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HomeMy WebLinkAboutProduct Approval P g (W i 1..15-0618.04 24 X63 (Single,Hung) 2. 15-0618:04 24 x63 (Single Hung)- 3. 15-0618.04 24 x63 9 10 0 (Single Hung) Fam Rm Bed 1 4. 15-0618.04 96 x77 �� Q (Single Hung) 5. F111103.1 96 x 80 z (Sliding Glass Door) 6. 1.5-0618.02 47 x 59 8 (Double Hung) 7 Fam Rm 7. 15-0618.03 60 x47 Kit (Horizontal Slider) 5 s CAN 8. Fl 11103.1 72 x80 (Sliding Glass Door.) M Bed Din 9. 15-0618.02 48 x60 �o (Double Hung) v r4 10. 15-0618.05 36 x60 m c � (CAsement) � ,^� ren 11. 15-0618.05 36 x60 r' r14 (CAsement) Bed 2 a U °�? L a)O m G `fl V C Ln W O L X O� ? U O Co r LO 3 2 1 m Cn I 4 Liv Rm Liv Rm Liv Rm C M M Bath Q N N Y V O i LE tU G 07 11 t O O p T— LL 7 "PMONTE•TEemE-OM SCALE: NOT TO SCALE DATE: Dec 02,2016 PAGE DESCRIPTION: Site Plan _•,~.�_ _ PAGE: OF1 STMB"j1GHT 1918 Corporate Drive Boynton Beach,FL 33426 WINDOWS Ph.561-922-6747 Fax.561-292-3562 Property Information Building Information Owner: John or Debra Blair Wind Zone: 170 MPH. Address: 4107 Smokey Pines Ct Exposure Category: C Fort Pierce,FI 34951 Minimum Building Dimension: 52 ft. Mean Roof Height: 12 ft. Risk Category: 1I Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in--IF) Elevation(ft) Pressure(psf) Pressure(psf) _j 1 Int 24 63 7 37.7 -40.9 - --- .......... _.__. ---.. ............ --- --__..- .__ --- ------- .......... _ ...........................-- - 2 Int 24 63 7 37.7 -40.9 3 Int 24 63 7 37.7 -40.9 4 Int 96 77 7 33.8 -37.0 5 End 96 80 7 33.7 -42.4 --._ --------- ...-..............._.. ---.._.._......... .----._.-. ... ---... . ............. _...... ---- ............. -------_..-- _. 6 Int 47 59 7 36.2 -39.4 7 Int 60 47 7 36.1 -39.3 8 -_------_-�Int- - -72 80 7 34.4 -37.6 --- -- — -- ---- ---- - 9 Int 48 60 7 36.1 -39.3 .__.... ... - - ------_...- -..__. .................-- 10 End 36 60 7 36.8 -48.6 11 Int 36 60 7 36.8 -40.0 Prepared in accordance wish:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.Sth Edition(2014)Florida Building Code. Page 1 of 1 WINDOW s • • - OPENINd iNFOR"MAT'I"' ' ON 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/N/NA 1 Int W 718" LwniIG 15-0618.04 55 55 37.7 40.9 52x75 24x63 N N 2 Int W 78" Lami IG 15-0618.04 55 55 37.7 40.9 52x75 24x63 N N 3 Int W 78"LmnilG 15-0618.04 55 55 37.7 40.9 52x75 24x63 N N 4 Int W 7/8 Lami IG 15-0618.04 55 55 33.8 37.0 52x75 96x77 N N 5 End D 1"Lami IG FL11103.1 60 60 33.7 42.4 190X95.5 96x80 N N 6 Int W Lmni IG 15-0618:02 55 55 36.2 39.4 53X77 47x59 N N 7 Int W 78„Lami IG 15-0618.03 55 55 36.1 39.3 74X63 60x47 N N 8 Int D I"Lami IG FL11103.1 60 60 34.4 37.6 190X95.5 72x80 N N 9 Int W 7/8. LamilG 15-0618.02 55 55 36.1 1 39.3 53X77 48x60 N N 10 End W 7/8"Lami IG 15-0618.05 55 55 36.8 48.6 36X68 36x60 N N I1 Int W 7/8" Lmni1G 15-0618.05 55 55 36.8 40.0 36X68 36x60 N N MAM MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOT CCEPTANCE NOA www.miamida4s.¢ov/economy Regency Plus,Inc. 102 Locust Gap highway ouut 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 afterthe 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°`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 10/14/08,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. III,E IMPACT RATING:Large and Small 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. 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&I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. D NOA No.1raArtwanecautan Expiration Date: MaApproval Date: Octobe i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA Nv. 08-1.118.10) 2. Drawing No. RPLS0061, 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 20294 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3) Water Resistance Test,per FBC,TAS 20294 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 Testing Laboratories,Test Report No. NTCL-110-1161&1,dated 10/02/08,signed and sealed by Harold E.Rupp,P.E. (Submitted underNOA No. 08.1118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"1 Edition (2014),dated 09103/15,prepared by PTC, LLC, signed and sealed by Robert 1.Amoruso,P.E. 2. Glazibg complies with ASTM E1300-04e01 D. QUALITY ASSURANCE i I. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 140916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12»1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18, MAu ere P.E. Product Cont al Ex leer NOA No. 18.05 Expiratloji Date: May.06,2019 E_1 Approval Date: October 01,2015 t Reaeacy 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 1.Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1, both issued by National Certified 'Testing Laboratories,dated 10/02/08 and 01/20/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-111&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. 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 on 12/05/13 and 1. expiring on 05/06/19. Manuel PM .E. Product Control xa ner NOA No.1 18.05 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 i REGENCY PLUS INC. SERIES "5205 VINYL IMPACT CASEMENT WINDOW - LMI i o � INSTALLATILON ANCHORAGE DETAILS g s�€e�t NQTFS' ri. ISPRODUCTANCHORAGE SHOWNH HEREIN 13 OESK)NEO TQ 7.MATERIALS. INSTALLATIONNOTES: 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE OMFLY WITH 6TH EDITION(2014)FLORIDA BUILDING COD£ MUST BE MAGE OF CORP480M RESISTANT MATERIAL OR G}1I-BUILOM AND RESIDENTIAL VEL HURRICANE ZONE(HitliZLl}A7 TI"CLUDIINGO THE TA NSIGHTHE DOp1RpR83tE6,PUNT 43 RIGID WC PER LONA L4CATtQN Si{OWN. RIS REQUIRED AT EACH HAVE A CORROSION RESISTANT.CCATINO. LL a 2.THE PRODUCT OETAI S CONTAINED HEREIN ARE BASED UPON 12.1120.02 2 THE NUMBER THE MINMUMOF NNLIMBER L ANCHOATION�USED FOR EPIC-TED 15 MEASURED F AR.IOIN'OL EDALL INSTALLATION r PRESSURIE(S)STATED HEREIN, 9.FOR CONCRETE BLOCK,00 NO EOOL INSTA L kS MIAM4DAOE NOTICE OF ACCEPTANCE IVO. OF BLOCK OR EDGE OF SIGNED AND SEALED TEST REPORT 0 NCTI.110.11611F1. 7.2 GLAZING WTE"YER KUNA WY AMERICA.INC. PRODUCT INSTALLATION MORTAR MW INTO FACE ELL OF BLOCK y DATED 10/07"-ADDENOUMDATED IIJOSOiAND AMEN" BUTACITEWIERIAYERPERMWO-0ADENOTICE OF �It DATED omicio AN D ASSOCIATED LABORATORY STAMPED ACCEPTANCE(NOA)No.14-0918.10. 3.SWM AS REOURiEO AT EACH INSTALLATION ANCHOR 1o,RSTALLATION ANCHORS SHALL BE INSTALLED IN �{ DRIIWINGSANOWERE TESTED INACCORDANCE WITH WGH WITHLOADBEARNGSHIM(%1 MAXIMUMACI VIABLE ACCORDANCE NATHANCNCRMANUFACTURER'8 i9- VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201. SHIM SIZE IS W4 INCH.OHM WHERE SPACE OF III$INCH, INSTALLATION INSTRUCTIONS AND ANCHORS SMALL ' TAS-102 AND TAS,203. 0.NOT USED. 9R GREATEROCCURS.SWM(0) MALL BE CAHSTRUCTEO NOT BE USED R SU83TRATES WTiH STRENGTHS LESS o. OF HIGH DIMITY Y PLASTIC OR BETTER. THAN THE FNWMIHI STRENOTH SPECIFIED BY THE 3.THE PRODUCT HAS BEEN EVALUATED FORCONFORLAANCE TO t GLASS MEETS THE REQUIREMENTS OF ASTM =TM"MANUFACTURER. w, THE STANDARDS LISTED IN THE MH EDITION(20%)FLORIDA E113004M/. 4,FOR INSTALLATION INTO WOOD FRAMING.USE 012 WOOD �p BUILDING CODE(FIC)-BUILDING AND RESIDENTIAL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS VOLUMES AND IS IN COMPLIANCE WITH SAID STANDARDS 10.DESIGNAMON'r STANDS FOR THE FOLLOWING: MINIMUM EM ONIENT,MINIMUMEDGEDISTANCEIS?I$ HEREIN ARE BASED ON SUBSTRATE MA79MIS WITH !- � INCLUDING HIGH VELOCITY HURRICANE ZONE("VFM X:OPERABLE PANEL INCH, /. THE FOLLOWING PROPERT es: REQUIREMENTS. zvr 11.A11dl1HxiEASERALLOWABLE STRESS FOR WIND S.FOR INSTALLATION THROUGH 7XBIkKTOCONCRETE/ A WOW PROTECTION.WOODPROTECTION.W000- 4,ADEQUACY OF THE MT94G STRUCTURAL CONCRETE! k LOADSWAS NOT USED INTHE DESIGN OF THE - MASONRY.OR DIRECTLY INTO CONCRETE!MASONRY: A PRESSURE TREATED SOUTHERN YELLOW PINE. MASONRY AND 2X FRAMING AS A MAR WIND FORCE PRODUC;RS)SH MM HEREIN.WIND LOM USE N4 INCH iTW AMANCEOTHRFADFORML TAPCONS OF "a MINIUM SPECIFIC GRAVITY OF 0.53 LUMBER RESISTING SYSTEM CAPABLE OF WITHSTANDING AND DURATION FACTOR(Cd•1.%NILS SEEN USED FOR SUFFICIENT LENGTH To ACHIEVE THE FOLLOWING: MUST COMPLY WITH 5TH EDITION FOCIFRC AS W TRAWfEFUNOAPPLIEDPRODUCTLOADSTOTHE WOOD mom OESIGNWHEREWOODYONLY 5.1. CONCRETESUBSYRAM RELATED70wooOPROTECTION. 3 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR FAILURE GOVERNS FOR OTHER MATERIALS, 5.t.l, 1 U21NCH MINIMUM EMBEONIENT ARCHITECT OF RECORD AND TO BEREIEWEOBYAHL APPROPRIATE SAFETY FACTORS PER THE 5_2. I-2INCHMINIMUM EWE DISTANCE &R.CONCRETE 40MUMCOMPRESSNESTRENGTH OF APPLICABLEf>ESIGNSTANDARDAREUSED. 5.2 MASONRY SUBSTRATE 25WpsiANDCOMPUESWITHAC1301. R 6.1X AM 2XBUICKS(WHEN USED)SHALL BE DESIGNEO AND 5.2.1. 1INCH MINIMUM EMBEDMENT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 17.IN AREAS WHERE VM043OURNE DEBRIS 5.22 2INCH MINIMUM WOE DISTANCE AC MASONRY•STRENGTH CONFORMS TO ASTM C40, ftboup E STRUCTURE.SUCK DESIGN AMCINSTALLATION IS THE PROTECTION REQUIREMENTS EXIST USE OF AN MEDIUM WEKTITT WITH DENSITY-117 PCF, Fbr4x P.E.Nn 4W62 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM ISNOT 6.FOR PARTING STOP INSTALLATION USE I8 WOOD . RECORDMID TO BE REVIEWED BY M. NEEDED. SCREWS.EMBEDMENT ��;144} E�$1p�jii 6.THE INSTALLATION DETNL3DESCRIBED HERERARE 13.EACH WRDOWABSFJABLYWM1LLBELABELED YNTH 7.MWA�FINt DMENLu EDGE G BUT NOTWITEQTOEXCLUDE �,4.Q4••........ G ova.5210. G£NERIC/WDMAY NOT REFLECTACTUALOONDITIONSFORA A PERMANENT LABEL ANDIOR STAMP WITH THE V+•`L- fi'•G�� STUCCOFOA SPECIFIC SITE.IFSITE CONDITIONSCAUSE INSTALLATION TO EXTRUDER CODE AND'MDCA'. . II,BRtC1LVENEERANDSIWNQ. �.••I, No 487 tisp. DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN.THEN � � +'}}� THE BUILDING OFFICIAL MAYELECTONEOFTHE FOLLOWING l OPTIONS: ;tr A.OUTSIDE It",REQUIRE THATA LICENCED % STAT SPECIFICCTPREPAREANDSWWTSffE FOR USE WITH THIS DOCUMENT TO BE REVIEWED BY AW. TABLE OF CONTENTS B,INSIDE HVHZ•REQUIRE THAT A ONE TIME SITE A SPEOIFTCAPPROVALBEAPPLIED FOR AND OBTAINED SHEET.REV. SHEET DESCRIPTION LRS MOM THE MIA,MIFDADE COUNTY PRODUCT CONTROL. 1 E GEKEMALAN YI STALLAYM NOTES pKODi)(,71tEVI5E6, 2 E £LEVATKMIS •se�mP1!s[>sV tm EfaMs 3 E' VERTICALSECTION8 Dulsi�Oobe l3.0T.N9C6 DESIGN PRESSURE RATING(PSFI IIPACT RATINO� ACOP It E tiORLZONEl SE ILLON6SGLAZIHGI?ETAIL +56A �� Ai Apra 6 -E COMPONENTS, ILL OF TERNALS 8 COR DE NL •65A -55.0 LAI A�dri b s a j c N N N Ho•D.C. HEAD a sILJ. PARTING STOP ANCHORS ®4"FROM WINDOW 3.75'TVP.FROM PARTING ° 8 FRAME CORNERS STOP CORNERS HEAD a SILL 38.OT MAX HEAD a SILL ANCHORS PARTING STOP ANCHORS '� x DTH 4 3H"FROM PARTING 34.125 4"FROM WINDOW STOP CORNERS qq D.L.O. FRAME CORNERS PARTING STOP 7 N JAMBA14CHORS ANCHORS �4 5 a 8.6r O.C.TYP. S JAMBANCHORS m u � i ® 7 8116"D.C.TYP. 88.1875' 70"MAX. PARTING STOP MAXUNIT 68"MAX. ANCHORS MAXJ_O. I I ®HPGH0 NG HIEGHT® t y A UNIT ARTI `` STOPHEIGHT 4 I I 1 � f EINFORC T WOOD SCREW Y 4 4 P. INSTALLATION 9.5"O.C.TYw ANCHORS(TYP) I i ®HEAD aSILI `� ANCHORS TAPCON ll INSTALLATION I I ANCHORS(TYP) ,,,,.,J,,m„Q,,PF REINFORCEMENT® Fftwa PE,Na 49M ......---•- —•- I �wv�Pt JAME8,�0 38"MAX.WINDOW �I �4.:`�O E tiSF•.,9G�, A C' 'tel 0:�. 3 VNDTH® _ N2�.moo 38"MAX.UNIT STATE OF W WIDTH Wl '���� �;•�2�0 PARTING STOP® �l�`s••O R 10. O��p ELEVATIONANCHOR LAYOUT ® EXTERIOR VIEW EXTERIOR VIEW exoDUCr arvLseO u nmol wm&9 rk" Am No�a�QOs Gia • M FOTHERS ECTION (SEE INST. NOTE WOOD BUCK ANCHORING 17 WOOD BUC ANCHORING i BY OTHERS O IS WOOD SCREW BY OTHak 1A, SHT. 1) BY OTHERS ® INSTALLATION ANCHOR oTM s yy000 BUCK q 5 a a PT WOOD BUCK 1 1/8^ MIN. NOTE 5, SHT. 1) EMBEDMENT WOOD FRAMING BY OTHERS (SEE NOTE 5, SHT. 1� OTHERS #8 WOOD SCREW 17 (SEE NOTE 4, SHT. 1) � c (SEE NOTE 4, SHT.1) 1 1/8" MIN. _ xx INSTALLATION ANCHOR 2D SHEATHING EMBEDMENT® ® ® •. i BY OTHERS , :, •.•. • 20 EXTERIOR FINISH BY OTHERS a • �.,"t.�. ,;, ®3/8" MIN. EXTER3/8" MIN. d • rEDGE 01ST. BYROTMERS EDGE DIST. W PERIMETER CAULK___-_ BY OTHERS AX1/4" MAX. PERIMETER CAULK 1/4" M ' SHIM SPACE BY OTHERS 21, SHIM SPACE R e 20 1 18 112 WOOD SCREW 5 n /4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR 3 D 15 U 0-1/2' MIN. EMBED., 1-1/2'®N. E.®) (1-1/2" MIN. EMBED„ 2 ° 4 15 �O� 7/8" MIN. ED.)® < b ®,3 p 7 �p �J 6 13 6t1l � a�' U MAX. 14 EXTERbR INTERIOR 5 14 I 5 WINDOW SECTION INTERIOR _ON 8 3 MAX. EXTERIOR HEIGHT 14 WINDOW 14 SEC_ ICON D 3 5 � p 68Q HEIGHT �13 5 68A, 13 1� ©23 4 5 ! 12 ' 4 m 3 8 12 6 2 INTERIOR 8 2 N 15 EXTERIOR � PAWJAmVft PE c 10 15 EXTERIOR 10 PWWa PE M.01W /4PA X. M 19 8 ® 19 O 8 �� ypES SHS i 8 1 4" MAX. 1 812 WOOD SCREW / •��,y�C E IV F.,tiG. /4" ITW ADV THRFM TAPCON INST ANCHOR INSTALLATION ANCHOR O; ,p 20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.O.) SHIM SPACE (1-1/2" MIN. EMBED.,^ + No �07s2 21 jo 7/8" MIN. E.D.)® = ( 117'R 17 �8 W000 SCREW' 8 W. EDGE OiST& n; STATE INSTALLATION ANCHOR 3 8" MIN. PERIM R CAULK -�- �, �� OP,•,�,, ■I�I� ■ �- -,• / BY OTHERS 20 •,lt`S;•. ORI 3�� ®CONCRETE BY OTHERS • • . :• • EDGE DIST.® SHEATHING 20 ONE BY PT WOOD '•�•�S��nAiN,,,, (SEE NOTE 4, SHT. 1) °' ° �: ' • •, 2U BY OTHERS BUCK BY OTHERS •; ,•- '••. °. (SEE NOTE 5. SHT. 1) ONE BY PT WOOD BUCK .' ' .. ° • . WOOD FRAMING BY OTHERS PROVUwREv�e° BY OTHERS A *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4,. SHT. T) IN ALLAWOOD SCREW 17 .ami' yhictlab. (SEE NOTE 5, SHT. 1)"" 11A, SHT. 1) BY OTHERS ® 1 1/8" MIN. INSTALLATION ANCHOR owlo.ye. A 1 1/8" MIN. /��MBEOMENT WOOD BUCK ANCHORING p nMa,Or 1 !r ®EMBEDMENT TI WO�ERS ANCHORING �` SECTION C OTHERSADY SEC ON A `i • A3/8' MIN. _ EDGE DIST ®3/8" MIN. � ti INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. 1 1/2 MIN. EMBEDMENT - CONCRETE a a E 3 2 5 4 6 7 10 16 1 20 1 1/2" MIN. EMBEDMENT 1/4" MAX. I" MIN. EMBEDMENT - MASONRY 7/8" MIN. SHIM SPACE •. . CONCRETE.OR MASONRY BY d d 3i t �GE DISTANCE ,E '/ OTHERS (SEE NOTE 4, SHT. 1) INTERIOR ( *WOOD PROTECTION ) 3 22 5 4 6 7 10 16 1 O • (SEE I BY OTHERS IIA, SHT. 1 6& EOGE DISTANCE pp ;,' 1/4 " 17W AOV THRFM TAPCON - 18 INSTALLATION ANCHOR X12 WOOD SCREW 21 •' I' MIN, INSTALLATION ANCHOR 4 EDGE DISTANCE INSTALLATION BUCK WOOD BUCK 1 1/8" MIN. ANCHORING/� Q ' ANCHORING g a EMBEOM/E�NT BY OTHERSA :• BY OTHERS r • A • Sa EXTERIOR #8 WOOD SCREW I7 O 1 1/2" MIN, EDGE DISTANCE - CONC. r 14 13 2 15 20 INSTALLATION ANCHOR ; ` 2" MiN. EDGE DISTANCE - MASONRY m q 4 '1 13, MIN. oi oi PERIMETER CAULK SHEATHING • •,EMBEDMENT 8Y OTHERS BY OTHERS ONE BY PT WOOD BUCK ,..4 (MIN. 3f4"} 8Y OTHERS WOOD FRAMING (SEE NOTE 5, SHL 1) BY OTHERS (SEE EXTERIORNOTE 4, SHT. 1) 14 13 2 15 20 -WOOD PROTECTION 9 1 j 1 SECTION E EXTERIOR FINISH 13Y OTHERSBY OTHERSEE S NOTE 1 IA, SHT. 1) PERIMETER CAULK w A In 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS ONE GLASS/ 0 BY PT WOOD BUCK BY OTHERS GLl GLASS THE FOLLOWING MAKE UP: t/e" ANNEALED WINDOW WiOiH a$ 32 GLASSf 0.090" KURARAY AMERICA INC. BlffAgTE (MIN. 3/4') (SEE NOTE 5, SHT. 1) INTERLAYER/ 1/0" ANNEALED GLASS W/O.39"AIR SPACE RabnJ tmnuw n.E 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM ,SECTION F �#a WOOD SCREW t7 AWIft M Nqi 49M do AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 13 EXTERIOR FINISH BY OTHERS22 O'QS b{1MES+pO���i No 4975 o A< I > 3 2 TATE ,�tV \ 13 1/2" MIN.® GLAZING SITE pitODUCrTtEVL58D U cwryi}v�xhY�FTafY, tluiiditl9 CadO �, AaepwioeNol� B llaaCOM 1/f GLAZING DETAIL 12 M itoA,a STOPOMAIN E E CKESSO Q ,5 Op PARTING O 0.090 WALL THI0.070'IYP pPI N.A. TYP.FF WALL THICKNESS WALL N >; THICKNESS ® WALL THICKNESS WALL'THICKNESS e 3.250 i0 �c a Qg 2.459 0.552 0.725• ,/2• F 1.383 2. a 2.527 ss: 424 O 0.940' e 0.3541 1 1/2' —0.445 WELDED MITERED " CORNER CONSTRUCTION® !i BILL OF MATERIALS OD —O �$ as� aAr CLT anoltrrTow stm+ua wmaa �Q( 1 I "m 4 IIw num »Rw wat tiC Iv S � � I ION WE 4 "FILM -»Taa>r a IRM war NAMO luo » wts F4C e a NA17t-xt s taml MAIC AIVW wlynp 1100 NIt ; Opp a rolaltall + MORASS Sara wlam"K FOYMAss W% a a-/Ix-OtsS-Irt 1 XRM Ltx[ Wmw Pism MOudl NM 10.O.C. 7 =.19,2w 4 ac(mr calm)xt» RAW Na/L - - /�yp 0 0001.71011 1 01'tR,M IVMWM A=MV IAxx - _ 8 +•'••) 0 74-41-22-M .1 I We 1001 TAM ® ® w ao:aw t Bata CLIP 10L" am NRt nao.0 Mmveo e II rx 11r x 11r t rum Vw 8101 man"mal FOW FW S IM a707 ® 7 +a axl-w-.I»-ota-m .c Bona"m rwuu tat .- / \ s eIa rla 572 ; a � �QM AF.C. CLASS mon mg I lBl mRt, "Jam •O�Q��G E ® �• O It a1NL7 Io fxI110t11 NtUROtX ntuRl TI[oa No 497E �O 17 _---- - N ROOD so"+t ONEV"ATIOII A6I1O1I) - - - +H'P&MOM)Ilwnmawl T4roorl Mr win It 433Wa I 1IA TV"OFOGT011 TOM ---_- t STATE OF '47 t rwmxo sr(r poop I/r t.I I/a•) n 1yrt 71000 c-nx+At® Off.• (ut wt Iau But Ar7,s) 21 _ l+a woo tart l.s7wwol wlolBt -_�_ mtt �,lc`si4 O A 1 ® n --'-- - ITaxlnaaor�mT �iRow asaatn h� �tEN ��h� NAttt ®SHIM -" TT1*4k1n4t/oa eunw +e weaPT-QftCCR NAMLO1I1OrNr1 ® : W NOTE: DETAIL 1I�T�m 1X PT WOOD BUCK � weal PARTING STOP EXTERIOR PERIMETER BY OTHERS IlWdwa CC&Tats oc><e.o TO BE SEALED TO 1X PT WOOD BUCK � 0+. WITH SIKA 551 SILICONE ® ow o 7015 Florida Building Code Online I M-102 '1SG...br'.M."�2".kr'..r jati.�F'iL't` f ••e ,_»aw .:l.S:}tuLS,L'briS.i P' r=- 1 irl�k�3t=� y.F SCIS Home i Log In ( user RegistrationHot Topics ' Submit Surcharge ' Stats d Fads Publications FBC Stall j SCIS Site Map i Links Search i Busines Professignal (DUSER:ductPublic Approval c gulatzoi^i Product Aoomval-Menu>Product or Aootication Search>AooliQuon List A tas , FL if FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Errrail 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Boors Subcategory Sliding Exterior Door Assemblies Compliance Method Eva luatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity ertificatlons,Inc. Quality Assurance Contract Expiration Date07/21/2020 Validated By Steven M.Urich,PE ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReo CWS-298B(SC-8900 IMP)odf Referenced Standard and Year(of Standard) Standard YAM AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 i 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Wj/noridOilcbR9•org/Pr/Pt aPP_dN.asp(?paraTFMGEVXQwtDgna&1p3GYUMRBI®Pq%2fDpwFim1N?JaiS3N3YoffjggAe%o3d%3d 1/2 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 0412012015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products ( Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Gass Door. SGD-8900 PVC Sliding Gass Door.'zm � of Use Installation Instructions Approved for use In HVHZ:Yes FL111 3 R2 II CWS-2988(SGD--8900.IMP).Dd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP=+1-60 psf,Max.panel size Wx 8'. FL11103 92 AE DuPont SGP NOA 11-0624 02.pdf Config.include OXXO,OXO,OX,XO.Gass complies to ASTM FL11103 R2 AE EvalRep CWS 2986(SGD-8900,IMP= E1300-04. Ft 11103 R2 AE Ouanex(Miltron)NOA 12-1017 02,Ddf Created by Independent Third Party:Yes Contact Us;:1940 North Monroe Street,Tallahassee Ft.32399 Phone:850-487-1024 The State of Florida is an AA/EEO employer.Copyright 2QQ7-2=State of Florida.::Privacy statement::Accessibility Statement::Refund Statement under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional matt.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Flonda Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 which can be made available to the public.To determine it you are a licensee under Chapter 455.F.S,,please dick here Product Approval Accepts: 111-ARri rwitoc,ridaWlcfing-(Xg'Pr/Pr-app-0-asp)(4WMr-vwGEVXQMoqttaGSlp3G%UOCRBKBPq%2fDPl.nFinaAkiS3N3yofriqgA%3d'�o3d 212 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`'Ave,Ocala,FL 34474 . Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and-lA, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-29813, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2" panel sizes(96"max. door height),with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(SGP) Interlayer per Miami-Dade NOA#11-0624.02, • Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-1017.02' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 00%%s RE yy j�" No 4/18/2015 n= :Q: Lucas A.Turner,P.E. TATE of 2 o 4u FL PE#58201 �. ,'•,,Ss��NA�����•` Lucas A. Turner ►r„r�,+«� 2015-04-2012:28-04:00 GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO VVI SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE 20NE HVHZ AREAS AS DEFINED IN ASTM E 1996 PER THE Ill OCALA.FLORIDA 34474 lsl l/s• , W W W.CWS.Cc 48716. MAXUNR WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANELWIDTH A 3.APPROVED CONFIGURATIONS:'OXXO','OXO','XO','OW 8900 PVC 4.DESIGN PRESSURES: SUDING.GLASS 41 311' I: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR.IMPACT B6 GLASS I TABLES ASTM E-1300-04. MAX DLO - - -L -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04, u1 a LO HEIGHT Q X X Q 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE 73A 1 MAX B G�� B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o 0 0 PANEL DLO WIND LOAD DURATION FACTOR Cd_t.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Y HEIGHT w m a b 9 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT rn C REQUIRED. m O 6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY N cc A WELDED, ¢ ¢ z0 LU 6 A 8.SERIES/MODEL DESIGNATION:SGD-8900. a a ~a 0 0 96• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Q Q 14511116' MAX UNIT WIDTH X,OPERASLE SASH.O.FIXED SASH. a o W MAX UNR WIDTH a O 49 718' 48719' MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. m ¢ O MAX PANEL WIDTH Z PANEL WIDTH - 11.EXTERNAL WEEP SLOT.114 x 1"LOCATED 4'FROM.BOTH ENDS. ,,,4�t1t1�1f��� 0 MORE W o f 413/4' ��` P......., ;1'6' 4� 41 314' GLASS `�OGp�D.��C E N S� .Qti.� GLASS 96' DLO 96- _ DLO _ __ ,AX _ __ v No 58201 �9 Lucas A. UN T HEIGH HEIGH Tumerccr * * r 93112' 863/8'O X Q 93 t1Y 2015-04-20 X90;. STATE OF :�<u� MAX D GLAss D MAX E p X E 1z:3o-oa:ao PANEL DLO PANEL '.p(�,.�.�O q HEIGHT i� Y HEIGHTi186 318" GLASS All /ONA EN6�, DLO y rJ C C+ 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 5HEll DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN : JDATE GENERAL NOTES&ELEVATIONS.------I SECTION VIEWS OlAGLAZINGDETAIL....2 XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT ADE 06r03i08 8' SECTION VIEWS OXO 3 XO ................_...3 ........ EXTRUSIONS al e.o.ne. __.__._..._ __a OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B ANCHOR SCHEDULE a OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET INSTALLATION DETAILS_r ......__ 6 1:33.33 1 OF 6 25 18 26 7 3 1 8 16 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC C7 1 I 8900 PVC SLIDING GLASS B DOOR-IMPACT ff O o O D } W co 1 1 6 i9 2 9 1 Z SECTION B-B N 1 1.OVERALL a a 0 IZ 1 3116'TEMPERED w 0 Q till fry WS'AIRSPACE p c W 2 J1J S1l 7/16'LAMINATED GLASS O 1 4 3176-ANNEALED GLASS I 1-1- Z ALL i.I 3 .090 SENTRY GLASS IONOPLAST INTERLAYER �N �RE � ��,' 9 3/16'ANNEALED GLASS ���-0r?•��GENS�GPti��4 �1 1 PAIR OF ANCHORS AT EACH CLIP. CVY LL� �J �v: No 58201 'gyp: I 13 SEE SHT 6 FOR SPACING _ % %9' STATE OF J*4U� 1 SIKAFLEX552 ��'aS�ONA�E�:O�• (3116'GLASS BRE 0 iM7 413/2015 Tri 13 SECTION C-C LUCAS A.TURNER,P.E. 0 1 FIXED PANEL ATTACHMENT FL PE Y 58201 4 1239 JABARA AVE. f� T NORTH PORT.FL 34288 3 �I q PH.941-380-1574 14 NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE 1 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OM b �Lir AND GLAZING DETAIL 31 . t ADE 06/03!08 m- 3 3 15 4--* uwa- 1:1.33 CWS-298 B • SHEET 1:2.63 2 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC t 6 t 13 7 4 26 18 2 8900 PVC SLIDING GLASS DOOR-IMPACT $ to N F Y w m z � v Z LL LL O v o (p 1 2 9 4 19 �4 6 30 1 N N ZW Ir ¢O Q SECTION D-D o o a w � � p o w n W � D m ¢ O z 18 6 1 4 7 33 3 1 0 ``�.���,Pf10REWsTL�0, o .......... G E IV Se.,Q2 4 v t No 58201 L�-P { 9 ;ar i0�. STATE OF 411 4(t 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 t I 0 A AVE. 6 �4 19 2 NORTH PORT FL 3 288 PH.941.380-1574 SECTION E-E sN sc oN SECTION VIEWS-OXO AND XO/OX DRAWN BY. DATE: NOTES; ADE 06/03/08 I-ITEMS NOT SHOWN FOR CLARITY:10,26.32 Gs: REW 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SHEET 1:2.63 3 OF 6 PARTS LIST 51916.---�{ FRAME CONSTRUCTION ITEM PART NO DESCRIPTION VENDOR MATERIAL I t ye- r- t H-W42 FRAME.MAIN,SGD MIKRON PVC 2 S-040 THRESHOLD/FILLER. SGO MIKRON PVC I QN09M SYSTEMS 3 S-1722 SUPPORT LOCK, 59D,SGD KEYMARK ALUM D o 4 1900 SW 44TH AVE. 4 H�6059 PANEL T P/BOTTOM RAIL, SGD MIKRON PVC 17/9' 118' 2 1 t/16' OCALA,FLORIDA 34474 5 H-6059 PANEL SIDE IL,SGD MIKRON PVC �a❑� 11s www.cws.cc 6 H�033 PANEL INTERLOCK,FDD MIKRON PVC 7 H-606PANEL, BLOCK,OPERABLE MIKRON PVC 8 H-60611 INTERLOCK,SNAPN MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 9 H-6043 AS GAL SGD, MIKRON PVC SLIDING GLASS I 0 P3142 ROLLER,TANDEM SULLIVAN STEEL 1 71B'� J FRAME CORNERS 11 P3342 SEA SEALER,SM-5504 SCHNEE I NB' 1 716" I SCREW ED TOGETHER DOOR-IMPACT 12 P3039 SE.BLOCK,85 DUR 1/8-X7/8'X2 FRANK LOWE RUBBER 13 P31'10 4 6 VENT CONSTRUCTION 438 SIFLEX5520R URFEC7GLAZE'H' SIKA/HENKEL 7 5L::� o 14 P-3429 WSTP.,0.270 X.187,BACK FWSEAL ULTRAFAB 15 P3539 48 X 3/4'QUAD PHILIPS,TEK FASTENAL I ZINC I o 0 0 16 P,3557 410 x 2,H XHEAD.TEK FASTENAL ZINC 39116- 3 9116" 3 9116` Y 17 P3752 CAP PLum 1/2"HOLE M&M NYLON Ire' w m 18 P-3767 410 X 1'HEX WASHER HEAD,TEK FASTENAL ZINC 19 P-3789 LOCK d HANDLE KR,PVC, GD AMESBURY STEEL t/8' to 20 P-3792 314"KEEPER AMESBURY SS t/8' m O 21 P-3793 MORTISE LOCK HS3D SS o_ V! 22 P:136 410 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL R Z 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED cr w OLu CC 1:10 ow a a 24 H•1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM _ W w OC 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM t 1116' I� 0 4o N 27 5-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 112" �- r I--2 1116' I a o 28 S-1726 REINFORCEMENT.ASTRAGAL,SGD KEYMARK ALUM 29 S-1 7 GLAZING SILL,ALUMINUM KEYMARK ALUM d 6 5 � m a z 30 56037 GLAZING BEAD 1.00',SGD MIKRON PVC 6 "'Ittlemnp,� 31 S-6041 TRACK,S BEEN,SGD MIKRON PVC 213116" �����p1DRE W ••i• % P, .. 32 S 6046 SUPPORT WELD,SGD MIKRON PVC . 5 33 GLASS(SEE SHEE 2) 3316 1116' 31/16" 298' 11916' ve` Jp'•:�GENs'• 34 Hg044 SCREEN CHANNEL MIKRON PVC 1,6. 1116" 4 F•'• v.• No 58201 35 .JS 8045 SCREEE ADAPTOR MKRON PVC 36 P�278 W STP.,0.2' 1.25'DUST PLUG ULTRAFAB 1 b 37 S-1764 SILL ESHOLDCOVER(8900) KEYMARK ALUM Z STATE OF .W, 38 P a366 WSTP.,1'X7.1-X0.7 DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-173739 P4.`� 40 P-4479 WEEP HOLECOVER BACK FIN SULLNAN PVC 2 11116' 2 118- 3/4- -2-- •••�SS�ONA 3 I/I6` T l� 3316'-� 98' 112• 1 318' 13116' 31a' 4/312015 t -1116" J 9 8 3rr 1116- ROLLER TRACK-1930 L 1116- ___ LUCAS PE#58 EOR,P.E. PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT.-1 34288 7rs- z 1116' PH.941-380.157a 2 h16 � DESCRIPTION' 61A6'(�Q 4318' 7/16' 98" t t/e 3BOM AND EXTRUSIONS 1 t va. 30 N16'I1119- 1 Y:1L6- 1116' i/8' PVC SCREEN CHANNEL-6044 PVC TRACK FILLER•6040 FIXED PNL SUPPORT-1722 CK- ADE 06/03/08 PVC SCREEN TRACK-6041 ao CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SHEET PVC ASTRAGAL-6043 REINF.-1726 1:2 4 OF 6 L �(TMP) \5.�11ULYtagam 6'MAX. 1z MAX O.C. I 4•(Typ) I WINDOW (TYP) (1YP) 1900 SW 44TH AVE. OCALA.FLORIDA 34474 Www.CWS.CC 6-MAX. (1YP) 8900 PVC 16'MAX.O.C. I SLIDING GLASS (n'P) DOOR-IMPACT w m " fe O o � N N Z W wo. a a wQ o o � O a W i km Q Z `�,• PtsoREyy T�44 E N SF GQ2 v: No 58201 :P ANCHOR LAYOUT +; + •,; NOTES: 9% STATE OF 140 1.INSTALL TWO ANCHORS AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEADR 10 2 SHIM AS BECONS RTEO'DRUCTED AT ACHI INSTALLATION DENSITY PLASTIC ORANCHOR USB ING LOAD WOOD SH MS ARE NOT ALLOW EBEARING SHIMS. MAX D. SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 6. f-2 4/3/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE 4 58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. INSTALLATIONS H s TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS TWEENTH PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE ANO NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2'FOR MASONRY,1-FOR WOOD AND METAL... DRAWN BY: DATE, S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03108 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ! 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS).FMA/AAMA/WDMA 300(EXTERIOR DOORS). SHEET 120- SOF6 TYPICAL HEAD ANCHORAGE 2 7116'MIN. MIN.EDGE DIST. SEE TABLE I 114'MAX.SHIM WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 -18900 PVC PERIMETER SEALANT 114-MAX.SHIM SLIDING GLASS BY INSTALLER DOOR-IMPACT INSIDE AND OUT 2 7116'MIN. N N 1� O 111 INSTALLATION ANCHOR INTERIOR o o O SEE TABLE 1 Y MIN.EDGE DIST. w m SEALANT BETWEEN SEE TABLE 1 SILL RISER AND FRAME y BYINSTALLER LL 0 PERIMETER SEALANT BY INSTALLER tq o _o INSIDE AND OUT Z W PERIMETER SEALANT BY INSTALLER SUBSTRATE BY u1 w O INSIDE AND OUT SEE TABLE t a n n~. DO NOT COVER WEEP HOLES rB� HORIZONTAL SECTION a U MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE ¢o o w SEE TABLE I a O SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR m ¢ O SEE TABLE I Z TWO ANCHORS PER �t�uurrrrrr SEALANT UNDER SCREW 27/16' MIN.EDGE DIST. PRE•ORILFIXED ILED HOLES ,���,'P�DREW !fo, HEAD BY INSTALLER MIN. SEE TABLE 1 �,p? G£N•' (/ A VERTICAL SECTION 1/4'MAX.SHIM '�JG,.•\,\ 3F•y'�,�i 6 TYPICAL SILL ANCHORAGE FIXED PANEL :v No 58201 MIN.EMBEDMENT SEE TABLE 1 .a S a= � �: STATE OF :4tAr TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL SUBSTRATE TYPEt2' EDGE DIST, ��iiSS�•....•EN`,�� ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 CONCRETE(2.0 KSI MN.) 3116'nW TAPCON 1' 3- -- y� CONCRETE(2.85 KSI MW) 3/16'ELCO ULTRACON 1-314' 7' i HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'FTW TAPCON 1' 3•' 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON1.114' 2-1/2' MAX,71 ,C, LUCAS A TURNER,P.E. 2XMW.SOUTHERN PINE(G-0.55) 3116'ITW TAPCON 1-318' V FL PE 11158201 1239 JABARA AVE. 2X MN.SOUTHERN PNE(G-0.55) #10 WOOD SCREW 1.3/8' t' NORTH PORT,FL 34288 16 GAUGE(0.060')MW.STEEL STUD #10.16 HILT!KW IK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7116- CLIP ANCHORSMUST BE LOCATED A MINIMUM SHEEY DESCRIPTION: 1/8'ALUM.(6063-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE - AWAv 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16 FROM ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MW.)OR 3116'ITW TAPCON V 3.. INSTALLATION HOLLOW OR GROUPFILLED CMU 1117 PCF MIN. ANCHOR(TYP) C HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL6 FIXED PANEL ANCHORAGE r: - CONCRETE(2.85 KSI MIN.)OR 3116'ELCO ULTRACON 1-1/4" 2-1 CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) ' SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1, 1:2.67 6 OF 6 MIAMI`jI " MIAMI-DADE 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 OF ACCEPTANCE OA www.miamidada¢ov/economy Regency Plus,Inc. 1024 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has,been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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 includtn the High Velocity Hurricane Zone. CIDESCRIPTION:Series 115000"White PVC Single Hung Window--L.M. j APPROVAL DOCUMENT:Drawing No. RPLS0062;titled"Impact Series 5000 Single Hung Window- L..M.1",sheets 1 through 5 of 5, dated 11/26/08, with revision G dated 09/24/15, prepared by PTC, LLC, ! signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING:La a and Small Missile Impact 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. 14.0128.07 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. MIAMWAOE COUNTY A No.15-0618.0 E xpirationate: July 22,2019 October 01,2015 Page 1 Regency Plus,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 08.1210.13) 2. Drawing No. RPLS0.062, Sheets 1 through 5 of 5, titled "Impact Series 5000 Single Hung Window", dated 11/26/08, with revision G 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 20294 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 Testing Laboratories,Test Report No. NTCL-110.11537--1,dated 08/18/08,revised on 09/03/08,signed and sealed by Harold E.Rujp,P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition(2014),dated 09/01/15,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 f 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 12/11/16. j 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. Manurez,P.E. Product Cont of xaminer NOA No.15-0618.04 Expiration Date: July 22,2019 Approval Date: October 01,2015 E-1 Regency P1us,.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51 Edition (2014) and'of no financial interest, dated 03/18/15, prepared by PTC, LLC, signed and sealed by Robert I Amoruso,P.E. - 2. Laboratory addendum letters in the Test Report No. NTCL-110-11537.1, issued by National Certified Testing Laboratories,dated 03/31/09 and on 05/01/09, both signed and sealed by Harold E.Rupp, P.E. - (Submitted under NOA No. 08-1210.13) 3. Laboratory compliance letter in the Test Report No. NTCI-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08.1210.13) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window -- L.M.I., approved on 03/20/14 and expiring on 07/22/19. i I I Mauuei P rez, .E. Product Contro Exa ner NOA No.l 8.04 Expiration Date: July 22,2019 Approval Date: October 01,2015 E-2 REGENCY PLUSINC. o IMPACT SERIES 5000 SINGLE HUNG WINDOW - LMI � � � INSTALLATION ANCHORAGE DETAILS LO W ul �{ S.WSTALLATION AkCHORS AND ASSOCIATED HARDWARE THE PROOUCTANCHORAGE SHOAM HEREIN IS DESIGN F T.MATERIAL$; INSTALLATION NO7E11: MUST BE MADE OF CORROSION RESISTANT MATERIAL OR TOCOMPL.YWRH STtiEDt'ifON("14�FLOR10RS110.DIN0 1.ONE{t)INSTALIATONANCHORISREOUI EOATEACH HAVEACORR0310HRESISTANTOOATINO. CODE(FBC)-BUILDING A40 RESIDENTIAL VOLUMES 7.1 WIND04VFRAME VAT MA:ROYALWiNDCON ANCHORIOCATIONacM - INCLUDkXTTHEHKiHVEt.00ITYN tR2RiCANEZONE{MM DOOR PROFILES.PLANTi3RKNDVINYLPVCPER 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO T THE DESIGN PRESSURE(S)STATED HEREI4. MY1Mt4IADE NOTICE OF ACCEPTANCE tNOFp LINO. LTHE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION.ANON=INTO,MOFTAR FREE 2.THE PRODUCT DET/�SCONTAINED HEREIN ARE RASED 112.1120.02 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 3OUOEOGCKOR DE)OFMORARJOINMEASURED INTOF ��A UPON SIGNED AND SEALED TEST REFORT I PRODUCT INSTALLATION. EOOE R EIDE OF MORTAR JOINT INTO FACE r HCTL-110.51637-1 DATEDOtaIMANDASSOg UO g 7.20LAZINGINTERLAY9ftXURARA AMMUCkINC. SHELL OF BLOCK BUTAGITEINTERLAYERPERMIAM4OADENOTICEOF I SHMAS REQUINEDAT EACH INSTALLATION ANCHOR LABORATORYSTAMPEDORAWDbSANDWERETESTEDIN ACCEPTANCE"M)NO,%MI6.10. MMMAHFWWEWRHLOADBEARMSHIKU IO.tHSTAUAMONANCMORSSHALLSE114STALLEOL4 ACCORUANCE M NIGH VELOCITY NURRICANEZONE MAXOMJM ALLOWABLE SH IM SIZE IS 114 tWK SHIM ACCORDANCE WTFN ANCHOR MANUFACTURER'S 49 t:3p: F 0 TESTING PROTOCOL$TAS.Mi.TAS.=AND TAS-203• &NOT USED. WHERE SPACE OFiliSINCH OROREATEROCCURS. INSTALLATION INSTRUCTORS AND ANCHORS SHALL SIiY�A(S)SHALISECON$TRI)CiID•OFIBOHOENSITY NOT BE USED INSUBSTWITESIMTHSTRENGTH$LEN a 3.THE PRODUCT HAS BEEN EVALUATED FOR OOtFORMANCE 0.GLASS MEETS THE REQUIREMENTS OF ASTM PCA$TIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE t3 - g TOIlESTANGAROSUSTEOIHTHE67HEDtRON(2014) E139044s1- ANCHORMANUFACTUR£RR. 8 FLORIDA BUILDING CODE(F8C),BUILDING AND4.FOR INSTALLATION INTO WOOD FRAMING.USE 012 WOOD p RESIDENTIAL VO"ESAND ItINOOMPLWNWMTH611 IO.DESXTNATIONS•X'AND'O'STANDFORTHE SCREWSAFSUFFICIENT LENOTNTOACHIEVE h112INC14 11.WSTAUATMAKIMCAPACITIES FOR PRODUCTS. {v� STAkOAROB INCLUDRRG NIGH VELOCRYHIRRICANE ZONE FOLILD"NQ WM MIM EMBOMENT.MINIMUM EDGE DISTANCE 18 715HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE �E RNHZ)REQUIREMENTS. X'OPERABLE PANEL INCH. FOLL0"HG PROPERi1E& �12. 4.ADEQUACY OFTHE EXISTMk1 STRUCTURAL CONCRETE a�OPANU 3.FOR INSTALLATION THROUGH IX SUCK TO CONCRETE I &A.WOOD PROTEC110N.WDOO-PRESSURE TREATED MASONRYANO2XFRAMIROASAMAIN WIND FORCE II.A113WCRWEINALLOKOBL£STREWFORIMND & MASONRY.OROIRECTLYINTOCONCRETEIMASONRY, (PT)SOUTHERHYELLOWPINE.VaNIUMSPEt7FtC RESISTING SYSTEM CAPABLE OF WITHSTANDING AND LOADS WAS NOT USED IN THE DESIGN OF THE USE`114 INCH ITWADVANCED THREADFORM TAPCONS OF GRAVITY OF 0.65 LUMBER MUST COMPLY MTN UN Q TRANSFERRING APPLIED PRODUCT LOAOSTOTHE PROOUCTRS)SHOMHEREIN MKOLOAD SUFF=NTLENOTHTOACHIEVETHEFOLLOtMNG: EDITION FSWRGASRELATED TOWOOD PROTECTION, qq STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER & DURATION FACTOR(Cd■IAA)NAS BEEN USED FOR S.I. CONCRETE SUBSTRATE 3 � 'ft�� OR ARCHITECT OF RECORD WOODANCIROR DESIGN WHERE WOOD OKY S.I.I. 1'112 INCH M0449W EMBEDMENT 41 CONCRETE-MINIMUMCOMPRESSNE STRENGTH OF ' S FAILILUREGOVERNS.FOROTHERMATERIALS, SAI. i-'fRIkCHMRNNRiME00EtNSTANCE 260oPfiAND COHFORMSTOAC130t. 6.IX AND 2X SUM(MIEN USED)SHALL BE DESIONEDAND APPROPRIATE SAFETYFACTORS PER THE 32. MASONRY SUBSTRATE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C90. R ANCHORED TO.PROPERLY TRANSFER ALL LOADS To THE APPLICABLE DESIGN STANDARD ARE USED. $1.1. 1INCH MINIMUM EMBEDMENT MWNMVWIGNTVAT)ioet4mTYiii7PCF, STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 3.2.2 2 INCH MINIMUM EDGE DISTANCE AobMJ Amoiwe•P! j, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.WHERE VAN04MRNE DEBRIS PROTECTION FWU P E Ho.AVS2 RECORD. REQUIREMENTS ETOST.USE OF AN APPROVED Q FOR PARTING STOP INSTALLATION USE IN X 1 1?WOOD IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. SCREWS.31d'INCH MIN.EDGE DISTANCE REQ'D. $-THE INSTALLATION DETAILS DESCRIBED HEREIN ARE o�`ti1 AME3 �r. GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS 1.MINIMUM EMSEDMENT AND EDGE DISTANCE EXCLUDE ��1 Q'(...........4 Ori FORASPECIFICSTTE.IPSITECOOMONSCAUSE WALL FINISHES.INCLUDING BUT NOT LIMITED TO �N44.•V10EAI$' ©9r INSTALLATION TODEVIATE FROM'THE REOUIREMENTS STUCCO.FOAM.BRICK VENEER NOSIDING. DETAILED HEREIN.THEN THE BUILDING OFFICIAL MAY 4; No 48752 't ELECT ONE OF THE FOLLOMNNG OPTION& A.OUTSROE HVHZ REQUIRE THAT A LICENSED • ENGINEER OR ARCHITECT PREPARE AND SUBMIT Oma; STATL; .V SITE SPECIFIC DOCUMENTS DOCUMENTS FOR USE WITHTHIS rrFs•.t p,gRlpe: �a'" DOCUMENT. S.INSIDE H4HZREQUIRETFNTAONE-TWESITE rrfrS',Ll(VRL SPECtM APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS FROM THEMIAMI.OAOE COUNTY PRODUCT CONTROL. -` SHEET REV. SHEET OElSCRIP'TION rAO1R)CT ImvLiBD I E OENERAI.NOTES,INSTALLATION NOTES&D.P-CHART w1MaFim1� 2 E EIEVATi014 AND ANCHOR LAYOUT DESIGN PRESSURE RATING Uutde,A tlodr f 3 E VERTICAL SECTIONa IMF) IMPAOTRADNo ncaeN•ncsHol DW 4 E HORIZONTAL SECTION.GLAZING DETAIU&WILLOF MATE _ _ LARGE MISSILE P. Or Y 155.0 IMPACT OI 6 E COMPONENTS S CORNER DETAIL I•IW,,, w 2 2 WOOD SCREW WOOD BUCK PROTECTION BY OTHERS t7 1/4' TIY1 TAPCON t6 INSTALLATION ANCHOR °s (SEE INST. NOTE 11A) INS4"IT TION ANCHOR ONE BY WOOD BUCK BY 1 1/2' MIN.& ?/8" MIN- OTHERS,(SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE 01ST. '1WO BY WOOD c 4 BY OTHERS BY OTHERS ® SHL 1} (SEE NOTE 5. SHT. 1) � CONCRETE BY OTHERS ;zyl ., od {i1t3={E 4. Skt1. 2} v v 11/2" MINA .:x ..,.• 1 " {SEE NOTE #, SHT. 1} EMBEQMENT�a SHEATHING1 1 2" MIN. Hw w BY OTHERS %'. / EXTERIOR FINISH �, a .; oma' " -v EXTERIOR flNiSH EMBEDMENT $, :r. BY OTHERS BY OTHERS + ,.r"J' 1Ii/6 X 1 1/2' <» `„ 1b f8 X 1 1/2' 1vrtis „ WOOD S REWwDOD scv WOO SC1 W2 WOOxD SCR/ c, w PERIMETER CAULK ® .* SHIM SPACE BY OTHERS r ,� 1/4' MAX. o tt fJ SHIM SPACE PERIMETERS� � � A 14 14 14 Z 1 WINDOW EXTERIOR ,#6 ��t ! INTERIOR DIEM HT y 4 g 15 4 SEE GLAZING DETAIL 5 N E Wit l§gON (ON SHEET 4) R WINDOW t6 D ICAL S (`TI(3A3 HEIGHT v 3 t9 g � E 12A23 Epz 20 t9 23 Rg6iMJ.MgI1�M.PE 8. 14 IC{TERIStEf 2 8 10 12 naaank=iMl EX7EL�I5?B 1 15 11 04!JAMES 4"*', #8 X 1 1/2't>s 13 4'L. � F'`•tG� WOOD SCR 14 7 .. Na 4976 PERIMETER CAULK 14 B X 1 1/2" 10 � BY OTHERS po 1e WOOD SCREW E yr EXTERIOR FINISH STATE OF :, BY OTHERS 10 _CONCRETE BY OTHERS -,_;+, ___ 3 (SEE NOTE 4, SHT. 1) 1 1/ ,'r'"•• 2" MIN.p 16 rRovtx T REVISED ;,'• ;� , ,o EMBEDMENT 1"� • ,..*j4yir4-Md*V ONE BYWOOD .;' '° 4' b6 w * 0. BUCK BY OTHERS ,;;; '' o o�►, �+ }, o "' i (SEE NOTE 5. SHT. 1) 'F,RT C LSECT U rAr'cON 17' t 1/2^ MIN. 1/4' iTW OD BUCK PROTECTION NST tION.ANCHOR EDGE DISTANCE wo BY OTHERS (SEE IN, VER A SE UN A NOTE 11A) A sM� s 1/4' MAX. 1/4" MAX. ! INTERIORSHIM SPACE 78 X 1 1/2" 1dIEf3LQ8 SHIM SPACE 16 WOOD SCREWSHIM AS a b SHIM AS OD SCREW 19 15 7 3 10 1 REQUIRED 19 16 7 3 10 1 REQUIRED 1 1/2' MIN. 1 -1/2" MIN. EMBEDMENT — CONCRETE � 0 0 14 1" MIN. EMBEDMENT — MASONRYA 14 EMBEDMENT V"' Q 1 1/2" MIN. EDGE DISTANCE — CONCRETE 7/8' MIN. 2" MIN. EDGE DISTiWCE — MASONRY& EDGE DISTANCE �S 8 1{ -8#1122 WOOD SCREW 4 1/4" 1TIN TAPCON 18 INSTALLATION ANCHOR 12 V 4 47 INSTALLATION ANCHOR CONCRETE OR MASONRY TWO(SBy yFRAME BY OTHERS y:t 9 OTHERS (SEE NOTE 4, SHT. 1) Qp a�� • • 4.' ' (SEE NOTE 4, SHT. t} :•''�;'�-Yi' •f•� V.. ISOLATION MATERIAL j �f, ; ONE BY WOOD } d +( BETWEEN WOOD BUCK BY OTHERS c i9 6 15 10 9 •y; ' 4 BUCK & MASONRY (SEE NOTE 5. SHIT. 1) try'a OPENING BY OTHERS t9 8 16 10 9 n SHEATHING BY OTHERS a Ail PERIMETER CAULK ONE BY WOOD PERIMETER CAULK g € BY OTHERS BUCK BY OTHERS BY OTHERS 14 18 #8 X 1 1/2" c��J d EXTERIOR OTFINISH HERS (SEE NOTE S. SHT. 1) WOOD SCREW WINDOW WIDTH $ WINDOW 14 16 WOOD SCREW EXTERIOR BY OTHERS OR FINISH $ E IZONTAL N � ��� RWDP:ROYAL WINDOWS AND asTMA,A1008A/A1o9 BILL QF MAT'EMAL5 ® w�woli8120L.0 NO 13 ITEM DEECRIP'TION MATERIAL MANUFACTURER i r "�. Emil i MAIN FRAME WHITE RIGID PVC ..RWDP A / col ~\ 9 \ $ 2 FIXED MEETING RAIL WHITE RIGID'PVC "RWDP / —�JJ Rotrta.lmoro�e P.E. 3 SASH d MEETING RAIL WHITE RIGID PVC ..RWDP Aj1 / fbAh PE.Na�VTu 4 PANEL STOP 1 FRAME WHITE RIGID PVC •'RVUDP 5 SLOPED SILL COVER 7 GLAZING STOP OPERABLE WHTTE RLG6 WHITE PVC ro PVC •RWDP S�C..... �tp9� 8 GLAZING STOP FIXEO WHITE RIGID PVC "RWDP t �8 4;' NO 497 SS 9 POCKET INSERT WHITE RIGID PVC ..RWDP 1 1/2• GLASS BITE tF 10 0.270"HIGH CENTER FIN WEATHERSTRIP VINYL — J 1� I 1 INTERLOCK COVER WHITE RIGID PVC "RWDP p•t STAT OF _ 12 REINFORCEMENT(SASI1)15 GA STEEL ALLOY 100811010' REGENCY PLUS INC. 1 O�'•. 2� 14 PARTING STOP (FIXED WEETI RAI 15 GA WOOD ELDALLPT S p100S110t0` REGE NPLUS,INC- EXTERIOR \` ' / INTERIOR ����4$ONFill .. iS SI FLEX 552 SIL SILICONE SIVA 8 18 012 WOOD SCREW(INSTALLATION H STEEL —^ 7/8' OA. INSULATED GLASS UNIT CONSISTING OF: 17 1NL'tTWADVANCEDTHREADFORMTAPCON STEEL ITW 22 18 EXTERIOR LAMINATED GLASS — (2) 1/8'ANNEALED PRDMCT ftVWD 18 1Y8 1 112' DSCREW STEEL ®MrGLAASSW/00.39 'KURWAY MERICA AICA. B TACITETRIX® turn'lcwirt�oas 11e 0l.FIaW r to OA.INS TEO SEE G NO DETAIL,SW 4) GLASS 1104 20 BUNS VINYL RSTRIP VINYL STEEL SPACER, INTERIOR 1/0-TEMPERED GLASS VYEA7'hM HURRICANE TILT LATCH 1057E SEE NOTE BELA STEEL-ZINC COATED E2322 ENDUR 9.8 SS SPACER STAINLESS STEEL. GLAZING DETAIL � GLAZING PAD SEFTINO Bl Ol K-2NMK-125-02b026 NEOPRENE NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. -------ter Q2i >< 1' MAINFRAME �2 FIXED MEETING RAIL EEL-ZINC COATED SASH&1VIEBTING RAIL d.69r STTILT LATCH WHITE RIGID PVC WHITE RCGID PVC WHITE RIGID PVC 0.p7p"THK� 4.176" 0.32r a 3/16" 0.0ZTHKA 0.07W'rliK,& 0.3x8 0.20:5" f T ti 0.31r 0.70r e6' 2 3Ja` �i 2 tjls" 1" a.t p.377" a t 1/4- 1905 f2" Min 5.02Y 0.089` a LL w 2 3j16• 3 1/4"----.� 9.003 1.-057-"{ 1.012` # 0.709" ur PANEL STOP 1 Q SLOPED SILL COYER GLAZING STOP t GLAZING STOP 444 -- 4 FRAMF.COYER WHITE RIGID C LIFT HANDLE OPERABLE SASH d 0.1sr a.07ssHK } a WH17E RIGID C WffM I WHITE RIGID PVC 0.070"TNK. 3 1/2 0.055'THK 0.055"THKA a �5/16" 9/16" < .z -- jt 5 1 5/B` 2 1/8- �, WELDED MITERED -�f tjs° 5jt6` CORNERCONSTRUCTION w� B GLAZING STOP POCKET INSERT FMEO LITE i1 INTERLOCK COYERWHIT WHITE RIGID0. PVC OE 0� C 4.070"THKU WHITE RIGID PVC t K1f8 0.07V THKA ci mws .PA ift 44752 t 1 j8` �— t 3/a" �sarurnrrt�t � aa`a�lPMES�ri4 ``� a``t14`,•�OEl1ig ,P,,fj�ii _ No.4975 O 13 REINFORCEMENT �� •* 12 REINFORCEMENT 14 PARTING STOP s7arE Fkr STEEL STEEL WOOD t��.;� F 0.050 THICK 4.050'THICK SHIM i�t�`s,•�0 R 5 •ty��'4 Fy 30.50 KSI Fy=30.59 xsl NOTE: C►Ri 2 t� TA4 1X PT WOOD BUCK Pu=37.6.6&7 KPSI Fu■37.5-00.7 KPSI PARTING STOP EXTERIOR PERIMETER BY OTHERS �NrnFl►►�r TO BE SEALEDTO iX PT WOOD BUCK �i� 1 1 WITH SIKA 661 SILICONE 3/4° 0 15/176' ! vicvtxs"csRetns4•n m canplriq WA Mia FlarAm � 3j4' �.—�� 5js, Acc"roMM MI .06 7f1�'M By ea' »adatl MIAMtiMIAMI-DADE COUNTY EBDADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MM.miamidit&.eov/economy 11014 ency Plus,Inc. Locust Gap Highwaynt Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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 ingludinR the High Velocity Hurricane Zone. ESCRIPTION:Series"5305 Tilt"White PVC Double Hung Window-L . ' APPROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8,dated 01/12/09,with revision H dated 09/24/15,prepared by PTC,LLC, signed and sealed by Robert J. Amoruso,P.E., 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. 1191 SSILE MPACT TING:Large and Small Missile mpact esistan LABELING: Each unit shall bear it permanent label TRI—t—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. 13.1007.10 and consists of this page I 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. 2NOA No. 15-0618.02 MIAMFDADE COUNTY Expiration Date: May 06,2019 q/2q�1 Approval Date: October 0l,2015 Page 1 y Retencv Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. j (Submitted under NOA No. 09-0122.0S) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets I through 8 of 8, dated 01/12/09, with revision H dated 09124115, prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09,all signed and seated by Harold E.Rupp,P.E. (Submitted under NOA No. 09-0122.05) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), dated 06/01/15 with revision dated 09/01115,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 04/25115,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. Manuel A5Lueir Product Contro NOA No. 15-061&02 Expiration Date: May 06,2019 E-1 Approval Date: October 01,201s Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance to, of complying with FBC 51b Edition(2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422 Z, issued by National Certified Testing Laboratories,dated 10/02/08,with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1. Notice of Acceptance No. 134007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06/13 and expiring on 05/06/19. I 4 I i i t �I ManuelUFa P.E. Product Controfiner NOA No. 8.02. Expiration.Date: May 06,x019 f Approval Date: October 01,2015 E-2 i F 1 i • 40 � � � a REGENCY PLUS WINDOW SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL' o DETAILS ANCHORAGE D INSTALLATION m $ OEN6NIAl NOTEJt: IwTALLATION NDTes' ¢j MNCMTL-i UCT&V,HOPA06 SHOVYII HEREIN IS DESIGNED A OUTSIDE HVHL REQUIRE THAT A LICEN6E0 i5 4. �LYLMTN6THE0ITlON(201gFLORID11BU1tpNfi ENOMEERORARCHITECTPREPMEAND$IfSMITSITE LONE(1)IN8TALLATIONANCHat18REQUUtEDATEACH ®6.INSTAWTK)N oi:C RSANDA830gATEDHAHDWARE O SC)-6UILdNO AND RE8IOFMIAL VA3LlRAES9PEOIFICDOCUMEANCHORLOCATIONSHOWN. MDEOF CORROSION RESISTANT MATERIAL ORO 7HIE NIGH VELOCTIY HURRICANEZONE(H.1 DOCUMENT.ESIGN PRESSURE STATED HEREDL B.INSIDE HVHZ REQUIRE THATAONE•TIME SITE 2 THE NUMBER OFINBTALUITIONANCHORSDEPICTED18 HAVE A CORROSION RESI8TANT COAi1NQSPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MIHNONNI NUMBER OF ANCHORS TO BE USED FOR9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION z b DUCT DETAILS CONTAtHED HEREIN ARE BASED FRONT THE MlAM40ADE COUNTY PRODUCT CONTROL- PRODUCT INSTALLATION. 8 ANCHORSINTO MORTAR JOINTS•EDGEDISTANCEIS }GNEDAND SEALED TEST REPORT# 3.SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDCNE OP BLOCK OH EDGE OF q•11422-2 DATED 12001106,ADDENDUM DATED 7.MATERIALS: WITHLOAD BEARING SKIMP),MW(IMUMALIOWABLE MORTARSOIHTIN'fOFACESHEILOFBLOCK- aFR 1 V10610M AND ADDENDUM I DATED MOM AND 3 ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL ROVALWNDOW A DOOR SHIM SIZE IS 1N INCH.SHIM WHERE SPACE OF'A31NCH Q WERE TESTED N ACCORDANCE WITH HIGH VELOCITY PROFILES.PLANT 13 ROD VINYL PVC PER MIIAM-0ADE OR GREATER OCCURL SWM(S)SHALL BE CONSTRUCTED 10.ACCORDANCE ANCHORS SHALL U ACTURER IN HURRICANE ZONE TESTING PROTOCOL.$TA6.201.TASK= ®NOTICE OF ACCEPTANCE(MOA)N0.12.1120.02. OF HIGH DENSITY PLASTIC OR BETTER ACCORDANCE MOTH ANCHOR MANUFACTURERS �r a ARD TA9.203 ® IHBTALLATIONINSTRUCTIONSANDANCHOR9SWILL LL77 = _ 73 GLAZING INTERLAYER WRARAY AMERICA,INC, 4.FOR INSTALLATION INTO WOOO FRAMING.USE 112 WOOD ® NOT BE USED IN SUBSTRATES MOTH STRENGTHS LESS k 3.TOTHE�STANDARDB LLBTE N THES EDITION(20 ®$ACCEPTANCE(NON NO.PER ts-08�.. NOTICE OF SCREWS OF sUFFICIENT LENGTH TO MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS TA! ANCHOR MANCH THAN THE UFACTURER STRENGTH SPECIFIED BY THE . ® FLORIDA BUILDING CODE(FBC)-BUILDING AND INCHES. R RESIDENTIAL VOLUMES AND IS IN COMPLIANCE WITH SAID &NOT USED. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS of STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE® S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE 1 HEREIN ARE.BASED ON SUBSTRATE MATERIALS WITH THE (HVHZ)REQUIREMENTS. 9.GLASS MEETS THE REQUIREMENTS OFASTM E1300-0401. MASONRY.OR DIRECTLY INTO CONCRETE 1 MASONRY, 8 FOLLOWNO PROPERTIES: W SEE SHEET 6 FOR GAZING DETAIL. ®USE 1114 NCH ITW ADVANCED THREADFORM TAPCONS OF 4 ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD-PRESSURE TREATED(PT)SOUTHERN { MASONRY AND ZX FRAMNG AS A AWN WIND FORCE 10.DESIGNATION 9L•STANDS FOR THE FOLLOW Aft &I. CONCRETE SUBSTRATE YELLOW PINE MINIMUM SPECIFIC GRAVITY OF 0.55 pESISTtNG SYBTL CAPABLE OF N7THSTANDNO/IND X OPE ABLE PANEL S.I.L 1192 NCH MINIMUM EMBEDMENT ® LUMBER MUST COMPLY WITH STH EDITION FBCNFRC TRANSFERRINGAPPLIED PRODUCT LOADS TO THE 3.13. 1.112 NCH MMMUM EDGE DISTANCE AS RELATED-MINWOOD WOOD PROTECTION. [ A STRUCTURE IS THE RESPONSIBUMOFTHE ENGNEER 11.A113INCREASE NALLOWABLE 87RESSFOR WIND 3.t MASONRY SUBSTRATE B. CONCRETE-MN OR ARCHITECT OF RECORD AND TO BE REVIEWED BY LOADS WAS NOT USED IN THE DESIGN OF THE 53.1. 11NCH MINIMUM EMBEDMENT 2600 psi AND COMPLIES WITH ACI 301, AGENCY HAVING JURISDICTION WU)& PRODUCF(S)SHOWN HEREIN,IMND LOAD DURATION S.2.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY•STRENGTH CONFORMS TO ASTM C•90. FACTOR(C6*1.0)HAS BEEN USED FOR WOOD ANCHOR MEDIUM WEIGHT WITH DENSITY>111 PCF., R~J Annan,PE. S.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN WHERE WOODONLY FAILURE GOVERNS.FOR 6.FOR PARTING STOP INSTALLATION USE M WOOD FkftA P E W 40102 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE A OTHER MATERIALS.APPROPRIATE SAFETY FACTORS SCREWS. STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE PER THE APPLICABLE DESIGN STANDARD ARE USED. RESPONSIBOJTY OF THEENGINEER ARCHITECT OF T.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDEOUT NOT LIMITED , SNM E A4444No AREAS WHERE VW08ORNF DEBRIS PROTECTION pECOHDAND T08E REV161McO BY AHJ. ® 121REOWREMEN78 DW.USE OF AN APPROVED IMPACT STUCCO.FOAM.ALL FINMIES,INCLUDING BRICK VENEER AND SIDNG. TO `R4Q�-\C E Ng'� �9y 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM IS NOT REQUIRED, ,�0•�N •• GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS Q P Na 4075 INS ALATIONTOSITE..IATEFRRK)NSCAUSE EQU �1��� : INSTALLATION TO DEVIATE FROM THE REQUIREMENTS y DETAILED HEREN.THEN THE BUILDING MAY ELECT ONE OF THE FOLLONANGOPTIONS: 9V 7ATE� F t� TABLE A OF CONTENTS SHEET REV. S ESHEET DESCRIPTION' ,,�SS�q�A� 1 D GENERAL?NOTES,INSTALLATION NOTES&OP.CHART 2- D ELEVATION&ANCHORLAYOUT PROINICT RCYLSEO 3 D ELEVATION&ANCHOR LAYOUT as tnsplyiy wAYt YlaiN! 4 D VERTICAL SECTIONS- DESIGN PRESSURE RATING(PSF) IMPACT RATING A�1�q Nr(FJ'�L>D.02 5 D VERTICAL6ECTIONS 6 D HORIZONTAL SECTIONS&GLAZING DETAIL #55.0 LARGEMISSILEILE o�mDY4 7 DS M Bill OF MATERIALS AND COMPONENTian 6 D COMPONENTS&CORNER DETAIL s t 1 - MAX,CA MOTH el PARTING STOP Sw _-C?NLEK.0AFRAME MDT��� WIDTH 53" TOP SASH MOTH 49AS' TOP SASH 2.63 TYP. D.L.O.WIDTH HEAD&SILL s 0 1 45.76' FROM PARTING STOP CORNERS 10.00"O.C.TYP. 8.00'FROM JAMB 3: 0 HEAD&SILL X1.00'TYP.FROM CORNERS TYP. CORNERS OF'WINDOW 4.25"TYP. FROM PARTING STOP CORNERS Top TOP SASH DI.O. S2 79" 7 SASH MAX® MAX. HEIGHT HEIGHT 32.913r io.001 O.C. O.C.MAX.TYP. HEIGHT W/ 38.625 is I w AX x U 17 NIT PARTING FRAME I r o.c.TYP.FOR af STOP HEIGHT 2'O.C. WOOD SCREWS. TYPI O.O.C.IYP.FOR CONCRETE SCREWS. BOTTOM BOTTOM SASH A SASH D.L.O. HEIGHT x HEIGHT 36.625 I 33.113' ®REINFORCEMENT(TYP.) #19 INSTALLATION x 8 X I- SCREWS THRU f5 SCREW(TYP.) � 1-518'ARTING STOPS(TYP.) fA 9 2 RabWAAMMM.RE w"P.E.NO 49M 3,00"FROM CORNERS� 15.67"O.C.TYP. ""J"Itiftle" HEAD&SILL TYP. HEAD&SILL SO'! 1 KM ES 4-f4F BOTTOM SASH ro- OLO WIDTH No 49 46.8126* TE OF BOTTOM SASH WIDTH 50.126' ELEVATION ANCHOR LAYOUT A AcftVwwN ,QmaL t E)C=OR VIEW EXTERIOR VIEW 1�11=10w"Avlt- W/PAR71NO STOPS wl PARTING STOPS MAX.O.A.FRAME WIDTH 53" o a TOP SASH WIDTH 49.48" TOP SASH D.1.0.WIDTH 45 75 3.00"FROM CORNERS ®HEAD&SILL TYP. 4 8.00"FROM JAMB CORNERS TYP. 3 0 3"U:C.TYP.FOR Sol TOP TOP SASH WOOD SCREWS. 4"O.C.TYP.FOR d MAX. HEIGHT 6 X D.L.O. ® 13.75" CONCRETE SCREWS. > 5 a FRAME 36.625 HEIGHT O.C.MAX. Xs UNIT 32 913" T,P HEIGHTa BOTTOM BOTTOM SASH A 2"a j SASH D.L.O. TYP. S o HEIGHT X HEIGHT g 36.625 33.113" \ &REINFORCEMENT(TYP.) 1 15.HE O.C. E DETAIL 1 �(83 HEAD&SILL SILL ® RebenJ.Mmra..,E (SEE SHEET 7) FWft RE No 46767 ANCHOR LAYOUT ,& �,.•`�',a►l!Es';;%,, BOTTOM SASH EXTERIOR VIEW .`00�4Q:•�)GEA' o 48.6812512'" qG DLO ' W/O PARTING STOPS Q� No 497 J 1� * �,� BOTTOM SASH o,�• ATE p\. � WIDTH 50.125' ��,FS' 9 '6�p•` ELEVATIONPRODUCT REWiSED x cauply rx'9�M Flo" EXTERIOR VIEW u„ta:yClDk �rc��.wt�ol�■ W/O PARTING STOPS ntbn Dow 0/ A( Pm6oct ■ d r [t] CONCRETE BY OTHERS 71W MIN.EDGE DISTANCE E {SEE NOTE 4 ON SHEET 1} (fit t!2`MtN.EDGE DISTANCE WOOD PROTECTION(SEE NOTE. � I SHEATHING BY OTHERS &I&SHT.T)BY OTHERS p _ dF d IN.�# 2X WOOD BY OTHERS EXTERIORR FINISH + EMBEDMENT tf4'MAX.SHIM (SEE NOTE 4 ON SHEET 1) SYOTHER s off . EXTERIOR'FINI H PERIMETER SEALANT IX PT WOOD BUCK SY OTHERS ,Joy OTHERS BY OTHERS 4J T3 {SEE NOTE 6l� 1/i*MAX.SHIM /1t2 MIN. = t7 A ON SHEET 1) EMBEDMENT 3 EXTERIOR 6 INTERIOR PERIMETER SEALANT E BY OTHERS 4 3 e 2 ON , � i I) VER ICALS�Ii EXTERIOR INTERIOR �' a S TT 6 7 ® 51 T:m x ° EXTERIOR 8 INTERIOR BHT E VERT CAL SECT ON D WINDOW S � 5 HEIGHT 7 le �# C VERTICAL jWN EXTERIOR ® g INTERIOR kill, x A & B P EXTERIOR B' INTERIOR rsaea AAm*rm re R�naaerta4ara 2X WOOD BY OTHERS o (SEE NOTE 4 ON SHEET 1) I AIX PT WOOD BUCK BY OTHERS PERIMETER OTEIER.4 1 . ( �Ot�QI,GLEN PERIMETER SEALANT 5 (SEE NOTE 5 ON SHEET 1) L�� ---L qy� y1 QF•••,:9{'j�,s ® BY OTHERS 1 tlir MIN, Ilir MIN. No 4075 •`1'0 EMBEDMENT 114"MAX.SHIM EMBEDMENT EXTERIOR FINISH " TATE ,) F 41 BYOTHERS .•', EXTERIOR FINISH '401110.r,.= v a CONCRETE BY OTHERS 4��S,y+,Q„A� WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE 7i8•MIN.EDGE DISTANCE &IA,SHT.1)BY OTHERS 4 ON SHEET 1) L PROCKOCr�aevism 11l2'MMI. u Y .R L N DuiltaKr ..Iaw.enwae �)DISTANCE SHEATHING BY OTHERS \ / WOOD T°RA SUBSTRATE wacpyom w( it O¢ A ows VERTICAL SEC'�'I \./ By CO 4 TBS SL +de s� 1 1!Y'MIN.EDGE DIST. i 1 112'MIN.EMBEDMENT @A, PT WOOD BUCK BY OTH RS 718'MIN.EDGE GIST. r 3 (SEE NOTE SON SHEET 1) CONCRETE BY OTHERS(SEEo a a rd WOOD PROTECTION(SEE NOTE aa ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY O S® 1 1/2•MIN.EMBEDMENT 2X WOOD BY OTHERS • ® (SEE NOTE 4 ON SHEET 1) Y y n SHEATHING BY OTHERS 4 EXTERIOR FINISH :. 11W MIN.EMBED BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FIWSH (SEE NOTE SON SHEET 1) �s PERIMETER SEALANT BY OTHERS a ®SY OTHERS 4 - *- PERIMETER SEALANT 9 U4 MAX.SHIM BY OTHERS 1 112'MIN. s r7 1 31S'MIN.® EMBEDMENT EDGE DIST. EXTERIOR 3 6 NTERIOR pl o 4 1l4 MAX•SHIM Sir MIN. r5' 2 1 B EDGE DIST. ' o J V1 caxlICA s SECI'TON EXTERIOR 3 S INTERIOR i 5 a d 30 WINDOW 2y HEIGHT � LL HEIGHT HEIGHT VER CAL SECTION K W . D 8SUBSTRATH 2 �gI ® EXTERIOR 30® B INTERIOR EXTERIOR INTERIOR B ej p,~I Amou.a P E PERIM BSEALu P E Nm 4W62 PERIMETER SEALANT 5 3/8'MIN.® Y OTHERS 1 EDGE DI S®ANT ibro0,` jKMES 4 ®BY OTHERS 1 EDGEDIST. ��o�@Q.v.GlN3F9GO' Q•, No49 62 A 114'MAX.SHIM 1� # \C' "� t� .' • 1 112'MIN.EMBED. t 1X WOOD BUCK BY OTHERS EMBEDMENT NT 1 S7ATE OF (SEE NOTE S ON SHEET 1) � O�. ,p •� EXTERIOR FINISH ® EXTERIOR FINISH BY OTHERS BY OTHERS CONCRETE hgO��pgt BY OTHERS(SEE NOTE 1X PT WOOD BUCK BY OTHERS WON SHEET 1) SHEATHING BY OTHERS 1 11Y MIN.EMBED&, ®(SEE NOTE 5 ON SHE 1) 1 1IY MIN.EMBEDe 71S'MIN.EDGE DIST. Pe-u r i =02 PROTECTION(SEE NOTE OSS 2X WOOD BY OTHERS 11A,SHT.1)BY OTHERS ® 1 1IT MIN.EDGE 01ST. (SEE NOTE 4 ON SHEET 1) -VERTICAL SECTION °�° ` 00 FRAMESUBS RATE °q�wof Pm J sp I Ur MIN.EMBEDMENT-CONCRETE 1/�•MAX.SHIM tN•MAX.S10M f+—�}•1 tll'MAI.EMBEDMENT } ® 1'MIN.EMBEDMENT-MASONRY 1 2 7 7 2 13 1 11 T aL 1 1 112•MIN.EDGE DIST (SEE NOTE 4 ON SHEa INTERIOR WOOD BY ON SHEET 1) = W o ®2•MIN.EDGE DISTANCE-MASONRY (So R 715•MIN.EWE DISTANCE W CONCRETE/MASONRY BY OTHERS) :; EXTERIOR SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) GLAZING • WOO PROTECTION(SEE NOTE B 2 (ON THIS SHEET) O 11A,SCT.1 BY OTHERS DETAIL 1 PERIMETER SEALANT EXTERIOR FISH BY OTHERS q o ) ERIMETER SEALANTBY OTHERS® ® BY OTHERS 1X PT WOOD SUCK BY OTHERS EXTERK)R FINISH WINDOW WIDTH <n ®(SEE NOTE 5 ON SHEET 1) BY OTHERS R RIZONT SECTION G HO IZO TAL SES $ o I re y a ' # I&GLASS BITE® 9 7 715.OA INSULATED GUM CONSISTING OF:® INTERIOR EXTERIOR LAMINATED GLASS.-W ANNEALED GLASS, '\ 0.090'BLITACITE PYS INTERLAYER BY KURARAY AMERICA,ING,lir ANNEALED GLASS. ® 0.30'AIR SPACE,DESICCANT MATRIX STEEL SPACER INTERIOR 115'TEMPERED GLASS 1 VY MIN.EMBED. E4 YY 1 112•MIN.EMBEDMENT-CONCRETE 318'MIN.EDGE DIST.® ` EDGE DIST. E E _ d 21 MIN.EMBEDMENT-MASONRY. 114:MAX SHIM B &3V MEN. MAX•SHIM 1 VT MIN.EDGE DIST•Cl ® 2•MIN.EDGE DIST-MgC NRY.-Mg 2 7 2 7 2 1 ® 718•MIN.EDGE DIST. Q GLAZING DETAIL 1 JtabWJ Ppir P.E IN.i7�2 0- INTERIOR SWES I,���ii i 1 112•MIN. . 1 ur MIN. j No 48 5 �O EMBEDMENTjTATE F �. EMBEDMENT CONCRETE MASONRY BY OTHERS- ( 2X WOOD BY OTHERS z 11 (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) w� WOOq PROTECTION(SEE NOTE B t° `S•.�O R L O 0��+ter 11A BHT.1)8Y OTHERS 1 8 2 1 SHEAT1i1NG BY OTHERS i���S�QNA�,�N,�. RIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 1X PT WOOD SUCK BY OTHERS W INDOWWWIOTH ®(SEE NOTE 5 ON SHEET 1) sonurFRMUED EXTERIOR FINISH BY OTHERS ('KJ��TAI,SECTIONr HORIZONTAL SECTION CONOp ONR 6Uri11w ITS' Nba a z BILL OF MATERIALS I "6 DESCRIPTION PAT£W MANUFACTURER �^ I MAIN FRAME RiG1O P ••RWDP:ROYAL WINDOWS AND DOOR 2 SASH PANEL ME WHITE RIGID PVC "RWOP PROFILES,PLANT N0.t3 MO NOA N0. x 3 COVER WHtTERtGDPVC •'RWDP !21420.02. ��j�' H KI 4 PANEL STOP IF £ WHITERtGtOPVC "'RWDP 6 SLOPED 31 COVER WHITE RIGID PVC "AWDP d GLAZING STOP NTH K04ME WHITE RIGID FVC 7 GLAZING STOP OPERABLE WHITE RIGID PVC "RWDP a REINFORCEMENT STEEL ROLL TE.CHINDUSTRIES 8 POCK CO R01 WHITE RIGID PVC "RWDP O a 40 SUG STRIP VINYL 11 INTERLOCK COVER WHI E RIGiO FVC "RN@P 12 WEEP COVER NYLON CU970M CRAFT w 13 0.211VI0.1$rIs0.300'CENTERFINWEATHERSTRIP »• ULTRAFAB 14 314' !IW P RTt G STOP E NOTE 41A.SHT.1) O.SSMIN PT PINE WOOD - Q 18 KAFLF7L 552 SILICONS SILICONE SIKA CORP. a 4e naxltrTECSCREw STEEL - z E 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE y 4a *E WOOD SCREW ONSTALLA ON ANCH STEEL �j 10 ltd .AIS 0 NOOF.Vd`AN EALED 0e� GLASS •• Z BUTAO'MMIERLAVER SY KUPMAY AVMCJ41NC.,4tr ANNEALED GLASS SAStt LOCK LOCKWG TILT SHOE y 0.3VAIRSPACE.IIVTEMPEREDGUM ® STEEL NYLON Igo 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALLTIMESS NA TYP.WALLTICKNESS NA a 2.6 21 FACE MOUNTED KEEPER STEEL. TRUTH HARDWARE 1 22 1 SPRING 23 LOOKING TILT SHOE NYLON BSI BALANCE SYSTEMS Dear2' g 1 24 HURRICANE TILT LATE"8057 STEEL CTO.' VISION iNDUSTRiE31 3 , 25 PIVOT BAR METAL VISION OiDLSSTRI -+ # 2a SIKAFLEX 852 BACKBEDOINQ SILICONE SiKA CORP. 2.06r 1.MT 27 012 WOOD SCREW INSTALLATION 28 114' ADVANCEDTHREADFO TAPC STEE tT1N t $ 2a £NDUR 8.6 SS SPACER STAIHlES9 STL. CARDINAL 58 VA 30 1 GLAZm PAID(SETTING BLOCK NEOPRENE FRANKLdWE iiibbb C{ O MAIN FRAME SASE p utgt Fg� � SAS"COVER PANELCSP42 WRAME � FACE MOUNTED KEEPER Y WHITE RIGID PVC Q WNITERIGIDPVC WHITE RIGID PVC QrnnoruwSTEEL v¢ TYP.WAL.LTICKNES3 0.070' TYP.WALL THICMESS 0.070' TYP.WALL THICKNES O.OW WHR£RIGID PVC TYP.WALL TICKNESS 0.070' Flan•M NO"M �►-4.170' r0,2pa1- THICKNESSO.07O' .T60t` -.�F�-0.150' dµ{ie$p���� T _�� 0.3t5" 1.320' 0, d +�►1 1.�.... i 2.730' �7 4.a58' �i�/� 1.000' �4� -"}. 4:070' �o4iti�rtilCENg .,9� 1.400' I 0.46r S No 4975 /'t € 4•w-�-1.530' 1.350 t• GtAZ1NGSTOP1UVi'"AN GLAZiNGSiOP UPERABLESA8 i ® FOCKFTLVVER sFRINGBALANGE SLOlEDSiLT COVER i WHITE RIGID PVC WHTTE RIGID PVG O IT i iD G WHITE R1d1D PVC TYP.WALL THICKNESS 4.075` 7YF.WALL THIC4W ESSS O.OS�' TYP.WALL TiCKNESS O.OaS TYF:WALL �i F t 0 R LQ.'���• j0.306• THICKNESS0p70 3A51Y-� ® .L. +0.006 0.053` 0.691" 4.x57' 0.965'4:100 2.468" i7 0.321i'-+4}z� ri"- 7.220DU4MAX. WOUCTM2 . ��„� IIA21' t" 40.000 t� .- .n'mo7iindAOetktMa REINFORCEMENT: F.R1 OCK .OVER Pt[RTING STOP 0 1.685"4 t� I4afa.r cae WOOD J� err p�acewl�sOfii601 r��ae0ro 0438" P.WAI LCKNESS 0.062' ©P.WALL THICKNESS 0.075 � O.t70• �j T 0•e' OA44' j t' 5' / 0.52 !.722' _ = a ® TILT LATCH ® PIVOT BAR a STEEL-LNC COATED METALTYP.WALL THICKNESS NA ; * Eli o.aor 0.178' 0.323' 0.558" 0.316° b'� 0.362" 0.173° n II'I 0.37r 0.20 0.708" 0.551* 0• • 0.746• A1.122' 0.37r 1906' 2 -T0.306' 5."r0.889` 2.372• �•— o 0.8ar 1.08r 1.o1r �a• ��a $ 0.544• 0.16T t' g Ed WELDED MITERED o CORNER CONSTRUCTION g � � _ P ; RObMi�.�P.E no"P.&No tW62 �1h,....bq��i, 10.O.C. ���4,Q'j.. .......g No 49752 0 TAT OFI,�k1 O�t�'~.�O R 10'.•�2� 18 ® ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS [tmr .�aeenalta NOTE: ��p.K.NotS�ID.OZ im 1>r PARTING STOP EXTERIOR PERIMETER TO BE SEALED TO 1X PT WOOD BUCK WITH SOW 561 SILICONE ® Mrs ILk Pied•UI MIIAMIMI�DADE MWMI—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)3154599 N H ACCEPTANCE OA www.miamidade.eov/economy Regency Plus,Inc. 1024 Locust Gap Highway Carmel,PA 17851 SCOPE: This NOA is being issued. under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for-quality assurance purposes. If this product or material fails to 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 has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. CD—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. MISSILE IMPACT RATING:Large and.Sman Missile Impact Reststan 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.115-061&03 MIAMWADE COUNTY Expiration Date: July 22,2019 ` Approval Date: October 01,2015 07121115 Page 1 Reeencv Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted,under NOA No. 081210.12) 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 seated 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 VBC,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 PVC horizontal i sliding window,prepared by National Certified Testing Laboratories,Test Report No. , NTCL-110-11507-1, dated' 08/18/08, revised on 09/03/08, signed and sealed by Harold Rupp,P.E.- (Submitted under NDA No. 08.1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014),dated 03/31/15,with revision dated 09/01/15,prepared by PTC,LLC, signed and seated by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300414e01 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice, of Acceptance No. 14--0416.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-2 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. Manuel ez P.E. Product Contr t Exa liner NOA No. 618.03 Expiration Date: truly 22,2019 E-1 Approval Dates October 01,2015 Retrencv Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 511,Edition (2014) and of no financial interest, dated 06/03/15, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso,P.E. 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories,dated 03/31/09 and 05/01/09,both signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCI.-110-11507 1, issued by National Certified Testing Laboratories, dated 08/18/08,signed and sealed by Harold E.Rupp,F.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. 1 ManuelPU11 E. Product Controlner NOA No.1 .03 Expiration Dater July 22,2019 Approval Date; October 0l,2015 E-2 i REGENCY PLUS, INC. o a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LMI a INSTALLATION ANCHORAGE DETAILS I NSTALLATION mom_:- - - - - --- - - --- -- - - - - 1.THE PROpUCTANCHORAOE SH041RN HEREIN 6 DESIGNED 7.MATERIALS: LONE(/)INSTALLATION ANCHOR IS REOWRED AT EACH 6.INSTALLATION ANCHORS ANDASSOCIATED HARDWARE ®TO COMPLY WARN 5TH EDITION(2010 FLORIDA BUILDING ANCHOR LOCATION BHOMM. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR $ o CODE(FIC)•BUILDWO AN RESIDENTIAL VOLUMES 7.1 WINDOW FRAME MATERIAL ROYAL WINDOW t HAVE A CORROSION RESISTANT COATING. $ C INCLUDING THE NBON VELOCRY HURRICANE ZONE(HVIM DOOR PROFILES.PLANT 13 RIGID VNYL FVC PER 2.THE NUMBER OP INSTALLATION ANCHORS DEPICTED IS "�1 THE DESIGN PRESSURE(S)STATED MENEIN. MIAMI-DADS NOTICE OF ACCEPTANCE(NOP NO. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FRIED BLOCK DO ¢ 12.1120.02. PRODUCT INSTALLATION- NOT INSTALL NSTALLATK)NANCHORS INTO MORTAR 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DiSTANCE 1S MEASURED FROM FREE a UPON SIGNEDAND SEALED TEST REPORTS ® 7.2 GLAZMG INTERLAYER KURARAYAMERICL INC. 3.SWM AS REQUIIEDAT EACH INSTALLATION ANCHOR EDGE OF BLOC(OR EDGE OF MORTAR JOINT INTO FACE NCTL-11011607.1 DATED 06201D0 AND ASSL)C(ATEOBUTACITE INTERLAYER PER MWMI-DADE NOTICE OF Tlrw MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK. _ LABORATORY STAMPED DRAVANO9 AND WERE TESTED IN ACCEPTANCE(HOA)NO.144916.10. MAXM W ALLOWABLE SHIM 8RE 18114 INCH.SHIM po ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONEWHERE SPACE OF Wig INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN F TESTING PROTOCOLS TAS-201,TAS-202 AMD TAS-203. ®Q NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AM ANCHORS SHALL ��a p � 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®0.GLASS MEETS TINE REQUIREMENTS OF ASTM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS LU ®TO THE STANDARDS LISTED IN THE STH EDITION(2014) E1300-04ot. 4.FOR INSTALLATION INTO WOOD FRAMING,USE 012 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE lig FLORIDA BUILD04CODE(FIC)-BUILDING AND SCREWS OF SUFFICIENT LENGTH TOACIBEVE112INCH ANCHOR MANUFACTURER. S RESIDENTIAL VOLUMES AND IS IN COMPLYUK2:IMTH&AID 10.DESIGNATIONS WAND-0-STAND FOR THE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 710 �J g3 STANDARD INCLUDING HIGH VELOCITY HURRICANE ZONE FOLLOIMNG: INCH. I I.INSTALLATIONANCHOR CAPACITIES FOR PRODUCT$ IN.q� (HVHZ)REQUIREMENTS, X:OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE y � �, 4:FIXED PANEL. S FOR INSTALLATION THROUGH W BUCK TO CONCRETE I FOLLOWING PROPERTIES; - to $ 1.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE ® MASONRY.OR DIRECTLY INTO CONCRETE J MASONRY, WZ i MASONRYAND 2X FRAMING AS A MAN WIND FORCE 11.A 1133 INCREASE IN ALLOWABLE STRESS FOR WIND USE iM INCH 17W ADVANCED THREADFORM TAPCONS OF ®A. WOOD PROTECTION.WOOD PROTECTION.WOOD- vi , 9 RESISTING SYSTEM CAPABLE OF WITHSTANDSIGANO LOAD WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVE THE FOLLOWIN(k PRESSURE TREATED SOUTHERN YELLOW PINE. V 9 TRANSFERRING APPLIED PRODUCT LOADS TO THE ® PRODUCT(S)SHOWN HEREIN.WINO LOAD . 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST a STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER DURATION FACTOR(C -1.6)HAS BEEN USED FOR S.I.I. i 12INCH MINIMUM EMBEDMENT COMPLY WITH 6TH EDITION FBCJFRCAS RELATED Se OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHEREINOOD-ONLY 5:12 142 INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTKIN. FAILURE GOVERNS.FOR OTHER MATERIALS. 52 MASONRY SUBSTRATE 8. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF E.� 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE 5.2.1. 1 INCH MINIMUM EMBEDMENT ® 2500 0 AND CONFORMS TO ACI 301, Q ANCHORED TOPROPE:RLYTRANSFER ALL LOADSTOTHE APPLICABLE DESIGN STANDARD ARE USED. 5.22. 2 INCH MINIMUM EDGE DISTANCE C, MASONRY-STRENGTH CONFORMS TO ASTM COO. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE MEDIUM WEIGHT:WWTH DENSITY>117 PCF. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.IN AREAS WHERE WIND-BORNE DEBRIS 6.FOR PARTINGSTOP INSTALLATION USE 68 X 1112 INCH FftA"►.E Ora 46762 RECORD. PROTECTION REQUIREMENTS EXIST,USE OF AN WOOD SCREWS. APPROVED 6.THE INSTERICALLATION MAY NOT ILSREFLECTSRIBEACTUALHEREIN ARE CONDITIONS NEEDED. IMPACT PROTECTIVE SYSTEM N NOT 7.WALL MINIMUM EMBEDMENTAND EWE DiSTANCE DNG BUT NOT LIMITED EXCLUDE ,,���i,3p MES 4 M",i SIUODD,FOAM,BRICK VENEER AND SIDING. �pQQ•N,AG E N8 09 FORA SPECIFIC SITE IF SITE CONDITIONS CAUSE p F• G� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS Q t NO 187 2 ••. O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTION$-. AOUTSIDE HVHZ:REQUIRE THAT ALICENSEDTAT 0F• J* ENGINEER OR ARCHITECT PREPARE AND SUBMIT ��••.A` SITE SPECIFIC DOCUMENTS FOR USE WITH THIS i�<<p• O R 1..r DOCUMENT. '�hs,ONAI, sts B.INSIDE HVHZ REQUIRE THAT ONE-TIME SITE TABLE OF CONTENTS ����/p111��` SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED ® FROM THE MIAMIAADE COUNTY PRODUCT CONTROL' SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES tlICM2 F ELEVATIONANDANCHORLAYOUTS ,^. lNNcFlai6�.3 F VERTICAL SECTIONS • '�D•�HORIZONTAL SECTIONS,GLAZING DETNL>s CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RA]JIN 6 F CORNER DETAIL LARGE MIS=�'0IMPACT �"y 7 3/4"MAX FROM CORNERS(TYP.) 2'MAX.O.C.(TY 0 HEAD&SILL @ HEAD SILL P. FROM PARTING 121/2"MAX.O.C.(TYP.) STOP CORNERS HEAD&SILL H 8114"MAX. FROM PARTING STOP CORNERS(TYP.) 61 FRO E CORN p ir 12" 74"MAX. O.C.TYP. O.C.Typ- FRAME WIDTH 3116" 3" MAX, MAX. INSTALLATION D.L.O. D.L.O. ANCHOR(TYP.) 63" 1 T//? T I T i- JILL 5112"MAX, M FRAM il ERS(T), 343116' 33' MAX. FRAME PARTING STOP ANCHOR(TYP.) 0.�CF FROM M� EIGHT FRAME CORNERS(TYP.) _M Q Ole 1 4518,31/4' a C STEEL REINFORCEMENT MAX. 3 3 FIXED W(2)EVENLY 3'MAX(TYP.)@ HEAD&SILL D.L.O. FOR V400D SCREWS ��� ls F SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&$ILIA . I FOR CONCRETE SCREWS FROM C.L.(TYP.)@ HEAD&SILL WMAX FROM C.L.(TYP.)@ HEAD& PE� 57 UZI 7 ,//G\SILL FOR WOOD SCREWS. t MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& E 114q;._ SILL FOR CONCRETE SCREWS. D.L.O. . No 49 A% 0 f if ANCHOR LAYOUT $TAT —STEEL EXTERIOR VIEW REINFORCEMENT A I 1/2"x 1/4"WEEP HOLE 2 518"FROM END(TYP.) A P=UVISW MW4 la" to ELEVATION EXTERIOR VIEW Ktmni #12 WOOD SCREW12 ON£ BY WOOD L ONE BY WOODINSTALLATION ANCHOR BY OTHERS v, _ BUCK SY OTHER tg 1/4" ITW TAPCON (SEE NOTE 5. SHY. 1) 3 INSTALLATION ANCHOR 7/8" MIN. v (SEE NOTE 5, SHT. 1) SHEATHING EDGE DIST, Two BY By OTHERS OD g p 1 1/2* MIN.,,pp,, 3 WOOD BUCK PROTECTION BY EDGE DIST.�r� BY OTHERS * s OTHERS (SEE INST. NOTE d {SE�_NOTE 4, SHT. 1) 1 lA) ;: a , a y •q_' �+ . •� EXTERIOR FINISH ilit CONCRETE BY OTHERS : q. BY OTHERS int ;' SEE NOTE 4, SHT. 1 ;.,_ w '. a R 1 1/2" MIN. ir2'L:.. 1 1j2" MIN. (� 7 EMBEDMENT is X 1 1/2" +'�' EMBEDMENT ,,i:.,�; WOOD SCREW i'iy`�c•t is X 1 1/2- • ti; IB X i 1 2 14 >� _ ti �.,.: W000 SCREW 1/4" MAX. _ W WOOD SCR }+1 SHIM SPACE EXTERIOR FINISH BY OTHERS SHIM SPACE PERIMETER CAULK t0 PERIMETER CAULK 10 BY OTHERS 21 By OTHERS D _ - 9 M 21 rL 1 6 WINDOW > HEIGHT 18 15 2 4 0 z 16 IS c~7y B E TICA S iON iNTEMR WINDOW EXTERIOR rAwm Sicca"' INTERIOR EXMOR �TION HEIGHT SEE GLAZING CyC DETAIL 2 16 OMAumpANPI.SHOWN. SHEET 3 fly° " 16 t6 4 2 27WERIOR 6ti e g, 6 it 9 2 '6 t6 4 16 21 ROD�et 1.M�OM4 P.6. FWMS P.£.Wo Awn 1 0 `�4{tilglty, DAMES qA4�Q�4 24 23 ��t�-'tCENg'•..9 10 �N;•4 6••.G� PERIMETER CAULK 10 {j8 X 1 1/2- 21 Na 497 j BY OTHERS o 14 OOD SCREWh ? o 17 /S X 1 1 j2' 14 Ile MAX. WOOD SCREW �� wSSHIM SPACE STATE' F O�R�'S,c� 000 0�` EXTERIOR FINISH u; �� Groat BY OTHERS %!;%• fill ! c a v 1 1/2" MiN- A CONCRETE BY OTHERS r a: Q 4 a Q a EMBEDMENT Gtl (SEE NOTE 4, SHT. 1) r ,, 4• RThe pyatas ONE BY RD +; ���'Na1�3'OH16.OD BUCK BY OTHE1/4" lTW TAPCON'13 1 1/2" MIN. E2iIEBL4R ."Dre (SEE NOTE 5..SHT. 1) NSTALIATtON ANCH R EDGE DIST.'& U H RIZONTAL ECTION Or VER TIC AL SECTION rl WOOD BUCK PROTECTION A a p3 SHOWN. BY OTHERS (SEE INST- MXasumA.R NOTE i to r 1/4" MAX. SHIM SPACE y8 X 1 1/2" WOOD SCREW SHIM AS WOOD SCREW 14 1/4 MAX. REQUIRED 14 t 1/2" MIN. EMBEDMENT — CONC�E o e 1" MIN. EMBEDMENT — MASONRY a 1 1/2" IN SHIM SPACE 15 18 3 7 6 10 EMBEDMENT 13 1/4" ITW TAPCON INSTALLATION ANCHOR 10 1 19 17 t8 !flIESIS� w FSHIM REQUIRED I i V' 1 1/2" MIN. EDGE DISTANCE — CONC. /� g� y a INSTA12 LLATIONDANCHOR 12 p•' a 2" MIN. EDGE UI — MASONRY /r� KKK K $ gg T — V. —CONCRETE OR MASONRYBY = LL 7/8" MIN. V Q, 9 (S OTHERS EDGE DISTANCE V (SEE NOTE-4, SHT. 1) A ISOLATION MATERIAL BETWEEN � °� 0 0 2, 8 21 23 a •V. WOOD BUCK do MASONRY OPENING 9Y OTHERS TWO BY WOOD--l-k.3 FRAME 8Y OTHERS �r+�'ri; D O V ONE BY WOOD (SEE NOTE 4, SHT. 1) BUCK;� �sr BUCK BY OTHERSIv SHEATHING +' " Q ••Q (SEE NOTE 5. SHT. 1) a .a BY OTHERS 20 165 1 70 •..; ,�y #8 X 1 1/2" EXTE6�B 14 fs X i 1/2" s x WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW EXTERIOR FINISH BY OTHERS BY OTHERS �z B1 OTHERS EXTERIOR FINISH N � F AORIZO_ NATAL"11114 ION O"107NT L SEG"fIOOTHERS S F Mw IA. IoM MIMMiSMMA10 to b PU6�APANt9.9MIIdO1 �U <5 In� 7/8' D.A. LAMINATED GLASS CONSISTING 18 OF: EXTERIOR LAMINATED GLASS — (2) 1/8"ANNEALED GLASS W/ 0.090' KURARAY AMERICA INC. BUTACRE Y INTERLAYER. 0.39"AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Rcb"J'AManJMP'E INTERIOR 1/& TEMPERED GLASS FWM PF.Na 427d !. 1 2sts ;+.+Q JAMES, 4 EXTE18 / ) �F...v'GEJV %.Gyi 2 \ I �� No 49 1�* 1/2IR 17 EXTERIOR I1) ` STAT. F :•41 GLASS I 1/2" GLASS BITE O'. 1 27 ® 427 \ t0 �— E VRDOU4?NLIVISEn e tantlyiq d6 Fksu GLAZING DETAIL I GLAZING DETAIL 2 B+ % NO 1 By M�,L noenn c �i c A WELDED MITERED CORNER CONSTRUCTION r_ w I? s oI u_ i _. f � o x,O.C. _ (TYP.) h ® LL - TILT LATCH a ` 0.69r STEEL-ZINC COATED 0.178" 0.323' Y p{� 0.346' 0.205" P4W J AMOMW P E. SHIM FWW P.L No.49M 1 � NOTE: CORNER DETAIL 1X PT WOOD BUCK �' o.37r rQ. r PARTING STOP EXTERIOR PERIMETER BY OTHERS °"1�� !� '����yt���l�+t+;�� 0.371, 2.260" ���,kqS•�GEEN$ �9r4 TO BE SEALED TO 1X PT WOOD BUCK ice' 6.o2x No 49762 0 WITH SIKH 551 SILICONE °.� �I f1 i# 0.603` 1.001, 7 {} t1.0ix (� 0"" 0.157" (}C'T It[175E� m rypplyiu{w1I61PCtlo��a n jy.0"'b DW uy �Pte+ 4 (D1 MAIN FRAME WEEP HOLES(SILL): 0 SASH FRAME (� GLAZING STOP-OPERABLE LITE ; WHITE RIGID PVC 112"X 112'EACH END(INT.TRACK) WHITE RIGID PVC V GLAZING STOP W/HANDLE 4 WHITE RIGID PVC 0.070"THK 1Y2•X 318'MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. 610'X 318'EACH END(EXT.TRACIq 0.055'THK 12 4 3/16" 1 11J16 -;' T 5/16" �_6- o 21 2 5/16" 1 9/T6" _ SASH COVER 17 GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COYER $ 1 3 j8" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC x o 0.075•THK 0.070"THK 5/16"0.060"THK. 5j16" �� _...�. 1/2" Y �`-3 1 j4M t 3 —� 75/8. a POCKET COYER ®POCKET COYER glial (EXT.TRACK Qn.TRACK) TILT LATCH BILL OF MATERIALS , WHITE RIGID PVC ITEM DESCRIPTION MATERIAL SUPPLIER �^ �� 0.070°THK WHITE RIGID PVC STEEL'ZING COATED g - Iy m m s 0070'THK. 1 MAIN FRAME WHITE RIGID PVC "RVW e. a SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC y 3 GLAZING STOP NTH HANDL WHITE RIGID PVC — —T 4 G NG STOP-OPERABLE LITE WMTE RIGID PVC 6` nm � 5 POCKET COYER EXT.TRAC WHITE RIGID PVC e POCKET COVER INT.TRACK WHITE RIGID PVC 7 SASH COVER WHLTE RLGtD PVC Oj R y i T 7j8« WEEPHOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 10084010• REGENCY PCUB INC. e 3/4'X318:EACH END 9 INTERLOCK COVER WHITE RKHD PVC ` ••RWDP cs 1N"X9/16"MID SPANOD PT SYP a � i0 PARTING STOP WOGAO 6S MIN, @g INTERLOCK COYER @ REINFORCEMENT 11 CAM BWEEP COCKS KEEPER STEEL TRUTH 18 FIXED�G RAIL 12 912 WOOD SCREW INSTALLATION ANCHOR WHITE RIGID PVC SASH FRAME � 8 0.070"THK STEEL WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON 0.050"THICK 0.086"THK. 14 08.X 1112'.'WOOD SCREW Fya3D-50810 15 71WO.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL noewpF.Rw,49m 15/16" Fu=37.5•65.7 KPSI DETAIL ON SHEET 3) ii�is�rertrrr 18 SIKA FLEX 652 BtLLGON£ SIKH 4%�����LAMES rrrirrr }-t 3j4' j16*� 2 3/Tfi' 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC •`RWDP Q`•�\CENs A,p� 18 FIXED MEETING RAIL tVHiTE RIGID PVC R4VDP �.• NO 49 5 �43/4' 19 PANEL STOP I FRAME COVER WFMTE RIGID PVC "`RWDP 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC ••RWDP 10 q"Y411 10 PARTING STOP ®REINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAS o,�. �rATe r WOOD 2 1/16" 22 NYLON HOUSED METAL ROLLERS NYLON 1 STEEL SAUNDERS ENG G "•.,<O R�O Q%•'1� FIXED MSE EKING RAIL 23 HURRICANE TILT LATCH(1037 EVNEI NOTE 8L LONO STEEL.•ZINC COATED VISION IND. 4''s`rjaAlA.. 0.050"THICK POCKET INSERT 24 WEEP HOLE COVERS PLASTIC RO MAI qr s. 26 REINFORCEMENT FIXED MEETING RAIL 16 GA STEEL ALLOY 10084010 REGENCY PLUS INC. rnitsnr� FY=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL. Em Fu=37.5-88,T KPSt WHITE RIGID PVC 2T GLAZING PAD SETTING BLOCK•21J8•1K-12&0204MO NEOPRENE FRANK LOWE "u)O tCTRMSED 1 T_ 0.060'THK NOTE;HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER o com `M*efk"� 15ji 6" 13/16• FRAME.NOT SHOWN IN DRAWING. 310 'DbtISoS -�- •ASTM A-A100SA t A109 RWDP,ROYAL WINDOWS AND DOOR BY k-4-3/4" T 1/8" ® PROFILES,PLANT NO.13 MO NOA NO.11241120.02.