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WS-13-220818: 30: +)d 27 28 Family Room 26 25 a dz xitt BY DATE 0NING DEPT MRH 12' lull. 52 x 38 SUBJECT TO COMPLIANCE W11 H ALL FLDLIiAL IATF AND COUNTY iWLFS A[JI) nF( -IU! AFIONS Storage d 52 x 28 29 Wild. x Kitchen d � x28 22 23 24 r 35 ss . 30 x elf Bedroom Egress 21 r.. 38 31 i 19 x 38 20 t 52x36: 32 14 (uw .• 37x38 Bath Room lulled 37 x38 19 13 18 17 16 lulled 37 x 38 33 Bath Room r 52 x 5(i Bedroom Egress 15 73x79 34 Dining Room .j - - r rum X59 35'__ SEP Irdte<i9 x 59 Bath Room xeq 3C� •e. - _. Main Door Egress' ..: 59 x.68 36 as 2. 59x5& 37 O 7 12 x$4 Bedroom Egress 2 4 5 $ Living Room$ 9 10 11 Gym r 5� x.59 1 33x83 I 60' -- — - Miami Shores Village APPROVED BY DATE 0NING DEPT BLDG DEPT tJ G SUBJECT TO COMPLIANCE W11 H ALL FLDLIiAL IATF AND COUNTY iWLFS A[JI) nF( -IU! AFIONS M N M 0 U LL to � � m O Z= E O iO co E cc ' Sep 17, 2013 MW ammPmu.. Site Plan AGMOF1 1 _ -(ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354.0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads -Components and Cladding Florida Building Code 2010 Site Information Owner: Timothy Davis H Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE7 -l0 Ch. 30.3.1 Table 30.3 -1 12 ft. Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE7 -10 Table 26.11 -1 PMAx- = gh(8c GCpm - GCq) Mean Roof Height (h): 12 ft. Roof Slope (8): Sloped Roof Slope Coefficient (8c): 1.0 Min. Building Dim. (L): 60 ft. End Zone Distance (a): 6 ft. Design Wind Pressure (PmAx +. PmAx -): ASCE 7 -10. Ch. 30.4.2130.6.2 Device Calculations:ASCE 7 -10. Chanter 30. All Subsections Q FLORDAPROD UCT.OVN.80NDNU8l.WTHEEPRMWR�FOR THEONEN6�LNRATIDN& _.._.._ .__.._........._ ...�.._._...____.__..___._..__. _..._..___.._._.__...... Max Positive Pressure (PMAx +) PMAx+ = gh(9c GQmos + GCp) PmAx+ = gh(8c G%pDs + GCp) Max Negative Pressure (PMAx -) PMAx- = gh(8c GCpm - GCq) PMAx- = gh(8c Wpm - GCp) Device Calculations:ASCE 7 -10. Chanter 30. All Subsections Prepared In accordance with: Q FLORDAPROD UCT.OVN.80NDNU8l.WTHEEPRMWR�FOR THEONEN6�LNRATIDN& _.._.._ .__.._........._ ...�.._._...____.__..___._..__. _..._..___.._._.__...... ASCE ? -10. Secalon 30. Wind Loads - Components and L NOCERTFCATSJORRE EW OFFEREDTHATTHEPROPOSEDUNR81�fANYEORESeREDUI RBSIT&ALLMAMSEWESMETOEEADDRE88E OMEPFRAMNOCWftRACTORPNDVOLOO ULDNOOFFIC S. THEH= SRUCTUREMASWMffDTOBEADMUATETOWRHSDWOTHELOADSWO SEDEATHEDESBNASWORKRERACEBBW MGFRA MNG.ORCPMNQSDF5NNEDANDCEATMW EYANENONEER(),I, . R ). 0.85 7HECONTRAOMRSULDNOOFFMAL WALLVZWfTHATTHEal8MTtATEEWOMD DURNOWORKISSDUND FOR NWALLATDNOFTHESYSTEALFDEFCEJCMAREFOUND N THEOWNOHOSFSFRUCTURE TH ONEEq OA THEEOR WALLEENOTFE�D BEFORECONTNUNOCONSMUCTDN AND REF® rVESTHERKRRTORENWMTANDRE- EVALUATEDESDN. NOWARRMITY .ERHEREWH®�OHMUM.SCONTANEDHE tEN. Florida Building Code 2010 ed. 0. D p E� OLUUSTRATEDEM F�� DEMON CRREIKTHEYMAYVARYS WTLY. TOTHEWENTTHATTHEOPBNOARFASNOT® ALLER TKAN B%OFTHEENONEERED DEM. 1 37 x 50 End 7 12.85 5.79 56.57 1.0 -1.4 39.4 -52.3 2 37 x 50 Int 7 12.85 5.79 0.85 56.57 1.0 -1.1 39.4 -42.8 3 37 x 80 Int 7 20.56 14.81 0.85 56.57 0.9 -1.0 38.2 -41.6 4 67x 17 Int 7 1 7.91 10.39 0.85 56.57 1 1.0 -1.1 40.0 -43.3 5 52 x 38 Int 7 13.72 6.26 0.85 56.57 1.0 -1.1 39.2 -42.6 6 52 x 26 Int 7 9.39 6.26 0.85 56.57 1.0 -1.1 40.1 -43.4 7 52 x 38 Int 7 13.72 6.26 0.85 56.57 1.0 -1.1 39.2 -42.6 8 52 x 26 Int 7 9.39 6.26 0.85 56.57 1.0 -1.1 40.1 -43.4 9 52 x 38 Int 7 13.72 6.26 0.85 56.57 1.0 -1.1 39.2 -42.6 10 52 x 26 Int 7 9.39 6.26 0.85 56.57 1.0 -1.1 40.1 -43.4 11 36 x 49 Int 7 12.25 5.56 0.85 56.57 1.0 -1.1 39.5 -42.9 12 36 x 49 End 7 12.25 5.56 0.85 56.57 1.0 -1.4 39.5 -52.6 13 19 x 38 End 7 5.01 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 14 19 x 38 End 7 5.01 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 15 52 x 36 Int 7 13.00 6.26 0.85 56.57 1.0 -1.1 39.4 -42.8 16 37 x 38 Int 7 9.76 3.34 0.85 56.57 1.0 -1.1 40.1 -43.4 17 37 x 38 Int 7 9.76 3.34 0.85 56.57 1.0 -1.1 40.1 -43.4 18 37 x 38 Int 7 9.76 3.34 0.85 56.57 1.0 -1.1 40.1 -43.4 19 52 x 50 Int 7 18.06 6.26 0.85 56.57 1.0 -1.1 38.5 -41.9 20 73 x 79 Int 7 40.05 14.45 0.85 56.57 0.9 -1.0 36.4 -39.8 21 52 x 50 Int 7 18.06 6.26 0.85 56.57 1.0 -1.1 38.5 -41.9 22 29.x 59 Int 7 11.88 8.06 0.85 56.57 1.0 -1.1 39.6 -43.0 23 29 x 59 Int 7 11.88 8.06 0.85 56.57 1.0 -1.1 39.6 -43.0 24 63 x 84 End 7 36.75 16.33 0.85 56.57 0.9 -1.2 36.7 -46.9 25 59 x 58 End 7 23.76 8.06 0.85 56.57 0.9 -1.3 37.8 -49.1 26 59 x 58 End 7 23.76 8.06 0.85 56.57 0.9 -1.3 37.8 -49.1 27 63 x 84 T -Int 7 36.75 1 16.33 0.85 56.57 0.9 -1.0 36.7 -40.1 28 1 57 x 59 1 Int 7 23.35 1 8.06 0.85 56.57 0.9 -1.0 37.8 -41.2 Prepared In accordance with: Q FLORDAPROD UCT.OVN.80NDNU8l.WTHEEPRMWR�FOR THEONEN6�LNRATIDN& _.._.._ .__.._........._ ...�.._._...____.__..___._..__. _..._..___.._._.__...... ASCE ? -10. Secalon 30. Wind Loads - Components and L NOCERTFCATSJORRE EW OFFEREDTHATTHEPROPOSEDUNR81�fANYEORESeREDUI RBSIT&ALLMAMSEWESMETOEEADDRE88E OMEPFRAMNOCWftRACTORPNDVOLOO ULDNOOFFIC S. THEH= SRUCTUREMASWMffDTOBEADMUATETOWRHSDWOTHELOADSWO SEDEATHEDESBNASWORKRERACEBBW MGFRA MNG.ORCPMNQSDF5NNEDANDCEATMW EYANENONEER(),I, . R ). Cladding 7HECONTRAOMRSULDNOOFFMAL WALLVZWfTHATTHEal8MTtATEEWOMD DURNOWORKISSDUND FOR NWALLATDNOFTHESYSTEALFDEFCEJCMAREFOUND N THEOWNOHOSFSFRUCTURE TH ONEEq OA THEEOR WALLEENOTFE�D BEFORECONTNUNOCONSMUCTDN AND REF® rVESTHERKRRTORENWMTANDRE- EVALUATEDESDN. NOWARRMITY .ERHEREWH®�OHMUM.SCONTANEDHE tEN. Florida Building Code 2010 ed. 0. D p E� OLUUSTRATEDEM F�� DEMON CRREIKTHEYMAYVARYS WTLY. TOTHEWENTTHATTHEOPBNOARFASNOT® ALLER TKAN B%OFTHEENONEERED DEM. C �O�ED� & WL�FO®� OB ALL 2013 E- Tempes%com �LTFROK oMOMIOOTHD E REC U�TT NOH L"OCT'Se oh FRMSDFm � LW a TE LTNGOMKA FABRCA M,BY ECTUN grROYMPPRACr TKrWCH CALMFORBY OCMSrATE 1D: fwindowdoor- P1819 & ENONEETNOEMESSHMNOTVBDTHB JOMENFORMATMOONTANWHERENBBAMONCONTRACTCRSUPKMDATAMDWAWREMRMMINGNEEMOWRESSSHMINOTBEHEDREW MSELEORLWaLEN N"AYFOR ERRONWUS(M t= CURATEDATAORMEAStJREMEHTSWORKSHALLSEFEDVERFE) PROR TOCONSIRUCTKftiN( NET3iNO ETFREMSHALLEENOTFMMO GrM ANOPPORTUMIYTOREEVALUATECUR CERTOF WORKUPON DMOVEFYOFANY WCCURATENFORMATDN PRDR TOMDDFOATM OFEWNOFEDCONDQDNSAND FABRrATM ANDNSrALLffM OFMATERMtS WITH RAISED AAM 7/9f\i9 Dnnn i -413 7. E)C EPTASETFRES. YPROVDEDHERDN. NOADOMONALCERTFDAT K)NSORAFFMAaMSARENTEJDED. •.., -- tb(ENGINEZEING EXPRE 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -M Fax: (954) 354 -0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7 -10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Timothy Davis H Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE7 -10CX 30.3.1 Table 30.3 -1 12 ft. Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11 -1 PMAx- = gh(9c GCp w - GCo) Mean Roof Height (h): 12 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 60 ft. End Zone Distance (a): 6 ft. Prepared in acoordance with: ASCE 7 -10. Section 30. wind Loads - Components and a Cladding Florida Building Code 2010 ed. a 0 2013 E- TempesLcom ' ID: flwindowdoor- -PI819 09/17/2013 Page 2 of 2 ' DesiLyn Wind Pressure (PmAx+. PuAx -1: ASCE 7 -10. Ch. 30.4.2130.6.2 Device CalculationMASCE 7 -10. Chanter 30. All Subsections 29 �," °�. (`�� ��wii�� 6V 11 ��I�N�I ��ilhl�i� �1. 75 e,ry;�' Max Positive Pressure (PmAx +) PmAx+ = gh(8c GCppos + GCW PmAx+ = gh(8c GCppos + GCpl) Max Negative Pressure (PMAx -) PMAx- = gh(9c GCp w - GCo) PmAx- = gh(8c Wpm - GCpI) Device CalculationMASCE 7 -10. Chanter 30. All Subsections 29 33 x 83 Int Yl 7 19.02 15.95 0.85 56.57 1.0 -1.1 38.4 -41.8 30 38 x 47 Int 7 12.40 5.11 0.85 56.57 1.0 -1.1 39.5 -42.9 31 38 x 47 Int 7 12.40 5.11 0.85 56.57 1.0 -1.1 39.5 -42.9 32 19 x 38 Int 7 5.01 3.34 0.85 56.57 1.0 -1.1 1 40.1 -43.4 33 58 x 47 Int 7 18.93 7.79 0.85 56.57 1.0 -1.1 38.4 -41.8 34 58 x 47 Int 7 18.93 7.79 0.85 56.57 1.0 -1.1 38.4 -41.8 35 19 x 38 Int 7 5.01 3.34 0.85 56.57 1.0 -1.1 40.1 -43.4 36 58 x 48 End 7 19.33 7.79 0.85 56.57 0.9 -1.3 38.3 -5012 37 58x48 End 7 19.33 7.79 0.85 56.57 0.9 -1.3 38.3 -50.2 AND NSTALLATON OF MMIMA.8 I WITH RAISED ENGINEER SEAL RNNasroTNaoocueENT ,weNOrrmmrt® AND NVxnATEOURO MATU• VAUD FOR (1) JOB ONLY Miami Shores Village 4 ' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.49491 SEP B DING Permit No 1_ PERMIT APPLICATION Master Permit No. Permit Type: Lik—ILDING ROOFING JOB ADDRESS. 80 NE 94 STREET City: Miami shores County: Mia—im Dade Zin, 33138 Folio/Parcel #• 11- 3206 - 013-0300 Is the Building Historically Designated: Yes 4 EL Flood Zone: OWNER Name (Fee Simple Titleholder): TIMOTHY C. DAVIS & KARIN STIRK DAVIS phD : 305- 505 -4195 ne Address: 80 NE 94 STREET City: MIAMI SHORES State. FL. Ap. 33138 TenandUssee Name: Phone#: Email: CONTRACTOR: Company Name: FLORIDA WINDOW AND DOOR phone#: 561 - 340 -4300 Address: 11360 N JOG ROAD, STE 102 city: PALM BEACH GARDENS State: R. �,: 33418 Qn "er Name: SCOTT BERMAN Phone#: State Certification or Registration #: CGC1509450 Certificate of Competency #: Contact Phone#: .46 1 –3 4 D *3 0 Email Address: DESIGNER: Architect/Engineer. E ✓7f2 1­3 -ec,-i �, 6')r 4 r g!rp-3 Phone#:'f 54 -S54-046V Value of Work for this Permit: $ 4'4,908.00 _ _ Square/Linear Footage of Work: Type of Work: DAddition UlAlteration ONew ORepair/Replace , ODemolition Description of Work: tv ,'0 , .,c� �J � ('-S 'IV Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Tmining/Education Fee $ TecbnologY Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,_ Bonding Company's Name (if applicable) CRon" Company's Address City Mortgage Lender's Name (if Mortgage Lender's Address _ City State State zip �P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certdfied copy of the recorded notice of commencement must be posted at the job site for the first ins hdch occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wdl t a p ved and a reinspecnon fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this _&-_ day of _, 20 LJ, by 11 iry1o4 -ky 0,144 es �ap.� , who is p�ni y known to me or who has produced Pars K Q t--� e, � — As identification and who did take an oath. NOTARY PUBLIC: Sign: Print 4" d My Commission Expires: %2 e &4.1 .20/ APPROVED BY t%5 Shanen S. Pady COMMISSION #EEBMI EXPIRES: SEP.06,2016 www.AARONNOTARu= The foregoing instrument was acknowledged before me this day ofatgt � 20 t by who ' to me or who has produced as identification and who did take an oath. NOTARY P LIe: Print: �c. . t My Commission Expires: a °`,aa A4B4o HOWARD SCOFF A* MY COMMISSION# EE OM .0"1111 8wided EXPIRES:: A�uug,u�sty27, 2016 5> Plans Examiner Zoning Structural Review Clerk (Revised 3 /1212012)(Revised 07 /10107)(Revised 06(10 AW)(Revised 3/15/09) NO OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST WSPECTION PERMIT NO. !y5 _ 41 '13 _''720ffTAX F000 NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement of property and street/address: OR Bk 28848 Ps 3880; Gres) RECORDED 10/02/2013 10 :42 =40 HARVEY RUVINt CLERK OF COURT NAi1T -DARE COUNTYr FLORIDA LAST PAGE A...s...� ...�,�� Space above reserved for use of rscarding oft(ce ,0 i , ► 2. 'Description of improvement: c, 11 i w lea C' tq d' lice 0 3.Owner(s) name and a 44 i S TRU Interest in property Name and Adress o fee simple titleholder: 4. Contractor's# name, a4dress•and phone number 't1 dL �DRA F in, eon. A F4 6. Surety. (Payment bond required by owns from contractor, If any) Name, address and phone number. Amount of bond $ OF DAM v couH,� 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner up e ded P Section 713.13(1)(4)7., Florida Statutes, Nam, . Na, address and phone number A o 20 `p Official Seal. Q00 V4 8. In addition to himself, Owners designates the following " As pro �f t 713.13(1)(b), Florida Statutes. Name, address and phone number AQ 9. Expiration date of this Notice of Commencement: (the expkatton date Is f year tram the date of recording Mess a dak6nt date is sperm WARNINGS T00WNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IAPROPEH PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA =TUT'ES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPE YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDI U TIDE OF COMMENCEMENT. Signatures) s)' Authorized Officer/Director/Partner/Manager Prepared By Preparers By Print Name Print Name Title/Office Title/office STATE OF FLORIDA COUNTY OF MIAMi -DADS The foregaing instrument was acknowledged before me this day U"lg5lividualy, or Uas for Wersonaliy known, or U produced the following type of identifica Signature of Notary Public: Print Name: (SEAL) 1,` . real Shanen S. Pat9y vERlFlca�I�N_.puRSU�#NT TO SECTION t�.B25 —FL RIL1�A STATI�,S : �' :e COMMISSION #EE833031 Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in It are true ' to than best of my knowledge and belief. � EXPIRES: SE 06, 2016 �` www.AnnoNNoTA tm Signatu ) of unrtegS) or (O's Authorized Of icer/Direct B/Partner/Manager who signed above: BY y i23_M42 PAWS 6112 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 lt'1 3 Permit No: Structural Critique Sheet M f.l c Page 1 of 1 mfr -rive L oA-g- .) ri 6o e : -i - L,✓ —i 0), STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re- submittal drawings. Mehdi Asraf Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205150 Permit Number: WS -9 -13 -2208 Scheduled Inspection Date: January 06, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DAVIS, KARIN AND TIMOTHY Work Classification: Window /Door Replacement Job Address: 80 NE 94 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060130300 Project: <NONE> Contractor: FLORIDA WINDOW & DOOR Phone: (561)340 -4300 lsuiming uepartment comments REPLACE 32 WINDOWS AND 5 DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 204963. CREATED AS REINSPECTION FOR INSP- 200117. No access Not ready Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 03, 2014 For Inspections please call: (305)762 -4949 Page 10 of 27 Florida Window and Door Miami Shores Village 561- 340 -4300 Comparison Chart opening # Device NOA Product Approval Size W x H Design Pressure Site Pressure + - + - Mullion Y Mullion NOA 1 Single Hung Window 12- 0213.05 37x50 80 80 39.4 52.3 2 Single Hung Window 12- 0213.05 37x50 80 80 39.4 42.8 3 )( Outswing Door FL15210.1 37x80 75 75 38.2 41.6 4 Fixed Window FL15920.1 67x17 70 70 40 43.3 5 Single Hung Window 12 -0213.05 52x38 80 80 39.2 42.6 Y 12 -0221.09 6 Fixed Window FL15920.1• 52x26 70 70 40.1 43.4 Y 12 -0221.09 7 Single Hung Window 12- 0213.05 52x38 80 80 39.2 42.6 Y 12- 0221.09 8 Fixed Window FL15920.1 52x26 70 70 40.1 43.4 Y 12 -0221.09 9 Single Hung Window 12- 0213.05 52x38 80 80 39.2 42.6 Y 12- 0221.09 10 Fixed Window FL15920.1 52x26 70 70 40.1 43.4 Y 12- 0221.09 11 Single Hung Window 12- 0213.05 36x49 80 80 39.5 42.9 12 Single Hung Window 12- 0213.05 36x49 80 80 39.5 52.6 13 Single Hung Window 12- 0213.05 19x38 80 80 40.1 53.6 14 Single Hung Window 12 -0213.05 19x38 80 80 40.1 53.6 15 Single Hung Window 12 -0213.05 52x38 80 80 39.4- 42.8 16 Single Hung Window 12- 0213.05 37m38 80 80 40.1 43.4 Y 12- 0221.09 17 Single Hung Window 12 -0213.05 37x38 80 8(1 40.1 43.4 Y 12- 0221.09 18 Single Hung Window 12- 0213.05 37x38 80 80 40.1, 43.4 Y 12- 0221.09 19 Single Hung Window 12 -0213.05 52x50 80 80 38.5 41.9 20 XX Outswing Door 12- 0208.14 73x79 58 80 36.4 39.8 21 Single Hung Window 12 -0213.05 52x50 80 80 38.5 41.9 22 Single Hung Window 12 -0213.05 29x59 80 80 39.6 43 Y 12- 0221.09 23 Single Hung Window 12 -0213.05 29x59 80 80 39.6 43 Y 12- 0221.09 24 XX Outswing Door 12- 0208.14 63x84 58 80 36.7 46.9 25 XO Horizontal Rolling Window 12 -0321.02 59x58 80 80 37.8 49.1 Y 12 -0221.09 26 OX Horizontal Rolling Window 12 -0321.02 59x58 80 80 37.8 49.1 Y 12- 0221.09 27 XX Outswing Door 12- 0208.14 63x84 58 80 36.7. 40.1 28 xo Horizontal Rolling window 12 -0321.02 57x59 80 80 37.8 41.2 29 X Outswing Door. 12- 0208.14 33x83 58 80 38.4 41.8 30 X Casement Window FL16132.1 38x47 70 75 39.5 42.9 Y 12- 0221.09 31 X Casement Window FL16132.1 38x47 70 75 39.5 42.9 Y 12 -0221.09. 32 Single Hung Window 12- 0213.05 19x38 80 80 40.1 43.4 Florida Window and Door Miami Shores Village 561- 340 -4300 Comparison Chart opening_ # Device NOA Product Approval Size W x H Design Pressure Site Pressure + - + - Mullion Y Mullion NOA 33 Xo Horizontal Rolling Window 12- 0321.02 58x47 80 80 38.4 41.8 Y 34 ox Horizontal Rolling window 12- 0321.02 58x47 80 80 38.4 41.8 Y 35 Single Hung Window 12 -0213.05 19x38 80 80 40.1 43.4 36 xo Horizontal Rolling Window 12 -0321.02 58x58 80 80 38.3 50.2 Y 37 ox Horizontal Rolling window 12 -0321.02 58x58 i 80 80 38.3 50.2 Y DWAs I' OF ]PER89ITT1PiG, IITf =NAUN T, AND REGULATORY AFFAMS- (PM) WARD AND CODE ADMINIS- BATION DIVISION NCMCE OF AMEPTAN (NOA) T. X Wind . I.T.C. 601 N.W. le Ave. Pewpoft FL 33059 MLA=:DhbR•C0t*W PRODUCT EON11iOLsSFCTi0N 11W58W 26 Street, Roam 208 1 Wrd, Florida 33175 -24 1 T (786) 313.2590 F (786) 313-2599 SCOM 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 PF.RA - Protect Control Semen to -be used in Miami Dade County and other aroma whm allowed by the Authority Hiving Jurisdiction (AfM. Tbbs NOA shall not be valid after the expiration date stated below. The Mimi Dade County Product Cpl Scion (in Miami Dade County) ands tire. AHJ (in areas other than Miami Dade County) reserve the right to have this PrOdIxt or material tested for quality assurance purpaws. If this product or material fails to perform in the accepted mamma', the der will fi= the expense of such testing and the AHJ may immediately revoke, mod14, or suspend the use of such. product or material within their Jurisdiction. PBRA reserves the tight tQ revoke this ecooptinc e. if it is determbed by .R+Iiami -Dade County Product Cool Seedon tit -this product or materiel fails to meet the ream of the applicable building code. This product is approved as described herein,.and has, been designed to comply, with the Florida l clatlg Code, . NSCR- MON: SWIM "S eHueg Alum uzm Window (reinforeeM • ,WrI - VA.L DcIelTMM: Drawing No. W06.34 Re v E., titled "Series 605 Aluminum Single Hung WDW.(LMO -, s1Wft through 7 of 7; prey by Al -Fart aq Corp, did 04 =24-06 and last revised on APR 25, 2012, signed and smated by Javad Ahnoad, P.E., bearing the Miami -Dade County Product Control Revision Ramp, vet the Ioiotice of Acre number and expiation data by the Miami-Dade Courriy Product Control Section. 'L I EXOVO.W Glass type 1: (sheet 4) isft approved. for Small Missile hupaot:Ratsng & s .P& be installed above 30' above the gradie. 1 See Design Pressure Rathw size VS glass typo+ and reinforcement type in sheet Z,: 011 United insWled with optiorW ft -mount are limited to roc lip = +/. 61.0 psf. LABmmq —.. Each unit stall bee a. permanent label with the manufa haws name or logo, city, some and des annd follo g statement: IWMO -Dade County Product Control Approved ", noted herein. RWWWAL of this KOA shall be considered aft a renewal application has bow fReI and there has been no change in the applicable building code WpUvely affecting the perforinance of this p of act, TU�RMAIIW of this NOA will occur aver the expunticm dam or fthwe has been a revisdon or chang&in dw nmtmrials, ue, aa�clfor tnaaof cture o€the product or psoc .. Misuse of this NGA as an. eAdorseawntof my fear sales, advertising or any other purposes smell automatically terminate this H A. Failum to comply with any action of this MA shall be cause for termination and removal of NOA. ADVERTISEKMT: The NOA number wed by the wards Miami -Dade County, Florida, and Wowed by the expiration dale may be :displayed m advertising Iitwaun e. if any portion of this WQA is displayed, then it shall be done m. its eattro y. INVECTION*: A copy ofthis eta NOA.siwi be provided to the user by the ni farmer or � dim and be a�4ftle for inspection atfhe job site atthe recguat of the Building Qffcial: IU5 14Q& rGAW & remm NOA 0 89- D6ii424 and consists ofthis pie l and evidence pages E-1, as well as approval document ulaitionecl above. The: submiW demon was reviewed by Ishaq L Chmda, P.E. 140A.No 12- 8213.85 F Exph"on Data July OS; 2017 1 A D2tK Mly 03, 2012 1 11N11ICE OF ACCEPTANCE: +"4ORM iBUBb+IITTED A. DRAWINGS — 1. M=&ciur&s the drawings and sections (transferred from Be ## 49.0fU.24) 2. Muting No. We" Rev I., titled "Series 6 05 Ahiminum Single Hung WDWjgjvn)' ; gw is 1 through 7 of 7, .prepued by Al- Faroeq Corp., cried 04 -24-06 and last revisid on APR 25, 2012, signed and waled by 3avad Ahm 4 P.E. B. TESTS (tmnsfenvd fram file # x.24) 1. Test rtport on 1) Air li iltration Test, per TAS 2,02 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202-04 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation duWam. of art al uminum Single Hung window, prepped by Fenestration Testing Laboratory Inc, Test Report N +3. FTL -5439 dated 12 -1 0-07 and P TL -5742 dated 01- 22-49, both signed and sealed by Michael S. wenzel, P.E. 2. Test report on (TraosfgW from file # o7- Q404.84) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test,. Loading per TAS 2102:94 3) water Desistance Test, per TAS 202-94 4) large Missile lmped Test, TAS 201-94 5) Cyclic Load: ng Test, per TAS 203 -94 along with installs ion diageam of'an alum Single.Hung window, prepared by Famtradon Testing Lab ine , Test Report No FTL -3975 dated 10- 22-43, rrL=3 755 dated E03- 24-03 and FTL-4514 dated 01- 25-05, all signed and sealed by.Eclmuado:Lar T.F. 3: Additional test report Noy CTLA,416W dated 04 -11-00 issued by Certified Ted lab iW addendum letter Jan 22, 2002, signet and sealed by Ramesh; Patel, P.E. C. CALCULATIOM 1. Anchor Verification calculations rannplying w/ FBC 2010, prepared by AL -Farooq Corp., dales JAN 18, 2012, signed- &seale -d by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AI,- 1:w" Corp. , dtd 05- 15- 03,,signed uteri by Arshad Vigar, ?Z (fle#f39 ""24). 3. Glazing complies V THE -13o0-02 & -04. D. QUALrrY ASSURANCE I. Miami Dade went ofPermitting, Environment, and Regulatory Affairs (PERA). IL MATERU ,, CERTIFICATIONS 1. Notice of Acceptance No. 11-0326.05 issued to Solmia be, fur fir "Saflea Clear or eolered ist'terlayee, expiring on 05121116. 2. Notice of Acceptance No.12-0130.Q1, issue to Cytec Industr°ies, nc for "U.v" S I=Anftd glass bterlayer ; w*ing on 02J118/20.14. F. STAT&11MN'TS 1. Statement letterofconfornumeu FBC 2010 and letter of 90.6mciai rot=s= prgared by Al- FMOKCorporation, 01113/12, s1pid and seated by Javad Ahnzd, P.E. 2. Statement Letter of confiimance FBC 2007 and letta of no financial it t, preps by Al- Fwooq Corporadorx, dated 05/ZS/9, signed and rated by Arshad Vxgar, P:I- (fie # 04Maq I Lab compliance as part of above refemeed, test report. G. ©►THCR I. This NOA revises & ream NOA # 094W4.24, wg firing on April 21, 2016 2.. Test proposal # 07 -3765 approved by BCCO dated Feb. , 2 7. n naq L Chsn4a., P.E. Product Cmftl Raminw . >ticg Dst�,lalyl3s: 7 . APprovat Date may 03,=2 B -1 THESE Vft=WS ARE WO FOR LAROE & MKL MMU IWACT. SIMMI13. ARE NOT F=Wa. SEMN .6-05—ALUARNUM SINGLE RMV MIND DMON LM RATINGS FOR Ttd= WINDOWS TO 09 AS MR CHARTS SHOWN ON SHEET 2. APPOVAL APPLIES 70 SWIXE 'UNITS OR SIDE By SEA cuA*ATbw or sit/mfl. OR SINGLE Humo WITH OTHER VANOW TYPOS IN UMLICS Oft M OR MORE WINDOWS USM = MAM COUNTf APPROVER "WNS IN BETWEEN. . OMM =111 "FROM W=WS OR W=ON APPROVAL wax Macy to lTl=%LWsM" K ANCHM PROPERLY I MMOILAll UM. WAM AS SM MOOM SHALL BE M WALL M&M==XL AMWPLM�� NCI' SHOWN IN WESE DErAILS AM AMPOVAP A LOAD WMa" M MWMDM M.BM UT 0N W S 7 LR R tM = W T O O MSTM E W ENTAOLWWUW%WM WOOD ONLY. nr RM OW . O= rZf EQUAL WTES (SEE pESIGN CAPACITY CfdARTj so I/W_ M.. OFTOK FIN EQUAL UTES, (LIMIT DESIGN CAPACITY TO *61.0 PSr MAX.) 01A VADYH* (FOXEI)) - WINDOW VAWH 4AW D,LO. DA.A WINDOW (! :MrOT 5.375? 51 $2012 I A A'k sill :aq 9 9 �[g I t C, I giff 9 11 9 9 1 1 9 -1 glell1i'll-i1111.11TE g a all. Th 1'g g 1 9 19 9' 1 It I �11 I gfg- I tjt fl.0 .0 g: 91 •: . .6 a is bib b b u a b b b 4a b b b e b b b b b b b b b 4 bb b.b bb b b b b b b o b b b b b b b b b bl b b b b bl .*I*,. 1p. 1 G 1 la b: . bl. ral b ao- Ill :Ib b " " ff,"Its, -b Mo., to gu fillf b 1 9:1. 1 b . -, lj.�! elt I I I I fit 1 oll "81.0-ki-011 0.1 1]!,B. Ill 11 1 a i W b., I I of am • fig K vOl 11*10 1'' 10. a I �lj! ! Ill if Itl !11 gIzil t I 12; .11.121 M M I A A'k I ! :aq glell1i'll-i1111.11TE a all. -111 -11.9 Mi Al c --1 /e' AWL GLASS m ANbL *GLASS Z% W SY SDLUYA '1/81 fon- GLASS AWL GLASS 3111r.AMNz GLASS -.126* "Itra OW WFErAAV UVSIOL-U ASS" EARn 194 'PW py SOLUM 3/1e AN".—GLASS 3/1 e AhlN GUM SS DOW COFMO GO 05 1 HM SIMI) MASS /4' AIR SPACE \ V T-1/$° AM, GLASS SOMA SAFtV MG PVB BY VMUTW \\� r�Wjftmu 1-1/w Hm STRWO am r-AX AML GLASS m ,' RENT STRZWO GLASS 311e'WAt SV9WD GLASS swcm rmw comm sob CLAN TYPE, 11ir TEMP., CLASS 1/4' AM SIMM 110" WAS STWeD GLASS -ow wmpm SAFLEX 0 PV8 d? IOWTW —Vir HEAT STMM'O GLASS GLASS TYPE !j THS GLASS TYK y M 11 ' dAvwng WOW -.34 y p.p I ! Al A. o• e A ft- w. SE TYPic E 15 a1 ANCIEORS :6+1: TOR SPACING SEE LiflC EWt FOtF ADMiG WOOD BUCKS AND METAL STRUCIVRE NOT Sy. 7 M1 WwD"S AWST SUSTAIN LDADS IMPOSED BY GLAZ (- SYSTfi{•A AND TRANSFER THEM TO THE BUILDING STRUCTUM . MICA A1VG8t)R3 u6 EE.BV roR' Ole, O 1 (mi.LTr'ti�ndD' (k„.+n Kau ry -+as4' O LATOi + lA pN OR wm dv mnuCN m INTO 2w Woov txlRU iBT 15UCICR INTO cONC< OR MA90NRY MIN. EMBED WTO CONt OR MASONRY DIRECTLY INTO CM OR 20=NRY �t 1 -Ile MIN. EMSED INTO CONC. OR MASONRY �t L f8 �... 814 Sms OR- SELF . EMBLLIND (MM 2 CRO) bl a BEE SHEET 2 elMlirllMli ONTO METAL STRUCTURES STEEL • 12 GA. * U (Fy .a 36 KSE �MIAL�)� ANUMINUM : 1/S' 1)tlt MIN 1ww-i8 IN.) (STEEE. IN CONTACT WOH ALUMINUM TO BE PLATED OR WOW) 872 SMS 02 SELF DRUM& SCMMER (CAO 2 CAl INTO MlW -DADS COUNTY APPROVED UM11ONS (1/e" THK. MIN.) ° (NO SHM SPACE? rMCAL EbW DMIANCE. 1 ri IWO CONCRETE AEA. WSOWY' - 2' MEN. OD WTO WO STRUCTURE 14 ON, IINNTO. METAL WRUCN . RE 112° MIN. $ CONCRETE Al NW. SU OR JAMBS Pe ■ 3000 PSI WL ffi w 0-90 EWLLORR /RtEO M= AT JAII(1S Pm - 2000 PSI UK Law _ ALL +IOINT$ AND' FRAME_CoN1�CTIONB SuLm WA SIUtCONE bR ACNYWO SEILZ "HOLES m mr 6 m W1 1122° LOW MICpH AT EACH. ENO Of INTERIOR LEO W2 . 7/8" LONG NOM AT EACH END OK EX INOR LEG uyn {� tl • � /..Di927 � � � B Tip p S4E EtII E SPAis1PEi : flfoWNa h0�. I:ny�.wlTli F}T!t omoIV EN06--34 (UWr =ON jQAPACM TO *01.0 PW i O A. o• e A ft- w. SE TYPic E 15 a1 ANCIEORS :6+1: TOR SPACING SEE LiflC EWt FOtF ADMiG WOOD BUCKS AND METAL STRUCIVRE NOT Sy. 7 M1 WwD"S AWST SUSTAIN LDADS IMPOSED BY GLAZ (- SYSTfi{•A AND TRANSFER THEM TO THE BUILDING STRUCTUM . MICA A1VG8t)R3 u6 EE.BV roR' Ole, O 1 (mi.LTr'ti�ndD' (k„.+n Kau ry -+as4' O LATOi + lA pN OR wm dv mnuCN m INTO 2w Woov txlRU iBT 15UCICR INTO cONC< OR MA90NRY MIN. EMBED WTO CONt OR MASONRY DIRECTLY INTO CM OR 20=NRY �t 1 -Ile MIN. EMSED INTO CONC. OR MASONRY �t L f8 �... 814 Sms OR- SELF . EMBLLIND (MM 2 CRO) bl a BEE SHEET 2 elMlirllMli ONTO METAL STRUCTURES STEEL • 12 GA. * U (Fy .a 36 KSE �MIAL�)� ANUMINUM : 1/S' 1)tlt MIN 1ww-i8 IN.) (STEEE. IN CONTACT WOH ALUMINUM TO BE PLATED OR WOW) 872 SMS 02 SELF DRUM& SCMMER (CAO 2 CAl INTO MlW -DADS COUNTY APPROVED UM11ONS (1/e" THK. MIN.) ° (NO SHM SPACE? rMCAL EbW DMIANCE. 1 ri IWO CONCRETE AEA. WSOWY' - 2' MEN. OD WTO WO STRUCTURE 14 ON, IINNTO. METAL WRUCN . RE 112° MIN. $ CONCRETE Al NW. SU OR JAMBS Pe ■ 3000 PSI WL ffi w 0-90 EWLLORR /RtEO M= AT JAII(1S Pm - 2000 PSI UK Law _ ALL +IOINT$ AND' FRAME_CoN1�CTIONB SuLm WA SIUtCONE bR ACNYWO SEILZ "HOLES m mr 6 m W1 1122° LOW MICpH AT EACH. ENO Of INTERIOR LEO W2 . 7/8" LONG NOM AT EACH END OK EX INOR LEG uyn {� tl • � /..Di927 � � � B Tip p S4E EtII E SPAis1PEi : flfoWNa h0�. I:ny�.wlTli F}T!t omoIV EN06--34 (UWr =ON jQAPACM TO *01.0 PW f-�C- vm am lk FM mm T li DO WS LM en lw�e a 01 N.W. T2Tfi AVF- m POMPAW SEACK FL 33M w : rll;;L, (0") 76t-44W FAX M+). IS 1! g , i + RRR If Al .11 I I t f-�C- vm am lk FM mm T li DO WS LM en lw�e a 01 N.W. T2Tfi AVF- m POMPAW SEACK FL 33M w : rll;;L, (0") 76t-44W FAX M+). 1 3 N N oq goo r 4 N m o PIT m o l r sl > +�,� _ �.'� ": T..M. w)riocnais u c. a s r,►vE CM. ye Kom o. 12M LOW= eoa � rec 601 N.W. 1ATI4 AVE. WAANp+FLC�S9174 `. nn awst rws l POMPANO E)EACK F(, 33669 tm .eso aossuo FAX= sawis A P' <aa+c ye TEL OW):781 -4430 Fax. W4) 70-SM J47W . • I, FLA 061-24-0 — wow. (LA 0 W. m 9= CwAmm 060 & Ow. Wma ma I aum RR 21107 M N X 12TH AVE POMPANO EIDTH. FL 33M IFL (M4) 731-44= pAx (asli) Tat -4= Florida Building Code Online Page 1 of 3 Product Manufacturer Mastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. ASTM D2843 LOS ANGELES, CA 90045 ASTM D635 (440) 969 -9773 Ext 16 ASTM D638 rickw ®rwbldgconsuitants.com Authored Signature Vivian Wright ASTM E84 rickw ®rwbldgconsullarits.com Technical Representative Scott Johnsen Addresa/Phone/Email 5200 W Century Blvd. TAS 201, 202, 203 Los Anger, CA 90045 (440) 969 -9773 Ext.18 scottlohnson@ptasttproinc.com Quality Assurance Representatl ve Ron O'Connell Address/Phone/Emall 5200 W Century Blvd. Los Anger, CA 90045 (440) 969 -9773 Ext16 mnoeonneH@plastpro.com Category C=��nql Doors Subcategory fixtertor Door Assemblles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmtat, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Instltute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checidist - Hardcopy Received Certificate of Independence E 7 S2 0 Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?parent= wCrEVXQwkDgv3yWKJZ1Q... 8/12/2013 Florida Building Code Online, C Florida Licensed Professional Engineer or Architect RS5210 R3 Eguiv nP STANDARDS.odP Sections from the Code Product Approval Method Method I Option D Date Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 Page 2 of 3 Summary of products Model Number or Name Deser ff�� Smootih/Wood Grain/White Wood 5'8 'Impact! Opaque Fiberglass Single Door - Inswing JOuts wng (X - Graln/RUStiryMahogany Series 0 Fiberglass r Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yea FU 5210 R3 II INST 15210.1.odf Approval for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact ResbUIntr Yes Created by Independent Third Party: Yes Design Pressures WA Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratingt., any additional FJ t5210 R3 AE EVAL 15210.1.odf use limitations Installation Instruetlons and ud par ticulars. Created by Ind dent Third Party: Yee 15210.2 S Wood Graln/W hits Wood 18 °Impact' Opaque Fiberglass Single Door with Sidetlte or Sidwites - JR.. Grain /Rusttc/Mehogany Series O Fiberglass nswing/OutsMrtg (OX or X0; 0X0 - Configurations) r Lhnim of use Installation Instrud�ns Approved far use In HVHZ: Yes FL35210 R3 D INS7 15210.2.odP Approved for use outside HVHZ.• Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reststimb Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others See V4 T 15210.2 for Design Pressure Ratings, any additional ELfS210 R3 AE EVAL 15210.2.odf use tlmitations installation instrudions and product particulairs. Created In dent Third Party: Yes 15210.3 Ic. Smooth/Wood Grain/Mite Wood 618 °Impact° Opaque Fiberglass Double Door with or witrout SHelltes lGraln/RustWMahogany Series 0 Fiberglass Poor nswing/OutswRhg ()0(; O)XO - Configurations) Wntfs of use Installation Instructions Approved for use to HVHZt Yes FLIS210 113 IU INS* 15210.3.odf Approved for use outside HVHZ: Yes Verified By: Lyedcn F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure; N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any additional Fn 5210 R3 AE EVAL 15210.3.odP use Iimitauons, hnsFaOatloo Instructions and uct particulars. Created by In dent Third Party: Yes 15210.4 Id. Smooth/Wood Grain/Whtte Wood 61 "Impact' Glazed Fiberglass Single Door - Inswing/Out WM09 (X lGraWitustipifthollarry Series 0 Fiberglass figuration) Dow Llmifs of Use Instafladloo InstructNns Approved for use In HVHZi Yes E ±5210 93 II INST 15210.4,Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reslstaritr Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.4 for Design Pressure Ratings, any additional Fn IS210 R3. AE EVAL 15210.4.odf use limitations, installation Instructions and uct particulars. Created Independent Third Pa : Yes 15210.5 Ia. Smooth/Wood Grain/Mite Wood 618 'Impact' Glazed Fiberglass Single Door with Sldelts or Siddites lGrain/Rustic/Mahagany Series 0 Fiberglass IDoor nswtng/OWswing (OX or X0; 0X0 - Configurations) 1.111111111 of Use Installation Instructions Approved for use In HVHZS Yes FU S210 R3 II INST 15210.5.odf Approved fur use outside HVHZt Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design pressures WA Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any additional 815210 R3 AE EVAL_15210.5.odf use limitations Installation instructions and product parkulars. Creates gy In dent Third Pa : Yes 15210.6 Smootb/Wood Grain/White Woad 618 "Impact" Glazed fiberglass Double Door with or without Sidelites - rain/RustlrJMahagany Series 0 Fiberglass nswing/Outswing (XX; OXXO - Configurations) Door Limiffi of Use xrtstoilown Instructions Approved for use In HVHZ: Yes FU ,210 R3 Il INST 15 1� 0.6.odf Approved for use outside HVHZ: Yes . Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resintant: Yes Create! by Independent Third Party: Yes Doslgn Pressures N/A Evaluation Reports Othen See INST 15210.6 for Design Pressure Ratings, any additional FU S210 10 R3 AE EM 152IUmff use limitations, installation instructions and ud r Ia s. Created by ent Third Pa : Yes 15210.7 . Smooth/WOO I Graln/White Wood . '0 'impact° Glazed Fiberglass Single Door - Outswing (X - ralnJRUStlyMahogany Series 0 Flthegiass figuration) r Limns of Use installation Instructlons Approved for use In HVHZ: Yes FU S210 R3 lI Inst 15210.7.odP Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others See INST 15210.7 for Design Pressure Ratings, any additional ��Fval 15210.7.0& use "ar atiorns Installation Instruction rtia.lars. C0 IndAs ent Third Pa !!y: Yes 15210.8 http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?parse= wGEVXQwtDgv3yWKJZiQ... 8/12/2013 Florida Building Code Online Page 3 of 3 LLft r+r e: F E http : / /www.floridabuilding.org/pr /pr app_ 4tl. aspx ?param--wGEVXQwtDgv3yVVKJZIQ... 8/12/2013 h. Smoeth/Wood Grain/Whno Wood '0 °Impel° Glazed Fibergless Single Door with Sidelite or SladRes - Grein/ Rustic/Mahogany Series 0 Fiberglass Door tsw uing (OX or X0; OXO - Configurations) Limits of Use Installation Instructions Approved ft use In HVHZt Yes 115210 R3 II Inst 15210.B.odf Approved for use outside HVHZt Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Independent Third Party: Yes Design Pressure: N/A Evaluation on Othal See INST 15210.8 for Design Pressure Ratings, any additional FL15210 R3 AE 15210.8.0df M limitations Installation Instructions and product particulars. Created by Inds ent Third Party: Yes 15210.9 11. Smooth/Wood Graln/White Wood 810 'Impact' Glazed Fiberglass Double Door with or without Sidelites - rahh/Rustic/Mahogany Series 0 Fiberglass Outswing ()X; OXXO - Configurations) Llmlt of Use Installation Instructions Approved for use In HVHZn Yes FLIS210 R3 II Inst 15210.9.0dP Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistatitt Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other; See INST 15210.9 for Design Presure Ratingi., any additional FUS210 R3 AE Evai 15210.9.odl use gmttations Installation Instructions and rodud tiiculars. Created Inds dent Third Pa !!X. Yes 15210.10 Smooth/Wood Grain/White Wood 810 'Impact" Opaque Fiberglass Single Door - Outswing (X - in/RusUc/Mahogany Series 0 Fiberglass figuration) r Limit of Use installation Instructions Approved for use In HVH2, Yes FL1521.0 R3 II INST 15210.10.0df Approved for use outside HVHZ: Yes Verify By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressurm N/A Evaluation Report Other. See INST 15210.10 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.10.0df use pmitations installation Instructions and roduct particulars. Creates Inds dent Third Pa :Yes 15210.11 k. Smooth /NWOd Grain/White Wood '0 *Impact" Opaque Flberglass Single Door with Sidelite or Sidelites - inJRustl r/Mahogany Series O Fiberglass Outswing (OX or X0; 0X0 - Configurations) oor Limits of Use Installation Instrucidees Approved for use in HVH73 Yes FL15210 R3 it INST 15210.11.odf Approved for use outside HVHZ: Yes Varltied By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created ttylndependent Third Party: Yes Design Pressure: N/A h"Mon Reports Other: See INST 15210.11 for Design Pressure Ratings, any additional EL15210 R3 AE. EVAL 15210.11.00 use Wnitations, Installation Instructions and product lars. Created by Inge t Third Pa : Yes 15210.12 11. Smooth/Wood Grain/White Wood 610 4mpact' Opaque Floerglass Double Door with or without SddelRes - raln /Rustle/Mahogan y Sere; 0 Fiberglass Outswing ()X; OXXO - Configurations) Limits of Use Installation Itstructions Approved for use in HVHZ: Yes FL15210 R3 H INST 15210.12.0df Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact R taint: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Otter: Set INST 15210.12 for Design Pressure Ratings, any additional X210 R3 AE EVAL M10.12.odf use limitations, installation InstructJprig and pmduCt rticulars. Created by Independent Third Pe : Yes 15210.13 . Smooth(Wood Grain/White wood '0'Impacr Opaque Fiberglass Single Door with Surface Botts - In /RustIOMahogany Series 0 Fiberglass autswing (X - Configuration) [Door Units of Use llftstogathm Instructions Approved for use in HVHZr Yes FL15210 R3 U INST 15210.13.odf Approved for use outside HVHZt Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resit Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Otiten See INST 152 0.13 for Design Pressure Rating;, any additional FLIS2110 3 AE MIM3.odf ues limitations instag2 on instructions and uct niculars. Created by In dent Third Party: Yes 15210.14 in. Smoctla/Wood Graln/WhIte wood `0 "Impact' Opaque Fiberglass Double Door with Surface Bolts on Acive in/Rustic/Mahogany Series 0 Fiberglass r panel - Outswing (XX - Configuration) Door Unit of use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210 14.odr Approved for use outside HVHZI Yes Verified By: Lyndon F. Schmidt, P.E. 43409 . Impact Resisixuib Yes Created by Independent Third Party: Yes Design Pretsuret N/A Evaluation Repeats Others See INST 15210.14 for Design Pressure Ratings, any additional E}5210 R3 AE EVAL 15210.14.pdf ues Iimitatloris, Installation instructions and r�ud rtl alars. Created q In dent Third Pa :Yes LLft r+r e: F E http : / /www.floridabuilding.org/pr /pr app_ 4tl. aspx ?param--wGEVXQwtDgv3yVVKJZIQ... 8/12/2013 R w R W Building Consultants, Inc. B Consulting and Engin, wing Services for die Building Industry C PA. llaac 230 Valr FL 33595 Phone 913.659.9197 Florida Bare OfftO O nrel &Wit as Cafffiaae OfAuftYkaft Na 9813 cry Sub Category Manufacturer Product Name Exterior Pte. Inc. Smooth I Wood twin i White Wood Grain Doors for Door gm W. Cerdlrry Ord. Rustic I Mahogany Assemblies Los Angeles, CA 80048 Sarin 0 Flbarglaae Door Phone 440.969.1 n Irk-d». Nh ft . &— _ Scapa: This Is a Product Evaluat�rn reportlssued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System 10 # 1998) for PIUVro. Inc. based on Rule Chapter No. Stet -3, Mid 1 D of the State of Florida Product Approval, DepaMM4 Of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor vAT acquire financial Interest In the company manufacturing or distributing She product or in arty otter entity Involved in the approval process of the product named herein. thnitetJons: 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FSC) structural requirements Including the °High Velocity Hunkene Zone' (HVd-IZ). 2. Product anchors shall be as listed and spaced as shove n on details. Anchor embedment to base nmtertal shall be beyond wail dressing or stun. 3. When used in the'HVHZ° Oils product complies with section •, 328 of the Florida Building Code and does not require an impact resent covering. 4. When used h, arm outside of the °HVHZ" regulrlrhg wind borne debris protection this product compiles with Section 1609.12 of the 2010 FBC and does not require an linpac8 resistant covering. This product meets m1sa8e level *W and bhciudes Wind Zone 4 as defined in ASTM E I OM and Section 1609.124 of the FSC. 5. For 2x stud framing constructmh, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions lug deviate from the details of drawing FL- 15210.1 require fartiher engineering analysis by a licensed enginew or registered arcMtacL 7. Outwft contiglnatorm meat water Infiltration requirements L r 14VHZ°. AN outer configurations do not meet the water infiltration requirements for the •HVHZ° and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such #rA the angle between the edge of canopy or overhang to sot Is less then 45 degrees. 8. See drawing FL- 15210.1 for size and design pressure limitations. 3 Documents: 1. set ROM N% Test Stan-dad resting Laboratsro Signed by TEL-01390365 TAS 201-94,202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC -05. 255.18776.0 ASTM D 635 -98, SM- 03,1929-98 & 2843-M ETC Laboratories Joseph L. Dolden, P.E. ASTM G 26-95 ETC46- 255 - 17412.0 ASTM E 84.05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07- 209.19 3.0 ASTM D 6XHM, MM, 190 -98 & 2x48-99 ETC Laboratories Ben Meunier 2. Drawing No. UgOM by Sinned & Sealed blf No. FL- 15210.1 RW Suodi ng Ccnsudtw ts, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Cale -imone Prepared by Signed & Seated by Anchoring RW SWW" Consultants, Inc. (CA #8813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance CerNeWs of Participation issued by National Accreditation and Menagement Institute, certifying that Piestpro. Inc. Is manufacturing produces *thin a quality assurance program thr.: complies with ISOMC 17020 and Guide 53. Lyndon F. Schmidt P.E. FL PE No. 43409 2/1712012 PF 1596 Sheet 1 of t 1 0 -\A - ftJeds\PrOJOct FOIdOB\Prol 1501 - 1600\PF 1596\D. RWOC arm4ngs\20I O\FL-I 521 O.dwg, 2.1 tn if A 7923' MAX OA. HEGHT -7 I 13 116i �6m l� 0 a. P I I I I— PJASTM i FMMWL4W DOOR X H.4 PART OR Z�- By CWtWCate Of AUVWdtoBon Na 0813 BE. DATE I OM PAM MTAAS 2--ea-et- RMSONS LW40n F. SdmdA P.& " 43M 0 2012 R.W. HLk— .. .... ,, -- ... cl % P I I I I— PJASTM i FMMWL4W DOOR X H.4 PART OR Z�- By CWtWCate Of AUVWdtoBon Na 0813 BE. DATE I OM PAM MTAAS 2--ea-et- RMSONS LW40n F. SdmdA P.& " 43M 0 2012 R.W. HLk— .. .... ,, -- ... AA - Projects \Project Folders\proj ]SDI - 1600\PF 1596 \0. RWBC Drdw -,6s \2010 \F1- 15210.dwg, 3.1 �� a .... �'° ° . y M1 ' • . 9 n 4. ° fll v r r CW r r I� � A E=lr IM a � A r 113 + a O ERe I� o t X .y r rn a I70 0 N a D i PROD=. O.Ounwfv P^P-" Ho O m •T n�i 2 PIASiPRO W. OM riwis, we P.o. eox aao vwroD tti a�a PMm Nos atS.Q69A197 FlaWo end ProfWlWml EffgbMw OR ASSEMBLY: Ht1RIZONiA1 CROP SiCiIOWS p -� y r of caf a B87S 2� Iphp p Lynn F 8oMd�A, P.E.Na k' �1- PN�jPfO�kf '!A'�FB�W0115111- IBOO1VF199fi1D. NWBC �nrmhx�eVntmaantn,m..nt a; ro • •a a • a , a' u u • aD • o 1 .A O I O Y ON Q© u • 1 Y � u } i Q • 11 70 •P. P o < P. P q . a p ., ♦ P q ' s , nD 14/4" MIK EMB. (TYP.) . •A s Y7:1•�Illa.' r P ��pp /.'OI�LYlf� tVC. TIN ° P7AS4PRO W— R P.O. Eaa ?3o t Fl. a7s9a Wan. aet Mse69At97 A N C -xi ao PARf OR Llti C�Ufl eama or P E�bra. vl c..a� a K. asta VER,UL CROSS SMTM z.t6•rL LrKlon P. tom. P.E. mm 43109 ® 8018 R.N. BWLOWO Cm♦�w.rwre INe. aU- hojft� Fdko%oq M -1 . awes oNa u�uoao�t,szio dv�l sa c � OVERALL HEW o-'■ -0- -! m H ,0.06• N � ll a% 3 ro � o x 4.65' � r -- 9.63" _• ��— 0.1 r ®C —:ZD® o O c ox b O C= p p .� � I . 3.61° . ,s, PR=ff. _ PL4SiM PYC. P0. Pltw. Bw s�s98. Jlr we, e�s�a�tn PART OR A'SE„aLY wp proftubm 3 —POINT LOTS( DETAILS ^ Lij�fy Z• /G :2 Lyndon P. SdMA& P.E Na 43409. dOIZ N.W. 9YtLO1Nfl QONBYLTANT•tNQ. AA - Projects \Project Folders\prq 1501 - 1600\PF 1596 \D. RWBC Drowhgs\2D10 \FL- 15210.dwg, 6.1 22 all X S � p O V 242Y 233' 150 PRODucr, 3 PUISIPRO ° MEWSS DM JL P0. Bax � vdnoo fl am�e N _ PAaa Nat m3.�A/Y7 $ A y w PART OR ASSEMBLY: C�tlrtoob 0! ADUw+�.13 �° ro 3 —POINT LOCK DETAILS �j/- SG.�2•�►•�2 LyeWDD F. Sdwdit P.E. Na 43409 BO78 R.W. BYILDIND QONB1]LTANT!! IND. :\A- PrOjects \Project F04ders\proj 1501 - 1600 \PF 1596 \D..RWBC Dtrnving;\2010 \FL- 15210.dw9, 7.1 X X 9e #3�5 i 1 I 16° MAX. I _ f Y Uric a' I� 31.19° 31.19° 1 1 1 i 1 I 16° MAX. I _ f Y Uric 3i X t� x P x 9a �A A •r I I � I I Y•: i 2 I I I i I_1:4 s 14MAX. oc.prPa IV fn o �p awB ma a z PUISIPRO W R P.O. Poem Bex 23D VaMoo At see Nes e�alMAtC7 N Rioefdo Bond d P,efokrgi En, c y PART AND ANOHp�((g a.eewe. a �auo 2813 a N L�2.lG•�2� R Soloeddt. P.E. No. 4740 I� 31.19° 31.19° 3i X t� x P x 9a �A A •r I I � I I Y•: i 2 I I I i I_1:4 s 14MAX. oc.prPa IV fn o �p awB ma a z PUISIPRO W R P.O. Poem Bex 23D VaMoo At see Nes e�alMAtC7 N Rioefdo Bond d P,efokrgi En, c y PART AND ANOHp�((g a.eewe. a �auo 2813 a N L�2.lG•�2� R Soloeddt. P.E. No. 4740 AA - ft* h \Project Falders\proj 1501 - 1600 \PF 1596 \D. RWBC Drowings\2010 \R- 15210.dwg, B.1 1.4 12r w � N �ls Sr 13° A I N W 716 G.93T �I•. ' : ' 1 ° — I PL4SMW WC PO e� aw vau z _ Phew �, etae6o w9� Pbrim 6owa �► P1.... ,e R�DR ALT: fiY %� b Org� No. 9673 REMSIONS N '� LyMsn P. S h tAt. eut o><MATC�Is �1# 410N MA1�U1 A B C IxBUCKSG�o.S� 2X BUCK SG X0.55 1!4' MAX. SHIMSPACi2 wooD WOOD �.t a D 1/4' 23/4° PFFI ELCOOR RYV CONCREIESCREW yryEg m E G MASONRY- 3,192 PSI MIN. CONCRETE CONFORMING t0 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 i!4' X 33/4° PFH ELCO OR RU/ CONCRETESCREW ��� STEEL 8 6 5 4 H 3 /15'x3.1 /4°PFH IfWCONCREIESCREW STS I L 1 /4°X13 /4"PFHELCO OR IIWCONCREfESCRElN &X_ 2-1/2° Pfli WOOD SCREW STEEL �� 1 Y FB38t JAMB COMP. / YWYI. 2 flNGBt JODVIED PINE FRAME WOOD 7 WEATFELSiRiP FOAM 8 DOOR BOTTOM SWEEP yam, 9 -4°X4' 11 BUTT HINGE #9 X 3/4' Pfli WOOD SCREW Sly STEEL 22 23 25 27 28 3 muwaff LOCKS BY HOPPE) MULTFPOIPIT PLATE SYSTEM) LATCH AND LTSTRIKEPLATE (TONGUE ) LATCH STRIKE PLATE _ DEADBOLT STRBO: PLATE (S Ste, STS. �, �, STEEL 4 r 29 ADATHRESHOLD ALUM 30 OUISWINGIHRESHOID ALUM/WOOD 31 32 OUfSWING 1HRBHOLD OUISWING THRESHOLD ALUM/WOOD ALUM/WOOD 33 OUTSWINGIHRSHOLD ALUM/COMP 34 OUTSWBJG THRESHOLD ALUMlWOOD 36 INSWING THRESHOLD ALUM /COMP 37 MLSWMG THRESHOLD ALUM/MlOOD 60 MULT! -�XNf STRUCE PLATE y�g, 62 38 1NSWAIG THRESHOLD ALUM/COMP 40 DOOR PANEL - -SEE DOOR PANS. DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 1 -1/2° PF!•I,SCREW STC�. 57 BACK@YG PLATE y�g 58 0 z s o 02 16 � N.T.S. 9 om en JK m' a*L on LFS 3 WAR "a d FL- 15210.1 a � aP #S x r PFH ws y� 60 MULT! -�XNf STRUCE PLATE y�g, 62 LOCK ASSEMBLY S� Florida Building Code Online m , Page 1 of 2 IMP Ard Ilea Name who developed th Ev ian QualRy Ash En ft Quafty Aswr WM Contract EWt2thm Data VMded By T M WhUbM LLC 601 aw 12 an Pompano beach. R. 33064 (954) 781 -4430 corn Rank Bermard0 ftanicoengweP•com Windows R>wd EvakwVW Report fray it Rak:a Re9Mbued Arcnttect or a tJOerreed Fkrma Professional Engkrea' ® EvaWOM Report - M d.W Reeet,.0 PE- 0046549 Natural AcavdIagon & Martapeffmnt IrWdbjte6 12/31/2015 Kefth E. Laino% PE ® Value Cheddlst - Flardoopy Recelved figughkEd UK TAS 201 1.994 TAS 202 1994 TAS 203 1994 Method l Option D 08/24/2012 http:/Avww.floridahuild3ng.or&Wpr app_0. mpx ?ip - m= wCTEVXQwtDgsDEYerPIwIL.. , 7/25/2013 Florida. Building Code Online Page 2 of 2 aaw vandaw 10n=/=u Ode Pw4ng FSC Approval 09/05/=12 b to A 10/18/012 Q� r :: 1940 Ndrtfi Monroe $/pet. TONMOSM R 12399 ffiene: aSNi 1826 nm Smote d FbrlOa Is an AAjM empbW. rr ht 2007 -2010 St to of .:: Mom ACOM60ft SMMnwmt :: SAFE h4: / /www.flori&building.org/pr/pr app_ M. aspx? pu=7-- wCrEVXQwtDgsDdFYerPIwH... 7/25/2013 -1 5 sg*4-- PrOmal. EE valuabon ftpod AUJWA 2W2 :NwvW Z Mr rl E 12.TIYW-.04 TM WO-OMM LLP QQIAW, M- Ave. Pomparto Bmh, Fktfda 8M-- SOrles 30 Akmdnum Fbod lMrxbN Larp & smedl wx& impact ftswAa .Thb Produd-EiWus%n ROPOlt Is " bomW in nomr4am wfl h the Fequkomeft of Ow FW&.-- -D rmrdN*dfRW#M$WWA&tS� I kC I(C bt-AtMMWft. COOP f W mw t� The PrOftd: O*d 4bom foe bom i"� snftr ov4i*d ad siummaybod'horain to stow,corrokma . wgtx.ftX kw-thsPWPOWfnbWWW oth"W hyfm Code" Re-evWwkbn oft* pv*mt Walo. j; d� ;7 00 'or roAsbm T i z` RS ftwftl"2-"M-M Wed*'Ssdes3WAkW*= f:kiDdftdW, "M 1-0, prepamd by .a*9w4ftww, sWW&MW%d by.Fm* L Omwft PX-.Is an fro pW of Rq*p" *ARM St W* SbU*11W pot*NMSMG fm Ow teged In aomft= wM TAS M teasbudw& pw tW mpof<s) #011,01-12 by*WIM TOOLOof ftuft Fxff Wa (ATL). Largo dap resiet mWayck lMft pvqftMwoebm-bew kGW In a=mbr=WM TAS aOf,=&M,U St. $h,rAW4ft.pW- grq .(ATW► M M Wo" V"n tW bw UBW In ft.4d" 1.60 SW l.$7"*A.vieutpE*.iO6EIOERFIEL06PAcM FL- 3.3441 PiioNc-.i 9$4-3`64-0-f60 ?A*,%- www.:E"ua:exp.com EXPRESS® __ August 23, 2012 TM Window, LLC. — Series 300 Aluminum 1'ixed Window pQ Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG lnterlayer (NOA # 11-CK-24.02) • DuPont PVB Interlayer (NOA #11 1118.03) Impact Resls#ance: Large and Small Minsk impact Resistance has been demonstrated as evidenced In prevw* listed test reports, and is accounted for in the engirwring design of this producL iMind Load Resistance Each product has been designed to resist wind loads as Indicated In the design schedule(s) on Its reserve Product Evaluation Document (Le. engineering drawing). Installa>don Each product wed above shall be install in stmt compliance with its respective Product Evaluation Document Q.e. wovering drawing), along with all ounponents noted thereln. Each product component shall be of the material ,pecified In that products respective Product Evaluation Doaurnont (La engineering drawing). UmitWons & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document 0.9. engineering drawing) as noted herein. Alt supporting hest stnrctures shatl � des�ned to � exist all superimposed loads and strati be of a r�riai l in satin prodtncYs restive anctmr schedule. Host strucicnre conditions wh�h are not acc�rnted for in esch pr�trct's respecfi+re anchor schedule shall be desu�ned for on a site- specific basis by a rid prof�sbrral engines Ail carnpo=ft which `are permanently ltStalled shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 121" AvENue #106 DEERFIELD BEACH, FL 33442 1. PHONE: 954 - 354 -0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM i. j R m TM WINDOW & DOOR SERIES 300 AWMINUM FIXED. WINDOW LARW AND SMALL MISSILE IMPACt -RESISTANI' swmwPosw)mw- wmUmw amom SHP" ee4mqqom y TO Mwwtwmm TO" vasTms"Ram 6, SEPSVmCffauMmm 7. AL WKWOMWML BE 063-TS =MUM ALLOY, MM W= UrfMRWM & W=ft SSW(W FUM CONGN. UMA"MN $WWAJAM 0AZ= SM OM SKULN $MUM Vmsmam* Xv. 4MM U. " iDLiPODJY = " & h C COW IL sl PUP= W , M A"MMMOWLAND LARG9MMMUMPACr AMMMN& SOMASS"O FOR MY ReFralcium FL *-1,5920.1 H R lr WX FMAKC1 M rMA9C OR 3° POSSIBLE A#CHMCfURAL SHAPES: bm'mmas'"w "'m mxmmiND SHAM 1 N A i-► NMI LWIJZ x� ti if � � a It oil jai � � 101 � TM WINDOW ANDPOOR, LLC sos rwe Ltrxave. FL 9,75 11 um `,;.qj24 ,z.uw. . ,� ow i --. , *�**"',',*-."�,�.� �- .VA.WTAam ris Raw"Im AmaMd"PUTAo " P raDWAUN W8 m W ANN. A= Am. mm W" If-% szq�w V4. 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X&%Dm ftwae lb" #z Eno mm wooft fm j am w am*m UAM" sm ALL Sam smu 'sue. miam FL *15920.1 1 I Vol 4WI - U O.W . I 3JM- NOM RsAT#&485lWMW4M OAM 8270 . d-6 oo3a glen* 0. 8�10.080 am D.570 O.M 0�- 000s a. E- E F., 'NOTE,. EMUSIONS -NOT TO SC" FL #15920.1 �i All I m T : . 1 0 IMHUI a affi 4t to MtAMNOF DADE COUNTY PRODUCT CONTROL SECTION ' t t @D5 SW 26 Sheet, Room 208 DEPAR F�G� $I+NIRODIA iV'r, AND F�GULATORY Mme, Flortda 33175-2474 AFFAIRS (PERA) T (786)345.2590 F (786) 315 -?.599 .BOARD AND CODE ADM1NiSTRATION DIVISION w+MaaNmidade. yip NOTICE OF ACCEPTANCE (NOA) 'x.114. Windows, Ur- 601 N.W.12P Ave. Pompano Beach, FL 33M '1nis 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 PERA Product Control Section to be used in Miami Dade County and other antes where allowed by the Autho* Having Jurisdiction (AHD). This NOA shall not be valid of ter the expiration date :+fated below. The Miami -Dade County Product Control Section (In Miami bade 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 meaner, the monufactmw will incur the expense of such testing and the AE3 may immWiately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this a Aptance, if it is determined, by Miami -Dade County Product Control Section that this product or •materW fails to meet the requirements of the applicable building code. t wife the Florida Building Code, This product is approved as described herein, and has been designed to comply l?ESCREMOP(_: Sories-249 Aluminum Outswing Doors w/wo Sidelites -L�11q 3 .ROVAL DOCUMENT! Drawing No. W11-03 Rev B, titled -Wes- 249 Alum Out-swing Door w/ Sidelitss (L,.M.Lr, sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sear by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with i- NM— of Anmnftnca numlW and armnoval date by the Misml Dade County Product Control Section. MLSSIQ.E DWACT RATTING: Large and SSmaU Aiasile Impact Resistant moron: Vs and/ or threshold type 1. See sheet 5 for single or double Door Design pressure (DP) tatitrg glass (Exterior W warm limit) and! or threshold type. Lower DP 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type s rating of Doors or Sidelit" shall control when combined together. di or threshold type, limiter t4 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type sn single door application only. . LABELING: Each unit shall bear a permanent label wits the manufacturer's name or logo, city, state, and series and following went - hr=Nzade County Product Control Approved", noted herein. 'on has beer filed and there has been no cage R>�NEWAL of this NOA shall be considered after a re�newal � product in the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the Miration date or if them has been a revision or change in the mtateriah6 use, and/or manufiwt ure of the product or process. Misuse of this NOA as an undarsemerrt of any product, for sa1ce, advardsing3 or anY Other pwposes sal aulomotcaly terminste this NOA. Failure to comply with SAY section of this NOA shall be cause for termination and removal of NOA. AD : The NOA number prweded by the words Miami -Dade County, Florida, and followed' by the mWiretion date may be displayed in advertising litmatnue. If any portion of the NOA is displayed, then it shall be done in its entirety. or distributors and INSi'EcMON: A copy of this entire NOA shall be provided to the user byO� �' shall be available for inspection at the job site at the refxest of the �� pages E-1, as well as approval This NOA > NOA # li- x21&05 and consists of this page document mentioned above. I L Chanda, P.E. The submitted documentation was reviewed by ism NOA No 12- 0206.14 C=Appmvs1 ation Date: Apri121, 2016 Date rMap 0&.2012 @1 L Wr VHindM LLC. NOTICE OF ACC1�10E ENCE SUBNIITI'LD A. DRAWINGS 1. Manufacturer's die drawings 101 sections ('transferred from file* 11- 0218.05) 2. Drawing No. Wi1-03 Rev B, titled "Sera- 249 Alum Out - swing Boor w/ Sidelite s 9,.M1r, sheets 1 through 16 of 16, lxvpared by AL-Farooq CoimMticn, dais 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This mvision consists of FBC 2010 notes only. B. TESTS (transferred from file # 1142 ,,8.05) 1. Test rem on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform S•'atic Air Pressure Test, Loading pe r 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 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing doors W/ wo Sidelites (samples A -1 thra F;-1), p vp zed by Fenestradon Testing lab, Inc., Test Report No. FTL -61689 dated 12/14/2010, witnessed by Jorge A. Canso, P. E. and signed and seated by reviewing engineer Marlin D. B6vion, P. E. Note: This test report has an addendum tether dated Maxch 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. B. C. CALCULATIONS 1. Anchor verification. calculations and structural.analyms, complying with FBC -2007, prepared by Al Faruq Corpc.ration, dated 02,q7/11 and last revised on 04/01/11, signed and waled by Javad Ahmad, P.B. (submitted under file # 11421 W 2. (hazing complies w/ ASTME-1300 -02 & -04. D. QUALITY ASSURANCR 1. Miami Dade Department of Pemittin& En*omnollt and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Act No. 11462 3.02 issued' to E.i. DuPont DeNemouc's & Co., i n►. for their "DuPont Sentry Glass interiayer V, expiring on 01/14/17. Notice of Acceptance No. 114325.05 issued to Solutia Inc. for their "Soflox Clear or colored interlayee, expiring on 05/21/16. P'. STATI:1Vx NTS 1. Statement letter of connfornsance FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, 01/19/12, .-deed and sealed by Javad Ahmad, P.E. 2. Statement letter of conform01100 FBC 2007 and letter of no %uncial incest, prepared by Al- Farocxl won, 02117111, signed and sealed by Javad Ahmad; P.E. (submitted under file # 11421&05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11- 82MOS, expiring on April 21, 2016. 2. Test proposal # 10 -0017, datr i 01/06/10 and e-mail test revision dated Oct 0612010 approved by BCCO. T —q L Che lft F.E. Product Control EMmhrerr NOA No 124208.14 AprU 21, 2416 raorsdon App Dote: •May 03, 2012 E -1 Lm sE rn saa o � .e. L1LMS. D4.0. HWW (OAR SNELITE) r FRAME HEI W - 14.878° 4, 1).40. M1DTH ) - ( n{ 24')/2 11.875" �>xttt,ela 2S9 AiTJMINLiM P1ta,�tCH DOOR 11 SiDEI.Pl&S APFROYAL APPLiffS TO W OI.E (1L) AND DOUBLE MQ LEAF DOORS 1V1TH di WLTHOUT SIDELiim SIDE UM CAN BE W ONE OR WM SIDES OF DOOR. SEE STET 8 FOR DESION LOAD CAFACM. Ate sHALL RE as L I8,ED, SPACED AS SHOLVN ON DETALLS ANCHORS Lin To BASE MA1fFW. s*wu BE BEYOND WAL nRESt�INO oR sRtuxa ANdtOF91� OR g"No ct "O'NOT z IN THESE WAILS ARE Nor pARi' OF�THS APPROtiAL. A LOAD DURrMOx uccI ASE SLAB Qr OEM /OF�AAMOaS INTO WDOD ONLY. C.MLE OliOBBO ,WM OSSM%,ff NZATdtiA4R SfA,I MEET THE RMUMM S OF IM RAVDA Bt= CM SOOM 1008.8.4. 4, WarA4ALIE0 0N / 38 DIV LEAF Vl ( x ) asim 3' 18° DOOR OPTION'S MPS/SULUS ME ROM FOR LARGE AND MYU. M1S U IMPACT. SHUTTERS ARE NOT ROM e se a /8° ss e/s LEAF fl�,Lt (xx) LEAr.mm gw l i • , c .: amp Has W11 -03 \\ i It CPTww N! It_1 \ II/ r XFm DOOR OPTION'S MPS/SULUS ME ROM FOR LARGE AND MYU. M1S U IMPACT. SHUTTERS ARE NOT ROM e se a /8° ss e/s LEAF fl�,Lt (xx) LEAr.mm gw l i • , c .: amp Has W11 -03 N ON END OF I smnm m ED lip ru Y C r m -,a„ s-z�a ,aw mu- cow a smEta� (LX TAL YES uc. i a MAW w cam Im SREU Wi N.W. 12TH AVE i a ep x�no POMPANO BEACH, FL 33M a W ac bp TEL {es) 791-4430 FXL (eas) 7s, —WS III li � 'n0K$ owmansamww" = - -YAW �4 e N D.L W4L 38 L/!: I no 0 KOTF- SWQ KUNo wINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp X +65 * --80 PSF DCr.(+) Op WH HIGH THRESHOLD, umrrED TO +58 PSF WITH MD. THRESHOLD owamom=m (LAC �li� W11 -03 i / / Aar ( x ) ams IMF (X) TxlaaTS LTtraoLlr smmus DTWW TOAD CAPAWY - POP Fr:AME TAD1H INCKES 1RALE Kex1Frt NR1ES 1 • ��• TRP89 °B `81' OQ +) -Tar. 8DA �O aR - iQDA 141.0 .12 t� R 8T0. ,1 L0 L2d11' kXT.( +) LWODS TO S&O PW 4 xam Zow)t THROW SO.T LOCK, LEY OPERATED ON EXTERIOR AND THUMB TURN ON DMTEWOR A7 EACH ACTIVE LEAF LOCK MILE. 48' FROM BOTTOM CONVENTIONAL LOCKSA'T WN KNOB KEY OPERATED ON Ex1ERIOR AND THUMB TURN ON 1NTEI00R AT EACH ACTIVE LEAF LOOK STILE. 3S -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FUM BOLTS AT TOP & BOTTOM OF EACH LEAP IOOX S11LE (4) AT DOLME(XX) DOOM (2) AT �N�E(Xi DOORS offflm MULTI -POINT LOCK SYSTEM WITH LOVER KALE LOCATED AT b0 -1/2' FROM BOTTOM OF ACTIVE LEAF U= SIRE FASTENED #12 -28 x 2 -1/4` OH MS META-UC MM PLATE AT 40' FROM BOTTOM OF WACTNE LEAF LOCK SZE FASTENED WITH (3) #10 X 1/2- PH SMS M NUALLY OMMICT, CONCEALED Fl.iMH MOLTS AT TOP & ATOM OF NACTIVE LEAF LOCK STILE 10 OPERATORS AT FASO" WITH ()1 32 1 'rf = BOTTOM CM OF ACME AN= WJA DWR VW ( -) DOOM 00 OW DUN WINOUT UWUS DFBM LOAD CAPACS9w - Par FRAWa aTDTx INCKS FRAIS 1DaSxT 9WHIS 'A'. 'At'. `ffi 03 'BL «Fd +) O ( -) 1A I 00A gv&"m ton ( -) DOOM 00 OW DUN WINOUT UWUS DFBM LOAD CAPACS9w - Par FRAWa aTDTx INCKS FRAIS 1DaSxT 9WHIS 'A'. 'At'. `ffi 03 'BL «Fd +) O ( -) 1A I 00A +S')N SNR88fIDLD LIAR W4+) ow TTO as PW OFMON al m -B AN OP AT 12' FROM EACH END OPIM 3-1 ALUM PIVOT HINGES. AT 12' FROM EACH END AND ONE AT MIDSPAM OF LEAF. FASTENED TO FRAME NfIH (2) 1/4-20 X 1- 1 /�aMS FASTENED TO PANEL. WEN (2) 8 /18^1D X 1 -f 2 MS WALUM FRAME CORN= AtO Q AZDtG BEAD TO PANEL. SEALED WITH MITE CO AREO BMW SEAMS SETWEEM M=OO AMID JAMBS SEALED "M Mal M / SUMAC Lair Wm w rm s a. N OT�f81 TOAD CAPACIW -- FSF W= aim � I9WMWW ex n TFW& 42 1N OIA>is :YPN ®89. wDY Folt 810. 7�1OWMD tgL E�) LOW 10 WA POF NOM GLASS CAPACMES ON TFSS SHM ARE BASED ON ASTNI E1300 -� GUSTS) AND FLORIDA SURDINO DECLARATORY STATEMENT OCADS -DEC -219 �v Q F wit -a3 Ft U, �)�TO� NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON AS[M E1300 -04 3 SEC. GUSTS) AND FLORIDA BUB.DNC COWISSION DECLARATORY STATEMENT DCADS —DEC -219 NOTE- FOR DOORS CAPACITIES SEE SHEET S. ) FOR SIDEUTE CAPACMCS SEE CHART ABOVE. WILL APPLY S SYR ON SIDELTTE CHART I lu -,I NIB 10"X3 ([xo) �Xwi tom) 20ir•. � ; lt� Ea oil INJ no. W11 --03 HM s7R MO am L-X PVR or 'SOLLIw •3 11e HEAT sWOM CLASS t .ti A'O OR V OJUM .� AND 10 -1 /a• O.C. 1� x3/4 1� 1 4 LLM a PER LDE, A7 0' FR= Ews GLAw rtTg,'Ai GLM TYPE `B' =.._S_ LM-4�k. a�31' x sue' QOM a PER u1� AT s• FROM � GLA3S TYPI$ '$.1' w" TYPE `i+" 3i' ilh F� r ii F�i, rr� RA IWIJ AIM 7 . `• W11 -03 ehea! 7 3 /le mm MOM t8A= �u e RM Own atm ,/. AM %VM ,/R AIR Brace s She SFMN'O OLM 7� g 3 /!e t E MD N ST MASS 3118' HEAT or6m HUBS ,pBp NFERLMM FQ 1 An INIEwim mo sondAm BE mmm S7 'DtdPQNT' H1*A7' STrom 0U19s a e SAnix Pe or "&flLN9A' 6Y 'OtIPCSdI' 3/10° HEAT STFOM MAM � 0tiE1RAYFR Q� 3 /!e FMAT SfPEMO 61A89 3/10' w SR364ib 0LC44 GE RWOM JYIRYOIAR SY 'DIIP'W1i i sucm SRIWI,E SE 1x00 i/$" NEAT s1RENb 41AS8 W 1200 1 CE ,m mxm CEC,?de tgoo .� AND 10 -1 /a• O.C. 1� x3/4 1� 1 4 LLM a PER LDE, A7 0' FR= Ews GLAw rtTg,'Ai GLM TYPE `B' =.._S_ LM-4�k. a�31' x sue' QOM a PER u1� AT s• FROM � GLA3S TYPI$ '$.1' w" TYPE `i+" 3i' ilh F� r ii F�i, rr� RA IWIJ AIM 7 . `• W11 -03 ehea! 7 wow BlICK WE &• 1) HQH THRESH= APWO FOR WATER VOW*L= LIMIT WX UMIT Not LOADS To ICK1. WA 0 P Lem To FW Cocusue rl cow pa X41TI& APWD FOR W= Resswu UMW WX tv(+) LOOS To 58.0 PSIF 9 E WOOD BUCKS AND METAL STRUCTURE NOT By TM WINDO" MUST SUSTAIN LOADS IMPOSED BY QLAMNS SYSTEM AND TRANSFER THEN To TINE BUUNG STRUCTURE. TYE= AN SM nw. M SPACING nWI77-ok FW05 -INTO --2—BY WCIDD BUCKS OR WOW STRUCTURES I-llr mum. PENETRATION INTO wow THRU 118Y SUCKS INTO CONC. OR MASONRY 1-1/4" UK DOW INTO CONC. OR MASONRY DUMMY INTO CONC. OR MASONRY 1-1/4, MIN. BMW INTO COKC. OR MASONRY 1/4-" OIL Smy-DRILLIMIL11cmW (Gum 5 CRS) INTO MIAMI-OADE COUNTY APPROWD MULLIONS (MIN- 1W truo METAL STRUCTURES N STEEL - 1/& TW. MIN. (Fy - 7: Mt.:. ALUMINUM - J1W THX, MIN. (6003-78 MI (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) K 9 V-0 TYRO& lum perANCE INTO CONCRETE AND MASONRY MW WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT WEAD, Bill OR 4WO fs - 3000 Fill MIN- 0-90 HXWW/FUM SLM AT OASS fffs" 200 P8 MIN. 40 "To VRW SPAMG LOW THRESHOLD pGT A"V FM WO INSISIANCE Wi I ,!gal '.`.1 cww vr,v�n. �p sim-249 ow aft -mm on wJ � NW AL- FAR004 CORPORATION a dommum X241, �. PER as ,�, ae nos T.M. W. 121114 E a� a nve 801 NtY. 921H AVE 9FLO1A3S374 POMPANO BEACH. n 33M W- �asoam FAL(POM960MOOM 7Fd. '19a) 781 -"30 VAL 04) 781 -9078_ YY11 -031 'IirJ� Re ,y 0 3/8' x ,r . - b . - .d 4 i . .,. ALI • 2 � a� drowhv am W11-03 y r d 6yy41 p0 J W/ so Us LLC. H AYE. ✓CK FL 33089 4W Mt (054) 781-5= ,d.FCo�►TI� laf4 & �s1eu> i , � „ _� +I iii W/ so Us LLC. H AYE. ✓CK FL 33089 4W Mt (054) 781-5= ,d.FCo�►TI� laf4 & �s1eu> i o r sme 0 o - e a � ow 4wm mz m ILt P� Fill! ALAP CORPORATION 8 . . ,• �,,, RM �1 f s u� 601 M.W. 12TH AWE. wAwmAVm=a4 I 4a e1e ,Wt6 POMPANO BEACH, FL 33069 Tt$ 6aa9 FA L 0W!- eme9a8 W $ ar htc RL. (NQ 781 -44M ML (04 781 —SM Wtt OA•tQ -•It S SOR 4411 ALUM N smw A CO— L LM Du OUWAM 4 Uf x �S I J Q, A - 1{tmwm ONOVOOM 31M am -• t'9t 9493 iid nt s Oti am smam t'IaWMW JN3q/9MW t - t•9t - vm WA sv tems 9191 - mm dmtuRBKWM was mu u n sY tomill trot - 94m d wa mms am man 61f s wC w tit - 0 gwm 30910 IM 4 Cat IIBWM - TAM a t'lt , - ow" (913m */t-0) MAL ZM 9 - ta1t wnw 3ww dD18 9{9 m mm lw - t•9 - so 90DLi Ymni 9 @ tam Hm wa Va - 9-;900 SQ!.4a "MA 0 mm elm= mm vea MAL W-M tB - OL-cm e16a'Lim a east; -m ►t - U,-M vw tt LM .than 1 916-111 t'9 "4909 im du Llk VOL t ett-M t•9 - 9-6'909 vIM MR om t ctt� -A4D t'ti - 91-99 T99 2Ia1W t - lT _ U- .0008- aw 3mm 9 ttt -Rl 1.9 - WON as" 30M i9tti -M t t �t9W Tian It nD a 'ads f rave /9184 4iivwogr -Ma 3prma tier 999' 9a9•z e 940't t Ott' tt•D'% ow a fit• --�• got' in tiawoe taint 1 o9c a9t'e T__Q8Di aert "W H!NS .--. rte• ' ot9• aso• ae9• ter• I�� - 1 I EI' •F/ MIAMI• t DEPARTMENT OF PERM, rriNG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Flvrida33175 -2474 T (786) 315-2590 F (786} 3152599 T. M. Windows LLC 601 NW IP Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has-been : eviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dadu 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 Mimi 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. PERA reserves the right to revolve this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to met. the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cock., including the High Velocity Hurricane Zone. DESCRIPTTION: Series "805" Aluminum Horizontal Rolling Window — .1 ROVAL DOCUMENT: Drawing No. W0841, titled, "Series 805 Alum, Horizontal Rolling Wdw. (L.M.L) -, sheets I through 7 of 7, dated 09/19/08, with revision C dated 02Pi9112, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianii --Dade County Product Control Section. ]RATING: Large and Small Missile EIMNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modelltseries, and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. REMWAL of this NOA shall be considered a*w a renewal application has been filed and there has been no change in the applicable building code negativAy affecting the performancce . 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 data 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 sWl be provided to the user by the manufacturer or its distilbutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1110.02 and consists of this page I and evidence pages E -1, &2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - NOA Na. 12- 932L82 ( /Explmtion Date: May 13, 2014 i. Approval Date: May 03, 7,012 4194 12. Page 1 T. X_ Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W084I, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform StEdtic Air Pressure Test, Loading per FBC TAS 202' --94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -5945, dated 07/31109, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous .NOA No. 09- 1110.02) 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) 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 24113.2.1, TAS 202 -94 .along with marked-up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report NO. FTL -5457, dated OIWJ08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No 09- 9105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC; TAS 203-% along with marked -up drawings and 'installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08„ signed & sealed by Michael R. Wenzel, P.E. (Subosiated anderpreWow NOA No. 09-0105.A2} 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -sip drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3945, dated 11/13/03, signed and sealed by Edmundo LaMasspada, P,E. (Submitted under previous NOA No. 04- X112 &01) I gas Manuei Pe . Product Control NOA No.12-MI.02 Expiration Date: May 13, 2014 Approval Date. May 03, 2012 E -1 T. N. Wbdows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMif'ED. B. TESTS (CONTIMim) 5. 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 2411321 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,394b, dated 11,'04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, revised and updated to FBC -2010 on 02/27/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partialiy submitted un&rprcvious NOA#091110.02) 2. Glazing complies with ASTM .E1300 -04 D. +QUALITY ASSURANCE 1. Miami -Dade Depatment of Permitting, Environment, and Regulatory Aft n. (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued. to E.I. DuPont DeNemours & Co., Inc. for their "DuPont sentryGlass interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Ina: for their "Saflex and Vanceva ,clear and color interlayers" dated 05 /05111,:expiring on 05/21/16 3. Notice of Acceptance No. 104331.02 issued to 008c Industries, Inc. fOr their "UvekoS Laminate Glass Interlayer ", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no $nau+cW interest, dated February 27, 2012, signed and sealed by JaVad Ahrnad, P.E. 2. Laboratory compliance letter for Test Report No. FT1-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/3.1 /09, signed and sealed by Julio E. Gonzalez, P.E (Submided under previous NOA #09 -1 X10.02) — 11111&tua� Menge :Ef Product Control er NOA No.1 1.02 Expiration Dates May 13, 2014 Approval Dates May 03, 2012 E -2 T. M. Windows LLC NOTICE OF AC— OUANCE: EVIDENCE SUBM = F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FT"457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos. S. Rionda, P. E. (SubnWed under previous NOA No. 09- 0105.02) 4. Laboratory compliance letter for Test Report No. F TL -5459, issued by Fenest udion Testing Laboratory, Ina., dated 02121/08, signed and sealed by Michael R. Wenzel, P.E. (SubmrW d under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s lr'rL -3946 and FTI,3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 - 13/03, both signed and seaiid by Edmundo Largaespada, P.E. (Subvdfied under previous NOA No 0449120.01 ) G. OTHER I. Notice of Acceptance No. 09- 1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal !Lolling Window- L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel �'e E. Product Control E m er NOA No.1 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -3 ANN. GLASS 3/18' ANN. GLASS SILICONE CC RGS"OD I ILA ANDY cart" I1NG 896 7/18' —3/19' NEAT STREN'O GLASS NEAT S R MD. GLASS 8' NEAT SIM'D CLASS IMF DOW SING 995 Iry 7/19' WEJKL GLASS —3/18' ANN. GLASS TEAS'. GLASS I/e Atli SPACE .1/8' ANN. GLASS .090' INTSILM FA SAim RO M sy 'S4LU'THl' !frr l/8' ANN. GLASS •. J SWCOME 995 ADDL AMOR REOM FOR WM9ALIATIONS wow TNNU Mb00 5UClLSR�Y 74' MAtl WINDOW 1MGYH .. 9 3 FALSE MUNW4 NE APPtVy � BY 'St1RF ACE $FCCIAIJ0 MC.' 'SURFACE SPEIN iLM INC.' GTASS TYPE 'O' 3/ur NEAT SRIEN'G MASS ANN. GLASS 1Nt.( -) EDLT.(w} 1Nt(• -) o LOR.(w) iNf.( -) SE GE RCOM44 DOW fbRNBVG 998 8637700 CORNMG 888 BOA 90.0 jw . 79.0.78:0 ALUMMUM LATCMM FOH GETAIl1C 5WE£p LATCHES MA%. LAS TO 380.0 PSF. 1/2' OVERALL GLASS 1/2' DVERu MASS dAPR8401' TYPE C. QLAZING TXI'x -_:w OPTIONS TEAS'. GLASS I/e Atli SPACE .1/8' ANN. GLASS .090' INTSILM FA SAim RO M sy 'S4LU'THl' !frr l/8' ANN. GLASS •. J SWCOME 995 ADDL AMOR REOM FOR WM9ALIATIONS wow TNNU Mb00 5UClLSR�Y 74' MAtl WINDOW 1MGYH .. 9 3 FALSE MUNW4 NE APPtVy � •t P e P t t t 32 7/8` 33 0.L OL 37 1/2' i 4 0 xuuxux751'6m- MAXIMUM DESIGN WAD RATING - PSF FOR SIZES SHOM ABOVE OR SAEAU.ER !8488 TYPIi• 'A' G TYPE 'b' GTASS TYPE 'O' GIA88 TYPE 1W I am SYPS '8' 1Nt.( -) EDLT.(w} 1Nt(• -) E%T4.). I LOR.(w) iNf.( -) C Sao 90.0 BOA 90.0 55A 56:0 . 79.0.78:0 ALUMMUM LATCMM FOH GETAIl1C 5WE£p LATCHES MA%. LAS TO 380.0 PSF. A LOAD DURATION INCREASE LS US® M DESIGN OF ANCHORS INTO WOW ON LY. dAPR8401' jr MATERIALS INCL DING BUT NOT LJWW TO STEEL/METAI. SCRIPPS, Thar COME INTO CONTACT WITH OTI" DISSIMILAR MATERIALS SMALL MEET DIE ;� H I —>„ , EQUIREMENTS FLORIDA 81.00. OWE SECiDN 2( 49 - = = = =T, It •t P e P t t t 32 7/8` 33 0.L OL 37 1/2' i 4 0 xuuxux751'6m- MAXIMUM DESIGN WAD RATING - PSF FOR SIZES SHOM ABOVE OR SAEAU.ER !8488 TYPIi• 'A' G TYPE 'b' GTASS TYPE 'O' GIA88 TYPE 1W I am SYPS '8' 1Nt.( -) EDLT.(w} 1Nt(• -) E%T4.). I LOR.(w) iNf.( -) ExTw 1M.( -) Sao 90.0 80.0 130.0 BOA 90.0 55A 56:0 . 79.0.78:0 ALUMMUM LATCMM FOH GETAIl1C 5WE£p LATCHES MA%. LAS TO 380.0 PSF. GLASS CAPACITIES ON THIS SHEET ARE SECjIRS 808 BASED ON ASTM E13DO -04 (9 SEC. GUSTS) ALU TJfA HOMOSTAL ROLLMG WIIW AND FLORIDA BUILDING COMMISSION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS SEEN DESIGNED AND TESTED 70 COMPLY WITH THE DECLARATORY STATEMENT OCR LARGE & SMA CHARTS SNOWN ON .StIEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BURRING CODE INCLUDING' LION VELOCIIY ... HURRICANE ZONE 1"071. THESE WiNW NiE• RAYip FOR LARGE & SMAI:i. MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS 09 SIDE BY SIDE wow eUOK3..8Y OTHERS, MUST BE ANONORED PROPERLY TO TRAMSSER SRUT M Afg NOT'I D. CQMDINAT�NS OF H.R. /H.R. OR HORIZONTAL ROLLING Wf1Td OTHER LOADS TO rNE STRUCNRE. igtt 0 MI11H1 -DADS COUNTY' APPR'D WINDOWS USING MIAMI COINd.T! BETWEEN. A�OR8 5HAU. 8E AS i+STED. SPACED AS 9itAYN ON DETAILS, ANCtiCt�. . pABEOMENI' TO BASE ALSTEWAI. SK&L BE BEYOND WALL DRESSING OR STUCCO. ` FNA• p� '7�a •,t APPROVED MULLIONS IN N I.OYYELi DESIGN PRESSURE t+IByM 1N9+10DM5 OR MULLION APPROVAL. ANCHORING OR LOADING CONDITIONS NOT SP AM W THESE'. DETAILS ARE WILL APPLY TO ENTIRE SYSTEM. NOT PART OF Tins APPROVAL. A LOAD DURATION INCREASE LS US® M DESIGN OF ANCHORS INTO WOW ON LY. dAPR8401' MATERIALS INCL DING BUT NOT LJWW TO STEEL/METAI. SCRIPPS, Thar COME INTO CONTACT WITH OTI" DISSIMILAR MATERIALS SMALL MEET DIE EQUIREMENTS FLORIDA 81.00. OWE SECiDN 2( 49 - Z h M gym � O i W08 -81 1] "°IN +AL�NS INTO FOR WOOD SfRUOTN&4E5 OR THIRD MOD BUCKS O470 MASONRY ADM ANCHOR RE00. FOR pDWALLATroRS 04TO RRU wow BUCKS MASONRY .... .. FALSE WIUNFNS (SURF BEMUSED` V_ a r 3? 14 y XOX SD6E.4 TYPt�ATiONS MAXIMUM DESIGN LOW) RATING — PSF FOR SIZES SMIAW ABOVE OR SMALLER Gmss OLASB TYPE 'D' GLAS4 TYPR 'C' I GLASS TYPE 'S` W.( +) tNT.( -) W.0 +) INT4() EST.( +) INT.( -) I EuT.( +) TNT,( -) W.0 90A 90.0 13oA 20.0 90.0 1 79.0 79.0 LOADS mm Asm Aim FOR w010ow mm w0N sma LoAOEO aw LATCNE$. FOR WA= SHEEP LATGf&5 UMf 19SX. LOADS TO A".0 PSF, 14 i 3• A s.• SIM woo" WIDTH 10 1/4' FALSE (SU RFACE APPM) _ 9 S/B B AM or MAX MAY BE USED.. AN :AT VENT t 1 CORN AA� fr 1" Ix i� ki 1{ II 1� 50° MML O �1 It .L CFO. D1.. Ope, I Ir 1 i'I�I s N 29 1/4• 1 VENT wID1,H lks VENT WRITN -. -i NJ 34 ii ii it 1 S2 7/8° i 33 1/2• 32 7/B• 0'.L am c D.L. OPO. 37 H /8" 37 52 ADM ANCHOR RE00. FOR pDWALLATroRS 04TO RRU wow BUCKS MASONRY .... .. FALSE WIUNFNS (SURF BEMUSED` V_ a r 3? 14 y XOX SD6E.4 TYPt�ATiONS MAXIMUM DESIGN LOW) RATING — PSF FOR SIZES SMIAW ABOVE OR SMALLER Gmss OLASB TYPE 'D' GLAS4 TYPR 'C' I GLASS TYPE 'S` W.( +) tNT.( -) W.0 +) INT4() EST.( +) INT.( -) I EuT.( +) TNT,( -) W.0 90A 90.0 13oA 20.0 90.0 1 79.0 79.0 LOADS mm Asm Aim FOR w010ow mm w0N sma LoAOEO aw LATCNE$. FOR WA= SHEEP LATGf&5 UMf 19SX. LOADS TO A".0 PSF, 14 i 3• A s.• SIM AA� fr 1" 1{ 50° MML O .L CFO. D1.. Ope, Ir i'I�I s N 29 1/4• 1 VENT wID1,H 9• MAX. CORI'1�ERS XUX SI7E8 MAXlpI M DESIGN LGAD RATINU - PS. FOR SIZ, SNOWAI ABOVE GR SMALIER G1ABB TYPE 9' CLUB *TYPE ,T' EXT.( +) in.(—) P5.( +) TNT.(—) 804 99:0 9o.0 H3GA. LOADS StgWN AIM -AID FOR WINDOW VENTS WITH SPPoNG LOADUI ALUM LKICHES, FOR MCIALLIC 901" tATCt1E9 LW MAX. LOADS TO ABC,*. PSF. NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05— DEC -219 0 47 A Q g$ M �zl 0 1� 7958P �8,tingd�l6oMatMa, � � �. ' W08 -81 f t x fr 1" 24 S /B° 50° MML O .L CFO. D1.. Ope, Et 2S 1/4• 29 1/4• VENT wID1,H VENT WRITN -. XUX SI7E8 MAXlpI M DESIGN LGAD RATINU - PS. FOR SIZ, SNOWAI ABOVE GR SMALIER G1ABB TYPE 9' CLUB *TYPE ,T' EXT.( +) in.(—) P5.( +) TNT.(—) 804 99:0 9o.0 H3GA. LOADS StgWN AIM -AID FOR WINDOW VENTS WITH SPPoNG LOADUI ALUM LKICHES, FOR MCIALLIC 901" tATCt1E9 LW MAX. LOADS TO ABC,*. PSF. NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05— DEC -219 0 47 A Q g$ M �zl 0 1� 7958P �8,tingd�l6oMatMa, � � �. ' W08 -81 10 I'm X 6/4r PH 'SMS r WM.Lm ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACT= SEALANT. wup•olm Wt - 1-1/4' X 114" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8' FROM EACH END AND AT MIDSPAN W2 - 1-1/4" X 1/4" WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDWAN W3 - 2* LONG WEEP NOTCH AT EACH END W4 - I" LONG WEEP, NOTCH AT 32' FROM EACH END Y APPROVED N ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT By "' w"" 00 M UST SUSTAIN LOAOS IMPOSW BY GLAZING SYSTEM STRUCTURE. AND TRANSFER THEM TO THE BUWW S IXEMIM • Ile DIA, U3M= (FU.1 71 0, Fy lft Im) INTO 20Y BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC, OR MASONRY T -1/4' MIN. EMSW INTO CONC. OR MASONRY DIRECTLY 94M CONC. OR MASONRY I-518" MIN. DOW INTO CONC. OR MASONRY .1 /4' TSKS OR SELF QMLM SCREN (GRZ-- Z- :,m) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy - 38 HSI MIN.) ALUMINUM ; I/e THK. MIN. (6063-n MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEOj 114 SMS OR SELF Q"NG (VAX 2 CM INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (No " SPACE) TYPICAL EDGE DISTANCE R INTO CONCRETE AND MASONRY - 2-112" MIN. INTO WOOD STRUCTURE - 11 WIN. 94TO METAL STRUCTURE - 3/4' MtNL I 11 COMMIX AT WAD. SU 09 JAMBS f - 30M PS MIN. C-20 HM.LOW/MM BLOCK AT &wm rm - 2100 FSI MIN. gmkll ,IF Enka AW AN" PRODUCrOlINEW , Im awwAsc4ft druwft no. WOB-81 OE VENT' WIVIIN TMM *aim SUCKS EXTEMOR FOR SPAWC ox OFMRE � � y I -- I _I 1/4' SHIM ym wm Aug lay W= SUCK _ ,, jr,�, I.rW= SUCKS - �F OR F sue^ lIj I _ I �- ;iii ��14_._._._. �1+� •. Ric S,','' LM EXTEMOR MR SPAMS W#MW mm XQX .: r y. all ' MH INM�� LOADED LATCHES ;E�gCT EXTIMOR ' c7 r� FE�71�:7 E:ee: ?.a7Sa'T�� C1i �M�M� 3.08& .9sa +.879 2.437 1.425 1..580 I.O FRAME HEAD T;4so .Dn 313 '3 1.425 TD SILL TRACK t.lni .082 1.289 1TFt - .1128 71 SiU, CLIP ADAPTER FRAME SILL TOP FRAME sal. 1370 .asx t.zao 1.000 TOP & BOTTOM RAIL I,MO 75D WIND LOAD CUP 7.7801 ..094 •..� -9. tag 2201 1375 +G t4TG. STILE. REINF. AM 7--, r .50C .107 .128 Lim JAMB 3TIF - -as12 poss 18 ' FIX STILE REINF. 1.288 2 373 1.B7a1.a00 1.546 j ,848 II 1.235 1.78t} .amz n AACETINLI STILE L 121 WW LATCH 7m Par ! - QUAmm OB8 awriON ""RIAL MA11F./80PP/ISB/BBNAM . 1 7651-130- 1 FRAM Hm FRAM 94111: BASE 8088 -18 _ 2 TM -1338 1 .8003-'M •, 3 TM -133 1 FRAM Sal, TOP W113-TS .. - 4 TV -132 AS RM, FRA 4NO -. VW BE783 -Ta a TN -1JiA AS REW... FRAM JAMB ^ F0t64 eG$3 -7B - .... 0 TM-138 2/ V4W TOP AND WnW PAL .. 8(18.7 -78 .. - -+ .. .•. 7 TM -138 I/ VEW JAYS mu 8985 -16 8 - TM-148 l/ VENT M6im ME Bass -is 8 7Y• -197 I/ VENT FNED SME (SFRaiO IAAgq LATCH) - 11063 T8 _ 8A YU-13 A 1/ VIEW FO O SM (58EP LATCH] 8083 -Ts - t0 TM -138 i 5a1..TRapt WSW 85193 -7B - -- It THi -da 1. SU 41P AOAtnM 12' LONG BPNAx1 wAso VENT ULiTOt. 3 -1 ' lbN4 $063• -76 AT MM SME LOCATION 12 TM -Tis 1/ VEWT 1105$48 AT MID SPAN. $20, - 1/ VENt M2mwc sww fmal. - AT MO SPAN. tee 13 to X.3/l! TM -141A ...t REO9. sATEEP LATCH W ml,g s - FR sYs tpJ11XH0 (IAMaHMEB B{A55) 8063 -TB '. 13A TV-lei A9 ttE0D. 2 ou1DM0 aPAO- (itL9UL. Wi GLASS] '8083 -TB - 14 TM -ts4 AS REOD 141m LOAD ". r !ONO 6083 -78 - 18 - - -- t/ ST4E Yk?7,1'Xi BILE =WORM - 8a83-7s - - 18 - - ZJ 614.E FM STM Roraima Gass -TB - 17 18 W31225 4N8371 A8 RFW. I As Fwm FIN SFAL TT$Twwm (.270' x .228° +118!1) 1T00L RN SEAL wvtmPPM (.187' x .370' No ) WOOL 18 T0201 AS RM. FAN SIX 1T"STTIITPP87O. (.te7° % .200' +I ) W4m. - 7/6' x 112, x 1: -7 /18` LONG' 20 21 Pb043 - 2/ Vea ;VENT Ammm BAGLH CtJOSER CELI. FOAM - ROLLEe 'WLW44 & C40E T $WIC AT EACH BIND 22 - MIT MU04W11EEL BRASS. .. . 2S ¢T2 X 1- 2/ CDRM FRA11E ASSEMBLY 9CR4eS _.. PJL PHU" SMS 24 ola X 1' 2/ CORNER VEAO ASSEM8I.Y 5'CkFWB .. PJL. PHILLIPS INS 25 -- 1/ ,ATCN vFJIT LATC11 SPAM -ST. $MEL - 28 W31170 AS 1COD. flN SEAL 14.5TIOP M (_167' X .178' HOC Vex. 27.. - THt -1SI 1 taLI IHlS6R. -. - - G083 -TB I - -2sl.z .. 295 1.437 1, h237 L730 0 FIXED ME (SPR94G LATCH) 2312 .Ges f S 1 1.277 1• O MW STYE (SWEEP LATCH) .935 u •040 98'2 .s2s 73 GLAZING SM (LAB, GLASS) .183 .eas�l ® GLAZING WD GN94. LAM, tLM) t.786 .082 IYP. 3042 3.293 1 .876 } FRAME. MS - VENT - FM .OBa 1918 f +• .183 -mss 00 0 �za. p1wR iW08 -81 . Florida Building Code Online Page 1 of 2 PArkle Eegi W or kditat Nanm who developed the Evokaaiion Rkpdrt QUMV ASwMIMEWAY QllMY AsS UMM Copt = E>gllr M Dabs vWkleted By Cert kAeorb Reftenced Sran dW mW Year (or SWdNM EgWwWw of Product SWWard s Cad By Seca= from the Cow ProduttApproval MOOM Dowsubnvmd Paark L Bernardo, P.E. AmffiOL4 TAS 201 TAS 262 TAS 263 Medeod 11 p D " 12/21/2612 rm 1994 1944 1994 http: //ww,%,.floridabuilding.org/pepr app O. asspx ?param= wGEVXQwogvyf4ngAXh10... 7/26/2013 Florida Building Cale Online Page 2 of 2 DM vanaatW is IM12 oaw ftr4ft FW Appv W 12/2 fM= DiW p7PcvW OVOW I3 mm !.!..(.iFT - 72, e „_S A F'E'. bttn : //www.floridabuilding.org/nrft anv dtl. wx ?==-- wCEVXQ�vd)gvyf4ngAXh10... 7/26/2013 Product. Evaluation Report 2t, 2CM2 F PMduO 14Int-OROr r.. TV Mn "do". "0 40114W.1Zth RAm ftnpano tit; Re ida 33059 pmdudNwm&DwMgcm S9rWs525CA9wrehtWMdOw LqB &#n1d ter ti1�j tt 3000 'OfElu: T5IS Ptt Ertin 00 tom. . mitt P r ) R* �' te>r eta Is�re►ca.o� b. of ledt ie�ulbrtt# to # Ora. .. •.i Fit &aft #I 2-IM41 ww °S . ant wit P, emb 1A Pwww by Evbwbmn4 ftogm. s4ho 9. sod by Frank :L Matto, P, F.Js an WOW •POWf Evatwafsn PO PM U"Ibrm s't .pit its in agors TAB: W WtxWd "ham r AV3:01- 12byrAme Test L* of ScuM F 4ATQ- t ,miss p , t wm& f m tit TAS 2ti15203 t • . Pw W rift)*1 211 ;31 -'18, by Air n TOd Ub etf t -(ATE, pmdOct T w ate appmod W, use In HVM•as TPOW 0 .t QRWQ r*W NOAS: t5ff � .rH Ai�t�WE hoc �1tsE rit-t� SgAm 1 L 0442: W .EN.QEXP,COt4 -Mcemba 21. 2012 TM Window, LLC. -- .Series'525 Casqnia Window & SU10* Page 2 of 2 • DuPont Saflex Interlayer (NOA # 4 1- 1102.11) • DuPont PVB Interlayer (NOA#11- 1118.03) Impact Resistance: Large and Small Issue impact Resistance is been demonstrated as evidenced in previously lister test reports, and is accounted for In the engineering design of this product 1Wnd Load Resistance Each product has been designed to resist wand Imes as indicated In the design schedule($) on Its respective Product Evaluation Document (le, engineering drawing). Installation Each product fisted above shall be installed In strict compliance with its rive Product Evaluation Dorment (i.e. engineering drawing), along with all components noted therein. Each product comport 9W be of the material specified In that products respective product Evaluation . Document (i.e. engineering Wig). L/mWons & Conditions of Use: Use of each product shall be in strict accordance u ;th its respective Product Evaluation Document (I.e. engineering-drawing) as noted herein... AN supportlng host structures shall be designed to resist all superimposed bads and shall be of a material Noted hr each products respective anchor schedule. Host structure conditions which are not accounted tor. in each products respective andw schedule shall be designed for of a site - specific basis by a registered professional engineer. Ali components which are permanently Installed shag be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12'" AvExua *106 DEERFIELD'BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM TM WINDOW & DOOR SERIES 5.2S ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT'RESISTANT GENERAL NOTES . * N fLOR1tV+TR9LDIN8 CCOE, PDR IISE WfININ AND OUMMTHE HIGH VF1012TV T URMANE ZONE, FERTAS 201 / 0 BIAtDWO t:ODE TTYBEFARATE @tGDIEi31DMG ®17D31;ATi0N AND SHALL TIE LT3S,TBW DR EQUAI.TOTHB P�TIw OA NEGRTIYR DT:BILiN PRt CAPACITY VAIUE LffiIID HEPEDi PORANY ASSB06LY TY37TDN THE LINIITATTOT78 STATED HIRIM ' A.. THESYSTEMDETADBDHwiaNnGEw =AwDDOffiNOTPAOmeINFDmTTONFORAT SITE. POR 811E CON Wwo DIFFER W PROM THE CD=nOr- DETWED MO N, A LICENSED ERGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCIIM FS FOR USE IN C0N9JNGT OV WITH THIS S. PERMIT H41 DER $HALL VERffY THE ADE�IACY CFTHE E7f�Tifiti STRIICNRETO WlMSTAND SLWERV LOADS. WRIDD BUCKS (BY SHALL ES ANOHORID PROPERLY 70 TRANSf49l LOADS TO THE EXWMG STRUCRIRE. . TL YMTUU UNIT'S MW BB DTSTAU.ED UMG STRUCTURAL NUUM NS APPROM BY O**M "- -- TEEM 7. ALLY SWILL 8963- TBALtJM ALLOY, iMt.E� NOTED CTH&tWISE. 8. EXITSi20 SHALL BE SEALS 1MDH SBD76NE. 9. ALL tIDLIS $ WASHERS SHALL SE 21NC COATED STEEL, GAL%=W ST®., OR STAINLESS STEEL WITH A NIBM1MUhI TT3VSRE YD3D SIRENCRH 80 KSL 10. All DBw dnAA.MAT@DALS SHALL BE PMNTED OR PTAM AS PRA IN THE ROAIDA MMMING CODE E,I. WDgMT 0@ Nf!MOtAL4 & CD., DEC. - RUTACDE PVB DDH4ma N.O.A.* 11- 111BA3 12 SOWTDyINC .- SAFT.EKPVBWER1AYERRio"11- 119213 13. APTMtQVED FOR SMALL AND LARGE M'BS[ll? IMPACT APFLICATH)M SEE GSASSS TYPTS FOR ANY RESTRTC1IQiB; . AN EPSCJN1 IEST LAB OF SOUTH FLORIDA REPORT NUMBE 1 1213.03 -12 FL. *16132.1 N I FALSE 6114- MAx. FORANCNONS w vr FmL 6• MAN FROM IMAUCHOR: ANY]OWOR �--- -� 6•Nl1NFROM ii1slV �l�ll TYPICAL ELEVATION D.LO. Wwm - WINDOW WMMM -4 W O.LQ. Loom . WNW= US= -4 .x•41 FORS *'• 16 1j MALE W WW ROM FORANCHOR6 - ANY>O)Y1FOR M FROM 7YP8 A , Cj CORNER".$ AN YwrO _ � VAL I 8U16+ACBAPPLit� )) i1 TYPICAL ELEVATION D.LO. Wwm - WINDOW WMMM -4 W O.LQ. Loom . WNW= US= -4 .TP7C� IL -A ALVMiN1AA�� $ _ � MIR110E1 all !40 C —�� T CONTmubonmows W� o AUDWEDIF TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION � Od.0.1B10711 �e MIWDOW).L�VO7Hi i6 FL *16132.1 I .x•41 FORS *'• 16 1j MALE W WW ROM FORANCHOR6 - ANY>O)Y1FOR M FROM 7YP8 A , Cj CORNER".$ AN YwrO _ � VAL I 8U16+ACBAPPLit� )) i1 .TP7C� IL -A ALVMiN1AA�� $ _ � MIR110E1 all !40 C —�� T CONTmubonmows W� o AUDWEDIF TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION � Od.0.1B10711 �e MIWDOW).L�VO7Hi i6 FL *16132.1 I G MErAL �Mm�+ STEED Fy- 3B M ALUMWIMI GOWTI MAx'N" FOR s TYPICAL SECTION g c` - l%w VERT SECr �IANCMOIt SM MULLION APPROVALS FQR 14UU U7MMIDSIM FOR SPACM . Dnffr —Irv—* 11 W1 -lWt4AXSMM ELEVAIM ON SHM WS FOR SPACING t K TYPICALANCHORS: WOOD BUCKS AND METAL SmucnM NOT ST TM WIND. MUST SUSTAIN LOADS IMPOSED BYE 8YSTEM ANO TRAIiSFERTHEM TO THE EWLDING SIRUCMIE. TM-W -1/4` ma uLTRAOOM By `auoo' (Fu.177 KS4 N-.55ml) THRU ler» ODi1QtE1E (I898PSI MIN! M WtpUi' . Mm BLOCIf cft" cw) - 1 -314` M6i. MED INTO OMIMM OR GWOUr PILLED BLOCK.. TVM W - 1/4` OM ULTNAGON Br• •.moo• (PU -177 IM mm 28T WOE eUGts OR WOW WN=uREB 1 I P�@iCTRATtoM "m WOOD • TItPB'C' - s/Mn DIA. mm M&M mm (GRADES MIN) 01-120 M4 % -SDK m INTO METAL 6TRI1 m" (5 PINCHES mama THAEAD PLANE MIN.) STEB•t i:' Ti4K. MIN. (fy-38 KSi ) _ 1ff"Cr" P.) (Sr%"M WISHALU)INMTOBEPEAM OR PATNT.) ',M, TM `D'- Ii /16" OLI. ULTNACON By wm 0% -177 KSI. "-M p= . 1MT0 2BY WODD BUgI3 OR WOOD SIRUCftlR� ' =09M�A UM IIM 7rYiut SOBS DIID WA�cumur rui.EO BLOCK 21/2' M@I. ' INTO.WODD SHNICHIRE -1` MIN. QMTM %-) . IN170 WODD 81RUQlIRg -1'Ni MAY. (POIt TYPE `D9 "" METALSTRUC)URE FL #16132.1 t K d r r o� r� N P& is I lHill imit • N P µ F+ 0 ff }oeZe oil N I � F+ lei w N I-+ OW 3e • i HU oil _s � r_ 0.430J 1 o a;1 11 O Ini N •• 0 oNW Q.V s � O r El I" at PA w N L S' 0 160 .t -.,,IN oill T r F+ Q1 F+ W N F+ s• N w 1112 0 r� TM WINDOW AND DOOR, LLC 601 w lv.. AYE. HM. 4STM APFItdIg I YNNW 6 .ODM i I IA H M DADSPOUNff PRODUCT CONTROL SECTION D1 Ot PERMITTING, ENVUWNMMA T, AND RLGUI ATORY l lW5 SW'26 Strom, Room 208 AFFAIRS OV") MkIni, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DWMOIi T(796)3M2590 F (786) 313.2599 NOTICE OF ACCEPTANCE (NOA) l SIIW hnpaetWhulaws, LLC 975 S. Congress AWenue, # 102 Delray YL 33445 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construotlon materials. The documeMadon submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Mimi Dade County and other was where allowed by the Authority Having Ju*lctlon (AEU). This NOA shall not be valid atlw the expiration date stated below, The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas odd than Miami Dade County) reserure the rWd to have this product or material tested for quality assurance purposes. If this product or material Rils to perform in the aid manner, the manufacturer will incur the expense of such ring and the AEC[ may Immaiiddy revoke, modify, or suspend the use of such product or material within their jurisdiction. PBRA reserves the right to revoke this acceptance, if it is determined by.Miand -Dade County Product Control Section that this product or material fi& 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 DE9CRwTION; Gipped, Extruded Almninum Tube Mellloin i iau APPROVAL DOCUMENT: Drawing No. M87-04, titled "Aluminum Tube Mullime, slums 1 through 7 of 7, dated 10/01/07, with revision C dated 121116/11, prepared by Al Farooq Corporation, signed and sealed by Javad. Ahmad, P.B., bearing the Miami DaW County Product Control Revision damp with the Notibe of A number amt hetion date by ihe .lvliami-Dada County Product ConW Section. NIYHUX IMPACT RATING: Large and Small MisxlIe dim Resbstan LAHELIRG...Bwh unit shall bow a permanent label with the manufaaturs08 name or logo, oily, state, model/series, and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted heroin. RENEWAL of this NOA shall be considered of l r a rm awal application has been Slat and there has been no crhanp.in the applicable building w& negatively affecft *e pdmnaca of thin produce: URP ATION of this NOA will occur aft the expiration date or ifthere has been a revision or change in the materials, use, and/or manuf an of the product -or prods. Misuse of this NOA as an endoraernant of any prodac k for sales, advertift or any other purposes shall aurtomadoally terminate this NOA. Fallure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVMMMM: The .NOA number prweded by the: words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising .&MITIUre.. If any portion of the NOA is displayed, them it shalt be done in its entirety. I11ig WnON: A copy of this entire NOA shall be provided to the user by the man» fuctim or its distributors and shall be available for inspection at the job site at the of the Building�Offrciai: This NOA revises and reams NOA, # 10- 1004.01 and consists of this page 1 and evidence pages &1 and &2, as.well as approval document mentioned above. The submitted won was reviewed by Manuel PeM P.E. NOA No. 124=109 �J Erman Data November 21, 2017 4 f� l'e Approval Date: April 26j?1012 PRO I A. DRAWINGS 1. Msttutrer's die drawings and sections. 2. Drawing No. W07 -04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01 /07, with revision C dated 12106/11, prepared by Al -Fwooq Corporation, signed and sealed by Javad Alitaad, P.E. B. TESTS 1. Test reports on: 1) Large. Missile Impact Tat per FBC, TAB 201 -94 2) Cyclic Wind Pressure Imftg per FBC, TAS 203 -94 along with marked -up drnwmp and installation, diagram of series 1.00 mulled single lnmg windows, prepared by Hw nicane EWewing & Testing, bo , Test Report No. HETI-07 -4107, dated 03/2&'7, signed and sealed by Rafael & Droz -Seda, P.E. i (Submit* under preWen NOA #07- 1016.06) 2. Teo reports on: 1) Air Infiltration Test, per FBC,.TAI.S 202-94 2) Uniform Static Asir Pressure Test, Loading per FBC TAS 202-94 3) Water Resistanc=e Test, per FBC, TAS 202 -94 4) Forced Entry Tog, per SFBC 3603.2 (b) along with marital -up drawings and installation diagram of series 100 mulled single hung windows, pqwed by Hurricane Fearing & Testing, Inc., Test Report No. HETI- 074108, dated MUM, signed and sep%d by Rafael E. Droz-Seda, P.E. (S under previous NO4 #07- 1016.66) 3. Test reports on: 1) Large NGssile Impact Teat per FBC, TAS 201 -94 2) Cyolic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram-of series 100 milled ffr windows, prepared by Hurric am En Vneentng & Testing, Inc., Test Report No HE11-074115, dated 04 /69/07',. signed and waled by Rafael E. Droz Bach, P.E. (Subra6fed under preWon NOA#87- 181.6.86) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq. Corporation, dated 88/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Sa6=M ed under prwPkw D. QUALITY' ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PMtAI.) • Manned P.�. Prodact•4b NOA No. :09 itapindon Mo* November 11, 2017 Approval Date: April 26, 2012 X -1 0 E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS L Statelmeat letter of conformance, complying with FBC -2010, and of no financial interest, dated December 05, 2011, premed by Al -Famoq Corponfion, signed and sealed by Javad Abmad, P.E. G. OTHER 1. Notice of Acceptiume No. 10-1004.01, issued to S1W Impact Windows, LLC for d1eir Clipped Aluminu n. Tube Mullion — L.M.I., approved on 11111 /10 and expiring on WWII 2 -2 - t 1Vfsnud P Prodnet C�trol NiOA No. 1 .09 E:pirattoa Date: November 21, 2017 Approval Date: Aprll 26, M12 13 S-W. !lave.; 3QE� a SIW IMPACT WINDINSt LLr- - 975 S. CNORIM AVE. 102' DELRAY BECH, R- 35445 114 (801) 274-4= FXt (M) 274-4= q AL-FARODWOMPORAMON EKVANEM & PROD= DwAnAphOwr 12=SW.87AVE ON, RAFGDA33174 I 1.260 °I + 1AW im t.600 Ttr. .128 ,28 4.800 4=0 4.W0 1000 .126 M. Li A78 I IL 1 X 3 1 X 4 1 X 4 1 -1/4 X 4-1/2 STDSTD. M�UON STD, MUWON CUSTOM MUWON CUSTOM MULLION 8�3 -78 8085 -TR 8063 -TB 8083 -T8 2 X 4 2 X 4 2 X 8 I 2 X 6 STD. MULL�N HEAVY MULLION STD, MULLION HEAVY MULLION 6063 -TB 6063 -T6 6063 -T8 6063 -76 NOTCH CP710NA1. a MULLION CUP (6063 -Te) LEMMM IM BE CUT, PtfO 2W I= '[0 FIT SNUB mum toW z F a V Q O m ZZZQQQ (N/� � jF fUK Ua� j ul i R 3r"mg rro. M07 -04 2.000 2.00D 128 780 ;TP. TYP. 4.000 L 4.000 L 2 X 4 2 X 4 2 X 8 I 2 X 6 STD. MULL�N HEAVY MULLION STD, MULLION HEAVY MULLION 6063 -TB 6063 -T6 6063 -T8 6063 -76 NOTCH CP710NA1. a MULLION CUP (6063 -Te) LEMMM IM BE CUT, PtfO 2W I= '[0 FIT SNUB mum toW z F a V Q O m ZZZQQQ (N/� � jF fUK Ua� j ul i R 3r"mg rro. M07 -04 z M� N oN �A my xg z yZ Z Oy y O_ c m N 5 ZQ Z iZ N . C S I v N + =W1 a i yO N mx� y :i v I m b O p b A Pr O V m iE m ifo b �"♦{� bbbvo�i.�Le��L•..��i :. .1. hl 'A �{�n L o m V $gg ��a' arW br H b V N L+ V W L1 __ z 1 �+ rI.,be m �a I g om6L�ib7m gg m E .�o.I?oabaAO'vRAipH $11ebI F9 O V �idii6P�19111i6. b }+ V..FeSeAiabbb m ie 7n to W iA y O b m� y� mmm bmbJte'o gg i,� bJebb!-ec �.i L, v i i�a �bvmmbm q. I., mQQgg +b�I,� ye gg GUti:4 b Ia'.oi oobb � e ppi� 7u p 1P N9 o+ a b bbotabbb qJe F 4 t�� o O tl bb F �W-u�. �i�w$�1olttt222 o obb W b bo 0 W -•:► SAP A e P o P o I. Limp Pip 0 0 0 o m r o 0 0 o pil" b q b b i p-1 b o 0 o b I m b O p b A Pr O V m iE m ifo b :V p :. .1. hl 'A Fi h/ L o m V A b1 O m 70 br H W W V N L+ V W L1 1 �+ rI.,be m �a I g om6L�ib7m gg m E .�o.I?oabaAO'vRAipH $11ebI F9 O V �idii6P�19111i6. b }+ V..FeSeAiabbb m ie 7n to W iA y O b m� y� mmm bmbJte'o gg i,� bJebb!-ec i tnbL`'A�r. to I., gg ye gg GUti:4 b rcl Eli � e yy' 'B m &�Fds$,"m'f4f4Sa����14iS�� b�o'o. o+ a b bbotabbb qJe F 4 t�� o O tl bb F �W-u�. �i�w$�1olttt222 o obb W b bo 0 I 10 -07-07 ec r91795 LUMINUM TUBE MULLIONS AL CORPORATION a O_ may, Ipz• . �• a 17A 7:1- IMPACT 401PIDOVYS LLC. 67 AV DDItCT Dev�oQMEM 0 Ou S CONGRESS AVE. �t102 3 (O M tia� c 1408 n g !ma�7t. FtpiDDa 33�17a MY BEACH, FL 33445 iL(3M*SG*S= FAIL MM Ir (967) 274 -8582 FAX (987) 270 -OM M MO7- 04SF m b O SAN 10 -07-07 ec r91795 LUMINUM TUBE MULLIONS AL CORPORATION a O_ may, Ipz• . �• a 17A 7:1- IMPACT 401PIDOVYS LLC. 67 AV DDItCT Dev�oQMEM 0 Ou S CONGRESS AVE. �t102 3 (O M tia� c 1408 n g !ma�7t. FtpiDDa 33�17a MY BEACH, FL 33445 iL(3M*SG*S= FAIL MM Ir (967) 274 -8582 FAX (987) 270 -OM M MO7- 04SF Is N b b 11.11211 I e� + I }� .fie.. •P 4 J b 3 tgcp iVn W L1 F9 O V D O b }+ J m ie 7n to W iA y O b O? y� mmm to QQJJ Ei b y v m Jae I I m m a b o+ a b Qr$$ b e qJe F 4 t�� o O tl 10 -07-07 ec r91795 LUMINUM TUBE MULLIONS AL CORPORATION a O_ may, Ipz• . �• a 17A 7:1- IMPACT 401PIDOVYS LLC. 67 AV DDItCT Dev�oQMEM 0 Ou S CONGRESS AVE. �t102 3 (O M tia� c 1408 n g !ma�7t. FtpiDDa 33�17a MY BEACH, FL 33445 iL(3M*SG*S= FAIL MM Ir (967) 274 -8582 FAX (987) 270 -OM M MO7- 04SF Ng 41 a•.. ~y ic g adm 10-m-07 11p Ms Jill om I 9 9 Islip 0 K N f N ; 4 m�m�s+�JJ YS 4 0 g:g �Y ALUMINUM TUBE MULLIONS SIW IMPACT WINDOWS LLC. 975 S. CONGRESS AvE 102 DELRAY SM-K FL. 33445 TEL. (881) 274 -SM FAX (361) 274 -9282 O n �CV}I 1 Q ^�CC AL-FAROOQ OORIPORATIOM a ENGVMM &0�PM� f MATH FLOMDA 33174 Pig leg Jill : �--� al 6 U ALUMINUM 'TUBE MULLIONrk ALFARMM COMPORATION 110 apRaxturbValophow a SlW WACT oil No QWXK Tm 975 S. CONORMESS AVE. Ir ms tys KQW am= WAM4RANDA33=4 DaMY 8WHi FL Tmpmge4mm. = c ChL to M (M) rg-QM F= (M).974-am 1/4. OIA. ULTRACM Ed. 4 PER CLIP 0 ON EACH NANO) / 14 S1L8 TUBE MULLION CHANNEL- $ ------ ------- _ 1 1 p f14F�� 7[ Gi h -------------- i v t FLOATING CUP 1 Ile LENGTH TO FlI SNUG t 1 <]��jj) t ` 1 Km MULL= MBE MULLION It � 1 I I 1 TUBES MAY BE NOTCHED LL tad s AS SHM TO ALIONI DLSVLIAYM ANCILE CGAWx�"ff AFTER ASSEMBLY 14 FM PER CLIP FTxt CHARIS A, B fxt C LIP 3 PER CLIP FOR CHART 0 A� HINE 1 -1/2. OAL MIN. 1/4• z •�a W Q VIP �N• . -------------- 1 t t 1I 11U8 S�EYl CAN BE 114 Eli SMS 1 Z A 1 t t 1 ' 1 2 x 2 x 1 M� ANMX I p CROpIN ERHER tt PER CLIP t 1. O.C. MDL ' 0. g� �y�4q 14 I i ! I It V is 1 1 T -1 /Z° O.C. MIN. 1 I C 11P4ERSS i T 1/2• 1/Y t 3 PER AEIGLE 1 t ano i 1 2z• x 1% cFnR zEAr 1-3/4• x s x X x 1/B° FTxt (1BY nAr LOCAMON OF SCREWS CCHNOCI4� ANtR.ETi GUI' TO Fn salxa INSIDE TUBE W 71JO S ARE ON FIT SNUG Mm ! ANCHORS DETAIL #1 ANCHORS TYPE METAL TO METAL CONNECIDH § 9 1/4° OW. ULIRAOOI� By 'ELCO' ULTRACd6 MAY � NEX OR FIAT XFAD SUBSIFEATE Ed. = MIH. EDGE DL4� MIN. 1' ND00 1• T -$/� >� BLOCx 2 -1 /Y 1 -1/4• <mu CONCRETE •e ALL CLIP$ AND ANGLES TO FTT SNUG INTO RISE MULLIONS. CLIPS OR ANGLES CONINECIED DIROCTI.Y TO MANY TO BE PROTECTED . ` mo WITH ALKMJ- RESISTANT COARN A SUCH AS BIRIM@KKIS PAINT OR RA.T'�g't is n NATER -WFBIE t ETKVXR 0E IACOWL B '.• Aw sNo DIOe • ;b � dlaxtfng no. M07 -04 �� • ` hest 7 of 7