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WS-11-1003
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160498 Scheduled Inspection Date: December 19, 2011 Inspector: Bruhn, Norman Owner: Permit Number: WS -6 -11 -1003 Job Address: 9830 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ACTIVE BUILDERS INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132240 Phone: (305)638 -8420 Building Department Comments REPLACE 9 WINDOWS TO IMPACT Passed `j. Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 16, 2011 For Inspections please call: (305)762-4949 Page 4 of 34 STATE OF FLORIDA, COUNTY OF MADE eHERESY CER71FY that this isN copy of trtia °Viial fired 6'7th dal' of NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TI/� PERMIT NO(t') -( 1 -/CO3 TAX FOLIO NO.' 1 3U,- d/3 '0 9 7 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 &� ��go 1. Legal escri•tion of props an• _= dd - QM/ .4,t 2. Description of improvement: • I ' 24�.. . . • 4 OU 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2011R0842324 OR Fk 27929 Ps 3160 (lug) RECORDED 12/15/2011 13:09:51 HARVEY RUVINe CLERK OF COURT MIA#1I -DACE COUI4TYr FLORIDA LAST PAGE Space above reserved for use of recording office P616- 701N - -s 3. Owner(s) name Interest in property: Name and address of fee imple titl= older 4.'J. o s pare, a_l• f;�. - • • q +ne nu �•,'r. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: address: 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, Name, address and phone number 8. In addition to himseff, 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, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of record ng 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 F NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCE i NT. Signature(s) of ��, " = s or a er(s)'tY ` 1.i� Prepared By i. ul Print Name �� Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f gain instru t as ac / ged before me this By ❑ Individually, or ❑ 3ersonally known, or ❑ produced the following type Signature of Notary P Print Officer/Director/Partner /Manager Prepared By Print Name Trtle/Offce ( IFICATION ' (J _ • SE •i. • 92 0 Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts stated in it are true, to th -/• of my knowledge and belief. Signature(s) ofOwner(s) or ed Officer/Director/Partner/Manager who signed above: B CWJwtAti- By Bpd fo �lr r illf��'71 identfi\ ai'77.rCVlprsY" • tic' ' ` . Comm. Expires A' 19, 2014 me: 1�� i 0D 978 123.01-52 PAGE 3 3710 11 -08 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 12/08/2010 EXPIRATION DATE: 12/07/2012 PERSON: BERNSTEIN FEIN: 263052072 BUSINESS NAME AND ADDRESS: ACTIVE BUILDERS INC 1387 NE 178T1-I STREET MIAMI FL 33182 RODRIGO SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Ferment to Chapter 440 . 05{14), F.S., an officer of a corporation who elects exemption Irom this chapter by lilies a certificate el election wader this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12!, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and cerlilicates of election to be exempt shall be subject to revocation if, at any time after Ibe filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the retioirements el this section for issuance of a tertilicate. The department shall revoke a certificate at any time for failure of the parson named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 12/08/2010 EXPIRATION DATE: 12/07/2012 PERSON: RODRXGD BERNST£IN FEIN: 253052072 BUSINESS NAME AND ADDRESS: ACTivE 8tJ1tOERS INC 1387 NE 179TH STREET A NAb1I. FL 33162 SCOPE OF BUSINESS OR TRADE 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14 F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Project Address 9830 NE 2 Avenue Miami Shores, FL 33138- Parcel Number Expiration: 06/11/2012 Applicant 1132060132240 Block: Lot: MIAMI SHORES CENTER LLC Contractor(s) ACTIVE BUILDERS INC Phone CeII Phone (305)638 -8420 Valuation: Total Sq Feet: $ 3,000.00 0 Type of Work: WINDOWS No of Openings: 9 Additional Info: IMPACT Classification: Commercial Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.85 $2.85 $0.60 $190.00 $12.00 $2.40 $212.50 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -6 -11 -41089 06/02/2011 Check #: 12580 $ 50.00 $ 162.50 12/14/2011 Credit Card $ 162.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final 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 stria 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 December 14, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 14, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 SuN 27,011 Permit No. N t DD3 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): j�' / /Qd2.' jZ /�/� 4 es �i2iGc. L Phone #:.OS N' " ger- Address: .9 /O 7/ DDteeT, Sv; A7 City: A4�4.• , t•-x<j State: Zip: fr /V Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: gcr.ro OE Di ..4/cJe City: Miami Shores County: Folio/Parcel #: /—)c6 ^t /f 2 )V3 Is the Building Historically Designated: Yes Miami Dade Zip: NO Flood Zone: ,4/4 CONTRACTOR: Company Name: %74e. eJc4.r Phone #: 7Kpes" c%d Of? ,VE /7f .� 4 Address: �-- . City: / / 4�Qf.; . ,4 t .Z. State: / —� Zip: Quj'lifier Name: Phone #: cGC,'J7 g 76 . Certificate of Competency #: Email Address: ' a State Certification or Registration #: 'Contact Phone #: ` '' DESIGNER:rchtect%Eig' Value. of Work for this Pernut: $ .7OO Squ . e/thifeir Footage of Work:s +. yp ep ep h''' ' . �' a dfWorTt."'�]Ailditia�i -,-----, °� QAlteration New /R pair/�bleed �ac� j CI Demolition Description of Work: /'p/Q'Ce 9 thew/ b r / . i /li 4 c/ i ? Phone #: Submittal Fee $ Permit Fee $ /A ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l ( ti 5 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 ertified c•py of the recorded notice + commencement must be posted at the job site for the first inspection which occurs seven (7) i , ys .fier - he building permit is iss ' + I the absence of such posted notice, the inspection will not be approved and a reinspect , e.' ill . ' charged. 10 AvIA • • ' ,i Contractor The foregoing instrument was acknowledged bef e this 3 The egoing instrument was ackno INA. ' day of , 20 1 ( , by Signature Owner or Agent Signature day of who onall ,2011 , by NO Ar, re 11 J R E 1 RI My Comm. Expires Apr 19, 2014 \t: ;• .�••• Commission • 0D 970959 Sign: Print: -AN•`IL�� L 9 /• My Commission Expires. own t 1 11 ' a iden I NOT Sign: Print: Y • • ; ed before a thi uay, who dMat� Notary Public - e o • Comm. Expires Apr 19, 2014 Commission # DD 978989 >A 1S. mrallAm jimi‘'.1111■VirrovAsym My Commission Expires: ********************************* * ********************************************************************** APPROVED BY 6-6// Plans Examiner Zoning • Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) 1 2 3 4 6 6 7 8 9 HALL WAY ■••••••• ••••••••••••••• •••••••• •••••■ Miami Shores Center 9830 NE 2nd Ave Miami Shores, Fl 33141 N Mean Roof Height: 25' Total SgFt: 120 CI) calla -c 5 6 7 8 9 NOA# Lawson Fixed 07-0518.02 Size 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 37x50 5/8 Type Fix Fix Fix Fix Fix Fix Fix Fix Fix Zone 5 4 4 4 4 4 4 4 5 Wind Pressure +58.0 -77.96 +58.0 -62.9 +58.0 -62.9 +58.0 -62.9 +58.0 -62.9 +58.0 -62.9 +58.0 -62.9 +58.0 -62.9 +58.0 -77.96 IDENTIFICATION PLAN Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ,h�d " 66fr SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS s RAMMS ENGINEERING, Nwh p Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, .33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE DESIGN, WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE .interior & Exterior Zones (4 &5 - Walls) Positive Exposure C For the 146 Pressures mph Wind Zone Area (or, Tributary 30 , , Height (Maximum) Effective Wind Area) in 40 Square Feet 50 60 10 20 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3• 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 • 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 • . 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Area (or, Tributary Area) in 40 Square Feet 50 60 Height (Maximum) • Effective Wind 10 20 30 -1.10 -1.05 - 1.02 -0.99 -0.98 -0.98 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -61.3 -57.6 -60.2 -56.8 -59.3 -56.1 -58.6 25 -65.7 -62.9 30 -68.5 -72.6 -65.6 -69.6 - 63.9 -67.9 -62.8 -66.6 -61.9 - 65.6 -61.1 -64.8 40 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 Exposure C - Walls) Negative Pressures For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 60 -1.40 -1.29 -1'23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 772.4 -69.3 -6712 -65.5 -64,1 25 -81,0 • -75:6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 • -83.6 . ' -80.1 -77.6 -75.7 -74.1 • 50 -94.0 -87.7 - 84.0 -81.3 • -79.3 -77.6 60 -97.4 -90.9 -87.0 _ -84.3 -82.2 -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever•is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS MIAMI•QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, 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 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. DESCRIPTIONS' Series "PW 4200/ 6200" Aluminum Fixed Window — L,M.I. 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. m iamidade.gov/buildinscode.com • g W02-55, " APPROVAL DOCUMENT• Drawing No. W02-S5 titled "PW-4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 renews and revises NOA # 06- 0117.02 and, consists of this page 1 and evidence pages E -1, E -2, E -3 and E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-0117.02" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Jaime D. Gaston, P. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 8. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted wider NOA# 06- 0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 11. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- O1- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted rider NOA# 06-0117.02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06. 011702" C. CALCULATIONS 1. Revised Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11/11/05, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 06- 0117.02" E -3 / Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. O 1'HER 1. None E -4 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 ahead 1 of B ) 8' MAX. FROM ENDS 12' MAX. 1 HEAD /SILL FALSE NUNTINS SURFACE APPLIED OPTIONAL 2.643 1.281 .7{y8811 T 062 TYP. FRAME HEAD /SILL 281 z g z O. al Pig S 0p3 .5 G v Olp pan Aq V4.2ik 70 13/18' D.L OPG. 74' WINDOW WIDTH TYPICAL ELEVATION TESTED UNrF 1 m W. WIDTH W. WIDTH W. WIDTH 1; -.1 r r _ JAMB NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. W. WIDTH . W. WIDTH T r — -;- i I I 6t • . OR. HIaIRYOUN FAR004 SRUCMifS FLA. AN. 1_18557 mono:•; :..... aB comply,=., nil' the Flmlds Building Code Acceptance NoO_ %02 dile '- By / { -• L L_ J JUN ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 03 1 a 8 1 4 1 1 drawing no. W02 -55 1/8" ANNEALED GLASS .015' ADHESIVE BY S.LG. 070' POLYCARBONATE SAF —GLAS .015' ADHESIVE BY S.I.G. 1/8" ANNEALED GLASS SUCONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18' ANNEALED GLASS .090 RS INTERIAYER SMUTS SAFLEX /KEEPSAFE 3/18' ANNEALED GLASS SUCONE SCHNEE — MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' 8 /18" OVERALL SILICONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/18° HEAT STR. GLASS .015' ADHESNE BY S1 .070" POLYCAITE SAF —GLAS .015' BY S.I.G. 3/18' T SIR. GLASS SILICONE SCHNEE — MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' 7/18" OVERALL SUCONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TROICO SPECTRUM 2 3/18' HEAT STR. GLASS .090 PLASTIC INTERLAYER DUPONT SENTRY GLASS PLUS 3/18' HEAT SIR. GLASS 1/8' HEAT STR. GLASS .015' ADHESIVE BY S.LG. 070' POLYCARBONATE SAF —GLAS 015' ADHESIVE BY SIG. 1/8' HEAT SLR. GLASS 1/8' HEAT STR. GLASS .090 PVB INTER LAYER SOLUTIA SAFLEX /KEEPSAFE 3/16' HEAT STR. GLASS SILICONE SCHNEE— MOREHEAD SM 5731 SUCONE DOW CORNING 899 SCHNEE— MOREHEAD SM 5731 TREMCO SPECTRUM 2 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE S /IB" OVERALL GLASS TYPE 'D' 13/32" OVERALL SUCONE SUCONE SCHNEE— MOREHEAD 5731 SCHNEE— MOREHEAD 5731 DOW CORNING 899 DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 3/18' ANN. GLASS 3/16' HEAT SIR. GLASS .090' INTERLAYER DUPONT BUTACITE PVB .090' INTERLAYER DUPONT BUTACITE PVB 3/18" ANN. SASS 3/18° HEAT SIR. GLASS SILICONE SCHNEE — MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLAZING STOP ® CIRCULAR WOWS SUCONE SUCONE SUCONE SCHNEE — MOREHEAD SM 5731 SCHNEE — MOREHEAD SM 5731 SCHNEE — MOREHEAD SM 5731 NE DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 KNEE— MOREHEAG SM 5731 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 CORNING 899 SPECTRUM 2 GLASS TYPE 'E2' 7/18" OVERALL GLASS TYPE 'I+' 7/18" OVERALL GLAZING OPT1ON8 LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE NOT REQUIRED SEE SHEETS 3 & 4 FOR CAPACITIES GLASS TYPE 'G' 7/16' OVERATERSTL Engu 08. YO FAR000 RA. i PE # 18087 PRODUCT RI NEWER B ay 'f.. W Uw Florida Dete°. tit4r :yf$ 3 2t Et :1 E IF 2< m drawing no. W02-55 (sheet 2 of 8 DESIGN LOAD CAPACITY - FIEF WINDOW DIME. GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'P' GLASS TYPE 'C' GLASS TYPE 'D' &'G' GLASS TYPE 'ED' &'82' WIDTH MAIN EXT. ( +) 1NT. ( -) DR. ( +) 1N1'. ( -) DRT. ( +) TNT. ( -) EXT. ( +) TNT. ( -) EXr. ( +) 1NT. ( -) OTT. ( +) 1NT. ( -) 19-1/8' 28 -1/2' 37° 48' 53 -1/8 26' 654 68.0 88.0 88.0 88.0 08.0 78.0 78.0 88.0 65.0 78.0 78.0 85.0 68.0 88.0 88.0 86.0 66.0 78.0 75.0 85.0 68.0 78.0 78.0 85.0 85.0 68.0 08.0 684 68.0 75.0 764 65.0 68.0 78.0 76.0 854 85.0 68.0 88.0 88.0 88.0 78.0 75.0 65.0 85.0 78.0 78.0 85.0 610 68.0 68.0 6110 88.0 75.0 754 65.0 88.0 78.0 78.0 19 -1/8° 26-1/2" 3r 48' 53-1/8 38-3/8" 654 66.0 684 68.0 88.0 094 784 764 684 684 78.0 784 854 85.0 68.0 684 88.0 88.0 784 754 654 88.0 78.0 78.0 61.9 81.9 694 684 86.2 66.2 75.0 754 654 684 784 78.0 58.7 58.7 884 68.0 83.8 83.8 754 75.0 654 88.0 784 784 X X X X 638 83.8 75.0 76.0 85.0 810 78.0 784 19 -1/8' 28 -1/2' - - -3T-. " 48' 83 -1/8 _ _ 50=5/8' 85.0 85.0 68.0 88.0 68.0 68.0 78.0 75.0 88.0 60.0 78.0 78.0 654 68.0 684 88.0 68.0 68.0 75.0 75.0 66.0 88.0 ,_78.0- -- -_78.0 411 48.1 88.0 88.0 88.2 86.2 ' 75.0 75.0 684 66.0 --75.0 _ 7L0 X X X x 51.0 61.0 684 65.9 68.0 65.0 78.01`76.0 X X X X X X 64.4 84.4 68.0 88.0 78.0 78.0 19-1/8" 28 -1/2' 37' 48° 53-1/8 58° 66.0 854 684 68.0 610 68.0 78.0 75.0 88.0 98.0 78.0 78.0 81.3 81.3 88.0 68.0 68.0 88.0 76.0 78.0 85.0 85.0 78.0 784 X X X X 86.2 66.2 78.0 76.0 86.0 85.0 78.0 784 x x x x x x x x 654 854 78.0 764 X X X x x X X X 684 664 764 78.0 18 -1/8' 26 -1/2' 3r 48' 53 -1/8 63' 654 684 884 68.0 614 68.0 754 75.0 684 85.0 784 784 60.3 80.3 884 610 884 684 754 764 654 864 710 784 X X X X 06.2 66.2 754 750 654 654 764 78.0 x x x x x x x x 854 680 78.0 784 x x x x x x x x 654 954 78.0 780 19 -1/8' 28 -1/2' 37° 48' 53 -1/8 74' 85.0 964 694 680 88.0 684 750 75.0 654 65.0 78.0 780 x x x x 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X X X X X 62.8 92.8 65.0 85.0 78.0 78.0 X X X X X X X X 950 954 75.6 75.8 X X X X x X X X 68.0 86.0 72.0 720 19 -1/8° 26 -1/2' 37' 48' 53 -1 /8 65.0 610 68.0 88.0 68.0 68.0 78.0 710 65.0 654 78.0 78.0 X X X X 884 680 764 784 064 680 784 78.0 74 -1/4' X X X x X X X X 85.0 85.0 78.0 78.0 x X X X X X X• X 85.0 66.0 75.2 75.2 X X x x x x x x 650 054 71.6 71.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) IMIL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. W J PRODUCT RENEWED as �� tde Florida Acceptance No Expiration DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' MASS TYPE 'D' GLASS TYPE 'F' GLASS TYPE 'C' 01466 TYPE 'D' &'G' TYPE '131.&'E2 WIDTH LENGTH EXT. ( +) 1NT. (-) DR. ( +) 1NT. ( -) EXT. ( +) 1147. (-) DR. ( +) 1NT. (-) EXT. (+) 1NT. (-) EXT. ( +) 1M. ( -) 24" 30' 35" 42' 48' Be 60' 38° 85.0 65.0 88.0 85.0 88.0 68.0 75.0 75.0 85.0 65.0 78.0 78.0 65.0 85.0 88.0 68.0 68.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 85.0 65.0 68.0 68.0 68.0 58.0 75.0 75.0 65.0 65.0 78.0 78.0 57.9 57.9 68.0 68.0 68.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 51.4 51.4 68.0 68.0 88.0 68.0 75.0 75.0 65.0 55.0 78.0 78.0 X X 68.0 68.0 58.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X 68.0 68.0 68.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 24' 30" 38" 42' 48' 54" 80" 48" 85.0 85.0 68.0 68.0 68.0 68.0 75.0 75.0 65.0 65.0 78.0 76.0 61.8 81.8 88.0 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 51.4 51.4 88.0 68.0 88.0 88.0 75.0 75.0 85.0 85.0 78.0 78.0 X X X 64.7 64.7 58.3 58.3 75.0 75.0 65.0 65.0 78.0 78.0 X 58.8 58.6 51.0 51.0 68.0 88.0 85.0 85.0 78.0 78.0 X X 56.6 56.6 51.0 51.0 88.0 68.0 65.0 65.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 24' Sr 38" 42" 48' 54° 80" 80" 85.0 85.0 68.0 88.0 88.0 88.0 75.0 75.0 85.0 85.0 78.0 78.0 49.9 49.9 88.0 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X 68.0 68.0 88.0 58.0 75.0 75.0 55.0 65.0 78.0 78.0 X X 84.7 64.7 58.3 58.3 75.0 78.0 85.0 85.0 78.0 78.0 X X X X X X X X 85.0 65.0 78.0 78.0 X X X X X X X X 135D 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 24' 30" 36" 42° 48' 54" 60' 72° 55.0 65.0 88.0 68.0 68.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 X X 68.0 88.0 88.0 68.0 75.0 75.0 65.0 85.0 78.0 78.0 X X 85.5 65.5 88.0 88.0 68.8 86.8 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X X 65.0 55.0 78.0 78.0 X X X X X X X X 65.0 65.0 74.7 74.7 X X X X X X X X 65.0 65.0 72.0 72.0 24" 30' 35" 42" 48' 54' 60• 74' 65.0 85.0 68.0 88.0 58.0 68.0 75.0 75.0 85.0 65.0 78.0 78.0 X X 68.0 88.0 88.0 88.0 75.0 75.0 65.0 65.0 78.0 78.0 X X 84.6 64.9 88.0 68.0 65.1 65.1 85.0 85.0 78.0 78.0 X X X X X X X X 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 75.6 78.8 X X X X X X X X 65.0 55.0 71.5 71.5 X X X X X X X X 65.0 85.0 68.7 68.7 24" 30' 36" 42" 48" X X 68.0 68.0 88.0 68.0 75.0 75.0 65.0 65.0 78.0 78.0 X X 58.0 68.0 88.0 88.0 75.0 75.0 55.0 88.0 78.0 78.0 84" X X X X X X X X 85.0 85.0 78.0 78.0 X X X X X X X X 85.0 65.0 78.0 78.0 X X X X X X X X 85.0 88.0 73.5 73.5 24' 30' 38' 42" X X 88.0 68.0 68.0 88.0 75.0 75.0 85.0 65.0 78.0 78.0 98 X X X X X X X X 85.0 85.0 78.0 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X X 65.0 65.0 76.8 76.8 24" 30' 38' X X 88.0 68.0 68.0 68.0 75.0 75.0 55.0 85.0 78.0 78.0 108" X X X X X X X X 65.0 55.0 78.0 78.0 X X X X X X X X 85.0 65.0 74.7 74.7 24' 30° 36' X X X X X X X X 65.0 65.0 78.0 78.0 120" X X X X X X X X 65.0 85.0 78.0 78.0 X X X X X X X X 65.0 85.0 74.1 74.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) J w WIDTH MID LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Edon OR HUMAYOUN FAR000 STRUCTURES Fl C ANPE N. 3639 PRODUCT RENEWED as complying with the Florida Building Code 8 AccepfmmcoNuD68 /(a --BY t / Drcidiao 1 ik 6 8 drawing no. W02 -55 sheet 4of 8 -1 4 _TYPICAL ANCHORS SEE ELEV. 1 -1/4' MW TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. l /8• MIN. THICK) STEEL : Fy o 38 KSI MIN. ALUMINUM : 6083 —T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 1/4' DRI I c1 EX OR _ SCI C DRI JNG SCREWS INTO METAL STRUCTURES we MIN. THICKNESS) SM.�1.�/4' SA S INTO APPROVED MULUONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2° MIN. SNTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. 110 K 3/4° SMS USE WITH CHART FOR 1/4' ANCHORS P88000 FLA. PE 4 18857 CAN. 3838 2 PRODUCT RENEWED as implying with the Florida At pAc emaco No07- „�„ pate �•= 7L= s�fs.� B I)I Pr • Control o '.4 8 g 8 o O L �Z 8 a o6- a� gml 1 drawing no. W02 -55 (sheet 5 of 6 ITEM PART 1 CUAWN DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 L-4201 2 FRAME READ/SILL 6083 -18 — _ a L -4201 2 FRAME JAMB 6083 -75 — 3 L -7708 4 GLAZING BEAR (3 /B' GLASS) 8083 —T8 — 4 L -7708 TRIMMED 4 GLAZING BE1D (7/16' GLASS) 8083 -18 — 5 18 2 3/4' 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS B L-4204 AS REDD. GLAZING BEAD AT CIRCULAR WOWS. 6063 -75 — 7 WS-004 _ AS RECD. MATING GASKET SOFT PVC — RECT. OR SQUARE WINDOWS TYPICAL CORNER CONSTRUCTION CIRCULAR WINDOWS OR MITER CORNERS e*n OR 1WWRIUN PAR000 RA PE 114557 PRODUCTRENEWED CA.N. 3528 a1 omplym8 with the Ploz68a Ooildirg Code F,' ■¢celdanoe No IP A { Data 2007 BY Germ Dada; �#b ,. 00 tc gg °g 0 2 8 1 bi 5 8 1 1 9 II' 8 � x a `D drawing no. W02 -55 (Shoot 6 of 6 06/01/2011 12:28 3058648560 ELYSEE INVESTMENT MardrizvShore Ce ,itr LLC 210 71St Street, Suite 309, Miami Beach, Florida 33141 Office: (305) 864-8885; Fascimile: (305) 864 -8560 PAGE 01 June 2, 2011 To: The City of Miami Shores — Permit Department Fax: 305.756.8972 RE:Work authorization to Active Builders Dear Madam/Sir, Please be advised that Active Builders have been hired by Miami Shores Center LLC to replace 9 windows located in 9822 -30 NE 2nd Avenue Miami Shores, FL 33138. Should you have any questions please do not hesitate to contact us. riECy t !OW • • n ,f of Haim. Yehezkei ami Shores Center LLC w°ww.sunbiz.org - Department of State 5 Page 1 of 2 Home Contact Us E- Filing Services Document Searches Forms Help Previous on List No Events Next on List Retum To List No Name History Entity Name Search Detail by Entity Name Florida Limited Liability Company MIAMI SHORES CENTER,'LLC Filing Information Document Number L02000000072 FEI/EIN Number 020533246 Date Filed 12/26/2001 State FL Status ACTIVE Principal Address 210 - 71ST STREET SUITE 309 MIAMI BEACH FL 33141 Changed 04 /03/2009 Mailing Address 210 - 71ST STREET SUITE 309 MIAMI BEACH FL 33141 Changed 04 /03/2009 Registered Agent Name & Address PIOTRKOWSKI, JOEL S ESQ 317 71ST STREET MIAMI BEACH FL 33141 US Name Changed: 01/04/2011 Address Changed: 01/04/2011 Manager /Member Detail Name & Addr GRM NEW MONACO MANAGEMENT, INC. 210 - 71ST STREET, SUITE 309 MIAMI BEACH FL 33141 Title M MUSSAFFI, ROY 210 71ST STREET, SUITE 309 MIAMI BEACH FL 33141 Annual Reports http: / /sunbiz.org/scripts /cordet.exe ?action= DETFIL &inq_doc number=L02000000072 &inq... 6/1/2011 www.sunbiz.org - Department of State 2009 02/19/2009 2010 01/08/2010 2011 01/04/2011 Document Images 01/04/2011 — ANNUAL REPORT 01/08/2010 -- ANNUAL REPORT 02/19/2009 -- ANNUAL REPORT 01/25/2008 -- ANNUAL REPORT 02/02/2007 — ANNUAL REPORT -- ANNUAL REPORT — ANNUAL REPORT 03/09/2004 — ANNUAL REPORT „ ,. iie timage DF \fa m F 04/25/2003 — ANNUAL REPORT 04/02/2002 -- ANNUAL REPORT 04/25/2001 — ANNUAL REPORT 12/05/2000 -- REINSTATEMENT 07/10/1998 -- ANNUAL REPORT 05/02/1997 — ANNUAL REPORT 04/30/1996 — ANNUAL REPORT 05/01/1995 — ANNUAL REPORT -Fitt PQF•I Note: This is not official record. See documents if question or conflict. Page 2of2 a� Previous on List Next on List Events No Name History Return To List Entity Name Search I Home I Contact us 1 Document Searches 1 E- Filing Services I Forms 1 Helo I Coovright© and Privacy Pollcies State of Florida, Department of State http: / /sunbiz.org/ scripts /cordet.exe ?action= DETFIL &inq_doc_number=P94000003 956 &inq... 6/1/2011 A,vw.sunbiz.org - Department of State Page 1 of 2 'L s Home Contact Us E- Filing Services Document Searches Forms Help Previous on List Next on List Retum To List Events No Name History Detail by Entity Name Florida Profit Corporation NEW MONACO MANAGEMENT INC. Filing Information Document Number P94000003956 FEUEIN Number 650469384 Date Filed 01/18/1994 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 12/05/2000 Event Effective Date NONE Principal Address 210 71ST STREET #309 MIAMI BEACH FL 33141 Changed 12/05/2000 Mailing Address 210 71ST STREET #309 MIAMI BEACH FL 33141 Changed 12/05/2000 Registered Agent Name & Address PIOTRKOWSKI, JOEL S 317 -71 STREET MIAMI BEACH FL 33141 US Name Changed: 04 /02/2002 Address Changed: 04 /02/2002 Officer /Director Detail Name & ddr Title P YEHEZKEL, HAIM 210 71ST STREET, STE. 309 MIAMI BEACH F; 33141 nn.: _po Report Year Filed Date Entity Name Search http: // sunbiz. org / scripts /cordet.exe ?action = DETFIL &inq_doc_number= P94000003 956 &inq... 6/1/2011 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item lit Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3206 - 013.2240 Property: 9830 NE 2 AVE Mailing MIAMI SHORES CENTER Address: LLC Living Units: 210 71 STREET #309 MIAMI Adj Sq Footage: BEACH FL Lot Size: 33141- Property Information: Primary Zone: 6100 RESTRICTED COMMERCIAL CLUC: 0011 RETAIL OUTLET Beds/Baths: 0/6 Floors: 2 Living Units: 0 Adj Sq Footage: 16,735 Lot Size: 13,459 SQ FT Year Built: 1947 $0/$476,950 MIAMI SHORES SEC 1 City:__ AMD PB 10 -70 LOT 2 & $0/$544,245 E57FT OF LOTS 3 & 4 & Legal N4.92FT OF E57FT OF Description: LOT 5 & S19.71 FT OF E49.67FT OF LOT 5 BLK 17 LOT SIZE 13459 SQ FT Assessment Information: Year: 2010 2009 Land Value: $269,180 $336,475 Building Value: $207,770 $207,770 Market Value: $476,950 $544,245 Assessed Value: $476,950 $544,245 Taxable Value Information: Year: 2010 2009 '.1,244,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Other disqualified Value: Value: Regional: $0/$476,950 $0/$544,245 County: $0/$476,950 $0/$544,245 City:__ $0/$476,950 $0/$544,245 School Board: $0/$476,950$0/$544,245 Sale Information: 12321 ( /2002 '.1,244,000 Sale 0 /R: 0241 -3676 Sales Qualification Other disqualified Descri tion: View Additional bales Additional Information: `Click here to see more information for this oranerty. Page 1 of 2 ACTIVE TQIi. SELECT' Aerial Photography - 2009 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 120ft Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway j Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/1/2011 i • Employer Detail Page Page 1 of 1 Employer Detail Page This Database was Last Updated: 1/31/2011 10:26:58 PM Return to Query Page No Coverage History Exemption Listings Click Exemption Holder's Name for Details. Name RODRIGO BERNSTEIN No Owner Election of Coverage Listings Employer Name History Employer Name Employer Information Employer Name ACTIVE BUILDERS INC Employer Type CORPORATION NA1CS Code No Coverage History Exemption Listings Click Exemption Holder's Name for Details. Name RODRIGO BERNSTEIN No Owner Election of Coverage Listings Employer Name History Employer Name Name Type Change Date ACTIVE BUILDERS INC al Current Return to Query Page KT to-, . nnn //9 _ ___ __1 •,c, ..:r.+ l„,...,,.r,o.. ��„9FmnTTI— M(l04 /1I�n> 1 ' Exemption Detail Page Page 1 of 1 Exemption Detail Page This Database was Last Updated: 1/31/2011 10:26:58 PM Return to Employer Detail Pa e Exemption Details Name Title Effective Date *Temination Date Exemption Type * *Business Activities Employer Name RODRIGO BERNSTEIN PR Dec 8 2010 Dec 7 2012 Constnu tion Click Here to View Activities Listed on Exemption ACTIVE BUILDERS INC RODRIGO BERNSTEIN PR Dec 8 2008 Dec 8 2010 Construction Click Here to View Activities Listed on Exemption ACTIVE BUILDERS INC * Termination may be through the revocation of the exemption, or expiration of the exemption. * *The exemption only applies to the business activities listed on the exemption. Return to Query Page • _.�_� _�n>;�TT1— Ant_ SAS OF FLORIDA DBPAR: BUSINESS NT OF BUS. AND PROFESSIONAL REGULATION CON CTION INDUSTF .LICENSING BOARD (850) 487 -1395 RTH MONROE MEET SEE `$: 32399 -0783 BERNSTEIN 5* P4GO sztortvz C T247 NE. 7 ia.. MIAMI .1.r•, ',. FL 33162 -1315 Fluid Our prafesaionfii boxers to bar restaurants, and they key F a +s Every day we work to improve the way we do business in order to serve you better. For information about our services, please log: onto www.myttofittalicanse.00nt There you can find more information about our #visions and the relations that impact you, subscribe to department newsletters and learn re above the Department`s iniiiatives. Our mission-at the Department Is: License Efficiently, Regulate Fairly.. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratutaans on your new license! DETACH HERE DO NOT FORWARD ACTIVE BUILDERS INC RODRIGO BERNSTEIN PRES 1367 NE 179 ST NORTH MIAMI BEACH FL 33162 ill %a.,, ,5„ ,,,i %8►► 1 111110..1141111 tr)1 1 IUytr1 J 111.1111 C4111..•• JJ L VLLJJ ACO VTI 1.14J 1 LV 1 1 1T . T1 11 1 11 L. 1 .11111111 11.1 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 4/05/2011 PRODUCER AUBREY ROGERS AGENCY, INC. 2400 N.W. 6TH STREET GAINESVILLE, FL 32609 Phone 352- 373 -2003 Fax 352 - 376 -2235 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED ACTRIVE BUILDERS INC 1387 NE 179TH STREET NORTH MIAMI BEACH, FL 33139 INSURERABANKERS INSURANCE COMPANY INSURER 8: INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADO O TYPE OF INSURANCE POLICY NUMBER DATE IYM DIYVYYI POLICY TE IMMIDPIYY LIMITS A amiuu. uABILrrY COMMERCIAL GENERAL LIABILITY 09- 047000176 -3-00 4/01/2011 4/01/2012 EACH OCCURRENCE $ 1,000,000 $ 1 00,000 © DAMAGE TO RENTED PREMISES (E9 a*Cur dnee) IIIII CLANAS MADE PI OCCUR MED EXP (My one pennon) $ 5 000 lli PERSONAL B ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE UNIT APPLIES PER: POLICY n n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY AUTO OW OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON- OWNEDAUTOS COMBINED SINGLE LIMIT accident) s IIANY BODILY INJURY SPA ) $ BODILY INJURY (Per e $ ■ ■)AMAGE (Per acciden $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT 5 OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR 1 I CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPR1ETORePARTNEFVEXECIAVE ri EXCEXCLUDED? (Mandatoly in AM) denote S below SPECIAL I ST I I ER 1 ELL EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDEO BY ENDORSEMENT 1 SPECIAI. PROVISIONS CERTIFICATE HOLDER CANCELLA Miami Shores Village 10050 NE 2nd Ave Miami Shores, Fl. 33138 ACORD 25 (2009101) SHOULD ANY OF THE ABOVEDESCRIBEDPOLICI ESBECANCELLEDBEFORETHEEXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAII. 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL OSE NO OBLIGATION OR LIABILITY OF ANY KINK? UPON THE ENSURER ITS AGENTS OR REP TVE$. l SENTATIVE 511888 -2009 ACORD CORD, The ACORD name and logo are registered marks of ACORD ION. All rights reserved. THIS I NOT DO NOT PAY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 HEAL +6 66769_6 STATE 4: 6 7 NE' 179 sT 3162 NORTH MIAMI BEAC IVE BUILDERS INC TV BUILDING WORKER/5 TRACT iR 1 211 601 *00 SEE OTHER SIDE DO NOT FORWARD ACTIVE BUILDERS INC RODRIGO BERNSTEI 1 PRES 1387 NE 179 ST NORTH MIAMI BEACH FL 33162 II Ali 11,1