTS —02/02/11 111071 OF 3 //111111111 ti� REVISIONS REY DESCRIPRDN DATE APPROVED A ADDED EDGE DIMENSIONS 03/02/15 R.L. 6- 1/2' 1 1/4" 1 1 3/4" Lr— o 1/4"THRU CSK 03/8"X82' 2 3/4" c" 1„ 2 3/4' 1/2° Ll 1/8� II I 3/4" O MULLION CAP VINYL PVC.065'THICK 2° 4"MULLION 1- O ALUMINUM6063-176 Q MULLION CONNECTOR(CLIP) ALUMINUM6063-T6 SIGNED:03/03/2016 REGENCY PLUS, INC. ��i 2000 LOCUST GAP HIGHWAY �\`�J\S��EAf89J;�� MT. CARMEL, PA 17851 ' TECH 5000 IMPACT MULLION *• o b k� IMPACT RESISTANT ori= COMPONENTS '¢I• TAT CF ty� DRAWN' oWc NO. REV �s:c�OR10t-'Kl; R.L. DATE 08-01205 A NTS 02/02/11 3 OF 3 e L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St. Danville,VA 24541 Report No.: 511787 ► 434-688-0609 rllomas@hlomaspe.com Manufacturer: Regency Plus, Inc. 2000 Locust Gap Highway Mt. Carmel,PA 17851 Product Line: Tech 5000 Impact Mullion Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01205 Revision A,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.NCTL 110-10616-2 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York,PA TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 10.5psf water penetration. TAS 203-94 Cyclic Pressure loading±70.Opsf design pressure 3. Report No.:NCTL 110-10616-1 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York,PA AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: ±70.Opsf Water penetration resistance 10.5psf 4. Report No.:NCTL 110-10616-3 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York, PA ASTM E1886-05 and ASTM E1996-05 ASTM E18861 El 996 Large Missile Impact,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test,±70.Opsf design pressure 5. Anchor calculations, report number 511787-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±70.0 psf • Maximum unit sizes attached to each side of mullion: 53"x 77" • Units attached to mullion must have their own separate approval. • Units may be mulled indefinitely as long as maximum unit size is not exceeded. • Mullion may be used vertically or horizontally • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. Installation: Units must be installed in accordance with approval document, 08-01205 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)_ v \C E N S •9cA'-� � 51 D • TATE OF �i��F'�l ORIOP• �`� AL,�����\ 1 of 1 Luis R. Lomas,P.E. FL No.:62514 03/03/2015