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EL-05-13410050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Address 745 Job Address (where the work is being done) City 1Vfiami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department a,400.00 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. E 1®S -1 Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) SI\ore2.5 , ' ( &2c FCjs Co d Phone # 3cS -7$9 -- ?o ( A City N.:1 O State (cam . cA. Zip ' 3( 38 Tenant/Lessee Name Phone # County Miami -Dade Zip '":"3\7 NO Contractor's Company Name tl\kacAsf cs eC ; L \ c■c Phone # 65 — — 7 ,SY- DOc :6 Contractor's Address 1oLz,Ct 0 1 - 3, - RC) -� City �c Ceca • State �(Crr �c C. Zip .- ? . 1 S C Qualifier ---. ;::Ar..... Vk 00 ck. State Certificate or Registration No. CC ( ((9 q Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New $ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ (O N4 Permit Fee $ /•-®' , ,e/vies CCF $ CO /CC * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Electrical Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2005 -134 Printed: 5/5/2005 Applicant: JOSE AYALA Owner: AYALA JOSE JOB ADDRESS: 725 NE 91 ST 1 -D Contractor MOODY ELECTRIC INC Local Phone: (305)758 - 2000 Parcel # 1132060440110 Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $2,400.00 Work: METER ROOM UP GRADE 200 AMP Signed: (INSPECTOR) Contractor's Address: 669 NW 90 ST Page 1 of 1 Legal Description: SHORES PLAZA EAST CONDO UNIT 1D - 1ST FLOOR UNDIV .01745% INT IN Fees: Description Amount FEE2005 -5494 Building Fee $150.00 FEE2005 -5495 Training and Education Fee $0.60 FEE2005 -5496 Technology Fee $3.00 FEE2005 -5498 CCF $1.80 FEE2005 -5499 Scanning Fee $3.00 Total Fees: $158.40 Total Fees: $158.40 Total Receipts: $0.00 cocs VT( o PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1. NOTICE TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED / ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY):❑ DEMOLITION ❑ RENOVATION ®' ROOANG(P Da%6 Only), IF DEMOLITION, WAS IT AN ORDERED DEMOUTION? ❑ YES ❑ NO T , IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Facility Name • ,AWN afi/ , 5i Address /300 N& City 4/n/' (�&zeJ Site Building Size Prior Use: - • -: - A . iv 4. Residence Small Business Present Use School/College/Universi Residence Small Business II. Facility Owner ' : . t Ve Address /3t City /4 ( ✓i°J �t , Sttate /� Zip 33 / ° / 111. Contractor's Name !4�► �1�� :t- a fit- J Address /558 1) 0 ' '- / I R a-o/ lt) cit . prva40 e4C4 state R- Z ip 33661 - ) Florida Licence No. Cee 0, �4 7 X1 - Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES 0 IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start:' I i � _ Finish: /4 — Demo/Renovation (mm/dd/yy) Start:03 V. Procedures to be Used (Check All That Apply): Strip and Removal Wet Method OTHER: ' MUST OBTAIN PRIOR DERM APPROVAL BEFORE USI G A DRY ETHOD VI. - Procedures for Unexpected RACM: , Ct VII. Asbestos Waste Transporter: NaT n g / 7� Glove Bag ' Dry Method • City. //24 4 state VIII. Waste Dispo Site: l Name ' Address � 0 � 1! «1 ✓��t� - ( City 44 State IX. Amount of RACM OF ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring a h Q (0 square feet asphalt roofing I certify that the above information is correct and that an individual trained in the provisions of this regul.`ion (40CFR Part 6 , Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person w JL. a available for inspection during normal business hours. Name of Owner / Operator / PRINT (Signature of Owner /Operat. (Da e) DERM USE ONLY Postmark/Date Received Florida Department of Environmental Protection Division of Air Resource Management F ASBESTOS RENOVATION OR DEMOLITION Bulldozer Explode State Fe Zip 3:3161 County D0905 Consultant Inspecting Site (_g5 uare Feet) # of Floors c2 Age in Years Process # Other Other Zip 33i Class zip ?T6 Phone 4 b ?- Phone ( •) 1 seg 800 ?-73 Z i o i e f -A ems. are . only reears . (,ie On repioal5 a86 s/F 6 f - 1;(4-Se arafv141 9A a WIENT DIVISI ®R9 This is to y that the required Regarding asbestos have been subm'rtted in Compliance with e ID# town Phone f2O5 ) 6 20112 9..- /4 / 9 /v? -. (Contact Phone #) Wrecking Ball Burn Down ti s MIAMI -DADE Dept. of Environmental Resources Mgmt. Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 Finish: C'31zGl2Qt 12 Date _ 14.0-44,4 7V2 ///tfrre'74/0--64;;Piet7//i1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights 201 Longhorn Road Ft. Worth, TX 76179 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. DESCRIPTION: CMDADE Skylight APPROVAL DOCUMENT: Drawing No. CMDADE, titled ` Birdview Skylights ", prepared by Birdview Skylights., sheet 1 of 1, dated 06/28/99, with no revision, signed and sealed by Scott Wolters, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT 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 the following statement "Miami -Dade County Product Control Approved or MDCPCA ", 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 and renews NOA # 02 0924.07 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. TAPPROVED� ©LOMB MAR 0 4 MO MIAMI DADE CO olox' " METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 372 -6339 www.miamidade.gov/buldinacode NOA No 08-0117.02 Expiration Date: January 7, 2013 Approval Date: February 21, 2008 Page 1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING 1. Drawing No. CMDADE, titled " Birdview Skylights ", prepared by Birdview Skylights., sheet 1 of 1, dated 06/28/99, with no revision, signed and sealed by Scott Wolters, P.E. 13. TEST 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation of the Birdview Skylights, prepared by Hurricane Test Laboratory, LLC, and Test Report No. T180 -0702 -07, dated 08/22/07, signed and sealed by Vinu J. Abraham, P E. C. CALCULATIONS 1. Anchor calculations prepared by Wolters Engineering, Inc. dated 12/18 /07, signed and sealed by Scott Wolters, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Test Compliance and no .financial interest statement issued by Hurricane Test Laboratory, LLC, dated 08/22/07, signed and sealed by Vinu J. Abraham, P.E. 2. Code compliance letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. 3. No financial interest letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0117.02 Expiration Date: January 7, 2013 Approval Date: February 21, 2008 3.250' T .150 1 1 50' 4' MINIMUM SEE I GENERAL NOTES / // / / ROOF DECK- 1.50' F --- -- .150 2.375' // / T .070 / / .320 .� Scale: Full 2.330 065 - -1.094 .613 6 1/2' .100— - .375- Scale: Full OUTSIDE CURB DIMENSION (0CD) 601!2 x981P M1AX .100 .125 .072 2.250 OUTER POLYCARBONATE DOME (GE LEXAN X1.10 OR SHEFFEILD MA . ...ON SL)16 THICK INNER POLY DOME (GE LEXAN 9034 OR SHEFFEILD MAMMON GP) .100' THICK .E. SILICONE ADHESIVE SEALS(SCS 1000) --- #10 X 1' HWHSD WITH NEOPRENE WASHER LOCATED 4' FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER 070' EXT. ALUMINUM ANGLF(6O6345) 10 Spaces ®10' On Center Max. 99' MAX CONTINUOUS 101-64 SANTOPRENE RUBBER GASKET CONDENSATE GUTTER #10X 3/8 STAINLESS STEEL HWHSMS LOCATED 4' FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER .072' EXT. ALUMINUM CURB FRAME (6063 -T5) #14 X 1' LAG SCREW (BY OTHERS) LOCATED 4' FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER (SEE LAYOUT BELOW) CURB AND ROOFING (BY OTHERS) 4' (typ) Each direction at each caner BIRL . IEW SKYLIGHTS THE CLEAR CHOICE 201LONGHORN RD. FT. WORTH TX. 76179 Ph. 817 -439 -9266 Fx. 817. 232.8468 DRAWING# CMDADE SHEET 1 OF 1 DRAWN BY: E. BIRD DATE: 6.28.99 SCALE: FULL and NOTED DESIGN PRESSURES Positive +60 of Negative -100 pd LARGE MISSILE IMPACT RESISTANT S0017 ViOL 61. PE# 62354 WOLTERS ENGINEERING (COA# 27194) 322 BUCHANAN 609 HOLLYWOOD, FL 3019 PH/FA%c(954) 921-58213 4 MM GE I. R MM pp SHINGL & B U R W I T HOU TINSULL.ATION FOR INSULATION AND TILES ADD THE INSULATION THICKNESS AND THE TILE HEIGHT TO4'. 2. WEEP HOLES ARE NOT REQUIRED 3. THE CURB (BY OTHERS) SHALL BE PROPERLY DESIGNED AND ANCHORED TO THE STRUCTURE AND / ON TRUSSES NOTE: All aluminum shall be 6063 T5 alloy fully mitered and heliaro welded at corners Fastener Layout Scale: N/A