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WS-07-1632
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/24/2007 Inspector: Grande, Claudio Owner: GONZALEZ, STEPHEN Job Address: 290 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060133700 Lot: Building Department Comments REPLACE WINDOWS WITH NEW IMPACT WINDOWS se 252001 41 Passed Inspector Comments PLEA EKE THIS FIRST INSPFCT1ON AT11:3aAM. OWNER) _ MUST CATCHAFLIGHT TO NY IN THE AFTERNOON. mdLt Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, September 19, 2007 Page 1 of 2 Miami Shores Village Building Department i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795. 204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 (93 yz.55 Permit No. OM l ( L Master Permit No. Permit Type (circle): Building •' Electrical Plumbing Mechanical oof ng deF Owner's Name (Fee Simple Titleholder) Stephen acAzdeg d- LSeT/e %Phone # Jai 75 - 79 -70.5 f3.2 -67..6-7 Owner's Address oW® /IL E. 9 'C/ ee/ City Hfi rn Shores State P2, Tenant/Lessee Name �--" Zip 33/3i Phone # Job Address (where the work is being done) /d A/S 95 67c-eel City Miami Shores Village County Miami -Dade Zip 3 3 / 3 ' FOLIO / PARCEL # —0/3 —3700 Is Building Historically Designated YES NO %c Contractor's Company Name L 0Yf eJ CA11101 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Certificate of Competency No. Value of Work For this Permit $ 2V DOD. 00 Type of Work: Describe Work: ['Addition Alteration Phone # Square / Linear Footage Of Work: ['New Eepair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * ** ****** *** * * * * * * * * * ***** * * * * *** * * * **** Submittal Fee $G Permit Fee $ VD ° CCF $ 14 .40 CO /CC Notary $ — Training/Education Fee $ 4 ./S0 Technology Fee $ G.09 Scanning $ VI." J Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 280, ZO See Reverse side -+ 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 Owner or Agent rd The foregoing instrument was acknowledged before me this 3 day of AI . , 2001 by Lfs , L floc c) who is personally known to me or who has produced 1 tf " As identification NOTARY PUBLIC: Sign: Print: and who did take an oath. )‘i4 N o2o20��� C90`S® `e\P Q J Fonda f� -:: ®)r/ CAS L My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) • Plans Examiner Engineer Zoning MUM MEMO Wan MEM s>� NMI 00 1111111111 This Instrument Prgparred By: ,Q Name mop* SAP 1145 / 8/15. Address Permit No.VUSO7 - 1 b32. STATE OF 12.4a4— COUNTY OF M/. ,v iod , NOTICE OF COMMENCEMENT Tax Folio No. 11 -3Zbb • 00 — 3700 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) ago 14.E.g5+41 &retl• S6►anss FL 3515 $ 2. General description of improvement: re,Ae�r,, Cll/ij oU.S /.w/ A / lalf oul S // 3. a. Nameforma dd e. , &Ro N 6. 9s,h. -&ree iimau- 5 tJYeS a. Name and address: �, %$Q� 00 b. Interest in property:. Sjyr�� ' � •bast, c. Name and address offee s mple titleholder (if other than owner): 4. Contractor. a. Name and address: b. Phone number. 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Signature oo Owner or Owner's Authorized Officer /Director Partner /Manager Signatory's Title/Office (year) by G/SSrili (type of (name of party on The fgregoing jstru ent was acknowledged before me this • 3 day of � U� / T6'. od (name of person) as authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). Under pe knowledge Vert cat on Pursua @ fdury,IN eaa IMe• MY COMMISSION # DP 48 ?90 f`, o = EXPIRES: October 20, 2009 4;•• gam Bonded ThruNotary PubllcUnderwriters t to Signature .1 Note Public — State o Florida Print, Type, or Stam Commission Number missi• • • Name of Notary Public Personally Known _ or Produced Identification e l0 92.525 Florid utes e foregoing and that the facts stated in it are true to the best of my Signat of N bove VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: LISelk_ e1 • DATE: 7 /* D7 ADDRESS: cgiO /V, E. X5''4`' `�/ree f HHArrytc. ∎aares, r2 (3143(' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial X'el2 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial i` rrA 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial fi 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 4m/2 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate' any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial er i2.s 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial Al A-- 8. I understand that under state and local laws I can not do any Electrical, Plutnbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial 4'7/ Was acknowledged before me this 3 day of 410j'kW• , 200 7 By Y who was personally known to me or who has Produced there License or fl. ' Ne s OWNER as identification. AKIN MONICA LISSE DIAL PY PU° . =o:_ •40 °: �� COMMISSION # DD 4839 EXp►RES:October20,2009 c Bonded 111M NON PunlicUndernmrers Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 6Aa S 07® G` Job Name Date OR -O( - o 7 BUILDING CRITIQUE SHEET jLolJ mu. A- L. E'r ., Moat,. 010 `3 1-ir� Sctxx v\k 0034,ta `tkAn Q' iok (10 kactiitAs, �\ 13,* to m\ ItA '\ice cr Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 ta_ Soctil"- 1.SUBJECT TO COMPUAN4 WITH AI STATE AND COUNTY RULES AND RI BLDG DEPT I dAl I ZONING DEPT APPROVED IPERM T #: WSJ-! IBY iami Shores Villac 4 h DATE I . . 1 L vi ri. m/ • : 000 • ••. •. • ...... •••••.•. • • • • • .• y �•• ••.': •• '•' • • • •• • • • . . .' • • • • • • • • • . ••• • •••• • • • • • • okt ••• • • • • ••• • • • • • • • • • • • ••'.• f ••• • • •• • • • " 1 6/21/2007 Sales Order No.1857 -A -R2 Reid Residence Submitted to /Attu: Job- Name /Address Lisette Reid 290 NE .95th Street. Miami Shores, FL Mrs.Reid Residence . . 290 NE 95th'Street Miami Shores, FL 33183 2790 N.W.104Th Court Miami, FL 33172 Telephone: 305 -599 -8093 Fax: 305-592-4671 www.Iafnestra.us S.aIes' Order Date 1857 -A R2 'June 21/07' r- QTY ' WIDTH" " • DESCRIPTION GLASS FINISH EXT. PRICE 1 . 1 73 49 1/2 DOUBLE CASEMENT OUTSWING Impact 7/16" Clear White $ 2,106:00 2 1 36 49 1/2 • SINGLE CASEMENT OUTSWING Impact 7/16" Clear White $ 921.00 3 3 . ' 35 1/3 491/2. FIXED RECTAN'GULAR'WINDOW Impact 7/16 ". Clear White $ • 1,836.00 2 .491/2 • • 2"X 4" MULLION BAR White $ 148.50. 4 .1 36 38 SINGLE CASEMENT OUTSWING ' Impact 7/16" Clear' White • $ 852.00 5 1 • 36 491/2 .� .SINGLE CASEMENT OUTSWING- . :'Impact 7/16" Clear. White • $ 923.00 6 3 351/3 . 49 1/2 FIXED RECTANGULAR WINDOW Impact 7/16" Clear White $ 1,836.00 2 -49 1/2 '2 "X 4" MULLION BAR* . ' . . '.•White $ 148.50 7 3 ' 351/2 971/2 FIXED RECTANGULARWINDOW Impact 7/16" Clear White ' • $ 3,672.00 8 1 ' 35 '' ' 37.1/4 •FIXED RECTANGULAR WINDOW • ' : Impact .7/16" Clear White $ ' 459.00 8A ' 1 ' . 35 . 371/4 .. SINGLE CASEMENT OUTSWING • . :•Impact 7/16." Clear White $ 852.00. 1 . 351/2. 971/2 FIXED- RECTANGULAR`WINDOW • Impact 7/16 ". Clear White. • • $ 1,224.00 2 37.1/4 • ' 2 "X 4" MULLION BAR ' White $ 1,224.00 •9 2 52 38 . ' DOUBLE' CASEMENT. OUTSWING . Impact 746'1: Clear White $ 3,240.00 • 10 1 73 • • 62 DOUBLE CASEMENT OUTSWING ..Impact 7/16 "" Clear ' White ' $. 2,592.00 11 1 . 351/2. . '.. 37 . ' SINQI,E EVISEMEAT.T pIJTS:WING , • Impact 7/16" Clear White, $ • 852.00 • • • • • • • • • • : • •• •.: •.: •.• :: •..• • • • • • • • • • . .. • :. • • • • SUBTOTAL DISCOUNT TOTAL .TAX GRAND TOTAL INSTALLATION . $ 23,069.00 . $ 500.00. $ 22,569.00 $ 1,404.14 $ 23,973.14 $ 3,705.00) ••• • • • .•. • • • • • • • S • • • • • • •. •. • • • • • • • • • • • • • • • • • • • • • • • 000 • • 2 6/21/2007 Sales Order No.1857 A -R2 Reid Residence 2790 N.W.104Th Court Miami, FL 33172 Telephone: 305 -599 -8093 Fax: 305-592-4671 www.lafinestra.us EXCLUSIONS Screens or Colonial grids are not included. Permits /Engineering /Shop Drawings are not included. Ir LUSIONS Prices are based on standard material including colors, handles and hinges. All hardware for windows and doors is included (handles, hinges, 6 point locking mechanisms for doors, 4 or 6 point locking mechanism for windows and flush bolts). PAYMENT & PICK UP TERMS: 33.3% deposit required once the purchase agreement is signed, 33.3% as the job progresses and 33.3% final payment prior to delivery Delivery date will be three months after purchase agreement has been signed, 50% deposit has been received and measurements have been confirmed. Quote valid for 15 days only. Revised and accepted by (Print Name): Signature and Date: .•..... . • •••.•....•. • •• •• '.• : • .• • • • • • • • • • • • • . • • • • • • • • • • . • • • • • • • • • :.... ••:. • ••. • • • • ; Al eDg. .; MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTI La Fin 7301 N. Miami CE OA ScoP This e applicable rules and regulations governing the use of construction materials. The doc to . ` itted 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 High Velocity Hurricane Zone of the Florida Building Code. 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 DESCRIPTION: Series "EKU -53" Aluminum Fixed Window - Impact • • . • • • • • • • APPROVAL DOCUMENT: Drawing No. LAFINWDW, titled "La Finestra Series EKU -53 Fixed Windew ", sheets 1 through 4 of 4, dated 9/28/02 with revision #1 dated 11/21/02, prepared by Bromleyfagl Engineering, • Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product font rApproval• stamp with the Notice of Acceptance number and approval date by the Miami Dade County P g4i of Conti& •'. Division. •••••• MISSILE IMPACT RATING: Large and Small Missile Impact ' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oifjy'state and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise nqted herein. • • • • •. RENEWAL of this NOA shall be considered after a renewal application has been filed ancfbh&e3as bempo • change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1018.12 Expiration Date: March 6, 2008 Approval Date: March 6, 2003 Page 1 OOOOOO .• .... •. • • ...... • • ..... • .....' ...... • .• •.•... • • ...... • • La Finestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAFINWDW, titled "Series EKU -53 Fixed Windows ", sheets 1 through 4 of 4, dated 9/28/02 with revision #1 dated 11/21/02, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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 20294 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3545, dated 8/13/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Bromley -Cook . •.. Co Engineering, Inc., dated 11/21/02, signed and sealed by William Cook, P.E. • ••••• .. • .. . D. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemicals corporation, Bat.. "Uvekol -Liq. Resin to adhere Glass" dated 2/8/01, expiring on 2/8/M • • • •••• ...... • • • • . E. STATEMENTS • • • • ...... 1. Statement letter of no financial interest, dated 10/14/02, signed add sdaltd by .. • • • • •••• William Cook, P.E. 2. Statement letter of conformance, dated 10/14/02, signed and sealed by William. • Cook, P.E. • • • 3. Laboratory compliance letter for Test Report no. FTL -3547 issued by Fenestration Testing Laboratory, Inc., dated August 29, 2002, signed and sealed by Joseph Chan, P.E. F. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -1 Manuel Per Product Control E ' - er NOA No 02- 1018.12 Expiration Date: March 6, 2008 Approval Date: March 6, 2003 ...... • • • • ...... • • ••••. • • OOOOO •..... • • • ...... • • ..•... • • E4 \\CME DLO. T . - / FRAME WIDTH - 1" "'V P" TYPICAL ELEVATION "FIXED" Mg 1.THIISSj WINDOW SYSTEM HAS .BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN 54 SCHEDULE 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTANDWIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY NOT EXCEED 18" 0.0. SPACING AROUND OPENINGS. 4. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, MR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE 000NTY PROTOCOLS PA -201; 202 & 203. 5. MULTIPLE UNITS (STACKED SIDE BY SIDE OR TOP TO BOTTOIA) SHALL REQUIRE SEPERATE MULLION Wim SEPERATE PRODUCT APPROVAL •• •• TYPICAL ELEVATION "FIXED ARCHED ". GLASS $ HEDULI~ • tAIiX MPSa.E pPACir RESIS=4NT Op D I SMPOSITE 1 � LE • • [GL-21 .37 18'(.480') __LAMINATED d' N Cr P.V.B. • • IN ' (SAFLEX A XIMU M • • • • •3 r mum. . • • • • . • • • • - • • • • . • ••• • .. • • • • INDICATES FRAME ANCHOR LOCATIONS. 46T 10L -11 1Y MAX TYP. AT ' .� TYP. AT SILL TYPICAL ELEVATION "FIXED EYEBROW MAX, DESIGN PRESSURES SEE CHART ON SHEET -4 FOR ALLOWABLE PRESSURES. WATER INFILTRATION TEST - 15 P.S.F. • • ••• • • • • • • • • • • • • ••• • • • • • • • ••• i• •• • •• • •• •. Approved as complying with the FbrWa Codt Date Yom' • NOM • %CFr7Llir, • DI wDa•LDaaa :... r■_ DALE 9 -28 -02 ORAwNww Nfh LAEINWDW SHEET 1 OF 4 ••• • • • • • • • • • • • • �,T n nw u. smnn P.H.S.MS. CR SELF -DRIWN STEEL OR ALUMINUM / 14 X 2 1/2" P.HS.MS. INDICATES CONC. SUBSTRATE P.T. WOOD BUCK BY OTHERS. BAIANCE'0 12` C/C MAX. BALANCE.0 14` 0/C MAX. MIN. 2 X 4 NO.2 S.Y.P. M FROM .ENDS 1 1/2" INTO WOOD MIN. BALANCE 0 12' C/C MAX. 6" FROM ENDS BA ANCE • 14" C/C MAX. SEE SHEET 3 FOR FULL SIZE GLAZING DETAIL '01' FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 1 1/2" MIN, NDICATES CONC. SUBSTRATE. P.T. W000 BUCK BY OTHERS. FRAME ANCHORS AS SILL DETAIL ELEVATION/2' & SCHEDULE 1 1/2' MIN. EL INDICATED ON . 2 CONTINUOUS SEALANT WITH - BACKER ROD. 2 O HEAD DETAIL "EXTERIOR" 'EXTERIOR" • 2 3/4" ori /4' MAX. WINDOW M. 1/4' MAX-, EMBED CONTINUOUS SEALANT WITH BACKER ROD. CONTINUOUS SEALANT W1TH BACKER ROD, INDICATES EXTERIOR STUCCO FINISH. INDICATES SUBSTRATE. INDICATES EXTERIOR STUCCO FINISH. O 2 JAMB DETAIL •• ••• • • • • • • • Q• JAMQ •Er • • . • • • • • • • • ••• • • • • • • • INDICATES EXTERIOR • 'STUCCO FINISH. • • •• FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. • • • • • • • • • • •- • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •• • i• •• • • s• ••••0 • • • • • • • • ••• • • • • '• • • • • • • •• • • • • • • • • • •• • • • • • • • 0.853' 11079 - GLAZING BEAD . 0 OPTIONAL 'FLANGE' FRAME PROFILE 9035 - FRAME 08 NOTE: SAME EXTRUSION AS 9035 BUT VATH FLANGE 0 128 -2178 CONRN110U5 IPDW WEDGE GASKET EPDW NOT USED © GSFI 110 X 1 1/4' P.H.WS.(SEIF DRIWNG) • CAD. PLATED STEEL STD. SCREWS FOR GLAZING BEAD O 105 -0110 FRAME CORNER KEY (TYPICAL AT COMERS) CAST AUMNUM O 110 -3578 .325'.METAWC PIN(2 FA CORNER) CAST ALUMINUM Ue 9035 OPTIONAL FLANGE FRAME HEAD /S111/JAMB EN AW-8060 -15 PROFMII SpA SEALANTS — GLAZING BEAD AT FRAME SILL SEALED TO GLASS WIN DOW CORNING 995 OR PECORA 895 FRAME CORNERS SEALED WITH DOW CORNING 999 ® EPOM GLAZING GASKET 126 -2178. SET IN SEALANT. BLACK SILICONE (DOW—CORNING O ) R PECORA 895) MN SETTING BLOCK •• i • • ••i • • • • • • • • • • • •• • •• ••••••• ;•••••• • • • •• ••• •• ••• • • •• • • • • • •, • • • • • • • • • ••• • •• • • • ,• • • • • •• • • ••• • ••• • • • •• • • • • ••• LAMINATED GLASS TYPE GL -1 OR GL -2 AS DESCRIBED IN SCHEDULE EPDM 01)291G GASKET 04 SET IN SEALANT 110_1( 1 1/4' P.H.M.S.® SELF DRIWNO • 4- FROM ENDS & 16' 0.C. MAX. SPACING. O TYPICAL GLAZING DETAIL "FULL SIZE' 110780 11079 0 r 1114 'oh Iif I ••• • • or • ••• • • • • • • • • • ••• • ill • • • • •• •• • • • • • • • ••• • • •• •• • • ••• • • Approved nnompt dm norida Date NOA9 o,*()!TA . Muni Dade Di .loo Bs,�.....:l�_ 4 F 9-28-02 LARNWDW 30F4 36 42 48 48 i�iF�iFMif NM 75 I N 75 IF/11111A1 75 iFltiFlf 30 iFl•® 75 WM 36 Ka IN 75 iFltiFW 42 54 iNIIiFiiFl•IIREI 48 75 75 70,2 70.2 54 66.6 66.6 62.2 62.2 30 75 75 75 75 36 75 7 5 75 42 60 0 ®E7111iZkl 48 75 75 61,4 61.4 54 68.6 86.6 55.9 55.9 30 75 5 75 75 6 iFl•iF1111iF1111fFlf 42 66 IN11111.1111111111111711 48 54 Walt 75 ill 50.3 30 75 36 iFIIIIiFlt_ 42 72 i�iF�EMIR= 48 EZIiallIEU 50.9 LL iiHI 0 38 i011 Will ili .1Zlrs 42 78 WUI.i11fRW 1 48 iallIENIi[NI 54 66.6 LB 41,5 41.5 30 75 75 75 36 11G1111iillIEM 111 42 84 1E111i1111110411l 48 50 iZ i� f��_�il iZIEII_ _ ti© 30 75 75 75 75 36 MENEM[_ill[L•11 42 . 90 S1 R!WIEK! 48 Nall IFFIll KIM IOW 50 65.8 85.8 38.6 111 24 iFlliFiimiFII 30 75 75 MI 75 36 42 96 75 75 11E111 86.2 i ogiour it m 48 CHI 1171 7 (TESTED ASSEMBLY to 48' x 96' O +/ -75 PST) DLO a 44' x 91 1/4' NOTE: WINDOWS MAY BE ORIENTED HORZONTALLY OR VERTICALLY. •• •••..• • • • • • • • • • • • ' •• • • .► • • • • • • •• ••• •• • •. • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • •. • i•• ••• ••• • • ••. • • sASF Pl AL AZ INUIWI ICU UIV ELEVATIONS & SCHEDULE. 1 1/2' MIN. EMBED CONTINUOUS SEALANT VATH BACKER ROD. INDICATES EXTERIOR STUCCO FINISH. 'OPTIONAL" JAMB DETAIL •FLANGE FRAME' • • • • - •AT CONTACT ACS USE SINGLE COMPONENT GLUE ART. 149 AL 430. o 2 FRAME CORNER JOINT N 5I 4 t.11 44 ia 9 -28 02 DRAWN NOI IAFNWDW SHUT NOI 4OF4 '•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • Si •• •• • 00 •• ••• • • •••• • • MIAMI•DADE COUNTY iii: A00032001 B BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION La Finestra 7620 N.W. 25 S Miami, FL 33166 SCOPE: 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.buildinecodeonline.com This NOA is bein i• a rules and regulations governing the use of construction materials. The r been reviewed by Miami -Dade County Product Control Division and accepted by th and eels (BORA) to be used in Miami Dade County and other areas where allowed by di uthonty aving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EKU -53" Outswing Aluminum Casement Window - Impact •• APPROVAL DOCUMENT: Drawing No. LAFINWDWOUT, titled "Series EKU -53 Oa3tsnaig Casement. • Window", sheets 1 through 5 of 5, dated 10/26 /04 with revision #2 dated 5/16/05, prepared by Br8mley,ectokr • Engineering, Inc., signed and sealed by William D Cook, P.E., bearing the Miami -Dade C ij product • • • Control Revision stamp with the Notice of Acceptance number and expiration date by the MigQo�tbade • County Product Control Division. • ... • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• ELABELING: Each unit shall bear a permanent label with the manufacturer's name or logoi f • , state add' • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise :toted kerein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and those has isgo 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 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 # 02- 1016.06 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 05- 0203.02 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 Page 1 •••••. • • • •••••• • OOOOOO • • •...• • • OOOOO ••.•.• • • • •••••• • • •••••• • • La Finestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAFINWDWOUT, titled "Series EKU -53 Outswing Casement Window ", sheets 1 through 5 of 5, dated 10/26/04 with revision #2 dated 5/16/05, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D Cook, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an outswing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FM-3881, dated August 23, 2004, witnessed by Edmund() Largaespada, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an outswing wood door; •••• prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL- 3480orfated Jul / 29% 2002, witnessed by James G. Worth, P.E. and reviewed, signed and se.9,1ed %y Josaph'. . Chan, P.E. (Submitted under File #02- 1016.06) ....• .. ••.• •••• • •••• • C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 01/27/05, prepared R:B1omley-' • Cook Engineering, Inc., signed and sealed by William D Cook, P.E....... • Complies with ASTM E1300 -98 • • No 1/3 stress increase used in anchors into masonry or steel substrates. •••••• 2. Anchor Calculations and structural analysis, dated 10/10/02 revised oh•11/20 /02; • • . prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D Cool:: P.E. (Submitted under File #02- 1016.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manuel Product Control NOA No 0 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 11 11 A Il: It • • •.•..• • • • • ..... ...... • • 000000 • • 000000 La Finestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 2. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemicals Corporation for their "Uvekol — Liq. Resin to adhere Glass" dated 02/08/01, expiring on 02/08/04. F. STATEMENTS 1. Statement letter of conformance, dated January 27, 2005, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 27, 2005, signed and sealed by William D Cook, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 3881, issued by Fenestration Testing Laboratory, Inc., dated October 18, 2004, signed and sealed by Edmund() Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1016.06, issued to La Finestra for their "Series "EKU- 53" Outswing Aluminum Casement Window — Impact ", approved on 02/27/03 and expiring on 02/27/08. E -2 • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • Manuel Product Control NOA No 0 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 .•. • • •••. •••••. •• • • • • • • •• • • •••••• • • • •••• •••••. • • • • • • • • • •• •• • •••• • • •••• ••• • • • ••••• • • •••••. • • 24" 431' (MAX. lO.) W HIKES: O PANE!!. TIP. 8 3 PER PANEL. TYP. tl r ANCHOR NOTE -1 611 I< FRAME ANCHOR LOCATIONS MAX. TYP. (I I 1).• ANCHOR NOTE TYPICAL ELEVATION VIEWED FROM EXTERIOR "OUT SWING • Ir CORNER TR O W LOCK B551W1 9 LOCK OPTIONS ANCHOR NOTE -1 AT C.L MEETING STILES: INTO WOOD SUBSTRATE: CLUSTER OF (5) 114 WOOD SCREWS ® r 0/C MAX. SPACING INTO WOOD SUBSTRATE MIN. EMBED 1 1/2" INTO STEEL OR CONC. SUBSTRATE CLUSTER OF (3) 1/4' DIA. SMS OR TAP —CONS 3' 0.C. MAX. SPACING 72" •• figs • • • • I• • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • j9NIOL RI� V • E VAEPRPIIRCONV.ELY UWONS • • • `EE �DOT1 • ••• • • • • • •• TYPICAL CONFIGURATIONS • MAX WINDOW SIZES SIZES • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • ••• • • • •• •• LARGE as= IMPACT RESISTANT 1/21.5001 MOW _ED - .i130" IIYIXOL LIQUID RESIT COMPOSITE 3/16" MNQFN.ED. - 7/16"(.4507 LAMINATED 3/16" ANN. - .080 P.Y.B. W7IIttAYER(SAAEX /ID1:PSA E MA7m11M)- 3/16" ANNEALED. m 7/181.450) UNMATED 3/15' H.S. - .090' P.V.B. WITERLAYEKSAFLEXACEEPSWE MAMIUIO - 3/16" H.S. GLASS a1ART `EE` MAX. D.LO. \, \) i r � r V- ME ® ,� 1 r !li!1- l'Ii LO GPfl0N+ 0 MGCX \\ DS ® u-, G 0 IGL-31 i rr r SEE FOR OR \ IG 3I \ i{ i�C1174tf T "L 13.LO. � 'LOCK 0- � e i r Ft FRAME ANCHOR LOCATIONS MAX. TYP. (I I 1).• ANCHOR NOTE TYPICAL ELEVATION VIEWED FROM EXTERIOR "OUT SWING • Ir CORNER TR O W LOCK B551W1 9 LOCK OPTIONS ANCHOR NOTE -1 AT C.L MEETING STILES: INTO WOOD SUBSTRATE: CLUSTER OF (5) 114 WOOD SCREWS ® r 0/C MAX. SPACING INTO WOOD SUBSTRATE MIN. EMBED 1 1/2" INTO STEEL OR CONC. SUBSTRATE CLUSTER OF (3) 1/4' DIA. SMS OR TAP —CONS 3' 0.C. MAX. SPACING 72" •• figs • • • • I• • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • j9NIOL RI� V • E VAEPRPIIRCONV.ELY UWONS • • • `EE �DOT1 • ••• • • • • • •• TYPICAL CONFIGURATIONS • MAX WINDOW SIZES SIZES • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • ••• • • • •• •• LARGE as= IMPACT RESISTANT 1/21.5001 MOW _ED - .i130" IIYIXOL LIQUID RESIT COMPOSITE 3/16" MNQFN.ED. - 7/16"(.4507 LAMINATED 3/16" ANN. - .080 P.Y.B. W7IIttAYER(SAAEX /ID1:PSA E MA7m11M)- 3/16" ANNEALED. m 7/181.450) UNMATED 3/15' H.S. - .090' P.V.B. WITERLAYEKSAFLEXACEEPSWE MAMIUIO - 3/16" H.S. WATER INFILTRATION TEST PRA - 13.5 P.S.F. N4IE� 1. THIS 89400W SYSTEM HAS BEEN TESTED, ENGINEERS) MID APPROVED FOR DEMON PRESSURES MOT TO EXCEED THOSE SHOWN IN SCHEDIAL 2. BUCK. OPENINGS & BUCK FASTENERS MUST 8E DE=IGNED & RIVALLED TO mama WARD LOADS FOR EACH APPI4CAMON 3. DUCK FASTENERS MAY NOT EXCEED 16' 0.C. SRC= MOUND cream 4. THE SYSTEM SHOWN HEREIN MS 19310) FOR WATER. AR, IMPACT, CYCLIC • UNIFORM STATIC Alt PRESSURE TE511940 W CONFORMANCE WHIN DARE COUNTY PROTOCOLS PA -201, 202 & 203. ?MODUCT REVISED McompIying withtleRend* SaidtagCode .. . Acceptance No0 •2. two GLASS a1ART TYPE MAX. D.LO. MAX. DESON PRESSURE GL-1 27 1/2" X 86 11/18' +75.0, -75.0 P.S.F. G1--2 27 1/r X 88 11/16 +75.0, -75.0 P.S.F. GL-3 40 3/4" X 86 11/16" +80.0. -90.0 P.S.F. WATER INFILTRATION TEST PRA - 13.5 P.S.F. N4IE� 1. THIS 89400W SYSTEM HAS BEEN TESTED, ENGINEERS) MID APPROVED FOR DEMON PRESSURES MOT TO EXCEED THOSE SHOWN IN SCHEDIAL 2. BUCK. OPENINGS & BUCK FASTENERS MUST 8E DE=IGNED & RIVALLED TO mama WARD LOADS FOR EACH APPI4CAMON 3. DUCK FASTENERS MAY NOT EXCEED 16' 0.C. SRC= MOUND cream 4. THE SYSTEM SHOWN HEREIN MS 19310) FOR WATER. AR, IMPACT, CYCLIC • UNIFORM STATIC Alt PRESSURE TE511940 W CONFORMANCE WHIN DARE COUNTY PROTOCOLS PA -201, 202 & 203. ?MODUCT REVISED McompIying withtleRend* SaidtagCode .. . Acceptance No0 •2. two BLOC( WITH RUED CELL. YKUPSi: 1 1/7. •i1ML" El41ES Situ 0014C. EM ANCHORS AS TNINCATED ON :ELEGATIO S & SCHEDULE. t 1/2' FutilltZ ORaSELF-DRI41.•IG P t4 Oft°f SCREWS 1 1/2' TAN. Ei42E •ITO WOOD Ctltl (6MW1, raa450) N MNON/8 TOOL MUM HOOD FRAAING 110.2 SY.P. A nine FXSTE -T AT CA- MEMO STILE& CLUSTER OF (5) 1114 MOOD sc*Eos • r o/c MAX. SPAONO KM NOCE SUBSTRATE AT@L ENDED 1 1/2' !EO WOOD OR CLUSTER SA Off 1/4' 0L. WS OR TAP -C61HS O r O.C. 1 SAW= INTO STEEL OR CONCRETE SLIESTR1L (SEE MOTOR SCHED10.!) 1NLN•.*' • 18" C/C MAX. 3L114nom Enos tr. C/C MAX. ROM ENDS L 7E i•is -s/C mAx._ Nare Sim MOOR NORE-1 FOR amp: CIF ANCHORS b AT 105100 SOLES ORRICE 070 1/2' C/C i1NL BAtARCE @ /T C/C 1191. 00 11 MOS MANCE C/C Max 1/4' MAX. DOOR FRAME WD. SASH_ - NOTE AT KEY CONTACT SURFACES USE SIMILE COMPONENT CLUE ART. 149 AL 430. •EIWAIES INTERIOR STUCCO FINISH. M D1CATES CON(. MOCK WMH RUED CELL FRAME ANCHORS AS 8H%CATEO ON 0.EYATIONS & SCHEDULE. JAMB DETAIL WITH DECORATIVE WOOD CONTINUOUS P.T. W000 BUCK BY OTHERS NOTE: SUCKS ENOWIEERED SAY NOTE: FOR FULL SIZE GLA7340 cETADS G1. G2' OR 'G/3' • ••• • • • • •• • • • • • • •• ••• •• G.. 1 JAMB DETAIL Nw air • - • • ••' •-• • • • • • • • • • • • • • . • ••• • • • • • •• 3/18' • • • • • • • • a • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • • •• • • • •••• • • • ••• • • MEETING STILES *swift • t/4° MAUL SHIM CONTINUOUS S&UANr Wfl H BACKER ROD. FRAME ANCHORS • AS fU4D RATED ON &STATIONS & =TOWLE. t/4° I& z. FRAME ANCHORS AS U D CATED ON REASONS & Sc*DULE: CONTINUOUS SEALANT %OH. BACKER ROD. �!f 11 OHEAD DETAIL 3 KiPnom. Fl.t15H DOLT AT • EA. END OF STILES OPTIONAL DECORONE WOOD PROFILE "EXTERIOR" "EXTERIOR" NOTE .SEE SHEET 5 FOR FUEL S12E TAMING OEW °1 OR OPTIONAL DECORATIVE WOOD PROFWE OPTIONAL° OSILL DETAIL 3 G0N1 WOUS SEALANT WTH BA R. KUPIn1& 'FLUSH ear AT FA END OF SIRES NOTE APPLY SEALANT TO Rye& HEADS TTP. ®fit to caNntaxsis P.T. WOOD BUCK BY OTHERS NOTE BJ515 151St' BE ENS SERERATRY SEALANT KITH BACKER ROD. INDICATES INTERIOR STUCCO FINISH. FRAME ANCHORS AS Y DICIO O7 ON ELE1h ' E SOMME. NOTE APPLY SEALANT 70 SCREW HEADS 17P.., _,. ••• • • • • • • • • • tTR B • • • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • •• ••• ••' • • i * 5 ATES EXTERIOR STUCCO FINISH. t/ • :APabKSSE 1 t 2' MD2. • •• ••• INDICAIES CONC. SUBSTRATE /• • cOms.0119 P.T. WQBDEO • • • • DI IER% 7d.• • • • • • • • • • • • • • •• • ••• • • • • •S• • • • • • • • • • • • • ••• • • • • • ••• • •• • • • •S• •• • • • ••• • • 4 .z� ?ZJ r v for )a 7". Qaff.1111.1LIMIF a• is il�P,"` e, rIT'i ¢ui n`. AY ' � 10L5 iKR9]OTdr n1�A S csc 1 "P4 'r; iz -t 6A91&tE Pelt L01 2 SON SS AC8 F � Ate R#i51t MI 286 * 4 SS At 8-1 ' t]t;`� AS 1 ar. 10 X 1 C9C�.: r a ..� i'r °7F al . ¢: Y❑ ?t;r:: �: pRr�:... .:Y?I N W. ASREAL AS NEC. FIR-111.117U - 10 • EN WOO - T5 EN EIN - T5 i�:l`.iln�7: rll CtA2A1ti CaiDNUOUS EMI tom' MET 3 5 fr li 1V- 1170-PEICE NUTT ME @i 1*-61180 - T5 EN PAT -6160. - TS EN AN-80CD - 15 EMI • ENAW -x-15 °'?TF CMER ‘,.74 �� iv�r?'i'N rr' r. T,' �% ?' i�rrl: tiTia7 ;�all7:a:t�ri;;����;:7�ji+`•e� ��� rr vYl X er'•;77"�Y:.1/r:�;Ti'alniidJi,� a:, .LL t������,at��` "��: ;7,•7 , •c?,1 " ,11'111!1■7 tlf 81131-6350 -T5 GSM 164 -0426 1 EA. MINER FRAME alRIN3 KEY • Ca ALMA ••• • • • • ••• • • • • • • ••• • • • • • • •• •• • • • • • • • • • • •• •• ••• • (LAZING METAL SE EPD11 CIMINO GASKET sErIN SWAMI MACK SILICONE roW 995; (Eta mom ass maim care 6 - -2'O w- -3 SEE SCHEME SHEET it ERN CIMINO MEI SEr I1 Sir OPTIONAL OECORATNE WOOD PROFILE 11000 NYLON SEIM BLOCK •. •• • . • . • • • • • • • • • • .. •• • • • • •.• .'• • •• ••• •• '•' • • ••• • • • • • • • • • • • • • • • '• • • • • • • • •_• • • . • QGLAZING (tf?r1OdAt.) W Sae 10 X 1 1/4' PAILS. SELF ORNLING A4" FROM ENDS 816' Oz. ROL SPACING. •.. • Iv • ••. • • • • .•. • • • • • ••• • • • • • • • • • • • • .•. • • •• •• • • ••• • • AUG G 2001 j BY: MIAM z d • • • •. • • •. •. • .• • . .•. • • . . • ••• • • 1:1: CPI • • ... . ... ■■ • ▪ • . . ••• • . ,FLORIDA .. • ... • ... • . .. ••. FLAB:: a� SIMDING • • .• • ,,rte• 140 WEST FLAGLER STREET, SUITE 1603 D ING coDE CaMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • (305) 375.2901 FAX (305) 375 -2908 . NOTICE OF ACCEPTAliet ) • • ▪ ' 6 : '.buidin$cadeoniine o TRA.CO Security windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16666 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use Product construction Division materials. The documentation submitted has been reviewed by Miami -Dade County and other areas and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Cow' where allowed by the Authority Having Jurisdiction (AHI). Dade County Product Control This NOA shall not be valid after the expiation date stated below. The Miami- reserve the right Division (In Miami Dade County) and/or the AHJ (in areas other thane MM Dade product or reserve rve fails ht to to have this product or material tested for quality assurance pure and the ART may perform in the accepted manner, the manger will incur the expense of such testing and the BOR y reser es the revoke, revoke this spend acceptance, if it is ckitermined by Ikkami -Dade County Product Control reserves the right to revoke � code. Division that this product or material fails to meet the requirements of the applicable F1inrgida Building This product is approved as described herein, and has been designed to comply Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) — L•M.L APPROVAL DOCUMENT: Drawing No. 06-TRA -0004, titled "Aluminum 'Dube Mullions ", sheets 1 through 3 of 3, dated 12/10, prepared by Engineering Express, signed and sealed by Frank L. Bennatdo, P.B., 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 RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the m.anufacturers or logo, noted , city, and following statement: "Miami -Dade County Product Control Approved", unless 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 process. or if there this been as an revision or ch n of in the materials, use, and/or manufacture of the product purposes shah automatically terminate this NOA. Failure to any product, for sales, advertising or any other purp comply with any section of this NOA shalt be cause for termination and removal of County, and followed ADVERTISEMENT: The NOA number preceded by the words Miami-Dade count NOA is Florida, , and fo followed wed by the expiration date may be displayed in advertising literature. If any portion it shall be done in its entirety. provided _ by manufacturer or its INSPECTION: A copy of this lentire NOA shall � a job site at user of thUtt"" ding Official. distributors and shall be available inspection page 1 and, evidence page E -1, as well This NOA revises and renews NOA # 01- 1218.01 and consists of this as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 176L .°N NOA No. 064212,05 Expiration Date Janutary 2, 2008 Approval Date: February , Page 1 Wv88 :ll LOOZ '01 1flb • • 6410 . .. • • • •• •• • • • .. 00 ... . • • • • • • • • • • TRACO Security Wia4ow &S�,Do�., �.. „ A. DRAWINGS �nd•sectio�s... 1. Manufacturers die. diaaii g$ • • • 1Uthrovigh 3 of 3, titled "Aluminum Tube Mullions ", 2. Drawing 12 No o6-Tve by ig;E ess, signed and sealed by Frank L. dated 12/1/06, Pry by Sx Bernardo, P.E. B. TESTS Test, per PA 202-94 1. Test reports on: 1) Uniform Static Air installation diagram of two mulled Aluminum along with marked -up drawing Inc., Test Report No. Sliding Glass Doors, prepared by Miami Testing Laboratory, MTL- 1660S, dated 12/07/95, signed and sealed by David Gale Ober, P.T. (Submitted under previous NOA # 99-0104.02) 2. Test reports on: 1) Large Missile Impact Test per PA 201-94 2) Cyclic Wind Pressure Loading per PA along with marked -up drawings and installation diagram of two mulled Aluminum Double Hung Windows, prepared est Report ared by Fenestration Testing Laboratory, No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.02) C. CALCULATIONS l with FBC -2004, , 1. Anchor verification calculations and structural analysis, aid $lyyleg with Frank - dated 12/6/06, prepared by Engineering Express, signed P.E. D. QUALITY ASSURANCE CCO,. 1. Miami Dade Building Code Compliance Office (B E MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 1216/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P E. re by Engineering 2. Statement letter of no financial Frank L Bernardo, P E,.p P � and Express, signed and s by that product has not thong 3. Statement letter from manufacturer stating pr du has s not changed ant, dated requesting a One-Year Renewal to allow the time '� perform December 12, 2006, signed by John Heinlein, Trace Testing Coordinator. 4. Letter from laboratory confirming manufacturer has contracted Inc., hadu1 12/7/06, verification tests, issued by Farabaugh Engineering signed by Daniel Farabaugh, P.E., president. C. OTHER 01/02/02 and Notice of Acceptance No. 01- 121$.01, issued to TRACO Security Windows & Dots, 1. o Reinforcement), approv �� • Inc. for their Aluminum Tube Mullion (N �i expiring on O1 /2/07. E 'd ti66L ' °N Nlan cz,P.E. Product C of ' xanuiner NOA 06- 1212.05 Expirations Date January 2, 2008 Approval Date k'ebruary 1, 2007 WV6E:1L L006 lnV ALUMINUM TUBE MULLIONS LARGE MISSILE IMPACT RESISTANT 2x0 1/5' PLUMTUBE 275x1%6' ALLM TUNE TYPICAL GLAZING PROCUCT 2.0W' 3.00D. d.DDO• 1x2LL/B' ALUM. TUNE •- Ix3x1J !SCUT AU1H -TUBE 1x41E/16032' J ALUM. TUBE (1 "\ YPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS 1) bI0 1ZDNTAL OR. VERTICAL MEN- LAMA SEE WRICOYP OR D00R AP?POYAL FOR FASTENER SIZES AND SPACING GENERAL NOTES I. THE SISTER DESCRIBED FERMI HAS BED) DBJGPED AND TESTED IN ACCORDANCE WITH THE 21104 FLORIDA BUILDING OTOE, FOR USE WITHIN-1HE HIGH V'ELOCTIY }OIRPJCAFE ZONE, PER TAS 261 / 200 AND TYE 217D3 ALUMINUM DESIGN MANUAL. 2 ND 33.1/3'!. INCREASE IN ALLOWABLE STP.ESS MASKER USED IN THE D0.1G11 DE THIS SYSTEM. RIND LOAD DURATION FACTOR C4.1.6E4�5 BE011♦ ED 1. FOR WOOD ANCHOROESIG • • • 3. POSJTWE AN] TEGATIYE DESIGN PRF�t1ERES CALCULATED FOR USE PATH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ONA J065PECIF1f>6•.11+ • ACCORDANCE WIT THE GOVERNING LADE. • 4. THE SYSTEM DETALLEDHB4�NIS GENB1IC AND dOES MOT /AMIDE T L 8EMARDEN P.E1 Z 1.LJu1 EZ W .D Z. $r, O N 7 a 4rellE K• uJ LL _. O !..313-.; u1°gg NE. 33 ow- cOaz •• • •• •• ••• INFORMATION FOR A SPECIFIC SITE. FOR SITE CONTROLS DYr1:E9 PANEDE • • COIPDLTIONSDETAILEO HEREIN, A LICENSED ENGINEER. CR'RESIST • • • • A g G o ARCHITECT SHAD. PREPARE SITE SPECIFIC DOCUMENTS MR USE IN t•TLON • 4:1) vnm THIS OOCUIHIT. • c, 0 R u S. PERMIT HOLIIER SHALL VERIFY THE ADEQUACY OFTHE EX1S14f !TW1i'fWPE • TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL B°_ • • • Q - _ • BI 0 • AAaC4DRED PROPERLY TO TRANSFER LOADS TOTHE EXISTING'STRLNTITEO • • -d 7 S E • • • • E 4I 6. ALL EXTRUSIONS SMALL BE 403 -75 ALUMINA,' ALLOY, MUSS NOTED • • • • • £ OTHERWISE. • IV •• • 7. ALL FEA`ESTILATION PP.DOUCIS TO BE USED WITH 111ESE MII , l • • • NNIET ALL APPLICABLE COLE 0EQUIPJEM0MIS, e.g. HIND LOAD RESIST Al ® • • • WATER INFILTRATION FOXED ENTRY, SAFEGUARDS, ETC ! , B. TOP 0 BOTTOM DETAILS SWORN HAY BE INTERCHANGED AS FIELD l•.F COMMONS DICTATE. MUMS MAY 1E ACCRETED VERTICALLY OR HORIZONTALLY ASAPPLIDELE.� • • • a ••••\:• • y, yam. e, N F- F: uy'r I.�.. � • 9. MULLIONS SHOWN HEREIN PPE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESESTANCE OF FENESTRATION FRODUCYSTO E1: us-a) I1ITW1)E..SE MILLIONS. 10. ALL BOLTS WASHERS SMALL BE ZINC COATED STEEL, GALVANIZED STEEL, CR STAINLESS STEEL W71H A MINIMUM T11457LEYIEL.O STRENGTH OF 10 161. 11. ALL STEEL W CONTACT WITH ALI:MUN M SHALL. YE METED OR PLATED. ,RNDUCTR EYES:R m11r w IDgrid� W ldtg Co& AasPrmaN° P 5 Hiplrtibre•a a • • • • 06 TRA -0004 se-A1.6 _ 101 PASS 060C•PPTXD'RI CV 4S ✓ DESIGN LOAD SCHEDULES 1. TABLES &ELMS' GIVE 1411017031E PRESSURES FOR EACH IUDE 0IJWIN4 A7 SPAN & TP18L.TARYD8 145LON5 SHOWN. 1 14911(0• SPAR & 78(19.170121 STAN ARE DEPICTED 70 174E R1Gr11 - 11 x 2" x 1/8" TUBE MULLION wx1JCN 9201 50 OF 640 54• 48 36' TRIDUTOR[SPAN 24' 2T 11.1 760 146 129 161 16.1 234 201 261 261 197 t 353 513 , 4014 6'39 • 972 13.0 276 1197 1983 1410 1402 3P 1 4T pIa11 ,Y•,', 5 11 pyNa A.. 4 , • „. 4 51' 118 165 - - - .- 14.7 13.1 • 1214 _ 11.1 163 - -^ , - - IRA 18.7 16.4 14.1 13.1 123 11.6 10.8 162 223 71.7 1419 10. 1714 158 149 149 15.5 1214 _ 341.S4 20.9 205 24.4 227 21.2 199 ' 16.7 173 157 37E 345 318 19.8 273 269 ' 24.3 1 230) 213 527 479 42 1 405 328 35.1 32.3 498 365 335 01 62A 57.7 63.7 498 452 4 95D 82.3 79.7 73.1 07.4 63.3 60.4 429 • 623 09.0 1272 1279 . 114.4 11155 950 91.5 04.0 367 1 742 I 722 1" x 3" x 1/16" x 1/8" TUBE MULLION 0JJLl871 SPAR 127' 114' «7- 1(6 9r 50 83 747 22 TWJ1AR7S'614 24' : zr 100 ; -- 123 1114 16.1 ' 0714 w 10' 6.Y m• 137 36' 27 1 45. • 61' SK 1 37' 179 101 2.1.4 151 255 229 122 294 347 388 4'9 285 11.2 . 437 12D 115 - 10.1 - 143 1214 111 112 162 172 1615 143 295 167 ' 172 229 205 195 2714 273 232 326 268 I 874 143 753 323 519 - 072 1 429 74.5 632 593 ' 542 1452 80.5 • 845 ?PO 451. 43A 125.1 • 111.2 129.1 912 814' 110.0 f 1480 I 4278 1280 I 1148 143D : 14911 1400 • 1420 140.0 493 1 389 1212 121 111 1 101 10.1 1 169 I4.1 13.7 I 12.5 12.1 114 1 10.13 102 172 113 1 14.9 • 44.1 . 132 12.6 21.4 99A 10.5 17.4 , 402 16.4 1414 252 23.4 2114 203 ; 183 1 102 17.2 3555- 2511 14.3 211 3.3.1 2f 10.1 169 342 ' 31.1 I 3014 1 211 78.4 152 31.4 431 623 453 475 30.7 371 �3 422 6103 8,13 647 473 I 44.2 779 716 64.7 623 • 5&14 653 1067 162 015 560 909 I 15'4 1410 1460 1332 17.9 : 117.5 i 111D 1" x 4" x 1/16x" x 5/3211 TUBE MULLION 723 1052 10.u.)310 IAN 144' 115' 7SG 1714' 122 114' 105' 164 90 758411240.7 SPAN zr rr• zr 1 33' 11.6 1 103 1 - 165 I 11.7 132 . 9 .0 i 11.0 g 3 143 212 as 22.5 149 10.2 70.4 532 07.7 402 43.2 Pd 709 '. 44.4 X70' 09a 1 41.9 it 293 261 276 115 288 151 13.7 120 36r 112 46' r sr F21791- 643.91293.0 :0. 1420144141 11.6 106 10.1 - 1 AIICIIIRS TYPE A, B. 011 C - \.- 14A • 15.4 10.1 17.1 17.7 401 I 175 214 1 1914 3141 77.1 774 ;1 163 71.5 732 255 302 T2' 014 7 11.2 8• 628 I 73.9 err 1013 51 127.7 64 1471) 787 1117 140. 14: 13.0 111 11.1 130 145 77.4 125 - 118 4 11.'1 105 031 1 11.3 I 117 14.7 1 110 1St 164 !j 10.6 I 14.7 100 1 177 1 16.6 215 213 � 112 161 151 145 314 343 238 3033 407 124 309 652 694 002 4014 161 160 1.1.7 20.4 199 137 292 5.1.9 231 218 . 24.7 2114 367 736 268 2.1 1 23.3 I 221 333 2043 31_1 29.1 - 27.6 1 11170 120 14 0 159 102 038 602 T34 361 173 425 39.4 360 30.5 4 325 601 472 0 44.1 41.4 121 I 627 535 905 1025 01.8.4 914 636 77.2 71.6 97D 321 1192 10714 47• 1430 1008 I 07.D 36 1400 1419 140.0 20• van 1 140.6 i :100 1430 13_10 14711 1400 1409 1408 163 01_7 40 13122 III 120.9 1123 1420 l 140.9 7420 1402 1 1131 l 1400 912 31. 47.5 59.1 765 140A 1 005 1400 1 12.0,9 140n 1 140.0 333 219 243 29.1 34.0 44.9 55.9 71.3 943 128.9 14011 @B 673 43.1 1724 140" FENESTRATION PRODUCT lir VERTICAL 14UU10N FE74aTTRAT10N PHJDI7 r ANCHORS TYPE A, 6, OR �--- W1 -- -t- -w2 --I 2 "x4 "x 1/8" TUBE MULLION 74041.[]24 11•70 141' 113' 11r 126' 17114 114' 1113 16' Pc74OSTRATTC24 PRODUCT mom-wan P1DLI.La0 147414030.5 TTPE (y 5 OR TRA110N PRODUCT IENESTRAMCN PRODUCT 1301474141 SAN 1i18UTAR4 swat zr I 3r 39' 1 41' 45" 40 - 2710 729 29.6 787 172. + 167 74.7 137 1214 2272 2814 94 213 196 SID 10.7 1 150 • 14.1 275 29.7 209 243 . 223 I 205 18.1 = 1714 16.7 315 34.2 - 313 26O 75A 217 721 20A 192 44.5 566 4118 324 297 - 2714 234 238 - 221 512 519 072 413 373 315 340 20.7 277 290 512 51.7 415 60' ST 73' 72' 66- SY 40 42' 31r 024 561 913 74.1 60.5 392 91.6' 73-1 67.6 07A _ 285 779 1133 100.7 . 40. 13314 . 118.& 1657 1402 1210 1272 1102 , 1160 : 1442 1160 140.0 10001 1469 14013 ' 140.0 1405 1490 140.0 1720 0130 1715 6130 - 91610 . 110.0 423 903 amass Jaz ' 31A 321 41.6 • 41.4 ' 40.2 57-' i 49 17 543 . 41.4 . 4543 412 615 . 5114 445 45.1 461 421 713 043 289 05.6 619 411 824 766 6..47 677 -. 664 8014 0.14 019 1 14.1 73.2 i 712 I 667 7:18 - 103.0 979 1299 126.2 118.1 1400 1000 'I -1711) 4004 • 244.4 I 110n 140 D 1490 I 1410 • gpJ 940 195 1005 1720 1 902 1117 • 1263 1156 140.0 . 1145 . 1410 14111 . 103 ; 141.0 1430 1460 i NOD 14 ° 1403 t 1460 1160 14014 , 4000 1 111» r 1 9 7 14311 i 1455 1 1405 - 1002 . 140.0 ANCHORS TYPE A, B 011 C ••• d • • ••71 51'• • y' a sr s! 12.1 ••116 • 163 1• . 118 • 1313 123 •.2. mob i-i 157• \•ft • 14.1 •• 180•'4 ••9. } • 109 0 ti In 2114 1 it� I••, 24.1 ••i1+ 21.9 • 0 27.$ • 253 • 24.1. • • • 1 • 329 • • 272 4 Q 1 312 J 133 •, 77 :' 351 • • • rn 4514• 113 4‘._I-H' •• 6 P. 33 . 69.4 477 C3 62/8 • • 69010 ; 552 • 10 ' 741 •1497• 8714 86 : 156• . 619 • • 4 n : 1956 10• 0.0• • 14'•1 • dam., 1255 1412•• 14112 1411 . 1405 1412 2" x 6'1 x 1/8" TUBE MULLION NRI1D'A TRIBUTARY SPAN SPAN 21' • 27' 30' 1 33' l0' 1 70' 141• 607) : 52.4 47.2 423 '; 79.3 361 120 - 6114 . 67.2 ' 51.5 4011 ' 129 293 132' 766 620 x„55 514 1 47.1 - 433 tar 77.7 04.1 62.2 501 31.6 , 478 120 017) ' ma i ®.0 625 1 17.3 .I 129 114' 93+6 34.0 70.4 8914 ' 0.7 503 109' 7183 ' NB . 954 77.7 1 712 Gil 1D2' 170.7 ' 1065 931 07.4 932 15. . 7 09' 130.1 ' 121A ' 030.9 93.0 es 64014 - 1391 . 124.2 11314 1 1033 [ 958 O 61 1611 • 1400 1 1409 1342 1 1153 110.2 5.r 14•0 : 1400 1403 ( 140.0 . 1389 7 1232 72' 14014 14100 04014 I 1420 104 ( 1438 66' 1100 1460 100.3 1400 140.0 140.0 00 1434 145.1 1 1463 1400 140.3 1 140. . 54' 14914 1408 1405 11114 1 1071 1400 46' 1405 143 F 0 (4014 14013 I 1430 141.0 42' _ 1492 1401 1403 140.0 I 140.0 1460 30 140.0 1 '1404 1400 1498 1` 1400 1408 37 1 1461 1408 1401 14123 1420 107.0 00' 51' 54' - 5,' 33.7 1 3t b 1 255 27.0 202 : 21A 388 I 344 1 772 2793 1 203 371 463 37.7 1 26.3 322 3 31.4 293 44.4 _ 415 1 409 1 39 - alb , 327 191 , 493 1 430 40,5 392 • 362 50.8 I 51A 1 4714 459 1 425 4 .492 11.0 1 47.0 1 03.4 973 I 47.5 ' 67) . 60.7 I 54.1 40.1 465 5314 TIP E 225 7 405 240 1 075 - $73 O 03 029 1 77.7 73.1 1 601 654 1023 I 955 1 093 •42 766 1 76.4 119.1 1 1111 I 16 A 68 6 14 2u 00 110 122.2 l 1430 14913 1100 11300 1306 12214 14PD 1490 14414 1400 1413 1404) 1409 1430 140.0 1425 1130 1490 1490 140.0 140.0 4430 1400 1402 149.0 f26 143.0 141.0 1400 1400 140. 1420 141.0 140.0 1400 110A 4109 1420 1419 240.0 14011 1400 1405 • ••• I01 70(40 1 0.2 • E •••• • •• • • •• V 2. REM • • • • • 06 -TRA -0004 SURE: 141 9812 044UI1P11010: