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HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: St. Lucie County Building & Zoning Department -- 2300 Virginia Avenue SCq Fort Pierce, FL 34982 BYN�p 772-462-1553 St, L uCie C°,nt APPLICATION FOR REPLACEMENT OF y WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS r SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: ;7C:x-D/' �iJGyl /L�% 2. PARCEL ID NUMBER: l " 6 l �^ Ol%� ^ ohy 3 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: _-y 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORrAATION 6. Name: Address: %ocui City: /�% State: zip: 3 /7—D' Phone: 77Z) P6s7 CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: Business Name: �n Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A:S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows &Skylights Exposure B I 7 y y "; /y` " - D - Exposure C Overhead Garage Doors < 30' - F.B.C.. Table 1609.6 (1) + 1609.6 (2) y,.,�.� �� ;11— I o +I/� •aY B- Size C- Size VALUE OF CONSTRUCTION: $-,3 u—)l7 FEES DUE: I :�' O - ou ` RECEIPT: % 1-k OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating cow7n and zoning. Ay M 0 Nh G ZA-EVE cul PRINT QUALIFIERS(/OWNERS NAME SIG TURE OF Q ALIFIER/OWNER STATE OF FLORIDA, COUNTY OF Stl `%EAR ACKNOWLEDGED BEFORE ME THIS 6 10 DAY OF'-3Z1.. 20-&, BY Gmr4esc WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED �� AS IDENTIFICATION. i J�iIS�' frLlr�5t1��.� SIGNATURE OF N6TARYJ TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER L Notary Public State of FloridaDebbie A Reamsnyderv,vv My Commission00934011 Expires 12/02/2013 Property Appraiser - St.Lucie C',_­.7ty, FL Page 1 of 1 PROPERTY RECORD CARD Kay F Baker Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,`\,UCIE 0 Site Address: 7001 HIBISCUS RD ParcellD: 1301-613-0176-000-3 Sec/Town/Range: 12 :34S :39E Map ID: 13/12N Account #: 140356 Land Use: SF Res �. Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Kay F Baker LAKEWOOD PARK -UNIT 11- BLK 145 LOTS 13 AND 14 (MAP 13/12N) Address: 7001 Hibiscus Rd (OR 1120-477: 1396-1032) Fort Pierce FL 34951-1837 Sales Information Assessment 2009 Final Total Land and Building Date Price Code Deed Book/Page 2009 Final: 72600 Land Value: 14600 Acres: 0.54 1/6/1998 70000 00 WD 1120 / 0477 Assessed: 72600 Building Value: 58000 Ag.Credit: 0 Finished Area: 1302 SgFt Exempt: 72600 Taxable: 0 Taxes: 459.15 BUILDING INFORMATION No Imam Available Exterior Features View: RoofCover: FS - Fibrglss Shg RoofStruct: GA - Gable ExtType: HD+- HD+ YearBlt: 1997 Frame: - Grade: D+ - D+ EffYrBlt: 1997 PrimeWall: VS - Vinyl Siding StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure 3CNT - 3CNT S 1 1 AV AV 1997 1 0100-SF Res BI -Front Ft 132.36 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED, Depth 131 http://www.pasle.org/prc.asp?prclid=130161301760003 1/22/2010 F-le Edit view Bookmarks Tools Window Help F1269 1, � xy 1<^> Basemap Markus -- 0.70 Highlighter G 0 Layers RURS-4 D. R Basemap Markers P R County Boundary i R8 C3 Overlay Zones CJ 0 Sections R-SA RU 91 R Historic Structures R3 21 Address Master EO D Misc Addresses El 0 Hydrology Names (D [I Road ROW Dimensioti, C+j Cl Lot Lines El Block Numbers Anno 0. 21 Lot Number Arno i 0 El Parcel Dimension Anr 1W El Menaced Care Fach'! $2 ROW 0 El Major Roads 34951 0, 9 Streetso 'S D Historic Sites Ft Pierce 0 El Hydrology g RS-A RU L9 D Annexations Parcels Flood Zones RU 14 kT) Petitions lF, 0 Airport Rurrvay N C1 Parks &Preserves ZI Site Plans El R Future Land Use Zoning D wincizones El Mobile Home Parks Cj] ❑ Subchvisitons, Solid Waste Seice,� Major Hydrology C.] ❑ Utility Service Areas T RI zip codes r] El Municipalities CP EI Aerials 2009 RU RU - Finds fvatures, places and addresses on the map 852285.92 1166293.2. Feet i J'cIhy, Jan 22, 2010 03:46 PM Contractor: ,00e,;;i�y Job Address -7-L--,o Owner's name Subject Installation of Dear Sirs . I hereby attest that to the best of my knowledge, belief, and professional judgement, the review of the above mentioned building's configuration, provided to this office by the contractor, indicates that the maximum design pressure rating for the subject job is Design Pressure Rating : + 42.7, - 57.2 p.s.f. This design load has been determined based on section 1609 of theaA?% Edition of the Florida Building Code, for a : - Building's mean roof height of : 15' - 01, - Wind velocity and exposure: 140 MPH, Exposure - Wind zone : End Zone 5 Therefore, maximum shutter span and maximum anchor spacing for a given type of installation shall be determined as per schedules shown on: Applicable Florida Building Code ;?007 Approved Drawing. If I can be of further service, please do not hesitate to call. , 1pepvt rf �j x 5-q ox 71J x go L.`L%A." Yiaat IL t 3(p x 80 9s y sd 0 RIt Sax 8Q eeKAJ /bVdw�i✓alow s C ce fi /N Na wiwcloos } A3px3YJ 6135 �k /O06Dc;4P,7 MIAM MUMLDADE COUNEY,110MA BUILDII�IG CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING PRODUCE CONTROL COMPLIANCE (�O) 140 WiSST FLAGLER STREET, SUITE 160 IvIIAM1, FLORIDA 33130-1363 NOTICE OF ACCEPTANCE QA (7 375-2902 FAX (3115) 372-6339 RegeM >�, Inc. (N ) wow. r n, & 1024 Loemat Gap Hlgbway Mt Camel, PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction modals. The documentation submitted has been reviewed by Miami -Dade County prods Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Cry and other areas where allowed by the Authority Having Jurisdiction (AHJ). 'Ibis NOA shall not be valid after the expiration date stated below. The Miami -Dade County P Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County,) mserve the right to have this product or material tested for quality assurance pub If this product or material fails to perform in the accepted manner, the manufachnw will incur the expense of such testing and the AHI Wray immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County product Control Division that this product or material fails to meet the requirements of the applicable b hisep�uct is approved as described herein, and has been designed to comply with the Florida B�w'ldging including Ham► Velocity Hurricane Zone. DlESCREMON: Serer ,"MW Tit-ViBA" PVCDouble-Hag— �.� I,,Mye_ APPROVAL, D" OCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09 with revision "C" dated 04/01/09 signed and sealed by Paul E. Winter, P. E., bearing the Miami -Dade Co ' Prepared by C', stamp with the Notice of Acceptance number and �' Produce Countyftol Approval Approval date by the Miami -Dade County Product Cortiivl Division. 1VI>4 W& IMPACT RATING:-I� wsfi allrn�1*jWR t WELINTG: Each unit shall bear a permanent label with the manufactanpr's name or 1090, city, she and following stet ment: "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 no change in the applicable building code negatively there has been g of this product. TERMMATION 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 prods. Misuse of this NOA as an went many Product, for sales, advertising or any other purposes shall automatically terminate t NOA. Faihu+e PIY with any section of this NOA shall be cause for termination and removal of NOA. ADVERT& MEIVT: The NOA number preceded by the words Miami -Dam followed by the expiration date may: be dlsplayed in advertisingliterature.County, Flom and displayed, then it shall be done in its entirety. any portion of the NOA is INSPECTION: A Dopy of this entire NOA shall be provided to the user by the mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval documer t doted above. The submitted won was reviewed by Manuel Perez, P.E. NOA Na 0-"122A9 EYPi ation Date 6;�+r Approval Data Msy (h 2W Pagel Reamer Phi, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09 with revision "C" dated 04101/09, prepared by PTC, LLC, signed and sealed by Paul E. Winter, P. E. B. TEST'S 1. Test report 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, TAS 202-94 along with marked -up cgs 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 01108/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P. E. C. CALCULATIONS 1. Anchor verification calculations and Anwtural analysis, complying with FBC 2007, prepared by PTC, LLC, dated 01/12/09 and 04/02/09, signed and sealed by Paul E. Winter, P. E. Complies with ASTM E13004)V 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E- MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont Batacite PV% Inta*er" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 07-1016.05, issued to Dominion Plastics, Inc. for their Series "White Rigid PVC Exterior ExhMions for Windows and Doors", approved on 11/15/07 and expiring on 10/24/12. F. STATEMENTS 1. Statement letter of conformance and of no financial interest, dated 01/12/09, signed and sealed by Paul E. Winter, P. E. 2. Laboratory compliance letter in the Test Report no. NCTI,-110-11422-2, issued by National Certified Testing Laboratories, dated 10/02/09 revision dated 01 /08/09, signed and sealed by Harold E. Rupp, P. E. G. OTHERS 1. None. Manod Product Control NOA No. pg ExPku&m Dst+w May 6, 2014 E -1 Approval Date bby 6, 2M REGENCY PLUS SERIES 9309 TILT DOUBLEHUNG IMPACT VMn HT"oW INSTALLATIONANCHOJUGE DETA" I. THE PRODUCT ANCHORAGE SHOMM HEREIN Ta DESIOTIFD TO CCMPLY WITH THEMOM OM VELOCITY RAWX Ii ZONE (MVM>7 0P THE =7 FLORIOA ww" COOS ow) MID AT THE DESIGN PRESSURE STATED HEREW. M 2. THE PAOMICT DETAILS COWAHM HRPMN ARe BASED UPON Wom AND SEAM TER REPORT o PM-110-11422.2 DATED 17AIA)L ADDENDUM GATED 1 WMM AND ADDENOW 11 DATED 02MGMAND ASSOCAM LAIORATORY RAMPED DAAWNgB MIN WERE TESTED W ACCORDANCE WRN CURRENT DADE COUNTY PROTOOtl,S . 2. ADEQUACY OF THE EORINO STRUCTURAL OONCFZTE MASONRY AND 2X FRAMING AS AMAIN ALMA FORM RESISTING SYSTEM CAPABLE OF W THBTANDIMAND TPANSFERAM APPLIED PRODUCT LORD$ TO THE STRUCTURE IS THE RBSPQNSISUTY OF THE E WIM OR ARCKURCT OF RECORD AND TO8E gEVIrM BY AGENCY HAVING JURISDICTION W% 4. 1X AND 2X SUCKS (WHEN USED) BWALL SE DESIGNED AND ANCMORW TO PROPERLY TRNdM AL LOADS TO THE STRUCTURE. DUCK MOM AND INSTALLATION IBTME RESPONMUTY OF TN$ ENGINEER OR OF HD RECORD AND TO BE REVIEWED SY A. e. IN AREAS WHOM VBND40DRFE DEBRIS PROTECTION REWIREMENTO EMT, USE OF AN APPROVEDIWACf 1. ONE ANCHOR IS REWIRED AT EACH PROTECTIVE SYSTEM IS NOT REQUIRED. ANCHOR LOCATION SHOWN. G. WINDOW FRAM AND PANEL MATERIAL: WHITE RIM PVC 2. THE NUMBER OF INSTALLATION ANCHORS DEPITTED IS DH.OA O7-t01tA8) THE MNIB UW NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 7.OLASS MEETS THE REQUIREMENTS OF ARM E130D. SEE SHEET S FOR GLAZ= DETAIL. S. DESIGNATION or STANDS FOR THE FOLLOWWO: X: OPERABLE PANEL 9. A 113 INCREASE IN ALLOWABLE STRESS POR YOM LOADS WAS NOT USED IN THB DESIGN OF THE PRODUCI(S) SHOWN HAtFIN. WIND LOAD DURATION PACTOR (Cd -1.0) HAS BEEN USED FOR WOOD ANCHOR DESIGN. TABLE OF CONTENTS REV. SHEET OE$CRIPTION I C GENERAL OTIIS, INSTALLATION NOTES A OP. HART 2 C ELEMATION S ANCHOR LAYOUT FBHELR 2 C ELEWMTICN A ANCHOR LAYOUT 6 C VERTM,ALSU7gN8 e C VERTICAL SECTIONS e C HORIZOWAL SECTION & GLAZING OETAL 7 C $LLOFMATERALSAMDOOMS+OfiNIS MI C I COMPONENTS A COMM DETAIL J. SHIM AS REQUIRED AT EACH INSTALLATION M04OR VIM LOAD SEARING WOW MAW" ALLOWABLE SHIM /la 181E INCH. SHIM WHERE SPACE OF 1116 INCH OR GR AIER OCCURS. 8LSM(8) MALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER. 1: FOR INSTALLATION INTO WOOD FRAMINQ USE C2 WOOD SCREWS OF SUPTICENT LENGTH TO ACHIEVE 11Q WCH MINIMLIM EMBEDMENT. MHO M EDGE DISTANCE 18 713 INew& 6. FOR INSTALLATION THROW 1X AKIN TO OONORBTE MASONRY. OR DIRECTLY INTO CONCRETE /MWSONRY. 1J88 TJte WCH ITW TAPOONS OF SUFFICIENTL040TH TO AIIIBVE 11n RICH MINIMUM EMBEDMENT. MII AW WOE DISTANCE IS 24LI INCHES. MUINAIM ANCHOR SEPARATION 18 2 114 INCH. 6. MINIMUM EMBEDMENT MIN WOE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT I= LiMFED TO STUCCO. FOAM. BRICK VENEER AND SKIING. T. FOR CONCRETE BLOCK, 00 NOT INSTALL INSTALLATION ANCHOR$ INTO MORTAR JOINTS. EDGE DISTANCE I$ MEASLIM FROM FREE EDGE OF $LOCK OR EDGE OF MORTAR JOINT INPO PACE SHELL OF Smoot 8. WBTALL.A71ON ANCHOR CIPACTICO FOR PRODUCTS HEREIN ARE SARD ON VAMmIE MATERIAL$ WITH THE FOLLOVNNO PROPERTIES: A. WOOD - PRESSURE TREATED (M SOUTHERN ® YELLOWPWE.MIMMIMSPECIROOR^VITYOPoA8. LLIAMBR MUST COMPLY WITH FSC SECTIONS 241I.3.7.2 AND 222e.2AD TO WOOD PROTECTION. S. CONCRETE - MINN" COMPRESSIVE STRENGTH OF 7192 pl. AND COIPLLEB W MJ ACI 301, AG 21&W AND AC 286. C. MASONRY - BTREHOW CONFORMANCE TO ASTM C-90 AND ADI 57045. GRADE N. TYPE 1 (OR OREATM) OSSIGN PRESSLJTtE MTINO (PSF) I IMPACT RATMW le6A LARGE M188LE WACT 2-1I; &W.OJI WIDTH � e 1 7105 8TOP 66•G fillMAX O AfT1AME WIDTH BS' TOP aASH VYDTH Ii.ia' � TOP SASH D.L.O. WIDTH C HEAD A aII I v < 48.7r FROM PARTING STOP CORNERS 10.D.C.COON FROM JAMB • aw ,•�, �• FROM HEAD BILL � HEAD 8 81LL CORNERS 7YP. CORNERS OF WINDOW 4.W TYP. FROM PARTING TOP TOP BASH STOP CORNERS � T0' Ti SASH D.L.O. Ima MAXMAX HEIGHT x HEIGHT (1� HEIGH 41 UNIT 3UN 3241J' 10.0vD.C. O.C.TYR PARTING PRAMS Tom• x-�_3.00.O.C. STOP HEIGHT 1.00' O.C. �— _ TYP• gg}} TYP. d BOTTOM eorioM BASH SASH OLD. 33 HEIGHT x HEIGHT �aa25 33.11Y &MINFORCEMENT(TYPj TYP. N 012 INSTALLATION x30 SS X 1-Wr SCREWS THRU A SCREW (TYP.) ARTING STOPS (TrP.) y !i 3.001 FROM CORNERS I I I I p,40.O.C. TYP. MEAD d SILL TYP. HEAD a SILL BOTTOM CASH OLO WIDTH 4GA12W eoTTOM SASH ELEVATION CHOR LAYOUT A cTeRtoR vmly AxtsuOlt WSW N/ PAATINO SI10PS W/ FARTINO STM f MAX. O.A FRAME WIDTH 03' TOP BASH WIDTH 40.45' TOP BASH D.LO, WIDTH 46.TS• TOP T7' SASH X MAX HEIGHT FRAME 36MB UNIT HEIGHT BOTTOM SASH HEK3HT x 30.028 BOTTOM BASH DLO WIDTH 46.0125' BOTTOM SASH WIDTH 50.125" ELEVATION RUMOR VIEW Wro PARTINO NM 3.00' FROM CORNERS 0.10' OA. TYP. 0 HEAD A OLL TYP. �` 0 HEAD A BILL 0.00' FROM JAMB I CORNERS TYP. TOP BASH C D.LO. HEIGHT 32A13' BOTTOM SASH 1.03' O.C. D.L.O. Typ. HEIGHT 3f.113' AREIHFORCEMENT(TY C\ `DETAIL 1 (SEE SHEET 7) T 3.00' O.0 TYP. 2.00' O.C. TYR ANCHOR LAYOUT A Lvmloiv w W/O PAR71NO SIOPS 3d CONCRETEJMABONRYerOTHERS. - (SEE NOTE 4 ON SHEET 1) DISTANCE EDGE 7W MIN. EDGE DISTANCE a RD p 2616• MIN. i WOPROTECTION (SEE NOTE � ® SA, BHT. 1) BY OTSHEATHING BY OTHERS HERS • . � y .i.. '. 1 1N•MIN. g EXIERKXt FINISH IW MAX SHIM 2X WOOD BY OTHERS SY OTHERS (SEE NOTE 4 ON SHEET 1) PERIMETER SEALANT 1X PT WORD BUCK EXTERIOR FINISH &"r OTHERg 4 BY OTHERS BY OTHERS I d 1 (SEE NOTE S ON SHEET 1) 1N' MAX SHIM 1112, MIN. J EMBEDMENT EXTERIOR INTERIOR PERIMETER SEALANT 4 _T d ® BY OTHERS I# 1 1° U CA S 3 ° EXTERIOR INTERIOR e 1S I INTERIOR S EXTERIOR WINDOW E HEKaHr WIN B HEIGHT 1e EXTERIOR INTERIOR EXTERIOR INTERIOR f0 SEENWOOD s4ONffi4E8T1) 1 PERIMETER SEALANT j 9 ®1X PT WOOD SUCK BY OTHERS ®BY OTHERS l9 ®PERIMETER SEALANT (SEE NOTE B ON SHEET 1) BY OTHERS 1 1/4• MIN. 1µ• MAX 81eM 1 1!i MIN. EMBEDMENT EMBEDMENT EXTERIOR FINISH —1 —C BY OTHERS a • EXTERIOR FINISH caNCRETEIMABONRr BY OTHERS WOOD PROTECTION (SEE NOTE BY OTHERS (SEE NOTE , ® SA, SHT. 1) BY OTHERS 4 ON SHEET 1) TES' MIN. EDGE DISTANCE SSWMIN. E 1 �� EDGE DISTANCE SHEATHING BY OTHERS B (TYPJ ��r I SB' MIN. EDGE DIST. 1 WNW. EMBEDMENT CONCRETE! MASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR FINISH BYOTHERS PERIMETER SEALANT BY OTHERS r1X PT WOOD BUCK BY OTHMS (SEE NOTE S ON SHEET to WOOD PROTECTION (SEE NOTE SA, Off. 1) BY 1 1N' MIN. EMBED! �IfMoan �";Eo 0 I.I.Y� ._=l- i• 'r 7: c: EXTERIOR INTERIOR 8 PERIMETER SEALANT S/B' MIN. ®BY OTHERS 1 EDGE DIST. ..f 1 1/4' MN. EMSED. EXTERIOR FINISH BY OTHERS CONCRETE! MASONRY 1 X PT WOOD BUCK BY OTHERS BY OTHERS (SEE NOTE ®(SEE NOTE 5 ON SHEET 1) 4 ON SHEET 1) WODQ PROTECTION (SEE NOTE 1 //2' MIN. EMBED -A ® SA SHT. 1) BY OTHERS 2 SA' MN. EDGE DIST. 7/111' MIN. EDGE DIST. 1 1R' MIN. EMBEDMENT SHEATHING BY OTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR FINISH BY OTHERS PERIMETER SEALANT ® BY OTHERS 1X WOOD BUCK SY OTHERS (SEE NOTE S ON SHEET 1) EMS DMIEHT l j • < a C !p ®' 1/4' MAX. SHIM n EDGE DIET. EXTERIOR 3 INTERIOR 2 g EXTERIOR INTERIOR Sl PERLME O }{DER$ 1 j�318- I EDGE DEBT. 1/4'MAT( SHIM-J 11 MIN j 1X WOOD BUCK BY OTHERS EMBEDMENT i (SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 1 1Q' MN EMBED 2X WOOD BY OTHERS TV MIN. EDGE DIST. (SEE (BEE NOTE 4 ON SHEET 1) A I 11C MIN. EMBEDMENT 114' M X• SHIM 1 2 5w MIN. • INTERIOR EDGE DISTANCE OONCRETEI MASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR GLAZING DETAIL 1 WOOQ PROTECTION (SEE NOTE d 2 (ON THIS SHEET) SA BHT. 1) BY OTHERS IMETER 8FJ1lANTeY OTHERS 1X PT WOOD BUCK BY OTHERS WINDOW WIC ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS F 3I6" MIN. EDGE DIST. 1 1/4' MIN. EMBED. 2 51W MIN. I A 1 --1/4' MAX SHIM I�l<r ► I � 1 12' MN. EMBEDMENT CONCAEMMASONRY BY OTHERS) (SEE NOTE 4 ON SHEET 1) WOOQ PROTECTION (BEE NOTE 1 8 ® SA, BHT. I)BYOTHERB 1 X PT WOOD BUCK BY OTHERS ERIM ETER SEALANT BY OTHERSA ® (SEE NOTE S ON SHEET 1) EXTERIOR FINISH BY OTHERS ozw""um 114' MAX SHIM 1 12' MIN. EMBEDMENT 7 1 J 1 2X WOOD BY OTHERS yi A (SEE NOTE 4 ON SHEET 1) 777fffCC A AAAA r10- MIN. EDGE DISTANCE •N SHEATHING BY OTHERS 1I 5II$ ® PERIMETER SEALLAAWNT EXTERIOR FINISH BY OTHERS TH By OTHERS � IS BITE® AS' OA INSULATED GLASS CONSISTWG OF: EXTERIOR LAMINATED GLASS; DSB ANNEALED GLASS. INTERIOR 5 OM' PVB INTERLAYER WUTACITE' BY DUPONT, DOB ANNEALED GLASS. 7/15' AIR SPACE. DESICCANT MATRIX STEEL SPACER. INTERIOR 085 TEMPERED GLASS H 1 112' MIA. EE�D. ®SAY MNa—�''MAXSHIMYi MIN. EDGE DIET. EXTERIOR IN •I ri ,r' O S. in APERIMETER SEALANT BY OTHERS !OWVkqDTH• • .,. �r U 088 ANNEALED GLASS. 0.000' INTEM AYER BY DUPONT, DSS ANNEALED GLASS, AIR SPACE. DSS TEMPERED GLASS OMAIN WLAME WHITE RIGID PVC TYP. WALL TICKAES80.070" `+-4.170'-I krlII 1.40D' �32w--4 -7 S !ED Smt. COVER RHwPVC TYP. WALL THICKNESS 0.07r rW'-3A4 0--v-A 1 r-O.438' TYP. WALL THK3Wl8S 0.007 �_-�— 0.170• SABBlANELFRAhs © WHITE RgID PVC TYP. WALL THICKNESS OA70' 1.Q61' lw 1 A00' TYp. WALL THICKNESS 0.05r © L -F0.300' 1.121'-" t-' ®WHITE RIGID P WALL THICKNESS OA71' OA14' O S"H coyER WHITE RIGID PVC TYP. WALL THICIMS 0.08/' ]I ,.360'--t- �1 Q aw►zulo smlgTr KolaRAs�s 5_A� TYP. WALL TICKNESS 0.OW 0.32P-V ® lA87TIYa STo! WOOD ,.WO' I®11 ® SASH wCK STEEL TYP. WALL TICKNESS NA 0Ae r 2=' 735, t ® ll ocK11YG I'M SeoE NYLON TYP. WALL TICIWESS NA 1240'� �- � ,A M, ® FACE MOUNTED KEEPER Ocova STEEL WHITE RIGID PVC TYP. WALL TICKNEBS OA70' TYP. WALL THK IWE88 0,070' 1.750 0.070' 0.45T ,.0.16' OlOCYRr COVER 8RII�K3 DALANC6 WHITE RKND PVC ® TYP. WALL THICKNESS 0.070' 0.674 40.00D 0. 0�0 ,.220DIA. MAX. , '�^�eerjO.Or 1.077 wAoo Q Mar C � � ® MmIaTco 23NCTYP. WALL TICI SS NA 0.32r o.2oa• 0.7w 2.20V 1.007• 0.705' 0.167•-T �F ® mm an METALTYP. WALL TIpWESG NA o.eaw o.3e2• l �` �I 0.173• Iltt I � 0.3er —�{ 2.37r 1.122' 'Wr-LOEO MITERED CORNER CONSTRUCTION ff,(Typ.) ® ®3HIM DETAIL 1 1XI woo0 . ® OY OTHERS NOTE; PARTING STOP EXTERIOR PERIMETER TO BE SEALEO TO 1X PT WOOD BUCK WITH SIM 561 SILICONE fi r7iE' M® MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLXR STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Nan Ya Plastics Corporation USA 8989 North Loop East, Suite 800 Houston, TX 77029 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIPTION: APPROVAL DOCUMENT: Drawing No. NAN0011, titled "Distinction Double Impact Entry O.S. w/ sidelite", sheets 1 through 10 of 10, dated'04/21/08 and, fat revised on 01-27-09, prepared by PTC, LLC, signed and sealed by Paul E. Winter, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT POW � �. r i ang ndl5inall fYlissile mpac Limitation: Full length wood reinforcements item 17, 18 & 20 at lock -stiles are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROYED; %/ y\A ryNN NOA No 08-0425.12 Expiration Date: Marc , 01 Approval Date: MareVO4,2009 Page 1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections: 2. Drawing No. NAN0011, titled` "Distinction Double Impact Entry O.S. w/ sidelite", sheets 1 through 10 of 10, dated 04/21/08 and Iat revised on 01-27-09, prepared by PTC, LLC, signed and sealed by Paul E. Winter, 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of Fiberglass Outswing glazed Door w/ Sidelites, prepared by ETC Laboratories, Test Report No. ETC-06-255-174121.4 dated 02/15/08, signed and sealed by Joseph L. Doldan, P.E. Note: This test report has been revised by an addendum issued by ETC Lab on 08/21108, signed & sealed by Joseph L. Doldan, P.E. C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, prepared by PTC Engineering, Inc., dated 4/21/08, signed and sealed by Douglas J. McDougall, P.E. 2. Successor Engineer's letter dated 01/15/09, prepared, signed and sealed by Paul E. Winter, P.E. 3. Glazing Complies with ASTM E1300-02 & 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test report No.ETC-05-255-16776.1, prepared by ETC Laboratories, dated 07/06/06, issued to Nan Ya Plastics Corp., for their SMC Fiberglass material / ETC05033 per ASTMD-638-03 "4500 exposed Xenon Arch "& tensile strength ASTMD-638-03 "Tensile strength", Smoke density per ASTMD2843-99, Rate 'of burning per ASTMD- 635-98 and "Self ignition" per ASTMD1929-01, all signed and sealed by Joseph Labora Doldan, P.E. 2. Test report No.ETC-05-255-17144.0, prepared by ETC Laboratories, dated 07/03/08, issued to Nan Ya Plastics Corp., for their Rigid PVC plastic( part #ETC06024) per ASTM D1929-96 "Standard Test Method for Ignition Properties of Plastics ", ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Eittent and Time of Burning of Self -Supporting Plastics in. a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics" for exposed & unexposed sample per Xenon Arch after 4500 Hours, signed and .sealed by Joseph Labora Doldan, P.E. V54iro. LL4144 . Ishaq I. Chanda, P.E. Product Control Examiner NOA No 08-0425.12 Expiration Date: March 04, 2014 . Approval Date: March 04, 2009 E-1 Nan Ya Plastics Cornoration USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 3. Test report No.ETC-06-255-17412.0, prepared by ETC Laboratories, dated 04/25/06, issued to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTME-E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials ", signed and sealed by Joseph Labora Doldan, P.E. 4. Test report No.ETC-05-255-17412.1, prepared by ETC Laboratories, dated 04/25/06, re -issued on 06/28/06 to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTME-E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials ", signed and sealed by Joseph L. Doldan, P.E. 5. Test report No.ETC-05-255-17900.0, prepared by ETC Laboratories, dated 06/28/06, issued to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTM D 1929-96 "Standard Test Method for Ignition Properties of Plastics signed and sealed by Joseph L. Doldan, P.E. 6. Test report No.ETC-05-255-16776.0, prepared by ETC Laboratories, dated 01/04/06, issued to Nan Ya Plastics Corp., for their SMC / ETC05033 plastic per ASTM D 1929- 96 "Standard Test Method for Ignition Properties of Plastics",, ASTM D2843-99 "Standard Test Method for Density of Smokefrom the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position " and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics ", signed and sealed by Joseph Labora Doldan, P.E. 7. Test report No.ETC-05-255-16777.1, prepared by ETC Laboratories, dated 07/26/06, issued to Nan Ya Plastics Corp., for their Cellular PVC / ETC05034 plastic per ASTM D 1929-96 "Standard Test .Method for Ignition Properties of Plastics ", ASTM D2843- 99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position " and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics ", signed and sealed -by Joseph Labora Doldan, P.E. 8. Notice of Acceptance No. 030827.07, for "Interlayer for laminated glass" by Solutia, expiring 03-04-2009. 9. Notice of Acceptance No. 07-0214.07, for "ODL Aluminum glazed Lite-kit- component approval" issued -to ODL, expiring 07-28-2010. F. STATEMENTS 1. Statement letter dated 01A5/2009 being successor Engineer, prepared, signed and sealed by Paul E. Winter, P.E. 2. Statement letter of conformance and no financial interest, issued by PTC, dated April 21, 2008, signed and sealed by Paul E. Winter, P.E. 3. Statement letter of conformance and no financial interest, issued by PTC, dated January 12, 2009, signed and sealed by Douglas J. McDougall, P.E. 4. Lab compliance letter as part of above test reports. H. OTHER 1. Test proposal # 06-1291 dated 11/06/2006 approved by BCCO. 2. ODL/Western Reflection lit -kit assembly -Component NOA 0 -021 .07e. �% w Ikhay I. Chanda, P.E. Product Control Examiner NOA No 08-0425.12 Expiration Date: March 04, 2014 Approval Date: March 04, 2009 E-2 NAN YA PLASTICS CORP. DISUVCTIONIWACT'DOUBLE ENTRY O.S. DOOR WI SIDELIGHTS INSTALLATIONANCHOR WE DETAILS GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7. IN HVHZ AREAS, USE OF AN APPROVED IMPACT TO COMPLY WITH THE FLORIDA BUILDING CODE (FB% PROTECTIVE SYSTEM COMPLYING WITH THE HVHZ INCLUDING HIGH VELOCITY HURRICANE ZONE (HVKZ) REQUIREMENTS OF THE FBC IS NOT MANDATORY FOR RECUIREMENTA AT THE DESIGN PRESSURES STATED THE PRODUCT HEREIN. HEREIN. 8. DOOR FRAME AND PANEL FRAME MATERIAL- FOAM PVC 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED DOOR PANEL SKIN IS MOULDED FIBERGLASS SKIN UPON SIGNED AND SEALED TEST REPORT #ETG07-25518448.3 DATED 141032M. AND ASSOCIATED 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 LABORATORY STAMPED DRAWINGS. GLASS CHARTS. SEE SHEET 3 AND 4 FOR GLAZING DETAILS. 3. THE PRODUCT HAS SEEN EVALUATE'D.fOR CONFORMANCE TO THE STANDARDS LISTED IN THE FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS, INCLUDING HIGH VELOCITY HURRICANE ZONE (H1MZ) REQUIREMENTS. 4. ADEQUACY OF THE EMSTING STRUCTURAL CONCRETE / MASONRY AND WOOD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT OF RECORD. S. 1X AND MUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED 13Y AUTHORITY HAVING JURISDICTION. 6, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY. ELECT ONE OF THE FOLLOWING OPTIONS: &OUTSIDEHVHZ: REQUIRE THAT ALICENSED ENGINEF& OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. B.INSIDEHVHZ: REQUIRETHATAONETIMESITE SPECIFIC APPROVAL BEAPPLIED FOR AND OBTAINED FROM THE MIAMI-DARE COUNTY PRODUCT CONTROL DIVISION. 10. DOOR CONSTRUCTION: FIBERGLASS SKIN W/ PHENOLIC FOAM CORE 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGNOF THE PRODUCT(S)SHOWN HEREIN. 12. ACTIVE DOOR, INACTIVE DOORAND SIDELITE PANELS CAN BE GLAZED USING GLAZING DETAIL A ON SHEET 3 OR GLAZING DETAIL S ON SHEET4. Fill INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 18 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS M 13E USED FOR PRODUCT INSTALLATION. . 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAMMUM ALLOWABLE SHIM SIZE OF 1/4INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS, SHIM SHALL BE CONSTRUCTED OF HIGH DENSE PLASTIC OR BETTER . 4. FOR INSTALLATION INTO WOOD FRAMING, USE 412 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUMEMSEDMENT. S. FOR INSTALLATION THROUGH 1X BUCK (BUCK TO BE PROPERLY SECURED) TO CONCRETE I MASONRY, OR ® DIRECTLY INTO CONCRETE/MASONRY, USE 114INCH ITVV TAPCONSOFSUFFICIENT LENGTH TOACHIEVE 11/41NCH MINIMUM EMBEDMENT, 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUTNOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 B GENERAL AND INSTALLATION NOTES 2 B ELEVATION AND ANCHOR LAYOUT 3 - B VERTICAL SECTIONS AND GLAZING DETAIL 4 B VERTICAL SECTIONS AND GLAZING DETAIL 5 B VERTICAL SECTIONS S B VERTICAL SECTIONS 7 B HORIZONTAL SECTIONS B B HORIZONTAL SECTIONS 9 B BILL OF MATERIALS 10 B COMPONENTS 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. & FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGEDISTANCEIS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFI ED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - PT SOUTHERN YELLOW PINE, MINIMUM SPECIFIC GRAVITY OF 0.56. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI AND COMPLIES WITH AG 301,AC131&05 AND ACI355 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90 . AND ACI 53005, GRADE N, TYPE 1(OR GREATER). APPm.d n mmplyLaQa1th *m Florida B.kUft Code Dak MA&L Oy, 2605 NOAN 6(Sg04SS• IZ Mlalymkl Otde Produet Confmtt By 1ti4rq DESIGN PRESSURE RATING (PSF) IMPACT RATING WATER INFIL'fF2AT10N REQUIRED WATER INFILTRATION NOT REQUIRED LARGE MISSILE IMPACT tfi0.0 t50.0 3 SIDELIGHT WIDTH -13.75' ;d D.L.O. HEIGHT 65.750" H.. 7 SIDELIGHT G HEIGHT 797 256" 0 D.L.O.�H WIDTH = 6.25" D.L.O. WIDTH = 262V SIDELIGHT WIDTH = L". 8 K B SIDELIGHT HEIGHT 7926V D.L.O. WIDTH =2625' -OA. FRAME WIDTH =104.825"— PASSIVE PANEL WIDTH=35.75' ACTIVE PANEL WIDTH = 35.76" T U B C e e a a lr $ INAC ACTIVE J V 6 5 D.LO. HEIGHT 66' O 0 R 7 7 X X !4 O g A 6 4 ELEVATION ® EXTERIOR -OA. FRAME WIDTH=104.S25'— PASSIVE PANEL WIDTH 35.7S•_ ACTIVE PANEL '�Q wroTH = 35.75' O.A. FRAME WIDTH=104.60A E F 4' MAX. FROM 3 3 CORNERS (TYP.) 4• 3' 4" 3' / �SEEDETAIL A(SHEET 8) �4"f �3 4° 4 � 4' MAX FROM 1-CORNERS (TYP.) / J 1T g 12" AAA7(. 10 DOOR OA O.C. (TYP.) PANEL FRAME L— OA HEIGHT HEIGHT FRAME H 79.250' 81.125' INACTIVE ACTIVE HEIGHT 7 D.L.O. ® 81.125• G_ HEIGHT 0 X O X 0 7 62.50" I O 0 Y3.D 1 1@" I. WIDTH - 20.50• 5' I 5" 5^ 3• 6° 5' MAX FROM 3" N O CORNERS (TYP.) 6 5 INSTALLATION ANCHOR TYP. ANCHOR LAYOUT MffplmR TYPICAL GLAZED OR OPAQMSMEUM INAC T ACTIVE L J V B 6 5 D.L.O. a 70.75' HEIGHT o 0 T P 8 X X 38.75" III 1 7• DOOR PANEL D.L.O. OA A HEIGHT FRAME 62.6W HEIGHT Alps -1 0 cnmpiyi■R with lW 81.125" nord■p■idit Cad■ D■te � NOON - Miami pack PtadeR DW ELEVATION - 20.6W EXTERIOR 0 9 oI EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3 ON SHT. 1) PERIMETER CAULK BY OTHERS CONCRETE / MASONRY BY OTHERS �iEMBEDMENT gym%+ � SHIM MAX PANE 34 ` _Ir SEE GLAZING DETAIL HEIGHT / A ON SHEET 3 OR B FRAME HEIGHT 81 25" / - ON SHEET 4 GLAZING DETAIL A J/ (SEE SHEET 1 C VERTICAL SECTION GENERAL NOTES 12) G CONCRETE IXASONRYSUHSTRATE GLAZED SIDEL M(A) PERIMETER CAULK (BY OTHERS) CONCRETE / MASONRY (BY OTHERS) �� 1-1/4" MIN. r'.'.y:'• EMBEDMENT 29 tom- 2-1/2" MIN. EDGE DISTANCE VERTICAL SECTION D Coxc=Z / MASONRY SUBMATE GLAZED 91DEL M (A) 3/4" MIN. EDGE DISTANCE FRAMING BY OTHERS SHEATHING BY OTHERS 30 EXTERIOR FINISH BY OTHERS a! 1-1/2" MIN. EMBEDMENT PERIMETER CAULK 5 1/4" MAX. BY OTHERS SHIM ®FRAME 23 HEIGHT 1�RIOR b� Qa EXTERIOR g h 24 7 ®34i 1L b a z �_ 0.0 VERTICAL SECTION F WOODMUMSUHBPRATE GLAZED SIDELM (A) 22 23 36 z Lk 37 24 17 6 ouu�he App... \ Flo!!.N di -a iiy r' 34 Mi.miD.de Praditt 11 FxIEBL4B j �GLASS BITE INTERIOR m / T 7 \\` /// - CARDINAL GLASS 1" O.A. LAMINATED IMPACT GLASS CONSISTING OF: 1/8" EXTERIOR TEMPERED GLASS. 0.540 AIR SPACE (A1-S SPACER). 1/8" ANNEALED GLASS. 0.090" PVB INTERLAYER BY SOLUTIA. 1/8" ANNEALED GLASS (INTERIOR) ® GLAZING DETAIL A EXTERIOR FINISH CONCRETE / MASONRY BY OTHERS BY OTHERS 2-1/2" MIN. EDGE DISTANCE CAULK BETWEEN WOOD BUCK AND CONCRETE / 29 FRAMING BY MASONRY BY OTHERS " t. "'.^+'r; �i,:': p'••'; SHEATHING BY 1 X WOOD BUCK BY OTHERS SEE 1-1/4 MIN. NOTE 3 ON SHT. 1 :y '':: < t'" "• : ... } : - EMBEDMENT EXTERIOR FINISH BY 1222 07-:111MIRZFE —ISE-Sum WIR 22 #38 PLACED BEHIND 11 38 #11 21" IN LENGTH EXTERIOR Mpx. ®HEIGHT 27 25 OR EXTERIOR 15 L 27 34 MAX' MAX' 27 FRAME PANEL e HEIGHT HEIGHT 81.125" 79.25" VF.R TTf' A T . CF [ rTTl11V PERIMETER CAULK (BY OTHERS) CONCRETE / MASONRY (BY OTHERS) CE / MASONRY SUBSTRATE DOOR PANEL (0) %,• ,) 1-1/4" MIN. :;. 'r' ••S"' EMBEDMENT 2-1/2" MIN. EDGE DISTANCE A VERTICAL SECTION CONCRETE/MASONRYSUBSTRATE DOOR PANEL 0 GRAY OURASEAL GLAZING SPACER BY TRUSEAL- X 1/2" CLOSED CELL FOAM TAPE #38 PLACED BEHIND #11 34" IN LENGTH & #38 ON TOP OF #11 34" IN LENGTH 3/4" MIN. EDGE DISTANCE 1 1-1/2" MIN. �EMBEDMENT 1/4" MAX. / SHIM 11 38 #38 PLACED BEHIND 111 21" IN LENGTH ::; ............ 27 JMRIOR GLAZING DETAIL B < z y 27 (SEE SHEET 1 m GENERAL NOTES 12) $ C VERTICAL SECTION WOOD FRAMSU8SWATE DOOR PANEL (B) APPmved d w plylugwlfb tte plMrida 8uWIag code INTERIOR Date / 40 6 . Atidmi Dade Product COMM 27 Dlv' KKK �I 1 i 3/4"- GLASS Ul N { \\ BITE N ". ` /1" 0.A. LAMINATED IMPACT GLASS CONSISTING OF.- 1/8- INTERIOR TEMPERED GLASS, 0.540" AIR SPACE, 1/8" ANNEALED GLASS, 0.090" SAFLEX M INTERLAYER BY SOLUTIA, 1/8" ANNEALED GLASS (PER CURRENT NOA) GLAZING DETAIL B ODL LTTE HIT (PER CURRENT NOA) EXTERIOR FINISH CONCRETE / MASONRY BY OTHERS BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / + t.^•..• . ' MASONRY BY OTHERS 1•• ,,: �.: . IX WOOD BUCK •: j ��" :: BY OTHERS (SEE + '•�: �: • " NOTE 3 ON SHT. 1) FRAME HEIGHT 81.125" ®I SIDEUTE HEIGHT 2-1/2" MIN. EDGE DISTANCE. EMBEDMENT II T t 1 /4" MAX. 5 SHIM VERTICAL SECTION, N CONCRETE / MASONRY SUBSTRATE OPAQUE SIDELLTE _ S PERIMETER CAULK 1-1/4' MIN. �:,..; (BY OTHERS) • •'1,` ;. '� ip% ',;:% EMBEDMENT CONCRETE / MASONRY ;i {`i '' . •.; ' :� ; ' �:. ;� 29 (BY OTHERS) 2-1/2" MIN, EDGE DISTANCE M VERTICAL SECTION CONCRETE/MASONRY SUBSTRATE OPAQUE SIDELLPE 3/4" MIN. EDGE DISTANCE FRAMING BY OTHERS SHEATHING BY OTHERS .._ o ; = 3C o a6 w EXTERIOR FINISH BY OTHERS w;, a >' • �:,.� 1-1/2" MIN. m c r �ti EMBEDMENT ti CAULK 5 1/SHIM o [PERIMETER BY OTHERS g '— ®MAX. FRAME 22 0-' � HEIGHT EXTERIOR INTERIOR o� le, m OJ9 WN 2 pp 8® 'Coss �2 y z 3 -ar n * SECTION' 1�7 moo O VERwO D�PAAAMLESDB�S"f�RA111C Ol, E� ASTRAGAL &SHOOT BOLT COMBINATION BY ENDURA OPAQUESIDELL'L'E � . INTERIOR Approved ueomoftwi&ft 6 22 36 35 21 11 1 28 19 22 36 6 F4orYaOwWM&Code MEMfe MMw ML M peck ' jig W �t INACTIVE ACTIVE �a \ E' EXTERIOR V HORIZONTAL SECTION AGAL DOOR PANEL (A) / DOOR PANEL. (A) EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3 ON SHT. 1) BY ■ L FRAME HEIGHT ®125" I MAX DOOR HEIGHT 79.25" CONCRETE / MASONRY BY OTHERS 2-1/2" MIN. EDGE DISTANCE .: 29 FRAMING BY :;. SHEATHING BY . .�+ ' .''� ti :f�,. c . ;•4..;: ;A 1-1/4' MIN. •�.�. ' �' : •;:.:. EMBEDMENT EXTERIOR FINISH BY 1/4" MAX. 5 SHIM PERIMETEI BY EXTERIOR INTERIOR 11 38 /j38 PLACED BEHIND {�11 19° IN LENGTH MAX. 36 ®FRAME HEIGHT 6 7 nVERTICAL SECTION CONCRETE/MASONRYSUINMATE DOOR PANEL (A) 1/4" X 1/2" CLOSED CELL FOAM INTERIOR #38 PLACED BEHIND EXTERIOR "''` 11 38 #11 34" IN LENGTH do 338 ON TOP OF #11 34` IN LENGTH 1-1/4' MIN. •S="� EMBEDMENT PERIMETER CAULK .' ',� 'f: • (BY OTHERS) ., '` CONCRETE / MASONRY :.,:: ; ;`� �;:29 (BY OTHERS) I 2-1/2- MIN. h —EDGE DISTANCE S VERTICAL SECTION CONCRETE/MASONRY SUBSTRATE DOOR PANEL (Al 3/4' MIN. EDGE DISTANCE gi-iWERTICAL SECTION WOOD FRAME SU851RATE DOOR PANEL (A) acroana, n. cunnr nni r EXTERIOR Q, ,\HORIZONTAL SECTION LG J ASTRAGAL DOOR PANEL (B) / DOOR PANEL (B) 1/4" MAX. SHIM #38 PLACED BEHIND #11 19' IN LENGTH a 8 6 0 z 1 SEE GLAZING DETAIL A ON - SHEET 3 OR B ON SHEET 4A 1-1/4" MIN. EMBEDMENT 1-1/2" MIN. EMBEDMENT INTERIOR 1/4- MAX. SHIM OD FRAME c, MAX. SHIM 6 23 22 31 4 30 BY OTHERS 21/4" MIN. EDGE +.,;•.•;'. jai DISTANCE ., •; s...: ', 3/4" MIN. a ;• / \ EDGE m CONCRETE/ .' °' DISTANCE MASONRY BY OTHERS r PERIMETER I WOOD BUCK •• ?;. • \ CAULK BY a � o BY OTHERS '' Cr' (SEE NOTE 3. y ''� \ / : , ` OTHERS rn 3' ua A ON SHT. 1) '• '. f.. 4t;' r� ' ' 't't: : t.: 31 22 24 34 7 7 34 24 p� M CAULK BETWEEN t; ` " ` :` `y 5 � ; WOOD BUCK AND a'y xc• • c .- +• ® ® SEE GLAZING SHEATHING BY OTHERS l i Oo CONCRETE/ DETAIL A ON �+ MASONRY BY OTHERS SHEET 3 OR ON SHEET 4� EXTERIOR FINISH � � o g �N EXTERIOR 8Y OTHERS EXTERIOR FINISH MAX. FRAME WIDTH 104.625 Appwd0000 *9wltbft cwe 00 <� BY OTHERS . g".Z ¢ d o a z HORIZONTAL G SECTION HORIZONTAL SECTION A11�rp H 12„i Dade r•oe.r covaoe ? x j= CONCRETE/MASONRY SUBSTRATE WOOD FRAME SUBSI4tATE D SID&LITE (A) SIDELITE 1CP1 (A) _gin Y. 7 Gu rw cracw I HORIZONTAL SECTION SIDELITE (A) / DOOR PANEL (A) DOOR PANEL (B) SIDE EXTERIORA) R HORIZONTAL SECTION MULLION DOOR PANEL (B) / SIDELPfE (4) SEE GLAZING --DETAIL A ON SHEET 3 OR B ON SHEET 4p m©ono t BY OTHERS SHEATHING - ------ (SEE NOTE 3 BY OTHERS ON SHT. 1) EXTERIOR CAULK BETWEEN WOOD BUCK AND Y OTHERS 2 22 PERIMETER CAULK B CONCRETE MASONRY PERIMETER CAULK By OTHERS BY OTHERS EXTERIOR FINISH EXTERIOR FINISH ---MAX, FRAME WIDTH 104.625" BY OTHERS BY OTHERS HORIZONTAL SECTION , HORIZONTAL SECTION WOOD FRAME SUBSTRATE IN CONCRETEI MASONRY SUBSTRATE OPAQUFSMUM OPAQUE SIDEUM DETAIL A HORIZONTAL SECTION OPAQUE SIDELXTE I DOOR PANEL (A) EXTERIOR HORIZONTAL SECTION DOOR PANEL (s) /OPAQUE swELrrg a AppmVed as emp44,29 wft the FbdftBuIdloVVxb AMArLGl04i Teo - NZDA#—x5 -tjZ w UMID �j� uo on Nino. 1 9 L fid; I iol Pru ad s yz 6z ow z :) m o 05 gg o g vi $ 3 m O m gm X J~F-� w I a� C0 _ �o co �m s 6 �� 09 o t*go z M a , �4 o E p ApprovedncamPj9i gwkbthe FwwBawagcixk 1 , 241H 4i 7ev1 NOAH 1�S.a �t�X 0a M p9mmi Do a P�odaa ooC. BY BILL OF MATERIALS ITEM N0. PART N0. QUANTITY DESCRIPTION MATERIAL VENDOR 1 XXX 3 1 5 32" STILE FOAM PVC NANYA PLASTICS 2 XXX 8 5 6" STILE FOAM PVC NANYA PLASTICS 3 XXX 1 1 3 4" TOP BOTTOM RAIL INSERT FOAM PVC NANYA PLASTICS 4 XXX AS REO D. SILICONE SEALANT ----- ----- 5 XXX 3 FRAME HEAD &JAMB FOAM PVC NANYA PLASTICS 6 XXX AS REO'D. 1" GLAZING BEAD RIGID PVC NANYA PLASTICS 7 XXX 1/8" TEMPERED GLASS, 0.540 AIR SPACE (Ai—S SPACER, 1/8" ANNEALED GLASS, 0.090" PVB INTERLAYER ® BY SOLUTIA, 1 8" ANNEALED GLASS ----- CARDINAL 8 XXX SMC DOS OPAQUE SIDEUTE SKIN F MIN. = 11 000 PSI FIBERGLASS SKIN NAN YA PLASTICS 9 XXX 3 SILL ASSY. ALUMINUM ENDURA 10 XXX 2 MULLION PINE WOOD &FLOUR ENDURA 11 XXX AS REO D. Q—LON 650 WEATHERSTRIPPING OAM SILICONE PE FILM 0—LON 12 ----- 4 4" X 4' HINGE STEEL MICOTA 13 XXX 2 DOOR SWEEP RIGID PVC CO —EX ENDURA 14 XXX 2 CORNER PAD FOAM SILICONE PE FILM DOW—TECH PLASTICS 15 XXX AS REOD, ODL HURRICANE IMPACT LIGHT FRAME SYSTEM PER CURRENT NOA ALUMINUM ODL 16 XXX 2 OUTSWING PANEL TRIM ALUMINUM PVC ENDURA 17 XXX 2 REINFORCEMENT 25 32" X 1 19 32" WHITE PINE ----- 18 XXX 2 REINFORCEMENT 31 32" X 1 19 32" WHITE PINE ----- 19 XXX 1 DEAD BOLT —KEYED KWIK—SET 20 XXX 2 REINFORCEMENT 2 11 32 X 1 19 32 WHITE PINE ----- 27 XXX 1 HURRICANE ASTRAGAL WITH SHOOT BOLT ® ALUMINUM STEEL, PVC ENDURA 22 XXX AS REOD. PHENOLIC FOAM ----- NANYA PLASTICS 23 XXX 2 SMC S12 M SIDEUTE SKIN Fy MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 24 XXX 2 SMC S14P F SIDELITE SKIN F MIN. = 11,000 PSI) Ah FIBERGLASS SKIN NANYA CS 25 XXX 2 SMC OOP DOOR SKIN Fy MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 26 XXX 1 SIDELIGHT BASE SUPPORT — 27 XXX 1 REDI—SEAL GLAZING COMPOUND BY ODL SILICONE ODL 28 XXX 1 DOOR KEYED ENTRY LATCH SET KWIK—SET 29 — 1 4 ITW TAPCON W 1-1 4 MIN. EMBEDMENT STEEL ITW 30 12 12 X 3 PH FL HD SCREW I STEEL 31 — 14 10 X 2 1 2' PH LF HD SCREW STEEL 32 12 10 X 1 1 2 PH FL HD SCREW STEEL 33 ----- 14 10 X 1 PH FL HD SCREW ' STEEL ----- 34 ----- DOW CORNING 995 SILICONESEALANT I SILICONE DOW CORNING 35 ----- 8 XI PH FL HD SCREW I 36 XXX 2 SMC 14P M DOOR SKIN F MIN. = 11,000 :PSI FIBERGLASS SKIN NAN YA PLASTICS 37 XXX 2 SMC 12P F DOOR SKIN F MIN. = 11,000 PSt FIBERGLASS SKIN NAN YA PLASTICS 37 XXX 1 4 DIA, HOLLOW BULB SEAL —ADHESIVE BACKED ----- ----- s O1 5/32" STILE 1 O 5/e" ALE O TOP & BOTTOM RAIL INSERT O FRAME HEAD & JAMB 5 O GLAZING BEAD e 3 1 7/32" roj �1 0.669' 1 5/8' L r— 9/16"—+{ � I THICKNESS L o , — ° 1 EN1 1/2 1 /2° 13/4" 1 3/16" 3/4' 1 1/4- 1 23/32' 13/16'--1 o 1 19/32' FOAM PVC --� 2 7/16" !•+-� FOAM PVC FOAM PVC FOAM PVC RIGID ARC i m SIDELITE ® 0 075"PTYP. WALL THICKNESS (OPAQUE SKIN DOES NOT HAVE 09 THRESHOLD 0.050" TYP. WALL THICKNESS MULLION ENDURA FAT BOY 13 DOOR BOTTOM 14 CORNER PAD m 0 MALE OR FEMALE CHARACTERISTICS) 2 1/2" 3 VARIES{ I 1 23/32"� Y N 0.560° / ��-4 9/16'— 15 2 1.590'� Wz i m o } Z U FIBERGLASS Fy MIN. - 11,000 PSI �---� 1 1/2"— PINE tON 3' _ �U m g t 15 REINFORCEMENT REINFORCEMENT Z ,dig 0065' TYP. THICKNESS 2 1/16° 16 OUTSWING PANEL TRIM O 0.063" TYP. WALL THICKNESS 17 O 25/32° � � 18 O 31/32" {�-�{ I ! 20 REINFORCEMENT O —"-{2 11/32° I _ ` 2 3/4" 2.154" 1:46" —� �— App,uvedum�ptyln8ait►tY �' — 1 1/16" 27/32" I 2.193" j+ ® 1 19/32" _Z _� PINE �_ NPOO ow �A��a r• �' mt..m do rroA°ecoouW PINE PINE arIUA §�z " A ® 23 SMC12P MALE SIDELITE SKIN 3& SMC12P FEMALE DOOR SKIN O®0.075" 0.075" TYP. WALL THICKNESS 4.550" TYP. WALL THICKNESS FIBERGLASS 5.000" Fy MIN- W�\ �Q 21 ASTRAGAL ®0.070" TYP. WALL THICKNESS 1 13/16" 1.223" FIBERGLASS Fy MIN= SIDELITE BASE 26 SUPPORT � 11,000 PSI 1.228" \' 7/8° SHOOT BOLT 2 11/16" 11,000 PSI 2.500" "`� I O 0.075" MALE DOOR SKIN 38 0.075" TYP, WALL THICKNESS FEMALE 24 1 1 + 18 0075"PTYP WALL THICKNESSDN ®3.786"- ►{ � 4.245° ® ENDURA I FIBERGLASS 0.312" 6'" FIBERGLASS Fy MIN- 71.339" 11,000 PSI Fy MIN= 1.339" 11,000 PSI NUV- I U-CUU'J,l 1 Ut) UJ: UU I nt W 1 NUUW VKun k r nh 174 i »o UUUo r. UUor U I Z) W-2 MIA BUILDING CODE COMPLIANCE 011= t (13CCO) PRODUCT CONTROL DIVISION 3UAM1-DARE COUNW, PLO WDA MEPRO•DADE FLAGLER BUILDING 140 WEST P'LAGLER SrRRET, surrL 16a3 MIAMI. FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375.2908 NOTICE OF 'ACCEPTANCE (NOA) www.minmidade.sov/buildingeode Nan Yn Plastics Corporation USA 8909 North hoop East, Suite 800 Houston, TX 77029 $Copra.; This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas wbere 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 Division (In Miami Dade County) and/or the AA7 (in areas other than Miami Duda County) reserve the right to have tIris_rroduct Qr_material. tested.%yuality..assurance purposesi -Ibis product•or-moterialfails-o.'.'".' perform in the weepted manner, the manufacturer vM incur the expense of such testing and the AEU may immediately invoke, modify, of suspend the use of such product or material within their jutitidiction. BORA reserves the right to revoke this acceptance, if it is determined by lvlMami-lade County Product Control Division that this product or material f0a to meat the requirements of the applicable building code. This product is approved as described herein, and has been denigned to comply with the Florida Building Code, inehiding the FIigh'Velocity Hurricane Zone. DESC IF'TION: Series "Gliding" Fiberglass Sliding Glnss Door (OXXO) —LM.L APPROVAL DOCUMENT: Drawing No. NAYT0009, titled "Fiberglass Gliding French Patio Door w/ sidelites", sheets 1 through 7 of 7, dated 07/28/08 and ]at revised on 08-12-08, prepared by PTC Engineering, Inc., signed and sealed by Douglas 1. McDougall, FX-, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -bade County Product Control Division. 1VIi:ISSME IMPACT RATING. "= I-. 2is�l a pa trResistRiit X Al ELING: Fzch unit shall bear a parent label with tho manufncturees "in or logo, city, state and following statement: "Minmi:Dade County Product Control Approved", unless otherivise notedharcin, . 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 perfoimance of this product. 'I MMMATION of this NOA will occur after the expiration date or if there has been a revision or Change in the materials, use, and/or manuf'actur,e of the product or proceas. Misuso 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 nay section of this NOA shall be cause for termination and removal of NOA. ADVERTISE ErKNT: The NOA number preceded by the words Miami -Dade Coimty, 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 emtircty. INSPECTION: A copy of this entim NOA sball 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 consists of this page l and evidence page F 1, as well as approval document mentioned above, The submitted docum=tation was reviewed by Ishaq L Chanda, P.E. rwwuoanE�pw�mr. . NrA�-Nv,0&Q416-.0; Expiration Date:Si to%ber 38 2W Approval Date; September 18, 2009 Pnge 1 NUV-IU-ifUUy(IUt) U9:Ub IFIt WINUUW NKUS trNR)'J41 nnb UUUO r.uuiiui:) Nan Yu Plastien Corporation USA M NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NA'YT0009, titled "Fiberglass Gliding French Patio Door w/sidelites", sheets 1 through 7 of 7, dated 07/28/08 and lat rovised on 08-12-08, prepared by PTC Engineering, Inc., signed and sealed by Douglas J. McDougall, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforta Static Air Pressure Tcst, Loading per MC 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 Prc ssure Loading per FBC, 'PAS 203-94 6) Forced $ntry Test, per FBC 3603.2 (b) and TAS 202.94 along with marked -up drawings and installation diagram of Fiberglass Slidin ass : 1602 Wit, dated 07/25/05, signed and scaled by Ramesh Patel, P.E. Note: This test report bas been revised on 03/09/07 issued by CTLA, signed & sealed by Rtuncsh Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC Engin=ing, Inc., dated 04/05, signed and sealed by Marlon S. Hampton, P.E. 2. GIazing Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Coda Complianeo Office (ECCO). E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 03-0827.09 issued to Solutia Inc. for their "Soluda Intmrlayers" dated 03/04/04, expiang on 03/04109. 2. Test report No.ETC-OS-255-17144.0, prepared by ETC Laboratories, dated 07/03/08, issued to Nan Ya Plastics Corp., for their Rigid PVC plastic(part #ETC06024) :per ASTM D1929-96 "&Yandard Test ,Method forlgnition Properties ofPlastiar", ASTM D2843-99 "Standard Test Method for Density of Smolre from flue Biv%ing or Decomposition ofPlastics", ASTM D635-98 "Standard Tcst:MathodforRate.of Burning and/or Extent and 77me of Burning of Self .Supporting Plastics in a Horizontal Position " and ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics" for exposed & unexposed sample per Xenon Arch after 4500 Hours, signed and sealed by Joseph Labora Doldan, P.E. 3. Test report No.ETC-06-255-17412.0, prepared by ETC Laboratories, dated 04/25/06, issued to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTMS-E84-05 "Standard Test Method for Surface Burning Characteristics of Building -Materials ", signed and sealed by Joseph Labora Doldan, P.E. haq L Chandn, P.E. Product Control Rutniner NOA No 08-0416.04 Explratlon Date: September 18, 2013 1;-1 Approval Date: Septembmr 18, 2008 NOV-10-2009(TUE) 09:08 THE WINUUW PRU5 lrmA)yal »o uuuo r. uuufui-P Nan Ya ?Issues Corporation USA, NOTICE OF ACCFPTANC)EL• EVIDENCE SIIBMIT7�D '. MATERIAL CERTIFICATIONS (continue) 3. Test report No•ETC-05-255-17412.1, prepared by ETC Laboratories, dated M5/061 re -issued. on 06/28/06 to Nan Ya PIastics Corp., for their Phenolic Foam Board / L 17 06013 plastic per ASTM .R84-05 "Standard Test Method for Surface Burning Characteristics ofBuildingMaterials ", signed and sealed by Joseph I. DoIdan, PX. 4. Test report No.ETC-05-255-17900.0, prepared by ETC Laboratories, dated 06/28/06, issued to Nun Ya Plastics Corp., for their Phenolic Faam Board / ETCI)6013 plastic per ASTM D1929-96 "Standard Test Method forIgnition Properties of Plastics'; signed and sealed by Joseph I- Doldan, P.B, . S. Test report N6.ETC-05 255-16776.0, prepared by ETC Laboratories, dated 01/04/061 issued to Nan Ya Plastics Corp., for their SMC / ETC05033 plastic per ASTM D1929- 96 "Standard Test Method for rgnition Properties of. ", ASTM D2843-9.9 Standard Test Method for Density Of Smokefrom om the Burning or Decomposition of Plasttcs';-ASTMD635-98-"Standard-Test—methodforRat"e'ofBiirringaircllorF.xteitt and Time ofBurning of SO-SupporhngPlastics in aHorizontal Position '-and AMM D638-03 "Standard Test Adeihods for Tensile Properties of Plastics'; signed and scaled by Joseph Labora Doldan, P.E. 6. Test report No.ETC-05-255-16776,1, prepared by ETC Laboratories, dated 07106106, issued to Nan Ya Plastics Corp., for their SMC Fiberglass Material / ETC05033 plastic per ASTM D1929-96 ."Standard Test Method for Ignition Properties of Plastics •",. ASTM D2943-99 "Standard Tat Method for Density of Smoke from the Burning or Decomposition of Plastics ", ASTM D635-98 "Standard Test Method for Rate ofBundng anAwFztent and Time of Burning of Self.,SupportingPlastics in a Horizontal Position" and ASTM D638-03 "Standard Test Methods for Tensile Properties ofPlasticr", signed and sealed by Joseph LaboraDolden, P.E. 7. Test report No.ETC-05-255-16777.1, prepared by ETC Laboratories, dated 07/26/06, issued to Nan Ya Plastics Corp., 'for their Cellular PVC / ETC05034 plastic per ASTM D1929-96 "Standard TestMethod forIgnition Properties of'1'lastfcs", ASTM D2843- 99 "Standard Test Method for Density of Smoke from the Burning or Decomposition . afFlasticr ASTM D635-98 "Standard Test Method or Rate. of Burning arWdr Extent and Time of Burning of SsP1-Supporting Plastics in a Horizontal Position" and ASTM D63 8-03 "Standard Test Methods for Tensile Properties of plastics ", aig Ud and sealedby Joseph Labors Doldan, p.Lr, C. STATENWNTS I. 'Statement letter of-confomiance and no financial intcrest, issued by PTC, dated Feb 29, 2008,'signod and scaled by Douglas J. McDougall, P.E. 2. Lab Compliance letter as part of test report; OTH>GR 1. None. ks Ub q I. Chanda. p.E. Product Control Examiner NOA No OM416.04 Explration Date; Aupnst 3, 2011 ApprowiDete. 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