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WS-12-256
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169962 Permit Number: WS -2 -12 -256 Scheduled Inspection Date: February 29, 2012 Inspector: Bruhn, Norman Owner: ASPINALL, ROBERT Job Address: 185 NE 107 Street Miami Shores, FL 33161 -7031 Project: <NONE> Contractor: COASTLINE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (954)593 -3054 Parcel Number 1121360070320 Phone: (954)658 -5322 Building Department Comments Replace 13 windows with impact Inspector Comments PassecWorryvvea2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 28, 2012 For Inspections please call: (305)762 -4949 Page 18 of 40 NOTICE OF COMMENCEMENT A RECORDED OOPY MOST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements WO be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of properly and street /address: 52)://1- Grw f YY 2. 'Description of Improvement , 1111111111111111111111 111111111111111 1101111 CFN 2012R0122060 OR Bk 28004 Ps 45961 (1P9) RECORDED 02/22/2012 12:51:31 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of receding office 3.Owner(s) name and address: Interest In property: j7Ad Name and address of fee simple titleholder: 4. Contractor's L sA• address .. hone ben: i/t vim 7MPT CJWICAIIII3 i3 r 8: Surely (Payment bond required by owner from contractor, 1 any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 5,a�i�Zgy.• 7. Persons within the State of Florida Section 713.13(1X$7., Florida Statutes, deffignated by Owner upon whom notices or other documents may be served as provided by Name, address and phone number 8. In addition to himself, Owners designates the folowing person(s) to receive a copy of tha Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of .Commencement (s axplraaan dab Is 1 yaw tram as dab of m0a,xmp wtass a =ma dab is apso5sc WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER T13, PART I, SECTION 713.13. FLORIDA STATUTES, 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 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDWO YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Prkd Name KS) y y- orized Officer Title/Office Qwh ,b STATE OF FLORIDA COUNTY OF MIAMI -DADE. The m�c ing, was a bef m_ a this . day of *h e,6,,, , .. 1c' 22 By fi Ala Tent /bra,. S k/ O individually, or as for — ersonauy known, or 0 produced the following type of identification: / Signature of Notary Public: —i/ __�! _ Print Name: (SEAL) r/Parbner/Manager Prepared By Print Name Title/Office ON PURSUANT TO SECTION 92.626. FLORIDA STATUTES Under penalties of perjury, I declare that .I have read the foregoing and that the facts stated in ft are true, to the best of my knowledge and belief. S of s) or Own 's Officer/Director/Partner N Y J( By """,,,, SHAWN CANGELOSI �.� `o = Notary Public - State of Florida •' �•� •= My Comm. Expires Aug 25.2013 Commissi B OD 918427 adonai Notary Assn. • F FLORIDA, COUNTY OF DADS + HEREBY CERTIFY that this is a true copy of the original fried n hr q it on day o1 , A D 20 MTMESsy hand and Ofhc+al Seal. -ARV 3y VIN, CLERK, of Circuit a • County Courts D.C. 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING i i2 _ �j�r 0-( PERMIT APPLI A ON FBC20di Permit Type: BUILDING ROOFpNG OWNER: Name (Fee Sim a Title lder): Address: S--'201.) // AVE City: / >G, i- . , /v ek c State: IVED FEN 1201g Master Permit No. /6//de) GZ S � 4• 61.15 /C) Phone #:, S 2r2 -3‘9/ Zip: s J2i 7 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: / 5� /J /o 7 S- City: Miami Shores County: Miami Dade Zip: }-'Y/ CO Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: 0 NO /I O S-- /� /ii6 d /90-6rS Phone#: %-j,/-77C "S-W 7 h � i Flood Zone: City: 00 /A P', if-?- State: - O y Zip: Qualifier Name: /or-e S ) ? Phone #: 95- 7X °S 7 State Certification or Registration #: (.. d.. /5.--16- 9 ® / 6 Certificate of Competency #: Contact Phone #: QS -egY 77 ', 7 (? Email Address: DESIGNER: Architect/Engineer: Phone#: .. Value of Work for this Permit: $ / v V Square/Linear Footage of Work: Type of Work: ❑Addition 7A1teration Description of .W % /li►G � / � / h G�rJzrJS 14);4L tproc17717 ONew Repair/Replace o0 UDemolition ********************** **** **** ** * ** * * ** Fees**%* ***: x********* ***+ x* *************** **** ** Submittal Fee $ Permit Fee $ QSO Cs CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ pl V Structural Review $ TOTAL FEE NOW DUE $ 4) ° DO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - ter r Owner or Agent 7 Contractor The foregoiinn instrument was acknow edred b fore me this / / The forego instrument was acknowledged before me this --te day of _ l�.%l , 20%, by Ei a 05 1?or.JS,,./ day of Jail- , 20/2, by iceeec /S3.7/ e'er who i rsonally kno1y me or who has produced who is — — A ido NOTARY PUBLIC: Sign: Print: lion and StiMARliditftikeliitS bath. • Notary Public - State of Florida My Comm. Expires Aug 25, 2013 0,0 Commission # DD 918427 ',,,,, Bonded rough National Notary Assn. My Commission Expires: APPROVED BY s%i�s. /0/ �/7/02-- Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /1012009)(Revised 3/15/09) own to s e -- as iden NOTARY PUBLI Sign: Print: or who has produced o�ACI� si Notary Public - State of Florida •= My Comm. Expires Aug 25, 2013 Commission # DD 918427 Bonded Through National Notary Assn. • My Commission Expires: Zoning Clerk Coastline Windows & 1018 Floranada Rd. Ft. Lauderdale, FL 33334 Phone: 954 - 776 -5827 Fax: 954 - 776 -5829 coastlinewindow @bellsouth.net QUOTATION L1 CONTRACT a LEGAL OWNER OF PROPERTY MI: e l< Os"T-J ,U ,lC 1. JOB SITE ADDRESS 1■1 l07-11-1 g - - CITY -&4 5O,$ ZIP 3316 JOB SITE # WORK# CELLULAR # 305-74a -3 6R4'fr FAX # iJ s, \AThJJ 0/%11 11� s !�_ ��� k - 11 a 1 s CA M� ^, cit oJa I�; s c Ot= mow) NH S DucLut64150 ice f A t-- b1 o lee By By PERMIT & ENGINEERING ARE INVOICED SEPERATELY READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. LEGAL OWNER OF PROPERTY ONLY COASTLINE i' . • WS 8 DOORS, INC. • \1-111 1�- DA BUYER'S RIGHT TO CANCEL if this Is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment.° ON REAR NOTICE OF CONSUMER RIGHT I HAVE READ AND UNDERSTAND THIS CONTRACT COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. BUYER'S INITIALS X idb4FER4AL'8r INSTALLATION 50% DEPOSIT 3>tQO 25% DUE ON DELIVERY 00 1, 55'0 00 OTHER BALANCE DUE ON COMPLETION l,,p Please make all checks payable to: Coastline Wndows Doors, Inc. pumi 00 WHITE - OFFICE / YELLOW - CUSTOMER Parcel ID Number. 11- 2136- 007 -0320 Warranty Deed This Indenture, Made this J'z 3 day of v 1vOV tber , 2011 A.D. , OSHIE ANN MASON- ASPINALL, an unremarried widow, individually as Successor Trustee of THE ROBERT ASPINALL TRUST DATED JULY of the County of Palm Beach , State of Florida NICHOLAS P. OSTROWSKI, a married man whose address is: 185 NE 107 STREET, Miami Shores, FL 33161 Between and 21, 2011 ,grantor, and of the County of Miami -Dade State of Florida , grantee. Witnessed) that the GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEES heirs, successors and assigns forever, the following described land, situate, Tying and being in the County of Miami -Dade State of Florida to wit: - Lot 16, Block 209,,of DUNNINGS MIAMI SHORES EXTENSION NO. 3, according to the Plat thereof, as recorded in Plat Book 42, at Page 33, of the Public Records of Miami -Dade County, Florida. Subject to restrictions, reservations and easements of record, if any, and taxes for 2012 and subsequent years. and the grantor does hereby fully warrant the tide to said land, and will defend the same against lawful claims of all persons whomsoever. In Witness Whereof, the grantor has hereunto set her hand and seal the day and year first above written. Signed, sealed and delivered in our presence: OSHIE ANN MASON- ASPINALL, an unremarried widow, individually and as Successor Trustee of THE ROBERT ASPINALL TRUST DATED JULY 21, 2011 _ , Printed Name : `AKezc- 214dV Witness Ot 1! s 'err" (Seal) OSHIE ANN MASON- ASPINALL Individually & Successor Trustee P.O. Address: 15740133 Terrace N., Jupiter, FL 33478 Printed Name j f s 11 ihrn E• tci l_ Witness STATE OF Florida COUNTY OF Palm Beach �2 The foregoing instrument was acknowledged before tae this `" 23 day of . • NOUCNYI , 2013. by OSHIE ANN MASON - ASPINALL, an unremarried widow, individually and as Successor Trustee of THE ROBERT ASPINALL TRUST DATED JULY 21, 2011 brae L4;6 -tit M2.50 Co 4. !-O C24 " 0 she is personally known to me or she has produced her as identification. NOTARY PUBLIC -STATE OF FLORIDA ""....,Elizabeth Gabriela Ruiz Printed Name: fE 1i 2c1brt Adq R,J1 Z, Notary Public EIL/ Le113 Oj;q 040t10150 fb CERTIFICATE OF LIABILITY INSURANCE 02102/12 DATE (filMiDDrYy) . . . _ . PRODUCER JW Insurance Services THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . Phone (954)583-7213 Mfugete, FL 33063 Fax (954)583-2045 ,g7RE_DIE COMMIE APPO--BM OYMN lagi-ICI.MNAlcBEL:W*— INSURERS AFFORDING COVERAGE _ ; INSURED Coastline Windows & Doors, Inc. • ,atieURER A: Canal Inde mnA INSURERS: , 1018 nomads Road trampt e: Ft Lauderdale, FL 33334 INSURER D: . INSURER E: COVERAGES ' INSURER Ft ,JW 1/tK PAGE 01/01 100 NOrth Slats Road 7, # 106 =Yoe. • ' THET'OLTCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE NAMED ABOVE FOR THE POLICY PERIOD iNDICATED. NOTvinTHSTAtiOINO.— ANY REQUIREMENT, TEK OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERED118 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. melt ADM LTR. MOM_ TYPE OF INSURANCE POLICTHUMBIBR DALE pakoom_._Ege REVDEIPPA POLt0Y EFFECTNE POLIVY EXPIRATION GENERAL LIABILITY COMMERCIAL GENERAL UABIUTY CLAIMS MADE OCCUR A •-• — — • • GEM. AGGREGATE uMir APPLJE5 PER:: POLICY PROJECT • LOC ' AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS • GARAGE LIABILITY - ANY AUTO EXCESSRATEREUA UABIUTY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ WCFIKEICS COMPEISAIIIIN *tic - EMPLOYERS LIABILITY ANY PROPRIETOR/ PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? BYO& describe under • SPECIAL PROVISIONS below OTHER GL102231 ------. LIMITS EACH OCCURRENCE — 1,000,000 TIMM VIEWED- 10/1 7/11 10/17/12 iFRIERMID__occurenc_SL ; meo ExP (Arty one PerS0n) 5,000 PERSONAL a ADV INJURY GENERAL AGGREGATE PRODUCTS . COMP/OP AGO , Fire Dams. go Liability COMBINED SINGLE LIMIT (Ee eacklere) BODILY INJURY (Par pecn) BODILY INJURY (Per acetclenS 1.000,000 2.000,000 —.1,0130,000. so,opoi PROPERTY DAMAGE (Per acchleri0 •—. ; . AUTO ONLY AmIDENT OTHER THAN EA ACC AUTO ONLY Atm__ • EACH OCCURRENCE AGGREGATE EL EACH ACCIDENT DISEAS E - EA EMPLOYER. — • EL DISEASE - POLICY war DESCRIPTION OF OPERVIONSILOCAilitiffiVEHICLES/EXCLUSIONS ADDED BVINDoBsEirsitri / sPECIAL PROVISIONS . *** WINDOW & DOOR INSTALLATION a** CERTIFICATE HOLDER City of Miami Shores 10080 NE 2 Ave Miami Shores, FL 33138 AbOmo 21.1(2#61-48) QF — CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TFIFLIFT, BUT FAILURE TO DO eo *MALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTWORizEo REPRESENTATIVE AdITIFTD-t art -PORATION . — CERTIFICATE OF INSURANCE bAtt nenoINYYYY) 9/30/2011 PRODUCER PATRIOT RISK SERVICES, INC 2001:13kOWARD BLVD SUITE 2000 FT LAUDERDALE FL 33301 954- 727 -7000 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO R14HTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURED Howard Leasing Inc IJC1F Coastline Window & Doors Inc, 6302 M11mlce Avenue West Suite K Bradenton FL 34209 COVERAGES INSURERS AFFORDING COVERAGE INSURER A: G UARANTEE INSURANCE CU. INSURER B: Amen 300 INSURER C: INSURER p: INSURER E: • TDB POLICIB 3 OF INSURANCE LIBIDO UULOW NAVE BEEN ISSUED TO THE Gall RD NAMED AROVn TOR TITS POLICY 17IRUOD 1NDICATBD. NLr1WTA1TTANDn4U ANY REQUIREMENT, TERM OR COMMON OF ANY CONTRACT OR 071E71 DOCUMENT W1W RE9TR:CT TO WIIIC(T THIS CBRTIPICATB MAY UU lantlEb OR MAY PERTAIN, TILE INSURANCE AFFORDED RV TILE POLTC1TIS TTERCR MD IIBRBIN IS 1SUa1LCT TO ALT THE TRRMR. IXCI.TTRIONS AND CONDITIONS OP NADI POLICUSS. AOOR60ATE LIMITS SHOWN MAY HAVE BEEN REDUCED RY PAID CLAIMS INSR LTR ADM IFISRD TYPO Or IN5URAttCC POLILW NUMBER POLICY UVCCTNE --POLICYEXPIRATION TTATP(e.aa lure rt (IATC(UMRItWfl EACHOCCURRuNcr LIMITS �S e?6NCAALLtAD0.aY ...SCAL � seism. UApulr 1 { Rand MADE occIS `enlace TO RENTED PROM $ MED F.xP thy on. PMSrn) $ • • PERSONAL A ADV INJURY $ .,— arm OENERALAOGREGATE $ - Aarde'rd7CU.TesaUEAPEe eel ice ■ PT UCCT ■ LUC PRODUCTS-CGYPIOP AGO $ AUTOL1DS4E — — LIABILITY ANY AUTO ALLOWNCD AUIV5 OPICDULED AUTOS MEP Att105 NON -OWNED AUTOS ... COMBINED 80101.E LIMIT (Each MAHAR $ BODILY INJURY (Each Pewee, BODILY INJURY (Per AcakTN) PROPERTY DAMAGE (P.tAaaldrn,) $ - =RAM LIAMILITY ANYAWTO AUTO ONLY- EA ACCIDENt 5 OTRIRTNAN PA ACC 5 AUTO ONLY A130 $ � exeneueBRELLA 1 LIABILITY vacua 0 CLAIMS MADE booms= RETENTION $ EACH OCCURRENCE $ AGGREGATE $ - A WORMER COMINM :ATIONAND EMPLOYERS. LIABILITY ANY PEOPRIETORfPARTNF DxtICUTIYE WIDER/MEMBER EXCLUDED? NO It, yes, Qeseebe and r SPECIAL PROVISIONS LAW OFEO258000001.111 6/I/2011 wceun. Om. C I tam UYm ea $ 00 1,000,000 6/1/2012 $ 1.000.000 $ 1.000.000 B R DESCRIPTION OF OPERATIONS i LOCATIONSNEHICLES 1 EXCLUSIONS ADDED BY Work'compasation covemge is !melded by enmmet to all empioyaos Of Howled I.vnsin& kw assigned to Coastline Windows IRRployvve tlut annoyed awl assigned by Howard Leasing Ina. is Coastline Windows 10 MOM in.:, e1Te ltivu %1i3 .V Pax 305 -756 -8972 e. - - n _ .., net' ENDORSEMENT / SPECIAL PROVISIONS la Coon Me. Coverage dots not apply to Any 1 City of Miami Shores 10050 NE 2nd Ave Miami Shores. IL 33138 L1lOULD ANY OP TDB ABOVE DESCRIBED POLICIES RE CANCELLED nErosE THFi 1001RAT)ON DAIS T1IUIu oY. THE ISStANO INSURER WILL ENDEAVOR TO MAR, 10 DAYS WRITTEN NUMB TO T Ol CURTIF)GATL' HOLDER NAMED TWINE LEFT. Ill IT BATT,tIWI TO D01i13))ALL DOOM NO OULIUATION OA LIABILITY OP ANY KU4O UPON THE TAsrnn, TTR AM/MU( tutmanorrAT1VES. 4996788 STATE OF,FJLORIDAy ��, }a w- DEPARTIgiS RUN OnisAgTRYRL C ' DII3'Ci _m TI SEW L1cOo616009.81 DATE BATCH NUMBER LICENSE NBR 06/15/2010 090479818 ;, CGC1516961 The GENERAL . CONTRACTOR Named below IS CERTIFIED„..,.i Under the provisions of Chapterz4 Expiration date: AUG 31, 2012 SMID, KAREL Z COASTLINE WINDOWS & DOORS INC 1081 PLORANADA ROAD OAKLAND PARK FL 33334 :CHARLIE CRIST CHARLIE LIEN GOVERNOR DISPLAY AS REQUIRED BY LAW INTERIM SECRETARY BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, ft; Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Receipt #:180 -8826 Business Name: COASTLINE WINDOWS & DOORS INC Business T GENERAL CONTRACTOR (GENERA; y�'CONTRACTOR) Owner Name: KAREL Z SMID Business Location: 1018 FLORANANDA RD FT LAUDERDALE Business Phone: 954 - 658 -5322 Rooms Seats Employees 1 Business Opened:03 /31/2009 State /County /Cert/Reg:CGC1516 9 61 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: COASTLINE WINDOWS & DOORS INC 1018 FLORANANDA RD FORT LAUDERDALE, FL 33334 2011 - 2012 Receipt #04C -10- 00005252 Paid 09/27/2011 27.00 CATEGORY 5 Engineering Services, Inc. 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax CA #25854 2007 Florida Building Code ASCE 7 -05 Design Pressures for Components and Cladding Wind Velocity (mph) 146 Importance Factor 1.00 Exposure Category C GCpi + Kd Mean Roof Height (ft) Building Width (ft) Building Length (B) Roof Slope (x:12) Width of Edge Strip (ft) 0.18 0.85 15 60 80 3 6 Wall Openings Contractor Coastline Windows & Doors Prepared By AS Client Name OStrowskl Location 185 NE 107th St Miami Shores, FL 33138 Our Ref CWD 01120124 Opening ID Opening Description Location Zone Opening Elev. (ft) Opening Dimensions Width (In) Height (In) Max. Positive Pressure (psf) Max. Negative Pressure (psf) 1 Horizontal Roller - 4 9 37 51 1/2 45.6 -49.6 2 Horizontal Roller 4 9 36 39 46.5 -50.4 3 Horizontal Roller 4 9 55 51 1/2 44.4 -48.4 4 Horizontal Roller 4 9 73 1/4 51 1/2 43.6 -47.5 5 Single Hung 4 9 18 1/2 39 1/2 46.5 -50.4 6 Casement Window 5 9 37 51 1/2 45.6 -60.5 7 Horizontal Roller 5 9 37 51 1/2 45.6 -60.5 8 Horizontal Roller 4 9 74 51 1/2 43.5 -47.5 9 Horizontal Roller 5 9 37 51 1/2 45.6 -60.5 10 Horizontal Roller 5 9 55 1/2 51 1/2 44.4 -58.1 11 Single Hung 4 9 18 1/2 39 1/4 46.5 -50.4 12a Horizontal Roller Mulled (1 of 2) 4 9 74 50 5/8 43.6 -47.5 12b Picture Window Mulled (2 of 2) 4 9 74 28 1/2 45.3 -49.2 Analysis by: Emma T. Mellinger, P.E. FL# 50b49 1/24/2012 /c7/i2 Qq) (g) ® RR „ 74.71517) a7s-# %a eVkr6ilvi Cvm AR V ami Shores Village Cl RECEIVED FEB 13 2012 q 0',, F D DEF'.1 LC DEPT .'. 1.0 0E IPI DANCE WI fI -FALL FEDERAL '( `.S AND REGULATIONS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION TIC ACC T. M. Window, LLC 601 NW 12th Ave. Pompano Beach, FL 33069 ANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372.6339 www.maimidade.Gov/buildinscode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approv Code, incl DESC '11 iii, e High Velocity Hurricane Zone. TION: Series 805 Aluminum Horizontal Rolling Window - ri. comply with the Florida Building APPROV 1 v 11 i e . `Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated 02/10/10, prepared by Al- 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 , tion date by the Miami-Dade County Product Control Divisi MISSILE IMPACT G: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type s�: y �,. L�.t . i psffor Metallic Sweep Latches. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAM1•DADE CO APPROVED NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07 /31/09, signed & sealed by Julio E. Gonzalez, P. E. 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 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 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 -94 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. (Submitted under NOA No. 09- 0105.02) 4. 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 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) E -1 Jaime D. Gaston, E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, 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, prepared by Al- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmed, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -2 T. M. Window. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FM-5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 (sheet 1 of 7) 3/18° ANN. GLASS .090° INTERLAYER SAFLEX BIG BY SOLUTIA 3/18° ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 8 3/18' HEAT STREN'D GLASS 120' INTERLAYER UVENOL -U0 RESIN BY 'SURFACE SPECIALTIES INC.' 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16" HEAT STREN'D GLASS SIUCONE GE RGS7700 DOW CORNING 995 SIUCONE GE RGS7700 DOW CORNING 995 OVERALL GLASS TYPE 'C' 7/16' OVERALL GLASS TYPE 'B' 3/18' ANN. GLASS .120' INTERLAYER UVEKOL -U0 RESIN BY 'SURFACE SPECIALTIES INC.' 3/16" ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 1/2' OVERALL GLASS TYPE 'D' GLAZING OPTION$ SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' TEMP. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS .090' INTERLAYER SAF1.EX IIIG PVB BY ' SOLUTIA' 1/8° ANN. GLASS z SIUCONE GE RGS7700 DOW CORNING 995 11 /16° OVERALL INSUL GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 74° MAX. WINDOW WIDTH 9 3/8' MAX. • HEAD SILL O AU UN uA a1L10 LOAD RATING SHOWN ABOVE OR - PSF SMALLER tea• __4_ ._..� II - -4,-- i ,III ii II II li 1 0 it 0 u o !� GLASS TYPE 'E' EX T.( +) 1NT.( -) 32 7/8' Dl. OPG. 37 1/2' 8' MAX. HEAD /SILL CORNERS VENT WIDTH 33 1/2° D.L OPG. TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING 012 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE. IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT COATED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SI -AL:L MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eng': JAVAO AHMAO PIA PE ! 70592 CAN. 3538 FEB 1 9 2010 u 74' 0 0 0 B 8 S 0 G 1 8 drawing no. W08 -81 MAXIMUM DESIGN FOR SIZES AU UN uA a1L10 LOAD RATING SHOWN ABOVE OR - PSF SMALLER GLASS TYPE 'B' GLAS8 TYPE 'C' GLASS TYPE '0' GLASS TYPE 'E' EX T.( +) 1NT.( -) )8S E ) INT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METAUJC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING 012 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE. IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT COATED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SI -AL:L MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eng': JAVAO AHMAO PIA PE ! 70592 CAN. 3538 FEB 1 9 2010 u 74' 0 0 0 B 8 S 0 G 1 8 drawing no. W08 -81 FALSE MUNIWS (SURFACE APPUED) MAY BE USED 111" MAX. WINDOW WIDTH 10 1/4" MAX. 3• HEAD \SILL AT FIX. LUTE O1_1 �I 1 1 I 1 32 7/8" g a 33 1/2" 9 3/8" MAX. NERD \SILL r AT VENT III 1 1 6° MAX. HEAD /SILL CORNERS __JL___1_= -- -1r - - -�I - u 11 11 .1 11 1 32 7/8" D.L OPG. 37 5/8" VENT WIDTH D.L. OPG. D.L. OPG. 37 5/8" VENT WIDTH Aux JILT MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE T GLASS TYPE '8' GLASS TYPE 'C' MASS TYPE '8' EXT.( +) 1NT .( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED AWN LATCHES. FOR METALLIC SWEEP LATCHES LOOT MAX. LOADS TO *80.0 PSF it V AD0L. ANCHOR RE00. FOR INSTAUAT10NS 810 WOOD STRUCTURES OR THRU WOOD BUCKS. INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAX. �' WINDOW WIDTH 14 7/8" 3" LI., r 1 .I III. :1 .I .11 -_ ____if.___ qr II it B O II =.C====O====y:-=-14===- ' � it > ::- II S u n n n „ I 211 of it I I I - L'- -_� �I - - 1 rr j1 TYPICAL ELEVATIONS 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH 50" MAX. 0.1. OPG. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 1 NT.(-) EXT.( +) 1 NT.( -) 60.0 90.0 90.0 Ergr: 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS W1T1i SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LN1T MAX. LOADS TO *80.0 PSF. NOTE: GLASS CAPACEIIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 JAvAo AF0840 awL FLCCAN. /70692 CB 1 a 2010 24 5/8° D.L. OPG. 29 1/4° VENT WIDTH 6" MAX. HEAD /SILL CORNERS Division fa1V A I O U 8 8 9 i r-^ 1 drawing no. W08 -81 (sheet 2 of 7 TOY WOOD BUCK ° 4 ° ° G ° • ° G ° 4 ° ° ° ° TYPICAL ANCHORS SEE ELEV. FOR SPACING Mf� a) META. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 105" MIN. 1M1;91I -DADS COUNTY APPROVED II I MULLION & MULLION ANCHORS I i 1 ISEE SEPARATE NOA I1 1/8" _d _� =_� - - 3 II TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALE SILICONE OR ACRYUC SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES; WI = 1 -1/4" X 1/4" 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 MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CUP ADAPTER TYPICAL ANCHORS SEE ELEV. FOR SPACING W2 TYPICAL ANCHORS 3 PER CUP WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F • TYPICAL ANCHORS: SEE ELEV. FOR SPACING WITH 1/4" OML ULTRACON BY 'ELCO' (Fu =177 K9, Fy=155 15A) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU :NRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR 5ELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105° MIN. (Fy = 36 KSI MIN.) ..LUMIN_�.. T=° — _. —T5 MIN.) EEL IN CONTACT WITH TO - ALUMINUM )14 SMS OR`SELF jifiguallszwy.S INTO MIAMI —DADE COUNTY APPROVED MULLIONS HIM SPACE) TYPICAL LOGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS 1 c = 3000 PSI MIN. C -90 HOLLOW/HU.ED BLOCK AT JAMBS Pm = 2000 P51 MIN. TED OR PAINTED) (MIN. THK. Env: AVM). AMMO FM. PE / 70582 CAN. 3038 as complying with Om Fled& Bonding Code NO 8") FFR 19 2010 na‘V Z gt Oil 4 rep of og m 2 0 2 cn s os <x a PWO -' gz -6 aloe °a o M 0 0 0 S S d s 0 c if P S' 8 1 8 drawing no. W08 -81 (sheet 3 of 7 ) 1/4` SHIM 1/4• MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING I Br Wp'pD BUCKS TYPICAL ANCHORS 0 V fl1 FOR SPAC ELEV. EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4" MAX. 1/4" SKY WOOD BUCK STRUCTUOR -A TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MAW-DADE COUNTY APPR.D NULUON SEE SEPARATE NOA VENTS WITH SPRING LOADED LATCHES EXTERIOR drawing no. W08 -81 sheet 4 of 7 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING © I XO LAYOUT OX OPPOSITE XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR.D MUWON SEE SEPARATE NOA VENTS WITH SWEEP LATCHES Engn JAVAO aHMw cYu Flt. PE t57308592 'PODUCCREVISED .s complying with the Roth trading Cods 'impasse Nou WINDOW WIDTH EXTERIOR WINDOW WIDTH drawing no. W08 -81 (sheet 5 of 7 ) F� -3.069 .082 1.875 I 2.437 1 1.425 TOP & BOTTOM RAIL FRAME HEAD .313 `rV f - 1- 1.420 10) SILL TRACK 16 FIX. STILE REINF. 2.373 .929 L SILL CUP ADAPTER 1.235 ITEM PART 6 QUANTITY. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 7M -130 1 FRAME HEAP 6083 -19 - 2 104-1338 1 FRAME SILL BASE 6083 -16 - 3 TM -134 1 FRAME 5111 TOP 6083 -48 - 4 TM -132 AS REOD. FRAME JAMB- VENT .8083 46 - 5 TM -131A AS RE00. FRAME. 4A618 - FIXED 8083 -46 - 6 714-138 2/ VENT TOP AND BOTTOM RA7. 8083 -T6 - 7 TM -139 1/. VENT JAMB 575.6 6083 46 - 8 , TM -140 1/ VENT MEETING 510.E 6063 -46' - 9 TM -137 1/ VENT P560 STILE (SPRING LOADED DITCH) 6063 -76 - 9A TM -137A 1/ VENT PIED STILE (SWEEP LATCH) 8063 -T6 - 10 TM -136 1 sal mac INSERT 6083 -T6 '- 11 1M -135 1. 5111 CUP ADAPTER 12' LONG 8083 -T6 AT MTG. 517.E LOCATION 12 TM -118 1/ VENT SPRING LOADED, VENT LATCH. 3-1/8' LONG 6083 -76 AT MC SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 18 X 3/4' 2/1A1CH SWEEP LATCH MOUNTING SCREWS - EH 516 13 01-141A AS REOD. GLAZING BEAD (LAMINATED GLASS) 6083 -76 - 13A TM -181 AS RE00. GLA2NG BEAD (INSUL. UW. GLASS) 6063 -76 -. 14 7M -154 AS 9700. WIND LOAD CLIP. 4' LONG 6083 -76 - 15 - 1/ 510E MEETING S1RE. RENFORCNG 8063 -76 - 16 - 2/ STILE FI5ED SIRE REINFORCING 6063 -16 - 17 831225 AS RE00. FIN SEAL VISTRI PING (.270' X .220' 6108) W00L - 1e W43371 AS RE00. FIN SEAL W'STRIPPING (.187• x .370. 8106) 1!001 - 19 843201 AS IMOD. FN SEAL W'SIRPPNG (.1er x .280' HIGH) 8001 - 20 P5043 - ADHESIVE BACK CLOSED CELL IOW - 7/6' X 1/2' X 1 -7/18' LONG 21 - 2/ VENT VENT ROLLER HOUSING & GLADE PLASTIC AT EACH END 22 - - VENT ROLLER /WHEEL BRASS - 23 112 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHIWPS SUS 24 110 X t' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS 5E5 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 831175 AS RE00. FN SEAL wSIPoPPING (.187' X .175. 8198) NOCE - 27 7M -151 1 SILL RISER 8063 -1B - 1.750 3.270 2.708 1.641 FRAME SILL TOP MEETING STILE .082 12 VENT LATCH 1.764 .937 .082 .092 082 TYP. 2.628 1.919 1.799 3.042 3.283 3.168 1 3.042 mower taw= RAo RIplyin9 11m1W� PNWi14 0.02 4. )r 3.089 FRAME SILL BASE .875 0 FRAME JAMB - VENT .875 I+- O FRAME JAMB - FIXED SILL RISER `EB 19 2010 drawing no. W08 -81 sheet 6 of 71 .435 .163 2.312 .055 2.312 .055 1.437 1.375 ' 1.237 1.237 1.000 .602 '040 •582 .FO .040 .500 I� I_.923 d BEAD LAM- GLASS) 1J GLAZING (LAM, .923 BEAD GLASS) I CI GLAZING (INSUL. O FIXED 1.750 STILE (SPRING LATCH) O FIXED 1.750 STILE (SWEEP LATCH) 1.764 .937 .082 .092 082 TYP. 2.628 1.919 1.799 3.042 3.283 3.168 1 3.042 mower taw= RAo RIplyin9 11m1W� PNWi14 0.02 4. )r 3.089 FRAME SILL BASE .875 0 FRAME JAMB - VENT .875 I+- O FRAME JAMB - FIXED SILL RISER `EB 19 2010 drawing no. W08 -81 sheet 6 of 71 sheet 7 of 7) (2) 912 x1 1/4" PH. SMS. ASSEMBLY SCREWS (2) 910 x 1' PH. 5115. ASSEMBLY SCREWS (2) 910 x 1' PH. SUS. ASSEMBLY SCREWS FRAME TOP CORNER FIXED MTG. RAIL TOP CORNER VENT TOP CORNER (2) 910 x e PH. SMS. ASSEMBLY SCREWS FIXED MTG RAIL BOTTOM CORNER ASS BEMBLY SC RE . Eagr: JAM MONO OWL FLA. PE 9_70592 CAN. 3018 VENT BOTTOM CORNER 00 PRODUCTRBVISBD aseplytog web Fb a Maw Cade Awopsu NoO' - RIO 02 •� -err -s 014 /r 'fir drawing no. W08 -81 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NO OF ACCE . Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued and The documentation submi by the Board of R the u .11 1 .. CE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com e applicable rules and regulations governing the use of construction materials. been reviewed by Miami -Dade County Product Control Division and accepted Appeals (BORA) to be used in Miami Dade County and other areas where allowed by onty Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descri designed to comply with the Florida Building Code, including the DESCRIP APPROVAL D w " . • - ., +t - . "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of A c c e p t a n c e n u m b .. • ... e . o. - • .l.,; - . unty Product Control Division. MISSILE IMPA Limitation: 1. Exception: Glass type I s u ee is no approve • or mall Missile Impact Rating 2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 psf. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. TING: Large and Small Missile Impact Resistant NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. . CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Viqar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Vigar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. 01 HER 1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. to,4 ' 0,44, Ishaq I. thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMLL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. HEAD /SILL ■■ it 4 / 11 /, II // 1 n I II 1 II B I / /% B ----=ter-- _ 11 1 -TU. 11 / 47 3/4" 47 3/4" D.L. OPG. (VENT) (SE VENT WIDTH m TYPICAL ELEVATION EQUAL UTES ESIGN CAPACITY 5 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE MAY BE USED \ n 701 O � _ _ O C VRODUCT REVISED to complying with 01e Fled&. Bsitisg Cede Atteptrier NNo 04,tnE n Date (t4„ 1.1 44,4-1.- TYPICAL ELEVATION aiDr pmiselCoa of WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) E_ 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. HEAD /SILL / /% B ----=ter-- II II II If 11 ll__ LL --�r ----= 1 j, 1 1 — 47 3/4" D.L OPG. (VENT) 50 1/8" m VENT WIDTH 10 2 5 1/2" MAX. HEAD /SILL CORNERS D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375° D.L.O. HEIGHT = WINDOW HEIGHT /2 — 4.5° LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Eng., ARSHAD =AR CML FUL PE U31:1883 C.A.N. 3538 AUG 1 2 2009 0 n 0 0 0 8 i1 8 8 1 8 B drawing no. W06 -34 (sheet 1 of 8 ) DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS LASS TYPE 'S IASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE 'F' LASS TYPE '0' LASS TYPE 'R GLASS TYPE 'I' GLASS TYPE '3' WIDTH HEIGHT .' -' EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' (4) 80.0 ' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 19-1/8. 26 -1/2' 37' 53-1/8' 36 -3/8' (4) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 B0.0 80.0 80.0 60.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 ' _ 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 -1 8 -5:... (5) 80.0 :0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26- 1/2' 37' 53 -1/8' 80.0 7.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 B0.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2' 37' 53 -1/8° 56 -5/8' (6) 90.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2' 37' 53-1/8' 63, (6) 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8 26 -1/2' 37' 53 -1/8' 72, (7) 80.0 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 76 -3/4' (7) 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 77.6 77.6 B0.0 80.0 74.5 74.5 80.0 80.0 24' 30' 36' 42' 48° 54' 46, (5) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 B0.0 80,0 80.0 80.0 80.0 24' 30' 36' 42' 48' 54' 60' (6) 80.0 80.0 70.0 70.0 61.0 61.0 B0.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 38' 42' 48" 54' 72, (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 78.3 76.8 78.4 78.4 24' 30' 36' 42" 134 (8) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70:0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - -. 61.0 81.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 80.0 - - 81.0 61.0 - - 80.0 80.0. 80.0 80.0 77:5 77.5. 80.0 80.0 () N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB l$6UCF RE07SED Ogg wall lAddig Code ittalitaue No,O�Z7 alikarodunstiDatal PBi881d6m�1 leriAto NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engn AHSHAD VICAR CML FLA. PE 9 3 CAN. 5636 8863 AUG 1 2 2009 ra‘V M tD z 7d. 4I 0. g b co Obi a V � � PO 401 I. i; a: C 7 r z W L . byl descriOtion m 8 4 8 A L$ 0 0 ■ A 8 • drawing no. W06 -34 (sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIALS. GIASS TYPE "8' GLASS TYPE 'F' WIDTH HEIGHT EXT.( +) 1N74-) EXT.( +) 1NT.( -) 19 -1/8' 60.0 99.3 80.0 115.0 26 -1/2" 26" 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 38 -3/8' 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19-1/8' 80.0 99.3 80.0 115.0 26 -1/2" 50 -5/8" 80.0 99.3 80.0 115.0 37" (5) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 96 -5/8" 80.0 99.3 80.0 115.0 37' (6) 80.0 99.3 80.0 115.0 53-1 /8' - - 80.0 115.0 19 -1/8' 80.0 99.3 80.0 115.0 26 -1/2" 83" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53 -1/8" - - 80.0 115.0 19 -1 /8" 80.0 99.3 80.0 115.0 28 -1/2" 72 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 19 -1/8" 76� 80.0 99.3 80.0 115.0 26 -1/2' ; 4' 80.0 99.3 80.0 115.0 37" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 80.0 99.3 80.0 115.0 48" (5) 80.0 99.3 80.0 115.0 54" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30' 80.0 99.3 80.0 115.0 36' 80.0 99.3 80.0 115.0 42" ie) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" - - 80.0 115.0 24" 80.0 99.3 80.0 115.0 30' 72" 80.0 99.3 80.0 115.0 36" (7) 80.0 99.3 80.0 115.0 42" - - 80.0 115.0 24" N. 60.0 99.3 80.0 115.0 30" (8) 80.0 99.3 80.0 115.0 ( ) NO. IN PARENTHESIS INDICATE NO OF ANCHORS PER JAMB taessewobbsuuci E4 Ftorfan Co ly1- �S�14 da itbelso NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Enga .06514.00 MAR FLA PE /38863 C.A.N. 3936 AUG 1 2 2009 Z � g rg 2 0 SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.) cc cg c 2 2 m$ o °o 8 6 8 Ca 8 i O 1i drawing no. W06 -34 (sheet 3 of 8 ) .015' URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT CLASS' 015" URETHANE ADHESIVE 1/8" ANN. GLASS SIUCONE DOW CORNING 995 1/8' ANN. GL SS .090" INTERLAYER SAFLEX 1110 PVB BY SOLUTIA 1/8" ANN. GLASS SIUCONE GE RGS7700 GLASS TYPE 'G' 1 /8" ANN. GLASS 120' INTERLAYER UVEKOL -L10 RESIN 1/8" ANN. GLASS S!UCONE DOW CORNING 995 GLASS TYPE 'C' 090° INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 3/16' ANN. GLASS 120" NTERLAYER LNEKOL -L10 RESIN 3/16" ANN. GLASS SILICONE DOW CORNING 995 c0 GLASS TYPE 'D' 1/8' ANN. GLASS 1/4" AIR SPACE 1/8° ANN. GLASS .090" INTERLAYER SAFLEX IIIG PVB BY ' SOLUTIA' 1/8° ANN. GLASS SILICONE GE RGS7700 GLASS TYPE THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 3/16" ANN. GLASS 090' INTERLAYER SAFLEX 1110 PVB BY SOLUTIA 3/16" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'E' 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREW° GLASS .090" INTERLAYER SAFLEX 111G P9B BY ' SOLUTIA' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7700 GLASS TYPE T n i 3/16" HEAT STREW() CLASS 120° INTERLAYER UVEKOL-LIO RESIN 3/16" HEAT STREW() GLASS SILICONE DOW CORNING 995 GLASS TYPE 'F' eltellUCTIMIWISED / FIMfr Aseiparsat lesptratimi By gS+ `7_ , _ nest ow Dm,. Relied Coded Env: ARSHAO MS/AR FE LA PE// 38863 CAN. 3538 v ! AUG 12 2009 Z E Cr 0 Io g. gEl gra ti?mf � 4 H1 0 a v 0 C 5 4 088 =5 ad 5 0 o S 8 a • I drawing no. W06 -34 sheet 4 of g VENT WIDTH 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG 1/4" MAX. SHIMS V TYPICAL ANCHO SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. (FIXED) WINDOW WIDTH FRAME WITH FIN OPTION P 1BY WWOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DARE COUNTY APPR.D CLIPPED MULLION SEE SEPARATE NOA ITEM PART 8 QTY. DESCRIPTION MATERIAL MAN F. /SUPPLIER /REMARKS 1 2 GW -36763 6W -37731 1 1 FRAME HEAD 8083 -16 6063 -16 - - _ - - - - -- FRAME SILL (4' HIGH) 2A 3 4 B4 -3608 1 FRAME SILL (3" HIGH) 6063 -16 6063 -16 - - 6W -31445 2 FRAME JAMB GW -36706 1 MEETING RAIL 6083 -16 - 5 GIN -36685 1 VENT TOP RAIL 6063 -16 - 6 CD- 37730 1 VENT BOTTOM RAIL (4' SILL) 8083 -18 - BA 7 GB- 37559 1 VENT BOTTOM RAIL (3" SILL) 6083 -T8 - GW -31134 2 VENT JAMB STILE 6063 -16 - 8 GW -31470 2 VENT STOP 8063 -15 - 9 19 -56 4/VENT GLAZING BEAD ANGLE 6063 -15 - 9A TM -123 4 /VENT GLAZING BEAD 6063 -T5 - 9B TM -170 4/VENT GLAZING BEAD 8063 -16 - 9C TM -181 4/VENT GLAZING BEAD (INSUL. LAM. GLASS) 6083 -16 - 10 18 X 1/2" 12 /VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 12 4037 (1) STRIP FN SEAL WEATHUAHIP - MTG.RAIL/FRAME 561 2240 (1) STRIP FIN SEAL WEATHEIAIHIP - VENT TOP 13 3722 (2) STRIP FIN 56AI_ WEATHERSTRIP - VENT JAMB 6T1115 14 - 2 1 1 /2'•7 /8'x3 /4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5" FROM ENDS CAST VENT TOP 156 18 TM -1186 2/VENT SPRING LOADED EGRESS LOCK 6063 -16 VENT BOTTOM RAIL - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CNAWELL SPIRAL BALANCES - AT FRAME JAMBS 18 YNR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 969 2/VENT CALDWELL BALANCE CUP - VENT 60TT. CORNERS 20 - 2 112 • 3/4" P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 112 x 1" P.H. SMS STEEL FRAME CORNERS 22 - 8 110 x 1" P.H. 5445 STEEL VENT CORNERS 23 - 4 18 • 3/4" F.N. 5445. STEEL (2) AT EACH LATCH 24 - 4 16 • 3/8" F.H. SMS. STEEL AT EA PLASTIC GUIDE 25 - 1 1.1 3 /164/4x1 /8' CHANNEL STEEL AT VENT TOP 28 - 2 1x1 /4 THK.x4' LANG BAR ALUM. (1)AT EA MTG. RAIL END 27 - 1 1 /2x1x1 /2x1 /8' CHANNEL STEEL AT MEETING RNL 28 TM -161 2 FN TRW FOR JAMBS 6063 -16 - 29 TM -183 1 FN TRW FOR HEAD 6063 -18 - 30 TM -164 1 FN TRW FOR SILL 8083 -18 - 31 TM -179 1 NTG. RAIL REINFORCING CHANNEL 6063 -15 AT MEETING RAIL 32 "TM -178 1 TOP RAIL REINFORCING CHANNEL 8063 -15 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH Emgc ARSH6D VICAR CIVIL FLA. U�3 AN AUG 1L 2009 nes=C= REVISED =Am with tbs Month Code Migideeee R° g�9 OyZS� �Itltm Date. r �w\ RI 1 n' Z ag 0 - S' no V mIII pa4g n 01 844 LL ¢ =o H U 3Nm I S gza rd pJ 9 laJ N 0 a9 0 8 8 B 11 c r h i OJl I drawing no. .W06 -34 (sheet 6 oT 8 -q 1.425 C9� S.�IJ I''] -� • COM0- ANL\W06- 34TMWl 2.so0 .062�d 3.7,9 ,25 3.Da2 `', 0 1.550 .082 a47 1 062 1.500 1.000 1.000 AL- FAROOQ CORPORATIOr ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 7EL. (308)284 -8100 FAX (306) 282897 1.092 bl 3.089 3.089 1.406 1.030 r `6 d 1,-.250 us d rye �'/ MTG. RAIL REINFORCINGS ALUMINUM 9A530 '04�I 6zz r- d .405 3.166�J 0 FRAME HEAD Ij�I Q - I MTG. RAIL REINFORCINGS STEEL 3.097 29 NAIL FIN (HEAD) 1.000 2.375 3 FRAME JAMB O 3.340 1.000 _ 1.250 385 Ip ? 04o1 6 99 .602 11 '� �2 I�Lv -`L ^^-- L.923 -.1 936- 1.688 1 I 1.1� �� ... 1.188 sea 2.186 - .052 .062 1 1.500 f % / .750 _�- .062 2190 0- - (SERIES 605 ALUMINUM SINGLE HUNG WOW. (TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781 -4430 FAX. (954) 781 -5078 6 C 4 .125 - 32 TOP ALUMMINUF�ORCING - 1.375 ZS TOP RAI ST EILFORCING O VENT STOP O FIXED MEETING RAIL 2.500 -. 28 NAIL FIN (JAMB) II 3.199 DUCT REVISED �v861ht No 2/ Z q{� �/ 1�0 6°_. .183 1.375 - 082 3.277 ® .5v 0 .040 .500 - .052 2.250 - 1 1.374 .062 1 - 1.324 - 1,.923 _f 1 F-- RAIL 2.500 1.750 1.214 1.389 0 .688 0 SASH SIDE GLAZING BEADS 1.000 I-- ® LATCH LOCK 1 - -- o m C NO CHANCE THIS SHEET REV. PER MOO COMMENTS I g� i F o 0 VENT TOP RAIL ® NAIL FIN (SILL) 2.202 .997 2 202 - 3.245 4.312 .684 '' .062 - I 3.812 ■ 3.245 a O' I9T. 3.927 .997 - 3.330 L- •062 - I I 2.830 4.347 ,062 3.439 I 0 8 =6 2 5 o 2.939 3.359 .062 m 2 a to o 0 1 (-' 8 n ^ i 1. Emir: ARSHAD vioAR C11L F & PE B 38683 CAN. 3338 AUG 1 2 2009 0 k- 1.375• ---1 VENT BOTTOM RAILS - ,.375 1 0 3.I41 FRAME NOTE: EITHER 51U5 SILL CAN BE USED 3.141 ® 7 d09n no. W06 -34 (sheet 7 of 8 FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER raCUUCf REvIt To gi` tea, Oddlaa Code Ng Z Engr. ANSNpe MAR FLA. � // 38883 CAN. 35.1e AUG 1 2 zoos OFE gE Rge pt, a o01tooa ale 461a '0 v 1 gg ga u r-- i iv E droving no. W06 -34 (sheet g of 8 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) -14,,_PTANCE NOA T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 I: (786) 315 -2599 www. mla m idade.govibulldf nd This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the DESC ' (IN: Series "338" Aluminum Fixed Window - APPROVAL DOCU er:es : Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "II" dated 05/23/06, prepared by A1- 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 Miami -Dade County Pro . ..n o Section. MISSILE IMPACT TING: Large and Small Missile Impact Resistant. LABELING: Each unit s a • r:r u ac 'e s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance 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 member preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0917.08 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. J.UISC MAMFDADE OUNTY -_ 9) 8 11 APPROVED NOA No. 10 -1214. Expiration Date: January 08,2014 Approval Date: March 31, 2011 Page T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07 /11/03, dated 03/03/11 with revision "S" dated 05/23/06, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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 -94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), dated 11/06/01 and May 22, 2003, FTL -2782 and FTL-2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 20I 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300-02/ 04 E -1 Jaime D. Gaston, '. E. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahinad, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL-2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and 05/22/03, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. (13- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09 /24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window -- L.M.I", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Garcon, P. Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 (sheet t of 5 ) SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL' APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE STaTtM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HA4i2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMIIED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERULLS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3 AND 2326.2. FROM ENDS FALSE AWNTINS SURFACE APPUED OPTIONAL 10 -1/2° NAX. HEAD /SILL —r II L I n I II 1i 11 II I 11 1I II 1, 11 n 11 h 11 II 11 11 II II n u II n 11 At= s =_Jyt It II II it 11 11 ' 11 11 ., II 11 11 I 11 I. II II II I, 11 II 7_-_-_-.:4-1 __ li___- 11 11 _ 11 �_ �I II II - - -' 11 1' - 1, 11 11 �I 11 �1 11 11 1 11 1f D.L. OPG. WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCCyITsRgBVL4BD l cads � � AateptanorNo z 8 S 11 ji a a 6 ffi drawing no. W03 -52 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE IF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. N) INT. ( -) EXT. ( +7 INT. ( -7 WIDTH LENGTH EXT. ( +) INT. a) EXT. (+) INT. (2) 35° 42° 48° 54° 60" 66° 72' 48° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 72.1 72.1 80.0 80.0 65.1 65.1 80.0 80.0 58.0 58.0 80.0 80.0 XX XX 80.0 80.0 36' 42° 48° 54" 60" 66° 80° 54° 38' 42° 48° S]' 73.7 73.7 80.0 80.0 19 -1/8° 28 -1/2° 37° 53 -1/8° 19 -1/8° 28 -1/2' 37° 53 -1/8' 26° 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 38 -3/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 88.6 88.8 80.0 80.0 65.1 85.1 80.0 80.0 80.9 80.9 78.5 78.5 X X xx 55.8 55.8 53.8 53.6 70.7 70.7 80.0 80.0 70.7 70.7 80.0 80.0 xx XX 80.0 80.0 19 -1/8° 28 -1/2' 37' 53 -1/8' 50 5/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 68.3 80.0 80.0 19 -1/8° 28 -1 /2° 37° 53 -1/8° 83° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 88.2 68.2 80.0 80.0 X xx 80.0 80.0 X X O K 77° 52.0 52.0 78.9 80.0 78.5 60.0 49.3 49.3 80.0 80.0 XX XX 80.0 80.0 19 -1/6° 28 -1/2' 37° 53 -1/8° 74 -1/4° 80.0 80.0 80.0 80.0 78.6 78.8 80.0 80.0 53.3 53.3 80.0 80.0 XX XX 80.0 80.0 X X X 80.0 80.0 36° 42° 48° 84" 47.8 47.6 80.0 80.0 XX X 80.0 80.0 xx X 80.0 80.0 19 -1/8° 28-1/2» 37° 53 -1/8° 77" 80.0 80.0 80.0 80.0 78.2 76.2 60.0 80.0 51.2 51.2 80.0 80.0 X X 80.0 80.0 38° 42° 96° X X X 80.0 80.0 XX xx 80.0 80.0 36° 102° XX 80.0 80.0 3e" 108° xx X 80.0 80.0 3/16° ANN. GLASS 1/2° AIR SPACE 1/8° ANN. GLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' f L PSP w "en• WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS): NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT. 1/8' ANN. GLASS SUJCO GE 7700 GLASS TYPE 'A' 1° NOMINAL NSUL LAM. GLASS 3/16° TEMP. GLASS 1/4° AIR SPACE 3/18° HEAT STREN'D GLASS .090° INTERLAYER SENTRYGLAS PLUS DT 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE GE 7700 GLASS TYPE '9' 15/16° NOMINAL. INSUL LAM. GLASS SILICONE DOW CORNING 995 GLAZING OPTIONS 21 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '0' WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. CO INT. ( -7 WIDTH LENGTH EXT. C +7 INT. CO 38° 42° 48' 54° 60° 68' 72° 48° 75.0 75.0 75.0 75.0 79.0 75.0 75.0 73.0 19 -1/8° 26 -1/2° 37' 53 -1/8° 26° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36" 42° 4a• 54° 60° 68° 72° 80° 75.0 75.0 19 -1/8° 28 -1/2' 37° 53 -1/8° 38 -3/8° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 78.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 72.0 72.0 19 -1/8° 28 -1/2° 37° 53 -1/8' 50 -5/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 38' 42' 48' 54° 60' 72" 75.0 75.0 75.0 75.0 19 -1/8° 28 -1/2° 37° 53 -1/8° 63' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 75.0 75.0 75.0 72.0 72.0 38° 42" 48• 54' 84° 75.0 75.0 19 -1/8' 28 -1/2° 37° 53 -1/8° 74 -1/4° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 38° 42° 48° 98' 75.0 75.0 75.0 75.0 75.0 75.0 38° 42' 102' 75.0 75.0 75.0 75.0 36° 42' 108° 75.0 75.0 75.0 75.0 38° 114' 75.0 75.0 35" 120' 73.0 75.0 38° 126» 75.0 75.0 3/16° HEAT STREN'D OLASS .120 INTERLAYER tNENOL -U0. RESIN 3/16° HEAT STREN'D GLASS SILICONE TREMCO TREMGIAZE 5500 GLASS TYPE 'C' 42011 ?RODUCTREVISBD • Mw8hilic Florida ang Code Aor pmnteNo 11491TationDate u 8 it g" ur Oi NO i gG 0 E c W o n x. drawing no. W03 -52 (sheet 2 of 5 8 DESIGN LOAD CAPACITY - PSI? WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'H' GLASS TYPE '3' WIDTH LENGTH EXT. 4+3 INT. 4 -) EXT. 4 +) INT. 4 -) EXT. 4 +) INT. 4 -) EXT. (+) INT. 4 -) 36" 42' 48" 54° 60" 66" 72' 48` 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 80.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 80.0 140.0 80.0 60.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 .90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 36' 42' 48' 54" 80' 86° 72' 60" 80.0 80.0 90.0 90.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 84.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36° 42° 48' 54° 60° 72" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 36' 42" 48" 54° 84` 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 84.1 64.1 80.0 80.0 80.0 98,7 80.0 117.9 36' 42" 48' 98" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 36° 42" 102° 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 64.5 90.0 90.0 80.0 111.0 90.0 137.1 38° 42' 108. 74.1 74.1 90.0 90.0 90.0 111.0 80.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 38' 114° 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38° 128' 72.7. 72.7 90.0 90.0 90.0 111.0 90.0 140.0 3/16" ANN. GLASS .090° INTERLAYER BUTACITE PV8 BY 'DUPONT' 3/18" ANN. GLASS SILICONE TREMCO SPECTRUM 2 68 7700 GLASS 'TYPE 'F' 3/16" HEAT SIREN D GLASS .090" NRERLAYER BUTACITE PVB BY 'DUPONT' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE '11' GLASS TYPE '3' WIDTH LENGTH EXT. 4+) INT. (X) EXT. ( +) INT. (X) EXT. N) 1NT, Ot) EXT. (+) INT. 00 19 -1/8' 26 -1/2" 37" 53 --1/8' 26° 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140,0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140,0 19 -1/8" 28 -1/2" 37° 53 -1/8" 38 -3/8' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80,0 80.0 90.0 90.0 90.0 111.0 90,0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0' 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8" 26 -1/2" 37' 53 -1/8' 50 -5/8 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 105.2 85.3 132.7 19 -1/8° 28 -1/2° 37° 53 -1/8' 83" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 60.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72,3 72.3 81.3 81.3 81.3 100.3 81.3 128.5 19 -1/8" 28 -1/2" 37" 53 -1/8" 74 -1/4" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 128.5 3/18° HEAT STREN'0 GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASIA( 61300 -04 (3 SEC. GUSTS). 3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS .090' INTERLAYER .090' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT° SENTRYGLAS PLUS BY 'DUPONT" 3/18" HEAT STREN'D GLASS 3/16" TEMP. GLASS L 1 W JIM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HOI8ZO4TALLY AS SHOWN ABOVE. TREMCO SPECTRUM 2 GE 7700 GLASS TYPE '0' GLASS TYPE GLAZING OPTIONS ' :II #41 WRY GLASS TYPE SILICONE TREMCO SPECTRUM 2 GE 7700 PPODUCT REVISED co 3withUmFlorida Vtoomienco No 8.014. ---v sl 1 S 8 a x drawing no. W03 -52 sheet 3 of 5 ) EXTERIOR 11 i1 11 r' TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING. STRUCTURE. :IMAM- I -DADS COUNTY APPROVED 1� 1! MUWON & MUWON ANCHORS 1I I SEE SEPARATE NOA 11 II I I li I �� 11 ' TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ELEV. FOR SPACING 1/4° DIA, TARCON BY 'mu' (F 120 KSS, Fy=92 KSI) 4° 1 a. 1 i:.K. : '31 •. (Fue177 KS, Fy°155 KSI) INTO 2BY WOOD BUC WOOD STRUCTURES IX MIN. ETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY fiGartNIFOLIASONRY 814 SMS OR SELF DRILLING SCREWS GRADE 2 CIW) INTO MIAMI -DADE COUNTY APPR MULLIONS (MIN. THK. = 1/8°) IN T STRUCTUR STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm + 2000 PSI MIN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. ..64;n i %w pm .. ? tAO .� sr.�n c eNo. b• !3 $ ®% drawing no. W03 -52 • 8 6 gg Sa 1 id c V. Wand bade Product (sheet 4 or 5 ) 3.375 .062 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /BEMA[288. 1 GW- 35277 -A 4 DAMON FRAME 608349 - 2 1298 AS REOD. GLAZING STOP RUBE 8063 -75 - 8 010 X 1° - FRAME ASSEMBLY SCREWS - PH SMS 8 TM -174 AS RE00. GLAZING BEAD (IAM. GLASS) 6083 -T5 - 9 _ - AS REDO. GIAZIN6 BEAD (OLSUL IAM. GLASS) 8083 -T8 - Q WINDOW FRAME GLAZING STOP TUBE 1.076 C) GLAZING BEAD (LAM. GLASS) 1/4' MAX. 1.645 SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING GLAZING BEAD (INSUL. LAM. GLASS) • 190 Nap BUCKS EXTERIOR D L OPG. Z gl Ri ik 1 I 1 4 TYP. CORNER DETAIL 1/4° MAX. SHIM METAL STRUCTURE TYPICAL, ANCHORS SEE ELEV. FOR SPACING mom= Remo Is o» aY7t0168F1addA mao Date • Q n 5 gg g..-0. k 8 drawing no. W03 -52 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION N e CE OF ACCE' ' CE OA .M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 Sc MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Rov/buildinucode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin DES APPROV i : .�� - r • �� �...�, . , eases uminum asement Window (L.M.I.)", sheets 1 through 6 of 6, dated 04/14/06 with revision C dated 08/27/09, prepared by A1- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RA 1 G: Large and Small Missile Impact Resistant LABELING: Each unit shal • -:. anent 1. or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 08- 0506.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.I.) ", dated 04/14/06 with revision C dated 08/27/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08-0506.11) 2. 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 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ¥1'L -4891, dated 04 /13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) E -1 Man I P P.E. Product Contro miner NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -98/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf —Glas, LLC for their "SAF —GLAS Polycarbonate Laminate ", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 25, 2009, signed and sealed by Arshad Vigar, P.E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0506.11, issued to T.M. Window & Door LLC for their Series "515" Outswing Aluminum Casement Window — L.M.I., approved on 06/05/08 and expiring on 05/01/13. Manuel Pe .E. Product Control er NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 E -2 SURFACE APPLIED FALSE MUNTINS OPTIONAL SNUBBERS (2) FOR WDW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' 37' WINDOW WIDTH 35' VENT WIDTH 30' D.L OPG. WIDTH CONGEALED HINGE 9' MAX. HEAD/ On; THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS. PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HWTZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON. DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 810 NOT UMRED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 14 3/8' MAX. si1EAD SINGLE VENT WDW U 72 1/4' BUTT HINGES AT SASH (2) FOR WDW. HT. UPTO 45' (3) FOR WOW. HT. UPTO 72' 4' MAX. HEAD /SILL CORNERS D.1. OPENINGS 01.0 HT.= WOW. HT -7.5' DLO W. (SINGLE VENT) = WDW. W - 7” DLO W. (DUAL VENT) = WOW. W/2 - 8.123' 14 3/8' MAX. 8' HEAD SILL DUAL. VENT WDW, LOCKS AT SASH (2) FOR WDW. HT. UPTO 48' (3) FOR WDW. HT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT ARC VK1AR FLA. PE i 38883 CAN. 3533 AUG 3 1 2009 {SERIES 515 ALUMINUM CASEMENT WINDOW (LM..) a 1, 0 0 o4 00 27. 8 1 0 8 drawing no. W06 -30 sheet 1 of 6 is 8 . DESIGN WAD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. CLASS TYPE 'C' GLASS TYPES 13', 'D & 'E' WIDTH HEIGHT EST.(+) 1NT.( -) EXT.( +) INT.( -) 19 -1/8' 62.0 82,0 80.0 80.0 26 -1/2' 24). 62.0 62.0 80.0 80.0 37' (2) 62.0 62.0 80.0 80.0 19 -1/8' 62.0 62.0 80.0 80.0 28 -1/2' 38 -3/8" (3) 62.0 62.0 80.0 80.0 37" 38 -3/8" 82.0 82.0 80.0 80.0 19 -1/8' (3) 82.0 82.0 80.0 80.0 28-1 2" 50 -5/8' 62.0 62.0 80.0 80.0 3 7� (4) 62.0 62.0 80.0 80.0 19 -1/8' 50 -5/8' 62.0 62.0 80.0 80.0 28 -1/2° g) 62.0 62.0 60.0 80.0 37' 62.0 62.0 80.0 80.0 19 -1/8' 74 -1/4' 62.0 62.0 80.0 80.0 28 -1/2' (6) 62.0 82.0 80.0 80.0 30' 74- 1/4°(6) 62.0 62.0 80.0 80.0 18' 62.0 62.0 80.0 80.0 24' 24' 62.0 62.0 80.9 80.0 30' (2) 62.0 62.0 80.0 80.0 36' (6) .62.0 62.0 80.0 80.0 18' 62.0 62.0 80.0 80.0 24' 36' 62.0 82.0 80.0 80.0 30" (3) 62.0 62.0 80.0 80.0 36" (2) 62.0 62.0 80.0 80.0 18" 62.0 62.0 80.0 80.0 24° 48. 62.0 62.0 80.0 80.0 30' (4) 62.0 62.0 60.0 80.0 35' 36. 62.0 62.0 60.0 80.0 18" (3) 62.0 62.0 80.0 80.0 24" 60' 62.0 62.0 80.0 80.0 30' (5) 62.0 62.0 60.0 80.0 38' 62.0 62.0 80.0 80.0 18' 48' 62.0 62.0 80.0 80.0 24' 6,- 62.0 62.0 80.0 80.0 30' (5) 82.0 62.0 80.0 80.0 36' 62.0 62.0 80.0 80.0 LB' 62.0 62.0 800 80.0 24° 72" 62.0 62.0 80.0 80.0 30' (6) 62.0 62.0 80.0 80.0 36" 62.0 62.0 80.0 80.0 37" 72" (8) 62.0 62.0 60.0 80.0 () NO. OF ANCHORS PER JAMB WINDOW W. MAMMA WIDTH A X XX APPROVED CONFIGURATIONS DESIGN LOAD CAPACITY - PSF P0R ( XX ) SIZER / 4 /ii\ I� li \ $\ X XX APPROVED CONFIGURATIONS DESIGN LOAD CAPACITY - PSF P0R ( XX ) SIZER WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 2'. 'D & '8' WIDTH HEIGHT EXT.( +) tNT.( -) EXT.( +) 1NT.( -) 26 -1/2" 62.0 62.0 80.0 80.0 37' 28" 82.0 62.0 80.0 80.0 53 -1/8" (2) 62.0 62.0 80.0 80.0 74'. 62.0 62.0 80.0 80.0 26 -1/2" 62.0 62.0 80.0 80.0 37" 38 -3/8" 62.0 62.0 80.0 80.0 53 -1/8" (3) 62.0 62.0 80.0 80.0 74" 62.0 62.0 80.0 80.0 26 -1/2' 62.0 62.0 80.0 80.0 37' 50 -5/8' 62.0 62.0 80.0 80.0 53 -1/8' (4) 62.0 62.0 80.0 80.0 74" 62.0 62.0 80.0 80.0 26-1/2" 62.0 62.0 80.0 80.0 37" 83. 62.0 62.0 80.0 80.0 53 -1/8' (5) 62.0 62.0 67.9 67.9 74" 48.8 48.8 48.8 48.8 26 -1/2' 62.0 62.0 80.0 80.0 37' 72• 62.0 62.0 65.4 65.4 53 -1/8" (6) 45.5 45.5 45.5 45.5 74" 32.7 32.7 32.7 32.7 24' 62.0 62.0 80.0 80.0 38• 24' 62.0 62.0 80.0 80.0 48" (2) 62.0 62.0 80.0 80.0 60' 62.0 62.0 80.0 80.0 72" 62.0 82.0 80.0 80.0 24' 62.0 62.0 80.0 80.0 38' 36. 82.0 62.0 80.0 80.0 48" (3) 62.0 62.0 80.0 80.0 60' 62.0 62.0 80.0 80.0 72" 62.0 62.0 80.0 80.0 24° 62.0 62.0 80.0 80.0 36' 48' 62.0 62.0 80.0 80.0 48" (4) 62.0 62.0 80.0 80.0 60" 62.0 62.0 80.0 80.0 72' 62.0 62.0 80.0 80.0 24" 62.0 62.0 80.0 80.0 36' 60. 62.0 62.0 80.0 80.0. 48" (5) 62.0 62.0 80.0 80.0 60' 62.0 62.0 69.6 69.6 72' 58.0 S8.0 58.0 58.0 24' 62.0 62.0 80.0 80.0 38' 63" 62.0 62.0 80.0 80.0 48' (5) 62.0 62.0 75.2 75.2 80' 60.2 60.2 60.2 80.2 72' 50.1 50.1 50.1 50.1 24" 62.0 62.0. 80.0 80.0 36" 72' 62.0 62.0 67.2 67.2 48' (8) 50.4 50.4 50.4 50.4 60' 40.3 40.3 40.3 40.3 72' 33.6 33.6 33.6 33.6 ( ) ° N0. OF ANCHORS PER JAMB SILICONE DOW CORDING 995 TREMCO TREMGLAZE 500 3/16' ANN. GLASS .015" URETHANE ADHESIVE .070° INTERLAYER 'SAF -GLAS' POLYCARBONATE .015' URETHANE ADHESIVE 3/16' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'B" SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16' HEAT STREW() GLASS .120" INTERLAYER UVEKOL -UO RESIN 3/16" HEAT STREW]) GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 n GLASS TYPE 'D' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" ANN. GLASS .120" INTERLAYER UVEKOL -U0 RESIN 3/16° ANN. GLASS SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 SILICONE GE RG57700 3/18' ANN. CLASS .090' NTERLAYER SAFLEX 1116 BY SOLUTIA 3/16' ANN. GLASS SIUCONE GE RGS7700 GLASS TYPE "E" raga ARC HOAR FL A. [ 38863 . 5536 AUG 31 2009 PRODUCE RP. VL9ED a canp1 * g wf8 the nadir Sean Cade 61011541011 Date a. O O n„ Ea 4 pr D 0 S 8 drawing no. W06 -30 sheet 2 of 6 IBY W000 BUCK ° a ° G° 0 it a a° 1[il W 11116'4 0 o. '711Mi 0 I~ t�l TYPICAL ANCHORS SEE ELEV. FOR SPACING x 1 e a o • o TYPICAL ANCHORS SEE ELEV. FOR SPACING HUTT HINGE OPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE 0 0 i 0 I d I I O '—L m 0 TIM ti O i © I - -11 ,►� R1 I Il�1LIR7t� 1 v MN& NI 0 emu® iii. n vo v 1 TYPICAL ANCHORS ° IBY SEE ELEV. WOOD BUCK FOR SPACING • CONCEALED HINGE OPTION MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. l YPICAL .AN SEE ELEV. FOR SPACING 1/4" OW. ULTRACON BY 'EL « u=177 K51. Fy. 155 KSI) INTO 28Y WOOD = •R WOOD STRUCTURES T 3/0" `ENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 °) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Croat ARSNAD YgAR RA. 838338 8883 AUG 9 1 2009 n34,u Ot a 8 8 6 drawing no. W06 -30 sheet 3 of 6 CHORS FOR SPACING PI 12 1600 OPG- EXTERIOR O 00 vERT WIDTH EXTERIOR WINDOW WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (BUrr HINGE OPTION) TYPICAL ANCHORS SEE ELEV. FOR SPACING l/4' SHIN 1/4' MAX. SHIMS MIAMI —DADE COUNTY APPR.D MULLION SEE SEPARATE NOA ORS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ISY WOOD BUCKS W t /4' MAX. SHIN SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) EXTERIOR WINDOW WIDTH WINDOW WIDTH 1/4' MAX. IRV WOOD BUCKS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Ens' ARSHAD MOAN CP FLA. I( X883 BWODUCF REVISED emabingNriM Medi ROddingCad, TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS AUG 3 1 2009 drawing no. W06 -30 (sheet 4 of 6 ) 1S 1600 D.L. OPG. EXTERIOR VENT WIDTH WINDOW WIDTH t /4' MAX. SHIN SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) EXTERIOR WINDOW WIDTH WINDOW WIDTH 1/4' MAX. IRV WOOD BUCKS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Ens' ARSHAD MOAN CP FLA. I( X883 BWODUCF REVISED emabingNriM Medi ROddingCad, TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS AUG 3 1 2009 drawing no. W06 -30 (sheet 4 of 6 ) 0 FRAME VENT r °t .500 11771 06z 0 GLAZING TUBE 0 IMPOST DEEM PART # QUANTITY DESCRIPTION MATERIAL MOM/SUPPLIER/REMARKS 1 01437528 4 FRAME 6063 -76 - 2 GW37528 4 VENT 6063 -06 - 3 CW37524 1 IMPOST 8063 -76 - 4 TM145 AS REOD. GLAZING BEAD 6063 -76 - 4A - AS REQD. GLAZING TUBE 6083 -T6 - 5 010 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SOS 6 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062' CHEVRON) ALUMIVUM - 8 - - CORNER KEY (3 X 11/16 X .062' CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM - 10 2230 AS REOD. FRAME & VENT WYR1PPING FINSEAL - 11 G6137521 AS REQD. BUTT HINGE INTERIOR (FASTENED W/ (3) 810 X 3/8' PH SOS) ALUMINUM - 12 GW37522 AS REQD. BUTT HINGE EXTERIOR (FASTENED w/ (2) 810 X 3/8' PH SMS) ALUMINUM - 13 23 -65 -32 - R0T0 OPERATOR (FASTENED W/ (4) 810 X 3/8' PH SOS) - TRUTH 14 24 -11 -32 AS READ. LEVER TYPE CAM LOCK (FASTENED W/ (2) 810 X 3/8' PH SINS) - - 15 21089 - STRIKE KEEPER (FASTENED W/ (4) 88 X 1/2' TH SUS) - TRUTH 16 30238 AS REDD. KEEPER (FASTENED W/ (2) 810 X 3/8° PH 5M5) - - 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) 010 X 3/8' PH SMS) 5T. STEEL AT SASH TOP & BOTTOM 18 58001/58002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) 88 X 1/2' HEX N SD SCREWS) ZINC AT HINGE RAIL r 1.978 1.978 .125 O6 CORNER KEY. 290 1.375 2.121 I (! 2.121 CORNER KEYS Eno, ARENA) HOAR CIVIL Fu PE ! 3E863 CAN. 5338 AUG 3 t 2009 a 8 a c c n $o c 4 A a a drawing no. W06 -30 sheet 5 of 6 IMPOST CORNER$ Engr. AA9VAD YIOAR L P J 38883 AUG 3 2009 Pnocri as who i1•E Rondo Co* Weft Azzegazter 4. z Fl cca n .1 Zigiff N �Ns N of c 0 9 d 0 l t�l drawing no. W06 -30 sheet 6 of 6 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION N. L� r-1 _ TAN OA . S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.2ov/buildinEcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi DESCRIPTI urncane Zone. : Series Aluminum Tube Mullions - L.M.I. APPROVAL 1 i -� �! �a • sr. -� tied "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Divisio MISSILE T RATING: Large and Small Missile Impact Resistant LABELING: x r :; e s name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. 6 NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp.. A 4n 09/16/09. E -1 Jaime . Canon, P. ' . Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I, E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. 111E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERA S INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 0 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE IWTH OESGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORI ONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT Eton ARSHAD NOM DIAL FLA PE 1 38883 CAN. 3538 012009 PRODUCT RENEWED as con+P'v51D will' Lho Florida BteltlO a Cone Aa2gs-oe No DAD am Divi %Idn .03 20ff PizA0. g O gg g gay Fig 4152 o 0 a 0 0 ALUMINUM TUBE MULLIONS 8 fa 4 A C °z 88 v S S 8 8 8 0 c a fG 8 droning 00. M04 -04 (sheet 1 of 8 ) -1 1.000 I'°- .125 I �� 1.000 �°- j.125 1.000 2.000- °I�,125 1- _2.000-- °��zso I m7IU 4.000 .323 6.000 - --.125 o..41 zs 1.000 125 �z.000 -`j {.125 4 3.000 .338 5.000 - - .125 6.000 3'000 - .125 4.000 125 •323 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 (66L1I D. MU 6063 -06 6063 -T6 -2.OD0 -�{ I- .125 r- 6063 -T6 3 -T 6 2.000 I I.125 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 2.000-1 .125 4.000 7 -125 3.000 - - .125 8063 -16 6063 -T6 6063 -76 Ed = MN. EDGE 01ST. 1/2' FOR I/4' DIA. ANCHORS 5 /8' FOR 5/16' DIA. ANCHORS ANGLE 2.000 CLIP -I / Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063• -16 6063 -15 6063 -16 -. .720 a 1-680 0 ° W v iiig ° i i i i g .156 TYP. - 1.405 - 3.250 2.750 2.000 .125 - �- .- of c p1Qg$ = 88888 ^� $ J 1� I 3.750 NOTCH OPTWNAL �� Ed a MIN. EDGE D15T. �/ 1/2' FOR 1/4' DIA. ANCHORS 5/8" FOR 5/16" O0. MULLION CLIP �j I 1 1/2' TYP. Ed. .2.000 W 4.500 NOTCH OPTIONAL , Ed FOR EDGE OAST. 1/2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS MULLION CLIP �l/2 ' 7YP. .... / Ed. S § 8 t • 1 ^ J' i ^ �` t Erpr. A 8 Fla PE y 38863 C.A.N. $536 PRODUCT RENEWED iG Cwnplyir.01vith the Florida Quildel8 Coda Ar.:cr.'. a No r `� _ S. Evintirn MO - . 1 - r 31' ._ '4 , 20 I c i drawing no. (M04 -04 �C I ®� Z009 j'� ��adaProducc (sheet 2 of 8 6063 -T6 6063 -T6 ' i, DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. 1X4 STD. 1 X9 CUSTOM I X 4 CUSTOM 2X5 STD. 2X6 STD. 2 X 8 HEAVY WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2X5 STD. 2X6 STD. 2 3 8 HEAVY WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 3 8 So. 2 X 6 HEAVY 2X3 STD. 2X4 STD. 2 X 3 STD. 2X4 STD. 2X 9 STD. 2 3 4 STD. WIDTH (9) MULL SPAN WIDTH (W) MULL SPAN WIDTH NO MULL SPAN 19 -1/8" 26 -1/2" 30' 37" 42" 48' 54" 60" 68' 72' 38 -3/8" 150.0 1500 150.0 150.0 150.0 150.0 150.0 10 -1/8" 26 -1/2" 30' 37" 42" 48" 54" 60" H 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54' 60' 66" 72" 120" - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 108.4 148.9 150.0 150.0 - - - 28.6 50.0 75.5 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 29.7 64.2 56.1 52.4 45.9 93.6 82.1 131.2 114.8 150.0 150.0 150.0 150.0 - - - - - - 25.2 22.0 44.1 38.5 68.5 98.2 122.3 107.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 74 -1/ 116.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 - - - - 30.8 46.8 85.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8' 26 -1/2' 30' 37' 42" 48" 54" 60' 66' 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37" 42" 48" 54" 60' 86" 72" 84' 51.5 110.1 79.5 150 O 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37' 42" 48" 54" 80" 68" 72' 132" - 28.5 20.5 41.6 72.7 115.6 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.8 56.9 41.1 83.2 118.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 85.9 138.0 132.8 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 1500 - - - - 33.1 52.6 98.7 75.2 120.8 118.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 - - - - 29.0 46.1 84.6 88.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 98.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 38.8 67.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 46.6 65.2 86.4 150.0 - - - - 21.1 33.5 61.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - - 30.7 56.4 19 -1/8" 26 -1/2' 30" 37" 42" 48' 54" 60" 66" 72" 68' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 46" 54" 60' 68' 72" 98' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54' 60" 68" 72" 144" - 21.9 - 32.0 58.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 64.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 58.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 48.0 84.5 65.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 66.9 84.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 68.2 121.6 - - - - - 25.8 47.4 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 19 -1/8' 26 -1 Y / 30" 37" 42° 48' 54" 60" 66" 72" 63" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37' 42' 48" 54" 60" 88" 72' 108' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 85.8 130.2 150.0 ARCHES TO BE INSCIIBED HORIZONTAL MULLION INSBE RECTANGULAR SHAPE "^ e 2 a g M,.. i g C I 0 r� a gt $ 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 - - 26.9 23.7 - - 39.2 34.6 68.6 60.4 93.3 82.2 150.0 150.0 -- PRO- �� ; 55.5 89.1 85.6 130.3 150.0 150.0 150.0 GLAZING a- VERTICAL MULLION GLAZING PRO T z 3 B 7d 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 132.1 117.4 43.2 69.3 66.6 101.3 141.8 150.0 150.0 F CT PRODUCT ' 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 a « >S z ALL LOADS ARE EXT.(+) /INT.( -). NOTE; S $ a $ WI W2 MULLION SPAN 0< m • a u MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 6 r _ r g a i (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E"E" SHA HOAR PRODUCE RENEWED Ls PTA** WW1 lice Fiends ;�,.a 9 C3 No .• .._ *. Dore =.1;SI .. bg 411\ - - Zol41 .. -. product ..;�, d'naai :,,. 1§aduA Y,dsi- FLA PE 1 38833 ANCHORS TYPE '0" AND 'E' APPLICABLE TO 31 + W2 WIDTH w CAN. 3538 n. �TYf^- ( ) 2 4 ". 5" AND 6" TUBE MULLIONS. c drowing no. M04 -04 ANCHORS TYPE A. 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS OCT 01 2009 (sheet 3 of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C 0 E 19-1/8' 150.0 150.0 two 150.0 150.0 26-1/2° 150.0 150.0 150.0 150.0 150.0 30' 143.1 150.0 150.0 150.0 150.0 37" 116.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8' 89.4 150.0 116.3 150.0 150.0 54" J 79.5 147.3 103.4 150.0 150.0 60' 71.5 132.6 93.1 150.0 150.0 66" 65.0 120.5 84.6 150.0 150.0 72" 59.6 1105 77.6 150.0 150.0 19 -1/8' 150.0 150.0 150.0 150.0 150.0 26 -1/2" 122.8 150.0 150.0 150.0 150.0 30" 108.5 150.0 141.1 150.0 150.0 37" 87.9 150.0 114.4 150.0 150.0 42" 77.5 143.6 100.8 150.0 150.0 48" 50 -5/8" 679 125.6 88.2 150.0 150.0 54' 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 66" 49.3 91.4 64.1 128.3 150.0 72" 45.2 83.8 58.8 117.6 147.0 19 -1 /8" 148.5 150.0 150.0 150.0 150.0 26 -1/2" 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42' 67.6 125.3 88.0 150.0 150.0 48" 58" 59.2 109.7 77.0 150.0 150.0 54" 52.6 97.5 68.4 136.8 150.0 60" 47.3 87.7 61.6 123.1 150.0 66' 43.0 79.7 56.0 111.9 139.9 72` 39.4 73.1 51.3 102.6 128.3 19-1/8" 136.7 150.0 150.0 150.0 150.0 26-1/2' 98.7 150.0 128.3 150.0 150.0 30" 87.2 150.0 113.4 150.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42" 62.3 115.4 81.0 150.0 150.0 46" 63" 54.5 101.0 70.9 141.7 150.0 54' 48.4 89.7 63.0 126.0 150.0 60" 43.6 80.8 56.7 113.4 141.7 66" 39.6 73.4 51.5 103.1 128.8 72" 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW 01MS. ANCHORS TYPE WIDTH (W) MULL SPAN A 0 C 0 E 19 -1 /8" 116.0 150.0 150.0 150.0 150.0 26-1/2' 83.7. 150.0 108.9 150.0 150.0 30" 74.0 137.1 96.2 150.0 150.0 37" 60.0 111.1 78. 150.0 150.0 42" 52.8 97.9 68.7 137.4 150.0 48" 4 -1/4) 48.2 85.7 60.1 120.2 150.0 54" J 41.1 76.1 53.4 108.9 133.6 60" 37.0 68.5 48.1 96.2 120.2 66" 33.6 62.3 43.7 87.4 109.3 C 7 30.8 57.1 40.1 80.2 100.2 19 -1/8' 102.5 .0 133.4 150.0 150.0 26 -1/2" 74.0 137.1 96.3 150.0 150.0 30' 85.4 121.1 85.0 150.0 150.0 37" 53.0 98.2 68.9 137.9 150.0 42' 46.7 86.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 108.3 132.9 54" 36.3 67.3 47.2 949 118.1 60' 32.7 60.6 42.5 85.0 108.3 68' 29.7 55.1 38.6 77.3 96.6 72" 27.2 50.5 35.4 70.9 88.6 19 -1/8" 89.7 150.0 116.7 150.0 150.0 26-1/2" 84.8 120.0 84.2 150.0 150.0 30' 57.2 108.0 74.4 148.8 150.0 37" 48.4 85.9 60.3 120.8 150.0 42' 40.9 75.7 53.1 106.3 132.9 48" 96" 35.8 66.3 46.5 93.0 116.3 54" 31.8 58.9 41.3 82.7 103.3 60" 28.6 53.0 37.2 74.4 93.0 66' 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 62.0 77.5 19-1/8' 79.8 147.8 103.7 150.0 150.0 26 -1/2' 57.6 106.7 74.9 149.7 150.0 30' 50.8 94.2 66.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42" 36.3 67.3 47.2 94.5 118.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 91.9 60' 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.6 55.1 66.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND "E' APPLICABLE TO 4 °, 5" AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULUONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) NULL SPAN A 0 C D E 19 -1/8' 71.8 ' 133.0 93.4 150.0 150.0 26 -1/2" 51.8 96.0 67.4 134.8 150.0 30" 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 483 98.5 120.6 42" 32.7 60.6 42.5 85.0 106.3 48' 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60° 22.9 42.4 29.8 59.5 74.4 66" 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8" 65.3 120.9 84.9 150.0 150.0 26 -1 /2" 47.1 87.3 61.3 1229 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 625 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 96.6 48' 132" 26.0 48.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 66' - 35.0 24.6 49.2 81.5 72' - 32.1 22.5 45.1 56.4 19 -1/8' 59.8 110.8 77.8 150.0 150.0 26 -1/2' 43.2 80.0 56.2 112.3 140.4 30' 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 1005 42" 27.2 50.5 35.4 70.9 88.6 48" 144' 23.8 44.2 31.0 62.0 77.5 54' 21.2 39.3 27.6 55.1 68.9 60" - 35.3 24.8 49.6 62.0 66" - 32.1 22.5 45.1 56.4 72' - 29.4 20.7 41.3 51.7 ANCHORS TYPE A.B.C. OR E WI ANCHORS A.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) = 81 2 + W2 ANCHORS 1TPE A.B.C. OR E HORIZONTAL 11UL110N ARCHES TO BE INSCRIBED 94STOE RECTANGULAR SHAPE =" GLA2NG PRODUCT ,. VERDE AL o-- MULLION = GLAZING GLAZING PRODUCT PRODUCT WI ANCHORS A.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) = 81 2 + W2 ANCHORS 1TPE A.B.C. OR E HORIZONTAL 11UL110N ARCHES TO BE INSCRIBED 94STOE RECTANGULAR SHAPE =" GLA2NG PRODUCT ,. 8 GLAZING PRODUCT ,(\\ ANCHOR pETAl 91 GLAZING PRODUCT N 8 ANCHORS A 4.8.C.17 GR E MULLION SPAN Env: AMA° MAR fl GA6 mL 1 200.Ma8.CwmpUC hh E WE D thF L8da 3HBPk18 C. >•rS��'., 0 IJ a 3 2 ALUMINUM TUBE MULLIONS £ Of NF Pe ED ga� ma 8 8 88 0 8 1 8 k drawing no. M04 -04 sheet 4of 8 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) A E 18Y WOOD BUCK 11 1 11 11 11 ILJI I I 1/4" D18. ULTRACONS 2 PER CUP (1 ON EACH WING) MR= 1/4' DIA. ULTRACONS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 814 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE V-yogo'ePlr■- .111110..0 -..0101111eg 2: WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION 11 11 11 11 11 11 IL-11 11 1 J I I II II 11 11 11 11 U U I 1 I I 1/4" DAL ULTRACONS 1 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' 814 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 11 11 II 11 u U I I 1 1 2 X 2 X 1/8' ALUM ANGLE Ed MIN. 2 1/4" MIN. 1/4' DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1 BY WOOD BUCK Ed. 1" MIN 11 11 11 11 11 11 11 IT ILJI 11.11 J I I 1/4' D14. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DIA ULTRACONS 2 PER ANGLE n�n 74 re) In id 041 1.-1 PrA FLOATING CUP SNUG FIT INSIDE MULL 814 5M5 1 -3/4" O.C. MIN. 2 PER ANGLE 2 BY WOOD BUCK II 11 11 11 11 11 It II 11 11 U u I 1 I 1 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8° ALUM ANGLE fdRIM FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE Erpr. 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1° 1 -3/8' BLOCK 2 -1/2" 1 -1/4' CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG IMO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT comm. SUCH AS BITUMINOUS PAINT OR WATER -WHRE METHACRYIATE LACQUER. ARSHAD MAR FAA. PE / 38883 CAN. 3538 OCT 01 2009 11 11 11 11 11 11 u u 2 X 2 X 1/8" ALUM ANGLE PRODUCT RENEWED is complying 'with the Florida Buddies Code ttccsptmw No Date Mind Division • u z Off, ALUMINUM TUBE MULLIONS z FAX. (305) 624 -7777 O ag ra 2 ff 1 ill 2 ma 08 8 8 8 8 8 0 A 3 M 1 drawing no. M04 -04 sheet 5 ot 8 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 1/4' DUI. ULTRACONS 1 PER ANGLE 1/4" 014. ULTRACONS Ed 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE I0'4"u z FLOATING CLIP SNUG FR INSIDE MULL 114 SMS 1-3/4" O.C. ANN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE Ed. ALTERNATE ANCHOR LOCATION 1/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-3/8" BLOCK 2-1/2" 1 -1/4" CONCRETE 2-1/2" 1 -1/2' FLOATING CUP SNUG FIT INSIDE MULL 114 WS 4 PER ANGLE ALUMINUM TUBE MULLIONS LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYIATE LACQUER. Enon AA8(40 WAR CIVIL FLA. PE i 38883 CAN. 3938 OCT O 1 2009 PRODUCT RERSN:A RI u rryUra win the Florida BITS :Eng Cone A2c ptaa No Muni Division Prodn(4Control o1 io a w n a ma og B g S B co SK 1 8 drawing no. M04 -04 (shoot 6 of 8 ) 5/18" DMA. ULTRACONS EO 4 PER CLIP (2 ON EACH WING) 3/18' DIA ULTRACONS 2 PER ANGLE I II I II I II 4 ILJ 1T1 FLOATING CLIP SNUG FR INSIDE MULL #14 SUS 4 PER ANGLE 2X251/8° ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE T' APPLICABLE FOR 4", 5° AND 6° TUBE MULLIONS 5/18° DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1-3/4" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED YAM ALNAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. oc• Engr: AMMO NCAR PLA. PE / 38833 C.A.N. 3538 01 2009 'P.OA..1LT RENCIFIED n c•-zoplyIng n:Gr 2lio Florida _19iiE Cow Um:IX Loo ?To 5.03 2064 z ALUMINUM TUBE MULLIONS A e 0 0 z v2 1 1 78 6 g is iR 4 drawing no. M04 -04 (meat 7 o 8 114 BUS SEE CHART FOR QUANTITIES TUBE MULLXIN 110 FH SIAS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION 114 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION Ti. 110 FH SMS 2 PER CUP 1" 0.C. MIN. 1 -3/4' X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1. METAL TO METAL CONNECTION 114 SEES SUBSTRATE Ed. a MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART TYPE A TYPE 8 TYPE C N0. OF SCREWS 2 3 2 TYPE D 4 TYPE E 4 Engn ARSHAO VICAR CtWL RA. PE } 38863 CAN. 3938 (CT 012 9 PRODUCT RENEWED pgcomplyiu5 with the Honda Building Code Acarptmco No Expitulion Io ai Osdc Product Couval lk+^inn .03 z Fri ot Pd V1 rn Siaa1 mow <5 sft LLZds� ALUMINUM TUBE MULLIONS 3. 0 Q 8 a 0 4 8 8 d S 8 8 S A a drawing no. M04 -04 sheet of 8