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HomeMy WebLinkAboutNOASCANNED BY St. Lucie County REVIEWED FOR M®��E O��`` "AM1-DADS COUNTY C©®� ���°'9�PiFo�UCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONOMIES(LUi ]r), 0 tj NTY11805 SW 26 Street, Room 208 BOARD AND CODE ADMXdSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) `C www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. rd Place Hialeah,3FL3012 FILE COPY 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 -bade 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 ihcur the expense of such testing and the AFIJ 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. - DESCRIPTION: Series "2000" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non - Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/14/08, with revision No. 3 dated 09/27/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: None 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 renews NOA No. 17-1017.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0405.66 MIAMNMDE COUNTY Expiration Date: May 08, 2024 Y41115) Iq Approval Date: May 02, 2019 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0119.07) 2.-- -Drawing—No.- SH08-02,—titled"Series- 2000—Aluminum—Single - Hung -Non -Impact -Resistant Glass", sheets 1 through 6 of 6, dated 04/14/08, with revision No. 3 dated 09/27/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.17-1017.05) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0119.07) 2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5127, dated 03/28/07, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA No. 07-0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), prepared by manufacturer, dated 12/06/14, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.14-1224.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ManuQ Po E. Product Controler NOA No. 106 Expiration Date: May 08, 2024 Approval Date: May 02, 2019 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 psi, ASTM D412-Tension of 550 psi, ASTM D 62440 lb./in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471- - --- 70 HRS 2579F and-ASTM D3835-3:0-HRS480°-F, ASTM-C-7-19-f50%, ASTM D 3960-12 g/L, ASTM C 679-3brs. 7 to 14 days, ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017), dated September 27, 2017, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.17-1017.05) 2. Statement letter of conformance, complying with FBC 51 Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. (Submitted under NOA No.14-1224.09) 3. Laboratory compliance letter for Test Report No. FTL-5253, dated 10/10/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0119.07) 4. Laboratory compliance letter for Test Report No. FTL-5127, dated 03/28/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P.E. (Submitted under NOA No. 07-0119.07) 5. Proposal No.17-0815R issued by the Miami -Dade County Product Control Section, dated 12/15/17, signed by Manuel Perez, P.E. (Submitted under NOA No.17-1017.05) G. OTHERS 1. Notice of Acceptance No. 14-1224.09, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - N.I., approved on 04/09/15 and expiring on 05/08/18. Manuel er P. . Product Control E am' r NOA No. 19-0 .06 Expiration Date: May 08, 2024 Approval Date: May 02, 2019 E-2 4 x c i µ 4• 10' MAX. 40 1 rl @"@"I - IN TYPICAL ELEVATION 1 OVER 1 rTn_*lva,j Us•TA1 ss MIsAgi ANCHO$ DESIGN PRESSURE PSF DINffilTG7T1N 6rwannra -FALSE MUNTINS (SURFACE APPLIED) MAY BE USED. . WINDOADASD. FACTOR NOT2; THE DE$IQN PRESSURES SHOWN ON THESE QHARFS ARE FOR ALLQWABLE STRE69 DESIGN. FOR WIND LOADS QN-CQLATED BASED ON 'ULTIMATE WIND SPEED' AS DETERMINED FROM.ASCE 7-10 OR IBC 2015 TNP VALUES SHOW}? ON THE TAB* SHALL EE MULTIPLIED By U. WIOIH ' � F.W�Os� 1+6RU ze• 3 m 'Al 'A 3 :::4 6 u 1'0 a/e• 3 4 m 4 mt9' 6 6a 6/r (( as t/� 3 .. 4 y 1/0 6 to t/a' 3 7 3 GHKE A6NOTES: 1 .� THIS PRODUCT MEET$ THE REQUIREMEMS OF FBC 5TH EDITION (2014) 410 FBC 6TH EDITION (2Q17). 2.- MIAMI-DADE APPROVm SHUTTERS ARB REQUIRED. 3.- FOR NUMBER OF ANQHORS FOR EACH UNIT' SIZE REFER TO DESIGN PRESSURE$ CHART. 4.- F..V ANCHOR TYPE AND 'SPACING REFER TO TYPICAL ELEVATIQNS AND SECTIONS OF SHEET 2 THRU 4., 5.- OONGRETE / MA$QNRV STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH''THE FOLEOWINC R9OUII - (:ONCRETE SIREN Fe'28 - S006 Q51 MIN. - GMU AS PER /STM'C90. CMU MUST BE 8-INCH THICK: NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE $TRENGTH OF 1.9 K61. - FILLED CMU Flit' S2000 PSI MIN. 6.- USE ON -SHRINK, NapN-MEIAUC HYDRAULIC CEMENT QRQVT. PER ASTM 01167/C1107M STANARD SPEOIFICADON FOR P.AGKAGED DRY. 7.- 1Q(700 HOST smgmRE SHALL BE "SOUTHERN YELLOW PINE.. G= 0.55 6h GREATER DENSITY. 8.- STEEL,' HOST STRUCTURE SHALL NOT BE LESS THAN 18 QAL1QE STEEL SHALL BE Fy - 36 I1$I MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHAD )JOT BE LES5 THAN 1/8". ALUMINUM SHALL BE 6963-T6. ' 10.- IX Q(� 2X W000 RIJQK$ NOT INCLUDED IR THE SCOPE q6 THIS PRODUCT•AtlPROVAL SHALL DE RROPE ATTAOHED TO SUSSTTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING. SYSTEM TO THE $TRVCTUF AND 'SHALL BE APP,RCQjVeD BY THE EIUILOING OFFICIAL PRIQR'TO DOOR INSTAUADON. 11•' A8U9�ECF, IN �FEC B ITH DIIIESON 12017 �RW5 SHALL SE PROTECTED (BY ETHERS) GLASS 1/8 ANNEALED, 3/100 ANNEALED, 1/4' ANNEALED OR 1/4' TEMPERED GLASS. 75.3 WWI 6 1 1 30.2 1 30:2 1 40.0 1 40.0 1 @2.8 1 62.6 1 75:D 76.0 01 tf4• IDS 60.6 JS.3 134.1 7Q,4 134.1 75.3 - 134A 48.6 46.6` J5.3 842 7114 , 2.6 713 102.6 aY 4 40.0 46:0 6`3.5 0.5 76,$ 80.4 75.3 BOA iu Vat 6 - - .- - 65.6 55.6 65.6' 68.5 aoouerRmcw® z1 C SNcaAaoavLh�PMtlb vuM:,4coa= \\\\\1111111 GO, HEq, SttnL+ers Ho_ �O 'raf,:�Rc:z � . 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ItmomNENT P, ANGHDR $PACING; AND NUMBER � F / PF. ANCHORS REFER TO ELEVATION AND INvg CONCRETE THROUGH T' BY WOOD BUCK DESIGN PRESSURES vmw ON SHEET I OF 6), M OR NON -SHRINK SON-METO ANO ROW TYPICAL FOR SO W On (FOR NAIL ANCHOR SP ra OR ANCHORS REFER TO ELEVATION AND F. ooEESnTTO0NN PRESSURES CPART ON SHEET I OF 4)• .DSfAb C3 N � DTYE10'Y; FOR SILL aMX. ATTAcmmmr To WODP TAp U AC2 FFF55557777 ATTACHMENT TO CONCRETE n z C z Irtrn ram, _ _ J 1• � I/4' $NS GRS THROUGH METAL METAL MIN. ( ft MAIL gNLTiOR SPAW A'+D NUYBFR FIEVANDDN UVD Oi 6ROHORS REFER iO EIEVAPON AO rt ON SHEER OF 6). DESGN PRESSURES OWJRf ON SHEET 1 OP @). 7YFgML FOR SILL DETAIL CS ATTACHMENT TO MULLION - (STEEL OR A U. I/6" ION. 1MW195) TYPICAL SILK. SECTIONS PRODUCTREVISED ..,.Mm I6e Floft ncaPtmm Hal-toTT.o)�6q F nt Dae BY Mu® ➢todve DRAWING No, SHOE-02 BATE: o4-Ia-Da SCAL1; 1 2'=1' SHEEP 3 OF 6 F 1/2- MIN. 2 1/2- MIN. 1/4' UUMACON 1 3/4' MIN. P40WUW Nf0 COWRETE MRbHOR 7 BY WOOD BUCK. ..A •h 3 .. (FOA'&X ANCHOR SPACING AND NUMBER OF ANCHORS :.Q AF RIEFM )O t"ATION AND 061DN PRIS URIS 6HAAf eA .. } ON SHEEP$ 1 OF B). ........ , TTPI011 FOR HEAD. ATTACHMENT TO CONCRETL^ 1• 1/4' SANS GR5 THROUGH MORAL (FOR MAX. CHO AN OR STO AND N VBER / OF ANCHORS" TD FLEYAnON A46 Q DESIGN PRFSSyRE9 TYPICAL FOR HEAD, CHART ON SHEFf 1 OF 8. DETAIL Al ATTACiF KNETOMETALATAIJCTUREDET�{L (STFa OR AEDMNUM 1/8- MIN., THIgONEsS) . ' TYPICAL HEAD SECTIONS . 1/4' ULTRACON EN 1 1/T- MN. PTION IRN1 WOOD. 1• (MR .MA)L ANCHOR gPACNO AND NUMBER OF ANCHORS 9N. RE" TO E ARON ANO OPM PREMURM 4N W ON $HEFTS 1 OF 5). TYPICAL FOR 1PrAD. I 2 BY WOOD BUCK W OTHERS. . MUST 9.BROPERLY ATTAOHm,(O, TRAN$FPJi GLAZING 5T 31 LOADS TO 1H8 SRNCTURE sHAyI..BE' APPROWD IVPURDINOI OFFICIAL Pfl10R TO WI, IN$iAWnON. DETAIL A2 ATTACHMENT TO WOOD I I GR5 THRW9H MEFAL / (FOR MAX. ANCHOR SPADING AND NUMBER REFM 76 giEVATION AND .SURFS DNMT ON SHEET 1 OF B HEAD. COLNfl APROVED 4D SEPARATE APPROVAL) MAIL A4 ATTACHMENT TO MULLION, (STEEL OR pLyNINUM 1— /1!�NW. n WQ165) t B E. ". O.SC.... �clsNsp'q?.�'; `l nE II No. 51393 - 9 it Ai u 4r n FRODUCTRBVISFD m.�PlT;nswJhNeFNe STATE F AL\ •' _. ,i G�`�� ORAWNC No. 2-trI IIi1P`` i' DATEI0 1" 'D, sDAu•: 1 z•er AticW Finaw IAC0 HERNANDEZ FLORIDA PE g d1393 DHEEf 2 OF e 1/4' MAX. SHIJ SPACE Ir .t 1 1/4' MIN. b•r i � �•..... L I�r b. OR NI (FOR 77YYPPIIGG mot N DET_LDl An&q!,h1RNT TO CONCRMCONCREI•L . 1/4' MAX $HUT SRACE 2 BY WOOD. OUCH BY OIKERS. MUST OL RROPERLY ATTAOHEL TD TRANSFER CUING SYSIBJ LOADS TO THE STRUCTURE. SHATL NE AOPROVED BY BURONO OFFICIAL PRIOR TO WINDOW INSFA LARDN. YIN. ' 1/4' ULTRAG9N 1 1/2' MIN. PENETRATION INTO WOOD. 6 z (FOR W. ANCHOR SPACING AN NUMBER ~ 5 OF ANCHORS REFER TO ElVATION AM - DEMM PRESSURES CHART OR SHEET 1 OF 6). 7T'PICJy (VR JANBS. DETAIL D2 AITACEM L 'TO WOOD RAOOH 1 3/4' NIN, MomMFNT ICRETE THROUGH 1" BY WOOD BUCK SHRNK NON NETAWIIC GROUT L ANCHOR SPA�IHD AN0 NUMBER ORS REFER TO ELEVATION AND WESSURM CHART ON SHEET 1 OF 6). 1/4" SUS ORS THROU60 METAL (FO(3 M. ANCHOR SAACINO MD NUMBER OF AAYNCHORS RFFIN Y0O BEEVATION AND DEMON PRESSURES CRAM ON SHEET I OF 6). TYPICAE FOR JMR , f—IN.(N�� MWtOUM ATE MPROM DUALT, ID4 ,ATTACHMIOT TO MULLION TYPICAL JAMB SEC] JJ()N 1/4' MAX. BHIM SPACE 2 SMS GAS THROWH METAL MAY ANCHOR OACING AN ER OF ANCHORS REFER N MON AN0.DE§44 PRESSUF f ON SHEET 1 Oi 6). DETAIL W ATTACANIENT TO METAL MVCnM (STEEL OR ALUMNUM 1/B'11N. T)hICKNm3) 1/8", 3/16`, 1/4" ANNEALED OR 1/4" TEMP. 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N00 .WEATHER SiRIR aUI�B vWi1. �—zB6z ,r D.DSDTosl4 D J6{ 12�FRA61E aa6a 4 g,lq> 4�� HEAD Q1Ay21NG0STOP�6083-0T5 I-- MEETING wJ4 SW-018 TOP RAH- FRAME 91L 6063-T6 ES 1� SW-52101 6063-TS 1.80 0.937 T D.060 ?� 392 T ,.I%q noso 2T6d- D,Bkg �t6i oa.tsz{ $A$6SHWW�12 RAIL I -I t.ao6 I- LATCH e0Jr6M RNL P1AST0 KOGLIAL K300 FRAME JPMB SW-011 RMa]-TS SASH BOTTOM ((NL SW-43393 6063-T5 $W-43355 6083-T5 SCANNED BY MIAM1I�•DADE St. Lucie CountV MIAMI-DADE COUNTY 17 �:YW PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( ".EVIE r D ,..,.oR www.miamidade.gov/economy Vision Hollow Metal Limited 400 Zenway Blvd., Unit I .ODE COM�LIAI�ICE Woodbridge, Ontario JAH 057 ST. LUCIE COUNTY FILE COPY SCOPE: �q r Thus NOA is being issued under the applicable rules and §gQQQ 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series LS1875 Outswing Double Steel Doors-LMI APPROVAL DOCUMENT: Drawing No "AD10-11 Rev #4", titled "Series LS 1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, 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 Small Missile Impact Resistant Limitations: 1. See anchor options at jamb & threshold on sheet 2. Item #19 at exterior required for Water infiltration rating. 2. Double door with MG950 mullion will require Steel channel reinforcements for size exceeding 7' (84") High. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AFU LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Woodbridge, Ontario, Canada, series/model 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 #14-0513.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Canada; P.E. APPROVED �J5 ve0 NOA No.18-0212.10 Expiration Date: October 13, 2020 Approval Date: April 12, 2018 Page 1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # see below). 2. Drawing No "AD10-11", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated JULOI, 2015, signed and sealed by Yiping Wang, P.E- B. TESTS (Submitted under files #12-0223.30 /#10-0420.02) 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 (w/Exterior astragal) 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 manufacturer's parts and section drawings of double outswing steel doors, marked by Fenestration Testing Lab, Test Report No. FTL-6222, dated 05/18/10, signed and sealed by Jorge Canso, P. E. This test report was revised by an addendum letter issued by Fenestration testing lab, dated June 17, 2010, signed and sealed by Jorge Canso, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014 (5'h Edition), prepared by MCY Engineering, Inc., dated APR 21, 2015, signed and sealed by Yiping Wang, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under files #12-0223.29/#10-0623.02) 1. Tensile test report # FTL-6222, dated 05/18/10 prepared by fenestration Testing lab, signed & sealed by Jorge Canso, P.E. F. STATEMENTS 1. Letter of conformance to FBC 2014 (56' edition) and No Financial interest dated May 01, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Letter of conformance to FBC 2007 & "No financial interest" dated 05/30/10, signed and sealed by Yiping Wang, P.E.(submitted under file # 10-0623.02). 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This revises & renews NOA #12-0223.30, expiring on 10/13/20. 2. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Precision Building Products, Florida USA, dated 04/13/15, signed by Nick Siragusa and Jacques Rousseau, respectively, on behalf of their companies. Isc...� 1. C L..5.- Ish q I. Chanda, P.E. Product Control Examiner NOA No.18-0212.10 Expiration Date: October 13, 2020 Approval Date: April 12, 2018 E-1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev"', titled "Series LS 1875 Double/Single Outswing Steel — -- Door'-',-sheets-l-through_7_of-7,_prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, P.E. Note. This revision 4, consist of FBC code update note on sheet 1, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6d' edition) and No Financial interest dated February 08, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 14-0513.04, expiring 10/13/2020. Ist.. \. Ll.-" Ish q L Chanda, P.E. Product Control Examiner NOA No.18-0212.10 Expiration Date: October 13, 2020 Approval Date: April 12, 2018 E-2 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS 1875 Double/Single Outswing Steel -- - Door'-',-sheets_1_through_7-of_7,.prepared by_MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, P.E. Note: This revision 4, consist of FBC code update note on sheet 1, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. ' STATEMENTS 1. Letter of conformance to FBC 2017 (6'h edition) and No Financial interest dated February 08, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 14-0513.04, expiring 10/13/2020. Ishaq L Chanda, P.E. Product Control Examiner NOA No.18-0212.10 Expiration Date: October 13, 2020 Approval Date: E- HINGE LAYOUT 6EETYF.THRESHOLOJ MAX. DESIGN LOAD ANCHORONSHEET2 DOUBLE DOOR TYPICAL ELEVATION BORSDEBSNOWHASBASORS.. SINGLE DOOR TYPICAL ELEVATION WIRE ANCHOR LAYOUT TYPICAL (WRH LOCK OPTION X2 Bp3SHOWN) AIH ERN..BTF8E1 (WITH LOCKOPTON %28RJ 8HOWN) TYPE 7H.0 PSF - ]B.0 PSF I�ma�l 9ERIE8 L81816 DOIIBLE5INOLE PAN EL O V R W IND STEEL OOOq M1M -THI9PRODUCTHPSBEENDESIGNEDANDTESIED TOCOMPLYWRHTHE -METAL, CONCRETE OR WO9051RUCTURES NOT BYVISION HOLLOW METAL LIMITED ®® NIODUCf REVI$Ep REOUIREMENi80FTHE401I FlARIDABUILOIND CWE�-.••J1EOIIIONMCLUOING MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO ..pCiB�ElvDU 1Be FL.+tda HIGH VELOCITY HURRICANE ZONE(INIQI. THEBVILOIN09TRUCNRE A"IMM, No q5Vlu -COORS RATED FOR WOE MISSILE IMPACT MOM NOT REQUIRE 9HMERS. A LOAD DURATON FACTOR M ALLOWABLE STRESS IS USED INDESIGN OFPNCIWR9INTO WOOD 016V. 6 ® �� •lam -OOOROAPPROVED F00.1NSTALIATIONS WHERE WATER INFlLIMTION RESISTANCE W REQUIRED. . DOOR PANEL MIN. 100.l I0.0531 STEEL Fy v IN ON MIN. -ANCHOR95HALLBEASUSTED.$FACED AS SHOWN ON DETAILS. DOOR FRAME:MIN. 1BG4 j0.DH'19TEEL Fy=W K9I MIN ANCHORS EMBEDME MBASEWMRMGMLBEBEYONDWAI.LDRESSING OPTIONAL EMBOSSED DOOR LEAF.PATTERNS ORSTL'CCO. NOTES.,-MCHORINGORL............... 11II II) EGRESS REQUIREMENTS TO BE REAEWED BY BUILDING OFFlO W.. ARENOTPARTOFOTHIOAPOVA ONS NDT6HOWN INTHEiE DETAILSIpk�011��� w -ULTIMAMDESION LOADOBTPINED FROM MCEB-0O, MULTM.Y BY0.9 SHALL BE CAN. 2061T LE63TWIOREOIIN.TO MAK OE9IONLOAOIN T1180DCUMEM. - MATERIALS INCLUDING BMW LIMITED TO STEELNETAL SCREWS THAT COME FEB 0132018 IMO COMACTWIIH OTNFA 01991MIWt MATFAIPLSBHAWMEET THE - P''. STATE OF �.CM . REQUIREMENTS OF2017 FLORNABLDG, CODE SECMMASAPFLICABLE. O 7J� go 00 O oS x z O N e'o r:� 5 F CONCRETE °. HEADDETAIL .� OPTION 1 DWRvnm Wwlc I Devxee MMMW I DeMceebuwau HEAD DETAIL OPTION 2 DWRWTmrnIxpRTx LaaeDBADeaLT TYPICAL THy HEAD DETAILA 3 OPTION3 Doa¢wmlMamse LOG(eDVDB0.T MEA TYPICAL ANCHORS Cal SIDE JAMB: SEEELEr.FORSPAOMO) SEEDUMSONSHEU364I YTDWUOSCREW MRURIM) wM4BYVrLOD ORWOODSIRIIONML 1�1wm.EeBiED lMM.EOGEDL4 MM TYPE B, S9.OWMCKEEYE.MC BYHBR (MUEMA) DIMC%YjWO SOWPBICONCP .TMw.EWEO16T. DMECRYIMO MPSIWNCRETEU=WK IWMIN.EWSMV. 1.111WEMBE9 TF C WPWCMBONSIEEYE.WCHONBYWEIR•(MRUI ) pOiECRY wT0 K4000 P61 CONCRETE. I3R' bP1 EMSEO OW..MXE 60]PSICONfAEtEBLOGl.1-11<'WN. ETOED svrbw.EWE msrnxw mEu, +r DL._wwEv eaiTBvoowFRs• (F SM DWMYMOIn3m Slcoxc— S-1?Mw.FNBED 31w MIN.MGFDWMCE 1` EE D B (IHRUEAM) wF0 NEFAL 6IWICRIREs(SfFELO0.AWM.P'lIM 1/d Mw.TXIOK) sTm:h•T616'IMw. rauwxuln: WBSTe Mw. I6TEELwwMecrwrmnuMfnDlHro BE PwTm W vAIN1EDt TYPEF, WIREAHCHORWMKIGQW O.IM DII STDEL W MMCHOMEMBED IMO CONCRETB FIUM OLM W $JVEMBE TYPICAL ANCHORS Cal THRESHOLD: (SEEEIEY,FORSPAMG) TYPE B. TPAcoxs .lssla m.mlBl DIREmLr wtorcvmsD vslMw. WxcflEre 1.,? MBL EM6ED 210MIN.EDOEOISTANCE 1N•TAPCONBYDWNvpg Nv1MN91 �((°DIK•f YEVI6FY ORECRYWOK•OWOPSIMw. CONCRETE veos*I.9MlbIWFWJ4 1(ulpleL Owfe b1![Mw.EWE0t4TAN6E AFCTpue[eliP 2• 2-IMMw.MXsD 123 ¢aWatln Deh 6EM M: n„i FSU eowTs•w0 cDRxBRsro6E SE4E0 Inie[t[eeYlel WfM 6WWNEATPEflIMETER W TYPICAL ANCHORS 0 HEADER: NOW ��1 � �...�n.6Hew• d MS JAMR DETAIL EXTERIOR LOCK fMI M_ 00I EMBEDMENT 14WLON 10 11 (REDUIREDOUBLE DOOR ONLY) MSED. v o 4 O W A __ __ INACTIVE (�1, � � ACTIVE _ . MIRM �1- E PLATTiE il4•MAX. (3) 114"1 FH. MS. SHIM SPACE I PEpMENJTAiMB DETAIL `+ MBA—T .-..-. 1 3/4" O.C. IN 21/2"MIN E.D. TYR MG950F MULLION WITH SERIES 2000 DESIGN HARDWARE PMIIC DEVICE 0 MAX.�— SPACE JAMB DETAIL C Iro.C. LOCK OPTION #2 CYLINDRICALLOCK W/DEAD BOLT N PH SMS LOCK OPTION 03 �1 MORTISE LOCK W/DEAD BOLT VJ EXTERIOR JAMB ANCHOR ALSTRUCTURE \—MIN.1/B' THK 1l4• MAX HIM SPACE `� OPP. ACTIVE AD10-11 a of SINGLE DOOR JAMB DETAIL E LOCK OPTION #2 &�� HINGES STEEL MOTSE HINGES FOUR PER LEAF AT IV FROM BOTTOM TO C.L. OF HINGE. Ir FROMTOPTOC.LOFHINGE M02fF O.C. MAX. ALL HINGES FASTENED TO FRAME WITH (4)12.24 X X' PH MS AND TO PANEL WITH (4)12-24 x X' FH MS IOIXSFAtl DOOR EDGE CONSTRUCTION IM? WINX G3 �FPAIR is �F \ / x / \ \\ 33y5 yy B sB 3 I I \ / I J \ / L INACTIVE \ / ACT .Lowex r.--T TTT I_ IXX) TYP. ELEVATION W/LOCK OPTION #1(RIM PANIC & MULLION) LOCK OPTIONS'a j 1S LOIX WfKK19FMOWRl CC9P9XCIN2IFIPUXMVLYFM6WGIEDCON9 ACTIVE LEAF #= a S / \ DESIGN HARDWARE 2000SERIES' PANICEXITDEMCE LOCATED AT PANELS AT4D' FROM BOTTOM, FASTENED / \ WITH (3)14 x 1X' FH SDS. INACTIVE LEAF \ / -DESIGN NAROWARET000 SERIES' PANICEXITDEVICE V \ / LOCATED AT PANELS AT 4P FROM BOTTOM,FASTENED 1, WITN(6)14x IX'FHSDS. oo MULLION LOCK OPTION #1 DOORWI PANIC E%R LOCKWOOD 950E MULLION' (2) SURFACE MOUNT METALLIC KEEPERS H9' D t R# DEVICE&MULLION 6W FROM BOTTOM NTH(3)#10 X 11/T FH SDS 2 i ____________________________ ACTIVE LEAF 6A6: = < TS 'SCHLADAT3D -FROMB LOCATED AT]BX'FROM BOTTOM. FASTENEDWIDI(2)Bx-'MTS. 'SINGLE Wh Zoz 3 / \ CYLINDER OIDID OLT LOCM / \ LOCATEOAT47X'FROM SOTTOMWTI PH MS AND (2)B B. X' FH $MS. g1�q 00 4n \\ // INACTIVE LEAF \ / 'YVES MORTSEFLUSHS.., d AT LOCATED AT TOPAND BOTTOM, FASTENED WITH (4) B xY' FH MULTITHREADSCREWS. LOCK OPTION#2 STRIKE PLATE 39-1? FROM B011VMWITH(21012 Xl-PH DOORW/CYLINDRICAL MULTITiREADSCREWS LOCK&DEADBOLT STRIKEP MIDDLES PAN OF FRAMEHEAD WITH (2)0X3I6'FH MULTITHREAD SCREWS X314- STRIKE PLATEATMIDDLESPANOFTiREHOLD O f ZZ WITH (2)R0 XI IG' PH MULTI THREAD SCREWS X: �>n .________________ __ _--- _______ pp'2 i J zs ACTIVE LEAF O i o a SCH(AGE L9453PMORTSELOCKW/INTEGRA DDEAOBOLT- AT 3TXe FROM BOTTOM, HANDLE LOCATED / \ FASTENED WITH (2)10x X' MTS. 0WIo� Z / \ DEADBOLT LOCATED 40 W FROM BOTTOM Np 'L op FASTENED WITH(]) 12x1'FH MULTI THREAD SCREWS H �3 \\\ / INACTIVE LEAF 9 S LWS FBfaffURTSE FLUSNBOLTS' LOCATEDATTOPAND BOTTOM, FASTENED WIIi(4) L� 44fDRtlf LOCK OPTION #3 BXX'FHMTS. DOORWIMORTISE STRIKE PLATE 39.10 FROM BOTTOM WITI(2) 912 X1' LOCK &DEAD BOLT PH MULTI THREAD SCREWS FLUSH MOUNT METALLIC RUSH BOLT AND FLUSH GUIDE TOPANUBOTTOMWITH(2)W0=VFH MULTI �I SCREWS s\V\\.\N1G AD10-11 RI I BILL OF MATERIALS ITEM NO.rPARTNO. MATERIAL TY DESCRIPTION MANFJSUPPLIER/REMARKS STEELI 'D. FRAME HEAD/JAMB (2"x 53/") 18 GA.(0.053"MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) STEELI 'D. DOOR FACESHEETS (48"x 96"x 0.044") 18 GA.(0.044" MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) ALUMINUM. rPER BUMPER TRESHOLD(5"xY2"x 0.094") HAGER VINYL D. ADHESIVE VINYL BULB PEMKO STEELI AF HINGES HAGER / DESIGN HARDWARE © - STEELI MASONRY WIRE ANCHOR 0.173 DIA.Fy=60PSI O - STEELI AS REQ'D. CLOSER BOX (1 %e" x4Ys" x 0.053") 16 GA. GALVANNEAL STEEL © - STEEL; AS REQ'D. END CHANNEL (1 5/e" x 13/e" x 0.053") 16 GA. GALVANNEAL STEEL ) - STEEL', AS REO'D, HINGE REINFORCEMENT 10 GA. GALVANNEAL STEEL 10 - STEEL AS REQ'D. EMA 18GA ANCHOR (PIPE) VISION HOLLOW METAL 11 STEELI AS REQ'D. EMA 18GA ANCHOR OPTION (BUTTERFLY) VISION HOLLOW METAL 12 - STEEL 1 CYLINDRAL LOCK REINFORCING AS REQ'D. HONEY COMB 1" CELL 14 - VINYLISTEEL AS REO'D. TOP CAP OPTIONAL VISION HOLLOW METAL 15 MG 95OF STEEL AS REQ'D. 2x3x1/8" REMOVABLE MULLION LOCKWOOD Fy min. = 46 KSI 16 A0010 STEEL AS REQ'D. ASA STRIKE REINFORCEMENT VISION HOLLOW METAL 17 A0024 STEEL 1 MORTISE BOX REINFORCMENT VISION HOLLOW METAL 18 A0051 STEELI 2 / PANEL RIM PANIC BOX 14" LG. VISION HOLLOW METAL Amnucreevme� 19 - STEELI AS REQ'D 1 3/4" x 0.12" THK ASTRAGAL VISION HOLLOW METAL mow'- 20- STEELI AS REQ'D FLUSHBOLT GUIDE VISION HOLLOW METAL e`I"w" 7n' 21 - STEELI AS REQ'D REVERSABLE FLUSHBOLT HEAD REINFORCEMENT .VISION HOLLOW METAL 22 2000 STEELI AS REQ'D SERIES 2000 DESIGN HARDWARE PANIC EXIT DEVICE DESIGN HARDWARE 23 AL53PD STEELI AS REQ'D SCHLAGE Al-53 PD CYLINDRICAL LOCK & DEAD BOLT SCHLAGE 24 25 - STEELI STEELI AS REQ'D AS REQ'D SCHLAGE L9453 MORTISE LOCK WI INTEGRATED DEADBOLT IVES FB458 MANUAL FLASH BOLTS SCHLAGE IVES --1 ��\\\III IIII//// 0 �I ADIO-11 DRILL &TAP 11IF REINF. PLATE FOR MEETING EDGE DETAIL OPTION 2 & 3- FRAME HEAD/JAMB 6 GA STEEL (0.053") 5.000' 600' 3 TRESHOLD N12-U MS 4 PER LEAF IS a c 2.1248' I 4.500• —� ® I I I 5 STEEL HINGE I e MASONRY WIRE ANCHOR t min -0.134" Fy MIN=60K51 AREA (O.WW) 09'4;e' 19ie' Y' 12' ye' 1y' 1,. 6 EN�16 GA'STEEL KODDCMVm m�gnc��NhWWriY DmalaPiM AY[N1e�RN0��U IAp�.. Den r ra, rv4peitA'Ol.e ' U4 Vie• 1 �e 2 %a• 18' Om 11.00 DIMPPLELE (A 2D6 R.20] (D) 125 HINGE REINFORCEMENT ADIO-11 6 OF zs• Lp9.�� p 5.556• 5' 4.3156' rtn 1. Ba2 TAPX2PL5. 1.3285'1.25' y1O 1.0y 47W 0 04088` mn .399s• FLUSHBOLT GUIDE 118` 01. Z .fi• 0.0 20 BSha Bz158' .z65' 1.3'� • O'W U ske 35' 1.625' 3• y1K' _ SPOTs 12 y5d exg .13B0 v [Ndd B 4.257 2 3.9213' +_ "� W i Ei 3.30T30.,5' .25' .3T6` �• 1i5• i 3 �® r TABS BE DED 2.86' .074' I 25' .OiS I } ,.515' DRILVfAP F0�0 PLACES f. CYLINDRICAL LOCK REINFORCING 21 REVERSABLE FLUSHBOLT 72 RS DETAIL HEAD REINFORCING FRAME CORNE qWC 49W 3 COS _,- Q<� o a 200 l 118 mW �4 AS E REINF. 9 �;GASA3 20 EEL STEEL TOP CAP 75 LOCK WOOD SERIES 95OF 5 70 EMA ANCHOR w DUCEACVNW OPTIONAL REMOVABLE STEEL MULLION ov�eW.e.MWPYiY 18 GA STEEL ntvN, y LV�vllu�h�a� IG� 41916• \\NIIIIII/// Lam• € \���Rn uq,ra6,ara�igF!i P6 uBai ��,�.° 5344b3 .•• ape 2019.1 14 VINYL TOP CAP'ap'. F OPTIONAL MORTISE BOX REINF. eve 71 MA ANCHOR 17 �i�F`ys.<,ORIO EaG\\` ADI ON4L A\ pOP9 18 GA STEEL """' WE °0N"'"