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WINDOWS AND DOORSIssue Date: 11/1/2006 Owner's Name: WILLIAM POHOVEY Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1292 95 Street NE Contractor(s) HOME OWNER Phone Primary Contractor Yes Additional Information Miami Shores Village, FL 33138- Type of Work: Additional Info: No of Openings: 22 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $4.20 Education Surcharge $1.40 Permit Fee $320.00 Scanning Fee $12.00 Technology Fee $8.00 Total: $345.60 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/30/2007 Invoice Number WS - 11 - 06 - 26596 Total: Parcel #: Block: Section: ( I/ MON 0 1 2006 P-?)(0( Permit Status: APPROVED Permit Number: WS -11 -06 -2696 Phone: Total Square Feet: 22 Total Valuation: $ 7,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $345.60 1132060144040 Lot: PB: Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 13 c N 66 Q / / ` o r o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descri tion of property and street /address: ` ( d . ■ v t J �-,`• (y1l✓ " ^•r J r`l Le S ) 3 ) 3 Ps 0-37 (J '? S 7" to+ � -- R s • A L off- S i z f 7 . S , � k 2. Description of improvement: . / �W CO 1 cU � 'LS 3. Owner(s) name and address: / 1 I Pa f d 1J- N 9 Interest in property: u/ i) F.Z 4. Contractor's name and address: Print Owner's Notary Publi Print Notary's Na r e My commission e pires: 123.01 -52 PAGE 4 B/02 Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contractorrif Name and address: 1ST Amount of bond $ _____ _ _ I_v DJ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom,no provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d .hi- . specified' Signatu o Owner ' ' I I 1 Name / W)1.�• Pd C J M abel v argas os Commission • Dl '8 0, Sworn to and subscrib-..efore me this ) day of , r 11\.LY NU /I� i•L��' o,', rrti r _r• e� X � 4. Bonded Thnl AtIOtttlt:f i ftlifitCo. CFA'% 2006R1174539 OR Bt: 25060 P3 4620; (10s) RECORDED 11/01/2006 10149 :11 HARVEY RUV'IN: CLERK. OF COURT MIAMI -DADE COUNTY: FLORID LAST PAGE .0_ 11111111111111111111111111111111111113111111 other documents may be served as Prepared by C.0;1 lip 4 /, P/fdl/ 20( 2 Address: I X3 136 '� IURFS t\ Inspection Number: I NSP -31270 Inspection Date: 12/18/2006 Inspector: Grande, Claudio Owner: POHOVEY, WILLIAM Job Address: 1292 95 Street NE Project: <NONE> Miami Shores Village, FL 33138 Contractor: HOME OWNER D Passed artment Comments Monday, December 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -11 -06 -2696 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060144040 Lot: Page 1 of 2 � Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until '� IURFS t\ Inspection Number: I NSP -31270 Inspection Date: 12/18/2006 Inspector: Grande, Claudio Owner: POHOVEY, WILLIAM Job Address: 1292 95 Street NE Project: <NONE> Miami Shores Village, FL 33138 Contractor: HOME OWNER D Passed artment Comments Monday, December 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -11 -06 -2696 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060144040 Lot: Page 1 of 2 Unable to do inspection, floor is being sealed,cannot walk on wood floor. Recall inspection when ready. 11/29/06 CG. Passed Inspector Comments /I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -31272 Inspection Date: 11/29/2006 Inspector: Grande, Claudio Owner: POHOVEY, WILLIAM Job Address: 1292 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -11 -06 -2696 Permit Type: Windows /Shutters Inspection Type: Final Wojk ssification: Window /Door Replacement Block: Phone Number Parcel Number 1132060144040 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle)- Owner's Name (Fee Sim ?le Tlder Owner's Address .��)- ° 6 1 - City Tenant/Lessee Name State Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village BY: County Is Building Historically Designated YES NO Value of Work For this Permit $ ]-* 0000 Type of Work: Describe Work: ❑Addition Notary $ Training/Education Fee $ Scanning $ 2'00 Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 LTOMETIM Nov 01 2005 4- OwLeAr Zip Permit No. tM) O2 aster Permit No. Mechanical Roofing Phone # 2(/ n l / V l Phone # E 010 s+. Miami -Dade Zip Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ['Alteration 7 , ❑Nei epair /Replace 2 Jf,: f S , Submittal Fee $ Permit Fee $ , tJ - �V CCF $ CO /CC 1 1 Technology Fee $ 00 DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '"540 -6 See Reverse side ❑ Demolition 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of , , day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** ************************************ G 0 l/� Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Job Address (where the work is being done) Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 1 Q do Total Fee Now Due $ (Continued on opposite side) CGO Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City Miami Shores Village County Miami - Dade Is Building Historically Designated YES NO Type of Work: ❑Addition El Alteration ❑New Submittal Fee $ Permit Fee $ 52e9 ..� Notary $ Training/Education Fee $ ,i .40 Scanning $ ) 2 Radon $ Code Enforcement $ Structural Plan Review. $ Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) t / i J I /. A PQ hOY EYPhone # 3 QS - 7S - 3 a,o/ Owner's Address /4. t, N E- S * City f / ,S tylARS State F L- Zip 3 3 /3 E Tenant/Lessee Name Phone # NE 9 S Contractor's Company Name ( ( Phone # Contractor's Address City State Zip Qualifier Describe Work: i�e i1 t!F n lc c.J % NDew CA) ) DQdJS ( D 41.6 �S., 2Z Square Footage Of Work: Phone # Zip _3313? Repair /Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$ Technology Fee $ Bond $ 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 /mv 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 Chc 1 0/1 4/03 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20Z by , day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY BLIC: Sign: Print: Oia Pe5C6 ,e44y4) who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: y t. Rosa Vaatn.Rrirt Print: My Commission D03396e8 My Commission Expires: Expires July 21 2008 My Commission Expires: „7- a , aQ6,,f) (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning NAME: VILLAGE OF MIAMI SHORES Oft r OWNER BUILDER DISCLOSURE STATEMENT W t /big-An Pd DATE: (1 1 av ADDRESS: ( 9 1V /,/," SivilLPS 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 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 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 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 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 contract disputes. Initial CO 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 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 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. By 110w4 a dtovd-r Was acknowledged before me this 11 day of AIw, , 20 0,C who was personally known to me or who has Produced there License or _Z 1-I4- & as identification. MONICA US8 MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 Bonded Tin Notary Publk Undenvdters 1 0 2 0 BLD ZONING DEPT N_O_\L 01 2006 .. .. • •••• • .. • • • • ...... • • • • • • •••• •••• .... •••S •.. • • Wog EJECT TO COMPLIAI ,E. WITH LL EUE "' -- E AND COUNTY RULES AND REGLIL? .- . WC* . - .: • • • • • • • • • 3 ----- 0 IS 1 EP kilLTJEI Miami 111 . j I •re Shores iUage PPROVED , 1 0 2 0 BLD ZONING DEPT N_O_\L 01 2006 .. .. • •••• • .. • • • • ...... • • • • • • •••• •••• .... •••S •.. • • Wog EJECT TO COMPLIAI ,E. WITH LL EUE "' -- E AND COUNTY RULES AND REGLIL? .- . WC* . - .: • • • • • • • • • E Asl' S ME ~ , • 1. e • • • • • • • • • • • • • • • • • • � ■ • °° ~ °° • • • • • • • • • ° °° °°° °°° • • • • • • • • • °° °° • • • ° • °° • °° • 43 3 ��`�v ~~ ~'v s g 3 37 • • • • • • °° • • o ° •• • • • • • • . . • "!° °° � � % • t •• ••• • • • °°° • • •• • =°°°°°°° • • ••• • °°� ° • • I • •• | i °°° � |°°° °°° • °'° | • • • • • • • • • • • •• • • •• • • • � °°°° ^ °°°°°° • • °°° 0 0 ° • ••• • • • |° • °° |° �° •• ••• �° • • �� l r -� /�r� �� l�� 9).- . � ���� �_� ^ ' . ~^ ' � ^ [�- � . 1 •• • • • • • I • • I • •• • 1• • I•• • • • I • • • • • • • • • • • • • • • • • ••• • ••• •'•• • • • • • • I • • • • • • • • • • • '• • • • • • • • 1 • • • , • • • • • • • • • • • • • • • • • • • • • • • • i I • • • • • • ' • • • • • • • • � • • • O • • • • • • •, 0 • • 0 • ' • • • • i •• • •' • •• ••I • • 4 • • ••• • r E sT °°°° • • • • • • • • •°• I • �° ° °° °° • • • •• • • • • \ o °° o ° • °° °° � � ��� i • • ^ °°°°° • • • ~ • i� • � • • • • °°°° % � o ° " °• °° • °°° °°° • • • °° °° • • MIAM'DACE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) La Finestra 7301 N.W. 41 Street Bay -C 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 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 rjght to have this product or material tested for quality assurance purposes. If this product or material fails td p2ffttm in the accepted manner, the manufacturer will incur the expense of such testing and the.AfIJ:may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. •BOA4 reserves Al right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Disistorr 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 Higtr•Yglocitygilr cane Zone of the Florida Building Code. • • • • • DESCRIPTION: Series "EKU -53" Aluminum Fixed Window - Impact • • • • • •••• NOA No 02- 1018.12 Expiration Date: March 6, 2008 Approval Date: March 6, 2003 Page 1 APPROVAL DOCUMENT: Drawing No. LAFINWDW, titled "La Finestra Series E1W- 53.Fixed Vdin�do►w ", • sheets 1 through 4 of 4, dated 9/28/02 with revision #1 dated 11/21/02, prepared by Bromley-Look Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product Control Approval. stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • .• 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 j;P1y.Irt No. FLL- 3545, dated 8/13/02, signed and sealed by Joseph Chan, P.E. •... •... • • C. CALCULATIONS • • 1. Anchor Calculations and stnictural analysis, prepared by Bromt rook • Engineering, Inc., dated 11/21/02, signed and sealed by Williarr Coot, P.E. • • • • D. MATERIAL CERTIFICATIONS E -1 • • •••• • • • •• • .••• 1. Notice of Acceptance No. 99 0302.04 issued to UCB Chemicals Corporatiorf, for• "Uvekol -Liq. Resin to adhere Glass" dated 2/8/01, expiring on 2/8/04. E. STATEMENTS 1. Statement letter of no financial interest, dated 10/14/02, signed and sealed 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). Manuel Per Product Control E er NOA No 02- 1018.12 Expiration Date: March 6, 2008 Approval Date: March 6, 2003 INDICATES FRAME ANCHOR LOCATIONS. 2 D.LO FRAME WIDTH - 4' MAX TYP. AT HEAD & SILL. 8' FRAME WD. TYPICAL NATION "FIXED" LA FI N ESTRA, LC MAX. TYP. AT HEAD & SILL 1 1. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WI THSTANDWIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY NOT EXCEED 18' 0.C. SPACING AROUND OPENINGS. 4. THE SYSTEM SHOWN HERON WAS TESTED FOR WATER, AIR, IMPACT, CYCJC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE YMH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 5. MULTIPLE UNITS (STACKED SDE BY SIDE OR TOP TO BOTTOM) SHALL REQUIRE SEPERATE MULLION W1TH SEPERATE PRODUCT APPROVAL INDICATES FRAME ANCHOR LOCATIONS. m SERIES: EKU 53 FIXED WINDOW FRAME WD. MAX TYP. AT SILL MAX. TYP. AT SILL TYPICAL ELEVATION "FIXED ARCHED" 9�• ••::: LARGE MISSILE IMPACT RESISTANT_ • • Gt.-11 1GL -21 - 9/ LAMINATED • • • 1 4' ANNEALED - b.'080" • • • • • 99" UVEKOL LIQUID RESIN COMPOSITE 1/4 ANNEALED. 7/16 "(.480 ") A la. 3/16" ANN M VO INTERLAYER ( is 3/16" ANNEALED. • • • • • • ••• .V.B. • MAXIbUM) •• • • • • 5 • • • INDICATES FRAME ANCHOR LOCATIONS. 2' • ••• ••• • • • • • • • • • • • • • • • •• •• MAX TYP. AT SILL 8" WA DESIGN PRESSURES • SEE CHART ON SHEET -4 FOB • A:LOWAtl j PRESSURES. WATER INFILTRATION TEST - 15 P.S. F. FRAME WD. SEE WINDOW CHART 12' AX. C [ GL -11 la-21 12" TYPICAL ELEVATION "FIXED EYEBROW MAX. TYP. AT SILL 5 0 1 U (3 m Z Y 1 Z V1 LT T u go b § g DATE: 9 -28 -02 DRAWING NO: LAF1NWDW SHEET NO 1 OF 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • cva \EMI L INDICATES FRAME ANCHOR LOCATIONS. 2 D.LO FRAME WIDTH - 4' MAX TYP. AT HEAD & SILL. 8' FRAME WD. TYPICAL NATION "FIXED" LA FI N ESTRA, LC MAX. TYP. AT HEAD & SILL 1 1. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WI THSTANDWIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY NOT EXCEED 18' 0.C. SPACING AROUND OPENINGS. 4. THE SYSTEM SHOWN HERON WAS TESTED FOR WATER, AIR, IMPACT, CYCJC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE YMH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 5. MULTIPLE UNITS (STACKED SDE BY SIDE OR TOP TO BOTTOM) SHALL REQUIRE SEPERATE MULLION W1TH SEPERATE PRODUCT APPROVAL INDICATES FRAME ANCHOR LOCATIONS. m SERIES: EKU 53 FIXED WINDOW FRAME WD. MAX TYP. AT SILL MAX. TYP. AT SILL TYPICAL ELEVATION "FIXED ARCHED" 9�• ••::: LARGE MISSILE IMPACT RESISTANT_ • • Gt.-11 1GL -21 - 9/ LAMINATED • • • 1 4' ANNEALED - b.'080" • • • • • 99" UVEKOL LIQUID RESIN COMPOSITE 1/4 ANNEALED. 7/16 "(.480 ") A la. 3/16" ANN M VO INTERLAYER ( is 3/16" ANNEALED. • • • • • • ••• .V.B. • MAXIbUM) •• • • • • 5 • • • INDICATES FRAME ANCHOR LOCATIONS. 2' • ••• ••• • • • • • • • • • • • • • • • •• •• MAX TYP. AT SILL 8" WA DESIGN PRESSURES • SEE CHART ON SHEET -4 FOB • A:LOWAtl j PRESSURES. WATER INFILTRATION TEST - 15 P.S. F. FRAME WD. SEE WINDOW CHART 12' AX. C [ GL -11 la-21 12" TYPICAL ELEVATION "FIXED EYEBROW MAX. TYP. AT SILL 5 0 1 U (3 m Z Y 1 Z V1 LT T u go b § g DATE: 9 -28 -02 DRAWING NO: LAF1NWDW SHEET NO 1 OF 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR SCHEDULE ANCHOR TYPE SUBSTRATE /EMBED MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING HEAD - SILL JAMBS 1/4' X REQ LENGTH TAPCC4N OR EQUAL CONCRETE (200 Fl Fn) 1 1/2" INTO CONC. MIN. r FROM ENDS BALANCE O 12" C/C MAX. B' FROM ENDS BALANCE 0 14" C/C MAX. /14 X REQ LENGTH P.H.S.M.S. OR SELF- DRIWNG METAL STRUCTURES STEEL OR ALUMINUM a FROM ENDS BALANCE 0 12" C/C MAX. e' FROM ENDS BALANCE 0 14" C/C MAX. / 14 X 2 1/2" P.H.S.M.S. MIN. 2 X 4 N0.2 S.Y.P. 1 1/2" INTO WOOD MIN. E" FROM ENDS BALANCE 0 12' C/C MAX. 8' FROM ENDS BALANCE 0 14" C/C MAX. O 2 HEAD DETAIL P.T. WOOD BUCK BY OTHERS. P.T. WOOD BUCK BY OTHERS. 9 -28 -02 DRAKU O Ne LAF1NWDW NIEEt Not 2 OF 4 INDICATES CONC SUBSTRATE. 2 3/4" P.T. WOOD BUCK BY OTHERS. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 1 1/2" MIN. OABED CONTINUOUS SEALANT WITH BACKER ROD. INDICATES EXTERIOR STUCCO FINISH. i-1/4" MAX O 2 JAMB DETAIL NOTE SEE SHEET 3 FOR FULL SIZE GLAZING DETAIL 'G1" 'EXTERIOR' WINDOW M. - JJINDICATES CONC. SUBSTRATE. 2 3/4" 1/4" MAX O 2 JAMB DETAIL P.T. W000 BUCK BY OTHERS. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 1 1/2' MIN. EMBED CONTINUOUS SEALANT WITH BACKER ROO. ... • • • • • -.-- -. • • • • • •.• • • • • • • • •• •. • • ••• • • • • • • • • • • • • • 'TAME ANCHORS • t ICATFS N EI�ER�R • • • AS INDICATED ON • Q �{ • BLE1fATI0NS & SCHEDULE. • ••• • • • • • • • • • • •• ••• .• • • • •. • •.• • • • • • • • • • • • • • • • .• • • • • • • • • • • .. • • .. • • . .. • • FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. • • • • • • • • INDICATES CONC. SUBSTRATE. INDICATES EXTERIOR STUCCO FINISH. CONTINUOUS SEALANT WITH BACKER ROD. SILL DETAIL CONTINUOUS SEALANT WITH BACKER ROD. INDICATES EXTERIOR STUCCO FINISH. INDICATES CONC. SUBSTRATE. • • "EXTERIOR" 5 1 MATERIAL UST KEY PM NUMBER DESCRIPTION MATERIAL MANF. /SUPPUER/REIURKS 1 7011 FRAME HEAD/S1LL/LALL9 EN AW -6060 - T5 PROF LATI SPA Q 11078 GLASS BEADING EN AW -8080 - 15 PROFILATI SPA © 11079 GLAZING STOP EN AW -8060 - 15 PROFRATI SpA Q 128 -2178 CONTINUOUS EPOM WEDGE GASKET EPDM NOT USED O GSF1 /10 X 1 1/4' P.H.MS.(SELF DPoWNG) CAD. PLATED STEEL STD. SCREWS FOR GLAZING BEAD © 105 -0110 FRAME CORNER KEY (TYPICAL AT CORNERS) GIST ALUMINUM 110 -3578 .325' METAWC PIN(2 EA CORNER) CAST ALUMINUM 8 9035 OPTIONAL FLANGE FRAME NFAD /SEL/ M B EN AW -6080 - T5 PROFI A11 SpA 9035 — FRAME 0 11079 — GLAZING BEAD 03 0.886' 11078 — SNAP CAP 20 (DECORATIVE) .080' .060' 0.853' OPTIONAL 'FLANGE" FRAME PROFILE 9035 — FRAME OB t 1.774' NOTE SAME EXTRUSION AS 9035 BUT MTH FLANGE SEALANTS - GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH DOW CORNING 995 OR PECORA 895 FRAME CORNERS SEALED WITH DOW CORNING 999 ® EPDM GLAZING GASKET 126 -2178. SET IN SEALANT. BLACK SILICONE (DOW - CORNING 995) (0R PECORA 895) NYLON SETTING BLOCK • • • • • • • • T' ICAI.•GLAZING DETAIL • • • • • • • VFULL SIZE' • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • •• • • • .•• • - -• -- TT • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • ••• • • • • .• • • • • • • •• • LAMINATED GLASS TYPE GL -1 OR GL -2 AS DESCRIBED IN SCHEDULE EPDM GLAZING GASKET SET IN SEALANT X10 X 1 1 /4e P.H.M.S.OS SELF DRILUNG O 4" FROM ENDS & 16' 0.C. MAX. SPACING. 1107802 11079 03 Approved n p y og whit as Florida Bald ode Date NOAH Miaael Dade Prod t Di By 00 9 5 ?,1 g a y ig I DAM 9 -28-02 DRAMNG NQ LAF1NWDW tart NO 3 OF 4 • • • • • • • • • • • ••• • • • • 0 • 0 0 • •• •• • • • •• •• ••• • • • ••• • • u 3LV0 WINDOW SIZE CHART ALLOWABLE DESIGN LOADS FOR IMPACT WINDOWS INDICATES CONC SUBSTRAIEA P.T. WOOD BUCK Al 15 MODULAR WINDOW SIZE GLASS TYPE GL-1 GLASS TYPE GL-2 I y rm.. 0 . - 747i! SLAV= 33M TkI1103 3003 Ina On36 311103HOS SSVD 0307/ NOUd9F3S30 =DAM WIDTH HOW D(T(+) EXT(-) (X1(+) BY OTHERS. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 1 1/2- MIN. Ad 24 30 36 42 48 48 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 IVIlo ii 0 30 36 42 48 54 54 75 75 75 EMBED WINDOWS MAY BE ORIENTED HORZONTALLY st=17.7=4 NOTE: oR VERTICALLY. CONTINUOUS 4 401 0 - SEALANT VA TH BACKER ROO. 7 , 75 75 75 iti =CIW=I ,.. 0 0 FLANGE WINDOW V.O. 75 75 75 75 75 75 70.2 66.6 66.6 62.2 DETAILS — FIXED WINDOW LA FINESTRA SERIES SKU -53 ALUMINUM FIXED WINDOW 30 36 42 48 54 60 75 75 75 75 75 75 75 73.5 73.5 75 75 61.4 61.4 • . • - - :,.'..., -.':''.....;:...,: • 66.6 66.6 55.9 55.9 30 36 42 48 54 66 75 75 75 INDICATES EXTERIOR n 75 75 75 66.6 66.6 STUCCO FINISH. "OPTIONAL" JAMB DETAIL 75 75 56.4 56.4 'FLANGE FRAME 66.6 66.6 50.3 72 75 75 75 75 75 75 75 75 61.1 61.1 2004 NE. 4901 SiiEmT FORT LAUDERDALE. R 33306 Ri(954) 772 -4824 FAX(954) 772-4634 75 75 50.9 50.9 66.6 66.6 45.2 45.2 SASH/FRAME -Adwpw.ni rQiM� 7 8 75 75 75 75 75 75 74.4 74.4 75 75 57.4 57.4 75 75 46,7 46.7 66.6 66.6 41.5 41.5 30 36 42 48 50 84 75 75 75 75 75 75 71,2 71.2 TYPICAL 0 •• ••• • • • r.,-,- 75 75 54.2 54.2 74.4 74.4 43.7 43.7 70.1 70.1 41.2 41.2 c O Q1 . ti � NO 30 36 42 48 50 90 75 75 75 75 • • • • 75 75 68.5 68.5 • • - • • • • ,, • • • • • 75 75 51.4 51.4 • Approved as emptying Will tho Florida lidding Date N°Afi 70.4 70.4 41.1 41.1 • Nom • • • • • AT KEY CCNTACT SURFACES USE SINGLE COMPONENT GLUE • ART. 149 AL 440. • • • • • 65.8 65.8 38.6 38.6 24 30 36 42 48 96 75 75 75 75 • • • ' • 75 75 75 75 75 75 66.2 66.2 - • DATE: 9-28-02 75 75 49,1 49.1 • • • • • • • • • • • • • • • • • • e • • • • • • • n • • • . - 66.9 66.9 38.9 38.9 DRAY040 tea LAFINWDW •• • • • • FRAME CORNER JOINT Miami Dade Prod Di do. By (TESTED ASSEMBLY = 48 x 96 0 +/-75 PSF) DLO - 44" x 91 1/4' SHEET We 4 OF 4 • • • • • • • • • • • ••• • • • • 0 • 0 0 • •• •• • • • •• •• ••• • • • ••• • • M IAM I•D,ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) La Finestra 7620 N.W. 25 Street, Unit 6 Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami :Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material, faits to perform in the accepted manner, the manufacturer will incur the expense of such tesjingarLd the /kHJ may immediately revoke, modify, or suspend the use of such product or material within theif f uriAlictioL .1014A reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coun, 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•1:Ip Buildij> • • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EKU -53" Outswing Aluminum Casement Window - Imptact • • • APPROVAL DOCUMENT: Drawing No. LAFINWDWOUT, titled "Series EKU -51 bu[swing Caas ement Window ", sheets 1 through 5 of 5, dated 10/26/04 with revision #2 dated 5/16/05, prepaied by Bromle' ek Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dad8 ftzn y Prodl,a • Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dads. • County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 # 02-1016.06 consists of this page 1 and evidence pages E- I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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 • NOA No 05- 0203.02 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 Page 1 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. FTL;38$2,dated:August • 23, 2004, witnessed by Edmundo 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.' 8S 2 0 2 - i4. • • • 3) Water Resistance Test, per FBC, TAS 202 -94 "••••• • .... • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS Qf409* • • along with marked -up drawings and installation diagram of an outsWinrwood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL: 4 ;dated JuPy29, •• 2002, witnessed by James G. Worth, P.E. and reviewed, signed and sealed by Nub* • • Chan, P.E. (Submitted under File #02- 1016.06) ' ' • •• • .... • • • • .. • C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 01/27/05, prepared by Bromley - 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 substrate. 2. Anchor Calculations and structural analysis, dated 10/10/02 revised on 11/20/02, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E. (Submitted under File #02- 1016.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manuel ' erez, Product Control Exa NOA No 05-02 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 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 Edmundo 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 erez Product Control Ex NOA No 05 -0 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 • • • • .. • • • • • .. • • • •..• • • • • • • • • • • •••• • . • • .. • .. .. • • • • HINGES: 5 PER PANEL TYP. 3 PER PANEL TYP. 7A m FRAME ANCHOR LOCATIOFS C2> MAX. TYP. 24" (II7II) I ANCHOR NOTE -1 LA FINESTRA, LC SERIES: EKU 53 OUTSWING CASEMENT WINDOW 72" FRAME WO. I4AX 48" (MAX WO.) j ANCHOR NOTE -1 1 I� la 16" TYPICAL ELEVATION VIEWED FROM EXTERIOR "OUT SWING 21 ) O.H. au • • •• •• •• •• 72" • , • to • !• V • • FLUSH BOLT OR CCRITER W TRANSMISSION LOCK OPTIONS ANCHOR NOTE- 1 AT C.L MEERNG STILES: INTO WOOD SUBSTRATE CLUSTER OF (5) f 14 WOOD SCREWS 0 2" 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 0 3" O.C. MAX. SPACING TYPICAL CONFIGURATIONS • • • • AMAX. wi4 FES • • • • • • • MUI•IPL• upon STACKED VRLDCALLY OR • • • • • HORIZONTALLY MUS• HAVE APPROVED MULLIONS • • • • • • BETWEEN• E1 WINDOW • 48" GLASS SCHEDULE LARGE MISSILE N.PICT RESISTANT — 1/21.500) LAMINATED 3/16 ANNEALED — .130" 1MEKOL UOUID RESIN COMPOSITE 3/16" ANNEALED. IGL- = 7 /16"(.450 ") LAMINATED 1/16" ANN. — .090" P.Y.B. INTERLAYER(SAFLEX /KEEPSAFE MAXIMUM) - 3/16" ANNEALED. 7/16 "(.450") LAMINATED 3/16" H.S. — INTERLAYER(SAFLIX/KEEPSAFE MAXIMUM 3/16" H.S. WATER INFILTRATION TEST PRESSURE 13.5 P S.F. NOTES: 1. 1H6 WQ400W STSILM HAS BEEN TESTED, ENCPJEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY 4 EXCEED 16" O.C. SPACING AR00)40 OPENINGS. 4. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, 914, IMPACT. CYCLIC & UNIFORM STATE MR PRESSURE 1E511NG IN CONFORMANCE WITH DACE COU.RY PROTOCOLS PA- 201, 202 & 203. "RODUCT REVISED fv c aop4ppn0 with the Florida 55th Cade n713. O2 .2 ee , Prodocl Co.M.f 14 W 8 ( 9 ri are 10 -26 -04 DRAIMG N6 LAFINWDWO UT 91EET 116. 1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • GLASS CHART i IGL IGL -21 OR IGL -3 1 ( ) \ . 3 .LOCK D OPTIONS 0 r IGL 2Q` 11 IGL -21 , • OR 0 10 IGL -31 w rn i II SEE FOR V 9 1 aL D. V M.,43(.. DLO. / LOCK G NS / ) GL -2 27 1/2 X 86 11/16" HINGES: 5 PER PANEL TYP. 3 PER PANEL TYP. 7A m FRAME ANCHOR LOCATIOFS C2> MAX. TYP. 24" (II7II) I ANCHOR NOTE -1 LA FINESTRA, LC SERIES: EKU 53 OUTSWING CASEMENT WINDOW 72" FRAME WO. I4AX 48" (MAX WO.) j ANCHOR NOTE -1 1 I� la 16" TYPICAL ELEVATION VIEWED FROM EXTERIOR "OUT SWING 21 ) O.H. au • • •• •• •• •• 72" • , • to • !• V • • FLUSH BOLT OR CCRITER W TRANSMISSION LOCK OPTIONS ANCHOR NOTE- 1 AT C.L MEERNG STILES: INTO WOOD SUBSTRATE CLUSTER OF (5) f 14 WOOD SCREWS 0 2" 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 0 3" O.C. MAX. SPACING TYPICAL CONFIGURATIONS • • • • AMAX. wi4 FES • • • • • • • MUI•IPL• upon STACKED VRLDCALLY OR • • • • • HORIZONTALLY MUS• HAVE APPROVED MULLIONS • • • • • • BETWEEN• E1 WINDOW • 48" GLASS SCHEDULE LARGE MISSILE N.PICT RESISTANT — 1/21.500) LAMINATED 3/16 ANNEALED — .130" 1MEKOL UOUID RESIN COMPOSITE 3/16" ANNEALED. IGL- = 7 /16"(.450 ") LAMINATED 1/16" ANN. — .090" P.Y.B. INTERLAYER(SAFLEX /KEEPSAFE MAXIMUM) - 3/16" ANNEALED. 7/16 "(.450") LAMINATED 3/16" H.S. — INTERLAYER(SAFLIX/KEEPSAFE MAXIMUM 3/16" H.S. WATER INFILTRATION TEST PRESSURE 13.5 P S.F. NOTES: 1. 1H6 WQ400W STSILM HAS BEEN TESTED, ENCPJEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY 4 EXCEED 16" O.C. SPACING AR00)40 OPENINGS. 4. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, 914, IMPACT. CYCLIC & UNIFORM STATE MR PRESSURE 1E511NG IN CONFORMANCE WITH DACE COU.RY PROTOCOLS PA- 201, 202 & 203. "RODUCT REVISED fv c aop4ppn0 with the Florida 55th Cade n713. O2 .2 ee , Prodocl Co.M.f 14 W 8 ( 9 ri are 10 -26 -04 DRAIMG N6 LAFINWDWO UT 91EET 116. 1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • GLASS CHART TYPE MAX. D.LO. MAX. DESIGN PRESSURE GL -1 27 1 /2" X 86 11/16" +75.0. —75.0 P.S.F. GL -2 27 1/2 X 86 11/16" +75.0. —75.0 P.S.F. GL -3 40 3/4" X 86 11/16" +90.0. —90.0 P.S.F. HINGES: 5 PER PANEL TYP. 3 PER PANEL TYP. 7A m FRAME ANCHOR LOCATIOFS C2> MAX. TYP. 24" (II7II) I ANCHOR NOTE -1 LA FINESTRA, LC SERIES: EKU 53 OUTSWING CASEMENT WINDOW 72" FRAME WO. I4AX 48" (MAX WO.) j ANCHOR NOTE -1 1 I� la 16" TYPICAL ELEVATION VIEWED FROM EXTERIOR "OUT SWING 21 ) O.H. au • • •• •• •• •• 72" • , • to • !• V • • FLUSH BOLT OR CCRITER W TRANSMISSION LOCK OPTIONS ANCHOR NOTE- 1 AT C.L MEERNG STILES: INTO WOOD SUBSTRATE CLUSTER OF (5) f 14 WOOD SCREWS 0 2" 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 0 3" O.C. MAX. SPACING TYPICAL CONFIGURATIONS • • • • AMAX. wi4 FES • • • • • • • MUI•IPL• upon STACKED VRLDCALLY OR • • • • • HORIZONTALLY MUS• HAVE APPROVED MULLIONS • • • • • • BETWEEN• E1 WINDOW • 48" GLASS SCHEDULE LARGE MISSILE N.PICT RESISTANT — 1/21.500) LAMINATED 3/16 ANNEALED — .130" 1MEKOL UOUID RESIN COMPOSITE 3/16" ANNEALED. IGL- = 7 /16"(.450 ") LAMINATED 1/16" ANN. — .090" P.Y.B. INTERLAYER(SAFLEX /KEEPSAFE MAXIMUM) - 3/16" ANNEALED. 7/16 "(.450") LAMINATED 3/16" H.S. — INTERLAYER(SAFLIX/KEEPSAFE MAXIMUM 3/16" H.S. WATER INFILTRATION TEST PRESSURE 13.5 P S.F. NOTES: 1. 1H6 WQ400W STSILM HAS BEEN TESTED, ENCPJEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 2. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION 3. BUCK FASTENERS MAY 4 EXCEED 16" O.C. SPACING AR00)40 OPENINGS. 4. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, 914, IMPACT. CYCLIC & UNIFORM STATE MR PRESSURE 1E511NG IN CONFORMANCE WITH DACE COU.RY PROTOCOLS PA- 201, 202 & 203. "RODUCT REVISED fv c aop4ppn0 with the Florida 55th Cade n713. O2 .2 ee , Prodocl Co.M.f 14 W 8 ( 9 ri are 10 -26 -04 DRAIMG N6 LAFINWDWO UT 91EET 116. 1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • ANCHORSCHEXLE ANCHOR TYPE SUBSTRATE MAXIMUM M ALLOWABLE ANCHOR SPACING 1,1430/ALMA ALLOWABLE ANCHOR SPACING FffAO - SILL JAMBS 1/4. 9 REOD. LENGTH 1 1/ ERRED co.. C 2000 PS MNR.) 085 FLLIFD) r FROM ENDS MANCE O 16" C/C INX. r FROM DOS BAINH.E • 20 I/ MAX. P.Ni CIRFAE OIIUJ449 /5 MK TWp01E5S BALANCE 0 16 C/C MAX. BALANCE r 0 20 I/2� C/C 449. {{ 1 u0 P14 4 C (0R f 14 FACOD SCREWS 1 1/Z MN. DRIED NCO 4000 WOOD FRAMING 40.2 S.Y.P. r FRCL ENDS / BALANCE • 16. 0/0 M1Y L r FROM Ms BALANCE • 14 C/C MAX. AROMA NOTE -I H01E 5EE ANCHOR NOTE -I AT Cl MEETING S7ILF5: MISTER ST OF (5) /14 WOOD SCREWS O 2 O/C MAX. SPACING INTO 14000 SUBSTRATE MN. BIDED 1 1/2 INTO WOOD OR CLUSTER OF (.5) 1/4 co. SMS OR TAP -00)0 FOR CL115IER OF ANCHORS AT MEETING SIRES - • / REVD ",i1. 91 I1 I O 3 O.0 MAX. SPACING WOO STEEL OR CONCRETE (SEE ANCHOR SCHEDIA.0) SUBSTRATE TYPICAL -� 21 NOTE AT KEY CONTACT SURFACES USE SWpE COSOCHD4T GLUE ART. 149 AL 430. 1 15 , I ® /7) FRAME CORNER JOINT 1 ' 0 INDICATES CONC BLOCK %RH MUM CELL- FRAME ANCHORS AS INDICATED ON AWNS & SCHEDULE 1 1/2" INMATES EXTERIOR _/ STUCCO FINISH. INDI CONC. BLACK WITH GROUT FILLED CEZL MANE ANCHORS AS INDICATED ON ATXI4S & SCHEDULE. 11/2" CONTINUOUS P.T. W000 BUCK BY OTTERS NOTE: BUCKS 04)ST BE ENGIffERED SEPERATELY 1/4 MAX. DOOR FRAME WO. ® 0 JAMB DETAIL •TH DECORATIVE WOOD COMBNUOUS P.T. WOOD BUCK BY OTHERS NOTE BUCKS MUST BE ENGINEERED SLPERATELY JAMB DETAIL CORATI49 WOOD PROFLE NOTE SEE SHEET 5 FOR FFIJU. SIZE GLAZING DETAILS "C1, C2" OR - C /3" • • • • • • • • • • • 9 • • • • • • • • • • • MEERNG•STILES • • • • "wow non, 'RODUCT REVISED a comp1Jtnc with the FLo1id6 AcidMag Code Accepte4c0 IYo 0opiredo• Date .:. , • haled CAN AT a z g a 4 9-28-02 (AF1MYDw COMING SAM uT SR fa: 2 OF 5 (TERIQR" • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • V • • • • • • • • • • • • • • • • • • • • • • • • • • • • V• • • • • • • • • • • • • • • • • • • • • • • • • • O HEAD DETAIL 3 'OUTSN@IG' 4 SILL DETAIL 3 "OUTSWING' 9-28 -02 MOWING MD, LAFINDROUT 94ET q. 3 OF 5 INDICATES CONC. SUBSTRATE INDICATES EXTERIOR STUCCO FINISH. COMINIJOUS SEALANT •TTH BICKER ROO. "EXTERIOR" CONTINUOUS SEALANT W!TH BACKER ROO. INDICATES EXTETLOR STUCCO FINISH. INDICATES CONC. SUBSTRATE. 1/4' MAX. SHIN CONTINUOUS P.T. WOOD BUCK BY OTHERS NOTE BUCKS MUST BE ENGINEERED SEPFRATELY FRAME ANCHORS AS •OIGQED ON ELEVATIONS & SCHEDULE. NOTE SEE SHEET 5 FOR FULL SIZE GLAZING DETAIL "1" OR "2" • • • • • • • • • • • • • • • • 9 •/ • ••• • B OTYER* • • • NOTE: iBIOOKS, MUTT DE • • • • ENG D 4:EPV2ATELY • • • • • • • . . ••• ••• • • • • • • •• •• • • .•• • • • • ••• • • • • • • • • • • • • •041 • • • • • • • • • • • • • • '• • • • • • 1•l • • • • • • • • INDICATES CONC. SUBSTRATE INDICATES IX1ER70R STUCCO FINISH. CONTINUOUS SEALANT WITH BACKER ROO. "OPTIONAL" O HEAD DETAIL 3 "EXTERIOR" ° OPTIONAL" O 4 SAL DETAIL 3 CONTINUOUS SEALANT WITH BACKER ROD. INDICATES EXTERIOR STUCCO FINISH. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. NOTE. APPLY SEALANT 70 SCREW HEADS TYP. • • ••9 • • O • T:4 } TOMOS (DABED 1 1/2 Mw.) to ° 10 • • • • SEE ANCHOR SCHEDULE 1/4" MAR_ SHIM e. CONT84JOUS P.T. 4000 BUCK BY OTHERS NOTE: BUCKS MUST BE ENGINEERED SEPERATELY FRAME ANCHORS AS IIDIC ATED ON ELEVATIONS & SCHEDULE fl O ver ® r�1 � �r7 0 r .fik. r e _ OFTIOIiN. DECDRATIVE WOOD PROFILE 1A OPTIONAL "FLUSH ear AT EA. END OF STIES OPTIONAL DECORATIVE •0.100 PROFILE OPTIONAL 'LUSH BOLT AT EA END OF SDLES NOTE: APPLY SEALANT TO SCREW HEADS TYP. CC 4I1M AiJS P.T. .OIX BUCK BY OTHERS NOTE BUCKS MUST BE ENGINEERED SSFERATELY PRODUCT REVISED . complying with tae Florida Steam Cock ANwyttnee No O2 Eeplratio• Dei DOB laY 7011 -FRAME 1.219' . 2 0.865' II f I I IAAIERIN_ LIST MUM GUMMY (1ESCRIP110N IIAERIAL MM 4,4 ===, > 1 7011 AS REM FR4hE MEMBER EN AW -6060 - T5 PR( o 0.059' j ` eo to J 9035 As 1ff0 . FAME 6ElffiER (0'1I3P L) EN /411-6060 060 - 15 PitT SpA .6� :7 9036 AS REM. . FRAME MENRER (OPTIONAL) EM ARI -W80 - 15 PROTIUM o { ` 2 J 11054 AS 100. SaSH HFHEAD/SILL/JAMS EN 411-6060 6060 - 15 PROTIUM SpA r 11 28 ,� AS woo. SASH HEAD/SILL/AS /S ILL /AS ( OPIIOPIAL) IN 1111-6860 6060 - TS %iC y� 4263 AS REM CE 7TIR# RABBET EN AN- 6060 - T5 P66 2084" �• 1 [!� 11202 ► AS R GLAZING ZING BEAD 66 AML- 6060 - 15 PROTIUM 11000 AS 6EOD. GLAZC-00. GLAZING 61AD - EN AW -60W TS PfiC yos4" ■ 0 G1 AS REM CONTINUOUS EP06 WEDGE GASKET ERIN 100 -1200 10 3 5/8' LG. TWO-PELCE 81(1 HINGE EN AN-6060 - 15 CSG I 100-XL 6 5 1/2 LS. ONE- -PEKE BUTT NNE EN Ai- 9060 - T5 GSC ® 112 GLAZING BEAD O 0.430" 9035 - OVERSIZE FRAME 1 to 0.855' ; / 8 4 SUPPREMENTARY IMENTSAON AMU 14M4 GS500 GS • MANUTACfURVt LA FINESTRA, L.C. 7620 N.W. 25TH STREET MIAMI, LORIDA 33166 PH.) 305 -599 -8093 C 12 SUPPLEMENTARY NOOK LOCK DMA 65500 GSG ,� D 2 WOWING MINE COMM al 1025 1 T'RYdSM�ON YOrflB4T LAMA S.S. GSC _ I' t 1 i 12 -1: 1 6AAIRLE POINT LOCK MC NON SS. AGO b 0.059" 1 N - NOT USED TT) AGO FUJSH BOLT ZNC 6014 5.S. AG 9-C o. u } GSF1 AS NOTED 110 3 1 1/4 P.H.M.S(SLF DRIL1364) CAD. PLATED STEEL i D. SAD o o og o 02 AS RE00, CONINAIOUS ERN WEDGE GASKET ER NS! 2850 � ' N/A f 105-0110 1 EA CORNER FRAME MINER KEY(LOAtFR CORNERS) CAST A1.UlINI1N PROMO Sp4 v, 105-- 0409' 1 EA CORNER FRAME CORNER I1:Y(LIPPER CORNERS) OAST ALU919Ai FROFL&' • • • • • • 110 -3578 2 EA CORNER .325 DIA. 64134lr PO4 CAST ALUIINON PROMO SPA 9036- FTJ1f WITH , 6 j8 915 MUD D N STAGGERED PAYS CAST ALLIMBNM �0 2666 AS RECD. WTI GASKET 1 64 -0426 I FA CORNER FRAME CORNER NEY CAST 46040619 P606214 0.059" ,. +, 164 - 0426 1 EA. CORNER FRAME CORNER KEY CAST ALUMINUM PM)FgA1 SEALMITS _ ... -_ BROMLEY - COOK ENGINEER STRUCTURAL ENGINEERING SE 6440ORT LAU 4 . 33 2 44.(954) 772 -4624 F43(464) - 9A2460 READ AT ERNE SILL SEALED TO GLASS WON COW 0140NG 995 OR PEOORA 895 - FPNAE CORNERS SEALED WITH DOW CORNNG 999 7n o d 016') 2460' o.a65 c. ° Soot 0 Atl N0LLVO1lll 7O s X • • • • • • ••• • • • • • • • • PRODUCT REMISED m totopfydag with the Florida Ba1Nag Cods Atapta•o fN• %..*/ a / 2 . c � ~tea'. ay / //.... .I. % B" .:...:z 1°T.? ! Cc�rr% 0:1 .0 a • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • a• • • 0-4.. • • • • • • ••• • • • • • •• • • WE: 9 cola o : SHEET n0, 4 OF S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAIL 'FIRi SIZE' • • • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • •• • • • • •• • • • • • ••• • EPD31 GLAZING GASKET SET IN SEALANT Tnacx SICICOTE (DOW- 995) (OR REGINA 995) •• ••• • • • • • •• NYLON SETTING BLOCK • • • • • • • • • • • • • 0 • • • • O GLAZING DETAIL (OPTIONAL) 5 -FULL SIZE" LAMINATED GLASS GL -1, GL-2 OR GL-3 SEE SCHEDULE SHEET #1 EPDM GLAZING GASKET SET IN SEALANT OPTIONAL DECORATIVE MOOD PROFILE r �1 I 100 #TO X 1 1/4" P}LMS SELF OR/ LINO O 4" FROM ENDS & 16" O.C. MAX. SPACING. PRODUCT REVISED as mmplylnt wilts the Florida Beiding Code Aeeept:wn No o lvo3 02 Espireriw Date P1'fi. 9y Product Control 1 . IUIL 9 -28-02 LAR 9tEFS 10 5 OF 5 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) La Finestra 7620 N.W. 25 Street, Unit 6 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.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EKU -53" Outswing Aluminum French Door - Impact . . • . APPROVAL DOCUMENT: Drawing No. LAFINDROUT, titled "Series EKU -53 OutsWiDrEntrarfce Door ", sheets 1 through 5 of 5, dated 10/26/04 with revision #2 dated 5/16/05, prepared bYttilmley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade Co Proclai � • • P with the Notice of Acceptance Revision stamp expiration • P tance number and p iration date b y the Miami-Dad; • County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • .. .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state ant following statement: "Miami -Dade County Product Control Approved ", unless otherwise:notocl herein. . . •••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has Baari n4 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 # 02- 1016.07 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- 0203.03 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 Page 1 La Finestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAFINDROUT, titled "Series EKU -53 Outswing Entrance Door ", 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. FTL - 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 inswing Ivood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL - 3480, dated;IjtJ,y,9, 2002, witnessed by James G. Worth, P.E. and reviewed, signed and's*ealMd by Joseph Chan, P.E. (Submitted under File #02- 1016.07) ° C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 01/27/05, prepared bybromley- Cook Engineering, Inc., signed and sealed by William D. Cook, P.R. . . Complies with ASTM E1300 - 98 •° ° • • • No 1/3 stress increase used in anchors into masonry or steel subs e •••• e: 2. Anchor Calculations and structural analysis, dated 10/10/02 revised on 11/20/02. • • : prepared by Bromley - Cook Engineering, Inc., signed and sealed by William D. Cook, P.E. (Submitted under File #02- 1016.07) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 •••• • • •••• •••• •••• • • anuel ' ez, P.E. Produ ' Contr Examiner OA 05- 0203.03 Expiration Date: e : ry 27, 2008 Approval Date: June 23, 2005 • • • • • • • 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 Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1016.07, issued to La Finestra for their "Series "EKU- 53" Outswing Aluminum French Door — Impact ", approved on 02/27/03 and expiring on 02/27/08. . • E -2 • • • •• • • • •••• •••• • • •• •• • • • • • • 0 • 0 • • • • • • • • • ..•. • • • • •••• • • • • • • • • • • • • • • • • • • • • • • Manuel ' • r • , ' .E. Product Cont . 1 Ex : er NOA N i 1 -0 ! .03 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 • • • • •• • 0 • • HINGES: 5 PERK PANEL TYP. 8 3 PER PANEL TYP. FRAME ANCHOR LOC/MOM ( 2> 24" C.L 1 7' - • ANCHOR NOTE -1 MAX. TYP. AT HEAD & SAM. LA FINESTRA, LC SERIES: EKU 53 OUTSWING ENTRANCE DOOR 72" FRAME WO. MAX. ANCHOR NOTE -1 48" (MAX. WD.) Ia - IGL -2I OR IGL - 3I SEE L �1RT FOR M9.7C D.LO. / ocK ONS TYPICAL ELEVATION VIEWED FROM EXTERIOR 'OUT SWING V O • • • • • • • ) 2 0. H. 16" . 7' w • • • •• 72" LOCK OPTIONS ANCHOR NOTE -1 AT C.L MEEl1NG STILES: INTO WOOD SUBSTRATE' CLUSTER OF (5) #14 WOOD SCREWS ® 2" o/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 0 3" O.C. MAX. SPACING • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 48" • • • "TYPICAL CO M' I S ,,. • • • • • t • • • • • • • • LA1/IVi! t3f•9S SACKED VlA1)CALLY OR • • • • *HORIZONTALLY MUM NAVE APOROVFD MULLIONS • • • • BE1W1EN EACH WINDOW • GLASS SCHEDULE URGE MISSILE IMPACT RESISTANT 1 IGL -2 1 ICI - - '1 = 4/215001 LAMINATED 3/16 ANNEALED - .130" UVEXOL LO11O 89584 COMPOSITE 3/16" ANNEALED. 7/16'(.4501 LAMINATED 3/)6" ANN. - .090" P.V.& INTERLAYER(SAFIEX /KEPSA E MAXIMUM)- 3/16 ANNEALED. 7/T6 "(.450 ") LAMINATED 3/16" 11.5_ - .090" P.V.B. t41ERIAYER(SAFlEX/KESISAfE 11/0044/90- 3/16 H.S. WATER INFILTRATION TEST PRESSURE = 13.5 NO TES 1. THIS WR4)OW SYSTEM HAS BEEN IA5iLLL ENGINEERED AND APPROVE) FOR DESIGH PRESSURES NOT TO EXCEED THOSE S1ONN IN SCHEDULE. 2. BLICIL OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO MINSTAR° WINO LOADS FOR 9404 APPUGWON 3. BUCK FASTENERS MAY NOT occaa, ,4 0.0. SPACING AROUND O'0•N05. 4. THE SYSTEM SHOWN HERER4 WAS 1ESIED FOR WATER. AIL OPPCT. CYCLIC a !••G0R14 STATIC AIR PRESSURE TESTING IN CONFORMS/4CE WITH DADE COUNTY PROTOCOLS PA -201, 202 a 203 PRODUCT REVISED e4 coop/yin with the Florida Baidie; Code Accepance No 0•M A IK 8 T tVLi a ZJn ..T ON/E 10 -26-04 Halms 08 IAFINDRO(f[ .0801 110: 1 OF 5 3 GLASS CHART TYPE MAX. DLO. MAX. DESIGN PRESSURE GL -1 27 1/2" X 86 1 1/16" +75.0, -750 P.S.F. GL -2 27 1/2" X 86 11/16" +75.0, -75.0 P.S.F. GL -3 40 3/4" X 86 11 /16" +90.0, -90.0 P.S.F. HINGES: 5 PERK PANEL TYP. 8 3 PER PANEL TYP. FRAME ANCHOR LOC/MOM ( 2> 24" C.L 1 7' - • ANCHOR NOTE -1 MAX. TYP. AT HEAD & SAM. LA FINESTRA, LC SERIES: EKU 53 OUTSWING ENTRANCE DOOR 72" FRAME WO. MAX. ANCHOR NOTE -1 48" (MAX. WD.) Ia - IGL -2I OR IGL - 3I SEE L �1RT FOR M9.7C D.LO. / ocK ONS TYPICAL ELEVATION VIEWED FROM EXTERIOR 'OUT SWING V O • • • • • • • ) 2 0. H. 16" . 7' w • • • •• 72" LOCK OPTIONS ANCHOR NOTE -1 AT C.L MEEl1NG STILES: INTO WOOD SUBSTRATE' CLUSTER OF (5) #14 WOOD SCREWS ® 2" o/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 0 3" O.C. MAX. SPACING • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 48" • • • "TYPICAL CO M' I S ,,. • • • • • t • • • • • • • • LA1/IVi! t3f•9S SACKED VlA1)CALLY OR • • • • *HORIZONTALLY MUM NAVE APOROVFD MULLIONS • • • • BE1W1EN EACH WINDOW • GLASS SCHEDULE URGE MISSILE IMPACT RESISTANT 1 IGL -2 1 ICI - - '1 = 4/215001 LAMINATED 3/16 ANNEALED - .130" UVEXOL LO11O 89584 COMPOSITE 3/16" ANNEALED. 7/16'(.4501 LAMINATED 3/)6" ANN. - .090" P.V.& INTERLAYER(SAFIEX /KEPSA E MAXIMUM)- 3/16 ANNEALED. 7/T6 "(.450 ") LAMINATED 3/16" 11.5_ - .090" P.V.B. t41ERIAYER(SAFlEX/KESISAfE 11/0044/90- 3/16 H.S. WATER INFILTRATION TEST PRESSURE = 13.5 NO TES 1. THIS WR4)OW SYSTEM HAS BEEN IA5iLLL ENGINEERED AND APPROVE) FOR DESIGH PRESSURES NOT TO EXCEED THOSE S1ONN IN SCHEDULE. 2. BLICIL OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO MINSTAR° WINO LOADS FOR 9404 APPUGWON 3. BUCK FASTENERS MAY NOT occaa, ,4 0.0. SPACING AROUND O'0•N05. 4. THE SYSTEM SHOWN HERER4 WAS 1ESIED FOR WATER. AIL OPPCT. CYCLIC a !••G0R14 STATIC AIR PRESSURE TESTING IN CONFORMS/4CE WITH DADE COUNTY PROTOCOLS PA -201, 202 a 203 PRODUCT REVISED e4 coop/yin with the Florida Baidie; Code Accepance No 0•M A IK 8 T tVLi a ZJn ..T ON/E 10 -26-04 Halms 08 IAFINDRO(f[ .0801 110: 1 OF 5 3 ANCHOR SCHEDULE ANCHOR TYPE SUBSTRATE MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING HEAD - SRL JAMBS 1 / X REVEL LENGTH 1 I/2 F INTO CONC. CONCRETE (2 P9 1114.) ) CBS ( 1203 J T RUED) r FROM DUOS BALANCE 0 16 C/C MAX DOS r FROM _ DS BALANCE 0 20 1/2 C/C AUX. 14 X [EO'D. IENCM PI�ALS_ 12E S -0R61•d0 PETAL 5 A-35 STEEL OR ALUMINUM t/8" A N. 5141004E55 r FROM DNS BALANCE • O I6" C/C MAX r FNOY BAIMIC O 20 l' C/C u AY. /2 P. F1 1X OR X14 M CO 1 1/T MN. ERRED INTO HOOD 11000 FRAMWO 440.2 S.Y.F. r FRO* ENDS L ( BALANCE 0 16" VC MlMAX. r FROM ENDS BALANCE • 14 C/C MAIL ANCHOR NONE-1 NOTC SEE ANCTIOR NOTE_I AT CL MEETING STIES: C.1(11tR OF (5) /14 11000 SCREWS 0 2 0/0 MAIL SPAtlNG 04T0 91000 SUBSTRATE MIN. EMBED 1 I/2 MT YJOOO OR CLUSTER OF (3) l/4 014. 516 OR 54P-0090 O roc. MAX SPACING INTO STEEL OR CONCRETE SUBSTRATE (SEE ANCHOR SCHEDULE) FOR CLUSTER OF ANCHORS AT IEE[ING SIRES b y l Pi � RECTO SASH/FRAME --.- TYPICAL 7t(AL © NOTE COMPONENT SURFACES KEY CONTACT tNT C ART. 149 AL 430. FRAME ANCHORS AS INDICATED ON aEVAT1ONS & SCHEDULE . 7 MNIIJQES CONC. BLOCK WKM GROUT FILLED CELL_ 1 1/2• MIN EMBED CONHNUOUS SEALANT WTH BACKER ROD: INMATES EXTERIOR STUCCO FMLSH. IDICATES CONC. BLOCK WITH FILLED CELL FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 1 1/T MIN EMBED CONTINUOUS SEALANT WITH BACKER ROD. INDICATES EXTERIOR STUCCO F*OSH. 0 1458400E)S P.T. 'MOOD BACK BY OTHERS NOTE BUCKS MUST BE OID SEPERATELY 1/4 MAX. DOOR FRAME AD. c0NRFawus P.T. 11000 BUCK BY OTHERS NOTE BUCKS MUST BE DIGNEERED SEPERATELY - OPTIONAL 2 JAMB DETAIL VOW DECORATIVE WOOD /4 MAX_ DOOR FRAME 4D. 2 O JAMB DETAIL 'SWING OUT' DECORATIVE ROOD PROFILE NOTE SEE SHEET 5 FOR nu_ SIZE GLAZING DETNLS G1. G2' OR 'G /3 • • 00 • 0 • • • • • • •• ••• •• • • • • • • • • • • • • • Ji x/ • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • •• • • •• • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • ••• • • • ••• • • MEETING STILES - •WIG OUT •• q) O FRAME CORNER JOINT 2 PRODUCT REVISED as complying with me FL4id• Boidlog Code A1YHpti•u No • /AF ' - ...I e 'memo DAC .9;W: PNOU8(1 CmMFd 3 HEAD DETAIL 3 'OUT5wtNG° ,r SILL DETAIL 3 "OUFSWING INDICATES CONC. SUBSTRATE WOICATES EXTERIOR STUCCO FINISH. CONTINUOUS SEALANT WTH BACKER ROD. "EXTERIOR " CIS SEALANT WON HACKER ROD. INDICATES DtTERIOR SRTCCO FINISH. IJDICATES COW. SUBSTRATE. I�4 MAX. SHIM FRAME Alm AS INDICATED ON ELEVATIONS & SCHEDULE. SEE SHEET 5 FOR FULL SIZE GLAZING DETNL 'T OR FRAME' ANCHORS AS INDICATED ON ELEVATIONS • SCHEDULE. NOTE: APPLY SEALANT TO SCREW HEADS 8'Y • • • • • • • • • •• ••• • • • • • •• • • • •• • • • •• • ••• • ••• i /• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I'kvo U::'. HEY iS5i) :a comply! ac with tS• Florida uai•..ia! Coda Ac.pc am No raDos Data 0 8 N 0 0 DATE 9 -28-02 ORM= le WINDROW SMELT MO 30F5 1• >iR u4 • 7011 - FRAME b 0 -059• 4263 - CENTRAL RABBET 2665 AS 6F0D. VIQ& GASKET 164 -0426 1 EA CORNER FRAME CORtIFR KEY FN A8-- 6060 - T5 AS REao. CONTINUOUS EPOM WEDGE GASKET EPOM ZINC i6ON 5S. AGB --Q6 C*0 PIAT£D STEEL STD. SCREWS FOR GLAZING BEM PRCfUII SpA PRa1 LTl SpA PRO r1 A1I SpA PRGIIATI SpA PROfRAT $p4 PRORLAII SpA PROFyAA SpA PROFHAII SpA 1+>: ,„ , _ ••: R CORSiE65 CAST AWNWILDI PROFIUT - spa TaiO! �aiii::r�7:9�[✓:�7�!lii �•iiT[� [ : nlua�:m liJ r; SMS -fefin ✓C PRODUCT REVISED u comptyieg with the F7mfda Hendlsa Code Aem, hose 1 03 E.Fuvtia• Daze d ® 11202 — GLAZING BEAU 0.903 9036 - OVERSZE FRAME 1VRFi FLANGE 2460' 11000 — GLAZING BEAD 0 Y A 0 -720 0 1702E - SASFf(OLITSVANG) CT- COMMERQAL THRESHOLD 0960' 1 470" r l •• ••• • • • 0 0 00 • • • •• • • • • • • • • • • •0 ••• •• • • • •• • • ••• • ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •• •• • • • • • • 0 ••• • • • ••• • • o 0 • • • • • • 0 0 0 0 0 0 • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • FA .t'�� CAST AILI6NUU PROfluU SpA 164 -0426 1 FRAME COMER KEY CAST ALUIMUN PRCRAU SpA SEwvas - GAZING BEAD AT FRAME SILL SEALED TO GASS WITH DOW CORMNG 995 OR F'ECORA 895 - FRAIE CORNERS SEALED WITH DOW CORNING 999 SHEET NO: 4 0E5 G1AZiNG DErAJL 'FULL SITE" MOM ORM CASKET SET RF SEALANT fia( SI]CONE (DPW -COWNG 995) (OR KURA 89S) • • • • • 0 0 0 0 0 • • • • • •• • • • • • • • • • • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • O 0 0 0 0• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NYLON SUMAC ma • • ••• • ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • •• •• •• • • • • • _J Q GLAZING DETAIL (OPTIONAL) 5 FULL 52E" LAMINATED awls . -,, GL-2 OR GL-3 SEE SCHEDULE SHEET '1 ERIN GLAZING GASKET SET 14 SEALANT OPT/ORAL DECORATIVE W000 PROFILE 11 11000 /10 X 1 1/4' SELF DRILLING • 4" MOi1 ENDS & 16 0.C. MAX. SPM]NG. PROD/ CI REVISED as corn ptyieg wka tha Florid Raidia, Code Acapc.�acs No Esprratle• Rate 5 /f: ,Wimmt • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MiP all -DA:'E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 1563 (305) 375 -2901 FAX (305) 375 -2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (In Miami Dade County) and /or the Al -IJ (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. • • • • • DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) • • • • APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "A +ttrnirtum Tube ICfJltions," • prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the MigthtlYatle CountyProduct • Control Renewal stamp with the NOA number and expiration date by the Miami -Dade GddrRy.Produ�i'Cbt1irol • Division. •••• •••• MISSILE IMPACT RATING: Large Missile. • • • • •• • • NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 •. • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or Ilgo,vity, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwisls noted hereip' • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed apd •there has H n 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. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 4.000 6.000 STEP STFP STEP STEP STFP 5 STFP 6 I-- 2.000 --I TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 000 USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. • U51NG ANCHOR TYPES ON SHEET 3, AND ANCHOR GjAPFT' • • • ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN R`TNNC• • • MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I O1VE • • • • •• • TYPICAL r GLAZING PRODUCT 1 0 2 X 1/5' ALUM TUBE 1 r X 3 X 1/16 X 1 ALUM TUBE 1 X 4 X 1 /16 X 5/32' r ALUM TUBE 3.000 — MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 – 1.000 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. • • 00, • • 0 0 • • • 2 USE DADE COUNTY APPROVED GLAZING PROOUCTS MEET11 ABOVE LOAD REQUIREMENTS. • • 3 USE CONNECTION TO MULLION AS PER PRODUCT • • • • • • APPROVAL. • • ••• • • • • • • • 4 SPECIFY MAXIMUM SHIM SPACING. ••• • • • ••• • • • • • • • • • • • • • • •• • • • •• • ••• • • • • ••• • • 0 • 0 • • • • • 0 • 0 0 • • • • • • • •• •• • • • •• • ••• • • • ••• • & Ir. DR. HUMAVOUN FAR000 STRUCTURES FLA. PE j 16557 DEC 1 2 7001 RECTANGULAR Al UMINUM TUBE MUI l IONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z. A`01120 EMBEDMENT TO BASE MATERIAL :31-LALL BE Br10N'v WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. ALL MULLIONS TO BE ALLOY 6063 -75. PRODUCT RENEWED ACCEPTANCE NA. 0 /'1Z($• EOUIRAI70N DA %/WY 2 3-° By PRODUCT CONTROL DIVISION BUILDING CODE 00017!.IA.NCE OFFICE n U°JJ drawing n0. (M95 -08A (sheet 1 of 3 0 11ULLION LOAD CHART 1'.2 ALUn TUBE (0 ITFFl 8U2 20 30 40 50 60 70 TRIBUTARY NIOTM - INCHES ANCHORS TPE AB. OR C7 GLAZING PRODUCT W1 � VERTICAL MULLION GLAZING PRODUCT ANCHORS A.B. OR C W2 TRIBUTARY WIDTH 2 ANCHORS T•E A.R. OR C GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN GLAZING PRODUCT W1 + W2 , o= 3 - HORIZONTAL MULLION 60 1 ANCHORS A.B. OR C MULLION LOAD CHART i.Y A4LU1 TIME 20 30 d0 50 02 70 OH TRIBUTARY WIDTH - INCI$B 0 U] m a 0 , CO J H H !` N W O Ts T7 TYPICAL MULLION ARRANGEMENT ANCHOR LOAD CHART m • 20 30 40 se 60 •70 •00• • TRIBUTARY WIDTH 9 • INCFIES• • • • • • • • •• •• ••• • • MULLION L0A0 CHART 11u■'\■ •111111 1'.•' k 800 RUMME i0 Sim 55 -0 i 1•11,1®■1111111W7Z1R1 .■1 ■■ ■ ■111111E111 uMMLUMv■■® ►u\■►A■am■o■■ 11®191was►3■a •u \1■■N\IMNE! ■i■■ ■■;il ■■■\Si ■m► MILIMMUNANNEOM immiumamminimmi ►�T� ■fir ■►�■■h ■ \■tuuram \® 22 30 40 50 02 70 80 TRIBUTARY Morn - INCt1c5 • t9 ANCHOR FOR AyCHO1 DESC=ION EF SHEET •• 3 OF • 3 • •• • • • • • • • • • • • • • • • • • • • • • • •• • • .• .• .. • • • • • ••• • • • • ••• • • • • • • • • ••• • • • • 0 • • • • • • • • • •• • 0 MULLIDN LOAD CHART 2' . 4 '.1/0' ALUM TL55 19 NO CTm C]y4 ■ ■,11LII®EILW111 m ��■�uv■��a� \I■ •1O. ■ ■ 0\_1�_ ■■MESI ■'■■ 1a■� ■■►NB■ \1■►\ ®11`11•■■N■ ■uM■►■ ■►■■■ N EILIMIIIN11111111MINIIM l7MUMEa■M111111 S0 -5 B N R9 20 321 40 50 62 70 B TRIBUTARY WIDTH - INCHES LOAD CHART ti MRSW ®' ANCHORS TYPE B lS \11■® I 1111111111M ■■■■ ■■ m ■ M ■ I11llllll�11��■�■ N f,�„1L0„1111111111•. 8 ,; MENBM ",,,®NMVM�■ �w`►�■IMao�■ ■ r 1111 `�® ®11KUM\ ®■ IRWI'FIsI►0 ID.. •■■1MMIR■MEM, S e • • • 0 • 40 50 60 70 60 • • • RiVTARY WIDTH - INCHES Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 18257 DEC 1 2 7001 • • m X 20 HY J m 22 MULLION LOAD CHART 30 40 50 60 70 B0 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART I \ \ \I \ \ 7 4_/ ..\ 1 ANCHORS TYPE C 30 40 50 60 70 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. 0I EXPIRATION DATE AA ' , 2. CO ODUCT CONTROS. Dri752 JY BUIDING CODS c 3MI'UANCEOFFICE 80 Z I l m o III J I Ir l I ( drawing M95 -08A !sheet 2 of 3 • 2 X 2 X 1 /8" ALUM ANGLE 2 X 2 X I/O- - ALUM ANGLE MULLION -MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -518 LONG ANCHORS TYPE 'A' PRECAST CONC. SILL # u S.M.S. 1 -1/2 MIN. EMBED INTO WOOD 1/ ANGLE B to S.N.S. 2/ ANGLE \ NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 Dm. TAPCON 1 1/2" MIN. EMBED 1/ ANGLE 1.625 L - r 3.000 / 14 S.M.S._ 2/ ANGLE L _ 1MUWON 2 X 2 X 1/8" ALUM ANGLE- 2-5/8' LONG y .71B -y ,� -.125 iYP, MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS RE00.) ANCHORS TYY,VE • • • • • •• • • • • • • • • • • • • • ••e • • • • • • • ••• • • •• • • • •• ••• •• • . •. • • • • • • ••a • • • s • s e e • •o• • •• • 14 S.M.S. 1 -I /2" MIN. EMBED INTO WOOD 2/ ANGLE • • • • •• • • • • • • • 0 • • •• • • • •• • • •• • • • . • • • • • • • • •• . • • • • • • • • • • • • • • • • • ••• • • •• • • Engr. DR. MUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 DEC 25 MULLION L - -- 2 X 2 X 1/8" ALUM ANGLE !N I S.M.S. 3/ ANGLE - MULUON ANCHORS TYPF 'C' r 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG PRODUCT RENEWED ACCEPTANCE Na O( -(L( go i EXPIRATION DAT" CQ O7 / PRODUCT OOHTROI.DIVLSLON BUODTNG CODE COMPLIANCE OFFICE • NOTCH '1000 BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY LLL1-1/4• 1 TAPCON 1 -1 /a' MIN. EMBED 2/ ANGLE CONCRETE OR CONC. FILLED BLOCKS 9 1 I MIS ,U Inn 11111111111111111. WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. O c 8 M95 -08A sheet 3 of 3