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940 NE 95 St (7)PERMIT APPLICATION , FOR MIAMI SHORES VILLAGE Date 0 . q Job Address qy0 ^ l r c P S / • Tax Folio Legal Description Historically Designated: Yes v No Owner/Lessee / Tenant V a- 4 //2 e u Master Permit # 4 7 1 0S - 5 Owner's Address 1 L[ O Y- F. 7 f 5 7L- ,k e .e t Phone 7-J - / 3 2-- Contracting Co. 0 (A/ e- V' /Add Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING / ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ? eji) l EL C /8 W L cL o t,U " Square Ft. Estimated Cost (value) 4 000! WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IlVIPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. -,)LAT ( 4,6 Signature of owner and/or •ndo President Date Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON C.C.F. /r s Notary as to Contractor or Owner- Builder Date My Commission Expires: NOTARY BOND v,14-6 TOTAL DUE APPROVED: )Z) Zonin g Building ` Electrical Mechanical Plumbing Engineering MIAMI SHORES VILLAGE HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS please type or print clearly NAME OF PROPERTY (if applicable) : /"l. to S v tt, V `Q ADDRESS OF PROPERTY: NAME(S) OF APPLICANT(S): (NOTE: IF THE APPLICANT IS A PERSON OTHER THAN TEE OWNER(S) . EVIDENCE OF THAT PERSON'S AUTHORITY AS AGENT MUST BE ATTACHED TO THE APPLICATION.) f9 /41 TELEPHONE OF APPLICANT(S): (305) 7J 4 -S 7S7 (305) 71 - "f 3 L ADDRESS OF APPLICANT(S): (if different than address of property) PRESENT USE OF PROPERTY: CLASSIFICATION OF WORK FOR WHICH CERTIFICATE IS DESIRED: (circle the letter next to the appropriate classification) / � IAA 1P v- X1 0 N E 1 S MAINTENANCE OR REPAIR: The act or process of applying measures to sustain the existing form integrity and material of a building or structure and the existing form or vegetative over of a site. It may include initial stabilization work. where necessary. as well as on -going maintenance and repair. Samples of material must be submitted with the Application. B. RESTORATION: The process of accurately recovering the form and details of a property and its setting as it appeared at a particular period of time by means of the removal of later work or by the replacement of missing earlier work. All appli�tions for restoration shall include site plans (if required by the Building Permit). a statement with bibliography historically justifying the work, and any additional photos or infbrnation to support the proposed work. C. REHABILITATION: The process of returning a property to a state of utility through repair or alteration which makes prtssible an efficient contemporary use while preserving those portions or features of the property which are significant to its historical. architectural and cultural values. All applications for rehabilitation shall include: site plans (if required by Building Permit). and any other supplementary information, such as drawings. that will support the proposed project. D. DE.$IOLJTION: The process of destroying or tearing down a building or structure or a part thereof. or the process of removing or destroying an archeological site or a part thereof. The applicant shall include a report explaining why the proposed action should occur. If this action is to occur for reasons of financial hardship. all pertinent financial data should be included pertaining to the cost of preservation. demolition and new construction. Any other material pertinent to the application is also en vvuaged as supplementary information. E. NEW CONSTRUCTION: The process of constructing a building or structure that has never existed at that location. Applications shall include : a site plan. elevations. floor plan and/or landscape plan. FORM : MSH ?B.COA (adopted 4'95) DESCRIPTION OF THE PROPOSED PROJECT (Explain what changes will be made and how they will be accomplished - use continuation sheet if necessary - all applications shall be accompanied by at least one 3" x 5" photograph of the property): c � � Re l�.c �xc s CA. wI_ d ot,✓$ w New 4 (c c tA4 c w t.,c_ wk. ,A/ c ■,,, IX / S 0 S Q mot. I (WE) CERTIFY TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF THAT ALL INFORMATION IN THIS APPLICATION AND ITS ATTACHMENTS IS TRUE AND CORRECT SIGNATURE OF APPLICANT(S): SIGNATURE OF OWNER(S): 3. DENIED SIGNATURE OF CHAIRMAN: CERTIFICATION FOR BOARD USE ONLY APPLICATION DATE (date application received by Secretary of the Board): DECISION OF THE BOARD (circle the appropriate number): 1. APPROVED 2. APPROVED WITH CONDITIONS (set forth conditions below): DATE: il/2 -7F6 DATE: DATE: DATE: / / 7CO DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Mean Roof Height (ft) - C - Kz POSITIVE p Zone 4 & 5 NEGATIVE P Int. Zone (4) NEGATIVE P End Zone (5) 28.0 0.957 52.9 -56.1 -71.2 KNEZEVICH & ASSOCIATES, INC. CLIENT ENGINEERS AND PRODUCT TESTING L.P. INDUSTRIES, INC. 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 STRUCTURE FRANK HEGEDUS 09- Oct -96 940 N.E. 95TH STREET C:\ CLIENTS \DESIGN \LOADS \LOADCALC.W01 ASCE 7 -88 DESIGN WIND LOADS MIAMI SHORES, FL COMPONENTS & CLADDING VERTICAL SURFACES q= (0.00256) * (Kz) * i(l * v) ^ 2 1 p (psf) = q((GCp)- (GCpi)) Importance Factor (I) = 1.05 Velocity (V) = 110 m.p.h. Eave Height = 22.00 feet Peak of Roof Height = 34.00 feet Mean Roof Height = 28.00 feet Smallest Side of Building = 35.00 feet Min. Opening Ht. = 5.00 feet Use max Toads below for all openings Tributary Area = 13.75 sq.ft. ( < =10 sq.ft provides max loads) Rise /12" of Run = 6.00 inches Rf Slope = 31.30 degrees ( <= 10 reduces load) GCpi = 0.25 Internal Pressure (.25, .75 or 0) Pos GCp 4,5 = 1.37 Neg GCp (4) = -1.47 Neg GCp (5) = -1.93 BUILDINGS LESS THAN OR EQUAL TO 60 FEET 1. Wind loads are determined in accordance with the 1994 South Florida Building Code and ASCE 7 -88. 2. r d 'dad calculations are based upon. rr.cT^ r ^ ^f ".4Ight as noted Contractor shall verify mAan roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. Positive (psf) : Negative - Interior (psf) : Negative -End (psf) : 52.9 -56.1 -71.2 4. This document shall be used for determination of wind loads only. Component installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5. End zones for this installation are those areas within 3.5 feet of the exterior corners of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance.) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code •Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1031.03 Expires:10 /31/98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 09 /21/95 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER_BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 • FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305)372.6339 Raul RodYiguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s w anger, Director Building Code Compliance Dept Metropolitan Dade County • Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 1. DESCRIPTION OF UNIT - APPROVED EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SEP 2 1 1995 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 4000 Aluminum Single Hung Window 1.3 Overall Size: 4' -5 1/8" wide by 6' -4" high x 2" deep 1.4 Configuration; O/X 1.5 No. & Size of Vents: One, 50 3/16" by 38 1/8" high; one fixed light frame glazed at the top with a clear opening of 49 1/2" wide by 34 5/8" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing: 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 Glazing Method: Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3' Daylight Opening; 2.3 Frame Construction: 2.3.1 Head: Extruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" intermediate glazing flange. 2.3.2 Jamb: Extruded aluminum solid, 1.357" face x 2" deep x 0.050" wall thickness, 0.469" intermediate glazing flange and two screw splines. 2.3.3 Sill: Extruded aluminum "Z" shape solid, .556" face x 2" deep x 0.050" wall thickness, 1.375" interior sill flange with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2.3.4 Corner Construction: Corners are butt joined. All frame corners are secured with 2- #10 x 3/4" PH SMS. 2.4 Sash (Vent) Construction: 2.4.1 J-Iead: Extruded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, with one screw spline. 2.4.2 Jamb: Extruded U -type channel - 1.094" face x 0.926" deep x 0.050" wall thickness, with one .469" flange and two grooves for weatherstrips. 2.4.3 Sill: Extruded U -type channel, 1.746" face x 0.926" deep x 0.060" wall thickness, with one .469" flange, a groove for weatherstrip and one screw spline. 2.4.4 Meeting Rails: Extruded hollow, 1 .489" face x 1.821" deep x 0.062" wall thickness, with one .469" flange with two screw splines on the fixed and one screw spline on the operable. ,411 Ma ' el Perez, P.E. Plans Product Control Division aminer II Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 Description Pile with integral plastic fin Pile Vinyl bulb Vinyl bulb with a flap Description Spring and pulley balances Metallic cam lock -2a- APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS with 1- #10 2.4.E Corner Construction: Corners are butt joined. Top vent corners are secured x 1 1/2" PH SMS. Bottom vent corners are secured with 1 - #8 x 3/4" PH SMS. 2.5 Weatherstripping: Quantity Single Double Single Single 2.6 Hardware: Quantity Two Two 2.7 Weepholes: Quantity Two 2.8 Allintiuf None 2.9 Reinforcement: None 2.10 Sealants & Pads: Frame head and sill sealed with clear colored sealant. One 1" by 1 1/2" open cell foam pad at bottom of each jamb rail or vent. 2.11 Additional Description: Flange type frame. Unit tested with 1 11/16" high overall interior sill flange. Location Fixed meeting rail Vent jamb rails Vent sill. Vent bottom rail. Location One per frame jamb At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. Description Location 1 5/8" weep notch at each end of sill screen retainer 3. LIMITATIONS: 3.1 This approval applies to single unit applications only, as shown in Section 10, TYPICAL ELEVATION. 3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED. Ma I Perez, P.E. Plan ; Examiner II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 94- 1031,03 APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Screws and Method of Attachment: SILL #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. HEADER : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. JAMBS : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 16" o.c. apart. Note: Please see note #11. Page 3 4.2 Attachment of sub -bucks shall be designed by the Architect or Engineer of Record, and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. -2b- MaAuel- Perez, P.E. PI xaminer II Product Control Division TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.15 CFM/FT Per PA 202 -94 0.26 CFM/FT WATER RESISTANCE (PSF) ASTM E547/E331 Per PA 202 -94 8.30 PSF +55.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +92.7 PSF +61.8 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -92.7 PSF -61.8 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 FTL -1139 Design Pressure Rating (Positive) +55.33 PSF Design Pressure Rating (Negative) -61.80 PSF Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 7. TESTS PERFORMED: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: APPROVED : S 2 1 1995 EXPIRES : October 31. 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. Along with an installation diagram of an aluminum window prepared by Fenestration Testing Laboratory, Inc. report No. FTL -1139 dated March 27, 1995 (Re- issued 5- 18 -95) signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 4000, Sheet 1 of 1. 8.3 Calculations 8.3.1 Comparative analysis prepared, signed, sealed, and dated 6 -2 -95 by Farrokh Rasekhy, P.E. for Vinyl Tech/P.G.T. Products. -2c- M el Perez, P.E. Plan Product Control Division xaminer 1I progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 200 00 180.00 160.00 14000 120.00 Z. 1 00.00 80.00 Vinyl Teeh/P.C.T. 6000 40.00 20.00 000 9. COMPARATIVE ANALYSIS Farokh Ra e:ch.. .-_ Slfu V6 t"^ ti2920'20 SW -1 Av Miami. F,i_3331136 19 125 26 500 Solid Lines arc Negative Design Pressorc Water Line is from Positive Prc cure NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3 SH - 1000 3' 000 40 000 `c' Width in Inches -2d- APPROVED 41 000 Ma . -1 Perez, P.E. P SF-2 1 1995 EXPIRES : October 31. 1998 48.000 37.125 Product Control Division Mir; H.D. M.R.) Referenced text dm and oompanive analysis was revic.ed. tppn7vcd, and mdfed by • Florid registered engineer that sips It seals chorea. Al' admissions are per Dd. County formulas and specifications. Weir - x.26.000 —+�78 -775 --0-- 50.625 --x- 67.000 —O-76.000 Llnh Note: Positive Design Pressure MUST NOT exceed water fine. Engineering ApplInblr ONLY to Vinyl TedVP.O.T.Products. Ref. FTL 0 1139 Examiner 11 V Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 10. TYPICAL ELEVATION APPROVED : $EP 2 1 1995 -2e- EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Mai I Perez, F.E. PI Product Control Division xaminer II Sykes Ace Hardware Phone 305- 754 -2556 Fax 305- 757 -2329 36" wide Single hung colonial window Scale 1 " =1' -0" k 48" high 284 NORTHEAST 79TH STREET MIAMI FL 33138 USA ive c n la T NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11 The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 93- 103 APPROVED : SP 1 19y5 EXPIRES : October 3l. 1998 Man - I Perez, P.E. Plans .4 aminer I I Product Control Division • Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: STATE OF FLORIDA COUNTY OF DADE. SS. Permit No. 02f 7v 7 Date Disapproved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date DECEMBER 22, 1989 19 754 -5757 Owner's Name and Address FRANK HEGEDf)S -- 940 N E_ 95 ST_ MTAMI SHORES,NoFT,ORTT)D Street Block Subdivision Street and Number where work is to be done 940 N,E _ 95 ST, MT MP SHORES, FLOP TT) State work to be done and purpose of building (by floors), state exterior colors (submit samples) REPLACING 3 WOOD DOORS WITH 3 ALUM. DOORS IN EXISTING OPENINGS. NO STRUCTURAL CHANGES and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1295.00 Amount of Permit S �� S O Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an empl1 of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the 1 ovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed . 111! i • — L t or cause to be posted for inspection i on the site of the work such public notice or notices as are required by the Act. The agr e; rr su.con r a° . rs, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned autijpeity, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared 7 C,l SECURITY WINDOWS. -8990 SEYMOUR GOTHELF and who. being by me first duly sworn, upon oath deposes and says that he is the C e.)Q-A4 of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. (Signed) Building Inspector 1/ ,9�Of e7 ea/ Read, Sworn nd Subscribed before me. Note r Palk. State"6f 1l.£58a NOTARY PUBLI STATE OF FLORIDA t• My Commis MNISSION EXP JULY 25,1991 P iEl GENERAL INS, LINO,_ PLANNING BOARD DATE 5100 N.W. 72 AVE. MIAMI, FLORIDA33166 to me well known. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anchor workmanship. RESIDENTIAL DOOR Z BAR BUCK SIZE Z -BAR F Door Size Chart Width Height OVERALL SIZE Nominal Door Size 2'6" 2'8" 3'0" 6'8" DOOR SIZE t 1 Z -Bar Buck Size 30" 32" 36" 80" Overall Frame Size 31 33 37 80" _I OVERALL SIZE )4 Ideal Buck Opening 301" 32 36 801/4" ATRIUM DOOR Door Size Chart Width Height OVERALL SIZE 1-3/4 " 4" FRAME t Nominal Door Size 6'0" Dbl 2'8" 5'0" 6'8" Overall Frame Size 72" 64" 60" 80" Ideal Buck Opening 72 641/4" 601/4" 801/4" Also Available as Multiple Units vim _ SECTION THRU JAMB STILE WITH SINGLE HUNG WINDOW SECTION THRU JAMB STILE WITH FIXED GLASS WINDOW ARCHITECTURALLY PLEASING LEVER HANDLE LOCK IN BRASS TONE OR CHROME • HEAVY DEADBOLT WITH 1" THROW • GUARDED CYLINDER • PROTECTED BRASS PIN TUMBLER CYLINDER • HARDWARE SUBJECT TO CHANGE WITHOUT NOTICE. HANDLING S WIN LEFT I HINGE RIGHT SSWING-OUT 1 1 SWING -OUT AS VIEWED FROM EXTERIOR SECTION THRU JAMB STILE WITH JALOUSIE WINDOW (Glass, Aluminum or Redwood Louvers) SECTION THRU MEETING STILES (At Atrium Doors) ci c. ASSEMBLY DIAGRAM: M A IN OFFIC : 00 N. L. 72 •A EN L J \ G=,1_All000IIVURR W0 ROWS 81 BOONS DIVISION OF SE -CEO INDUSTRIES r. r l RD-1 FULL SINGLE HUNG 2/2 RD-8 1/2 GLASS RD-15 MICHAEL Engineered for Residential or Institutional use for e e MATERIALS: Tubular door rim and door frame shall be extruded from alloy 6063T5 having a minimum tensil strength of 22,000 P.S.I. Stiles, head and sill will have a nominal wall thickness of .066 - .095. Gussets will have a nominal web and screw pad thickness of .125. CONSTRUCTION: Stiles, head, and sill shall consist of one piece tubular extruded aluminum section. Rails and stiles shall be accurately miter cut to a 45 degree angle and assembled with tight fitting die pierced comer gussets, securely fasten- ed with screws, double locked inside and outside of each comer. All screws power driven to prevent loosening or backing out under normal door operations. PANEL INSERT: The panel insert shall be a 3 -ply. All plys bonded together with a semi- thermo- setting synthetic rubber adhesive finished thickness of panel shall be a nominal.1 -5/8 ". The panel shall be securely held into door rim by means of a double lip extruded as an integral part of the door rim. Panel insert facings shall be finished in embossed stucco, in mill finish, clear anodized 201 -R1 or painted E.S.P. bronze or white. FULL JALOUSIE INSERTS: Jalousie inserts shall be extruded from aluminum alloy 6063T5. Jalousie clips shall be one -piece construction of 5052 - 11.16, tempered aluminum. Aluminum rivets shall be 3/16" shoulder type. Screening to be fiberglass *Available with Glass, Aluminum or Redwood Louvers RD -2 3/4 SINGLE HUNG 2/2 iii RD-9 HEIDI 1/2 FRENCH RD-17 JENNIFER SIPIECOFIICATOONS RD-3 1/2 SINGLE HUNG 1/1 RD-10 HEIDI 1/2 FRENCH /MOULDING RD -18 JENNIFER /MOULDING 16 x 18 mesh. Operators shall be positive gear type and pre- lubricated. Jalousie inserts will be finished in mill finish, clear anodized 201.81 or painted E.S.P. bronze or white. FULL AND HALF SINGLE HUNG INSERTS: Single hung windows shall be extrud- ed from aluminum allow 6063T5, residential type and concealed balances, a positive vent lock, aluminum half screen (16 x 18 mesh) and glazed with 1/8" double strength clear tempered ss. Single hung inserts shall be finished in clear anodized 201-81 or painted E.S.P. . bronze or white. HARDWARE: Doors shall be prehung with 1-1/2" pair 3" x 3" hinges with bronze oilite bushings. Lever handle door lock with built in deadbolt and extemal key lock. WEATHERSTRIPPING: "Z" bar door frame and threshold (when purchased with the unit) shall be fully weatherstripped with an elastomeric vinyl to provide a com- plete perimeter weather protection. FINISH: (Other than inserts & vision lites). Standard door rim and frame shall be clear anodizes 201 -R1 or painted E.S.P. bronze or white. Security Aluminum Windows 8 Doors reserves the right to change or alter specifications as required. • Heavy Duty - Maintenance Free Performance! RD -4 1/2 SINGLE HUNG COLONIAL 3/3 RD -11 FULL GLASS RD -19 TIFFANY RD-5 3/4 E HUNG COLONIAL 61. RD -6 FULL SINGLE HUNG COLONIAL 9/6 AD -21 RD ATRIUM RD -7 FRENCH COLONIAL RD42 FULL PANEL *RD -20 JALOUSIE S.L. AD -21 RD ATRIUM AD -24 RD SINGLE W /SIDE LIGHT • SIDE LIGHT S.L. AD -22 RD TRIPLE ATRIUM AD -25 RD S.L. SINGLE W12 -SIDE LIGHTS AD -23 RD • • QUAD ATRIUM AD -26 RD S.L. S.L. ATRIUM W/2 SIDE LIGHTS SIM ALUMINUM WINDOWS & DOORS DIVISION OF SE -GO INDUSTRIE S P fp_ C- �,144i 06 c, ; � /// 37`x& PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 7 r/ g5-Job / Date dd ? Address ,f 9 ,//,[� 2 Tax Folio Legal Description )9/ C C ‘ z197L Owner / Lessee / Tenant �- dt �T ! �! L �� / �G (r�bU�Master Owner's Address Square Ft ./lieN ' ‘dr TOT4I &'4B/4/e Estimated Cost(value) '4 / / ( 7 . 2 c c /Z / Phone Permit # 3747 Contracting Co. LAS /1q U/1/C6 Address 4,7V N ? L7 i? t41#9f/ f-L. Qualifier LLIS' c/4U/U(. Phone 75-V- k d State #C ,,C O4' 7'O Municipal # Competency # //� � Ins .Co. / c &a ii "7 4m 16., Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one):(PILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION )5/E.CT ,% xjo Ab A /1764Y to /oX/,Z 07` 14. /T7 i?ilW Oq,/ 7`#E ,Side Ak4 6X/0 »olt#fE,Z 7"0 ,C 44 fo,re i fed Ita(w Jam• ifekl,1 ;w kr t ied- 0, 00a 60 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I be done in compliance authorize the above- Signature of owner Date: -3/2_/ chrieecf d-ecarct Q /Crea4Z/Xvfa 1 rnu t%,0Wcad 55 , <C 1 14 / 76' Notary to Owner and /or Condo President My Co • ssion Expires: VERENA C. BAUMSTARK /`� / /t9 7 Notary Public, State of Florlda /c , l At-cr. t1y Commission Expires March 15, 1997 * * * Co'9nmissk No. CC*266722 * ** * FEES: PERMIT 51 RADON A20 C.C.F. APPROVED: Zoning certify that all the foregoing information is accurate and that all work will with all applicable laws regulating construction and zoning. Furthermore, I med contractor to do the work stated. �- (.euntlY O ®/9 4. 1 4 CV= o77cdal or Condo PresidePt l Signature of Contractor or Own Builder Fire Buildin Mechanical Plumbin * Date: Notary as to Contractor or Owner- Builder My Co i NOTARY TOTAL DUE sOther te . Electrical e ®G�r .ten C9. Engineering ,. A iG x T lillitiaRli MILLER State of Florida My Conan. Exp._ July 6, 1995 Comm. CC 117190• * ** 1/e4ektA5 �� �. 94a 3�1 o So'va-/ ,&'i ,i 2 . 4.1 fie dD®7, shit ean, / / k (s . S' vn 2f/ i b e ,A 5 .1 ja;vi shead coL /eau' 3 '( ok di,olef sto-7,1 7112 ga - bd/ ? wit' no? k a e ceilvet4 014 c671. 140 Cs rap lak 'r /Ieed Ir t/e/v y a is l ys . w iet (O s a/5 Wale( -t abed p /ksCE 7 .I .0.1.5e7 /aQds a� c jare -a s (reeCh/t9 , w<idows, (Up/ 44 7) fr,cicti2e /60014u-el; ia( orrc.c't coq aF gable E%tri41 cdrpereded as par plaie ur ld /e PI firs system ) 22 j n �jJ J /1 �/ ^ p ,, , Need erechc T �roVell oJ' 4 CJ/fd'L'S!� ck�®/ os444 Approved .54 rim s kca rs tP afesve ap - prd -ved 6v 0,,31.161c_ 1 r- L) 9E F‘e--19 9v cs- �S 4 7( 21 4.6 J�c, Ex Vii) ) 7F ■ Cep 1 L 71.1 Aknj LI ._ I' 0 1--1A-T2 t 5 ,g c,* 9w; I G tr..1 0 vz-r7 . z'2 M -A SIT- tJ -N'16 - t, lc 121 60 it- (- 7 4_ 1IOi w n-1- n7 is « TTh.) ►z ���.�� -� Remarks Disapproved (Signed) Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FO MI I Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ...l\ .. �..... it1lr�24,i.11.... L1• .J....l(1 1 tqi Subdivis►o - 0 UILDING PERMIT ° Date..._ 1.= I _ j No 6/4 ° . Streetl E Registered Architect and /or Engineer - ,.... ....:................a -. Name and address of licensed contrActor G 1 1 . . 4.!_r...(..q .. ....... . &Y.. 3 ' e L__ V 1�- 0 ( ' t Location and legal description of lot to built on: �' A G -� Lot I1 oc Street and Number where work is to be done State work to be done and purpose of building (by floors) - .......t -.t-._n . Cl t1 ..Lt—! ..-- (. C '4' , ,,,,1/ gyp- � fl vvL J ni.. _ .442 11..0. 1 e'� .S .and for no other purpose. New Building . Remodeling " Addition Repairs No. of Stories To be constructed of...�j, Kind of foundation Rotgpvering Estimated Total cost of improvements $ CIPO Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such su• •ntractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. P ._- (Signed) Member Member Member Notary Public, State of Florida PLANNING OARD _.._ DATE ate .._ Building Inspector My Commission Expires STATE OF FLORIDA, COUNTY OF DADE. j ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared —•- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. �, `? a, Permit No..__. �P Date /c,, dead, Sworn to and Subscribed before me. Council Approved Date Disapproved NOTE: A charge of $1.00 will he made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection cc faulty materials and /or workmanship. Date has been obtained from T V Flt -t. �Fi He e, te4 Aes el. c 3// Mr 6441 1Kal /2e,,y/ea> , 2 tJeed ,Cr^a 21e (4- /a led Grp- yleyte-2(S � f? c 4/l e Ri e /7/4 le cea1d be B� is s(fs/em.) 94/v IJ ai4a /ys's ter per ,S CE 7 - �f 4n61 a ppi- Ied .5/r n s kw +ers pryV€ l -ev- y / ss 1 l Tesf FRANK HEGEDUS KATHLEEN HEGEDUS 305 - 754 -5132 940 N.E. 95TH STREET MIAMI SHORES, FL 33138 PAY TO THE ORDER OF l� 4.0 • a. >. f 037-038 9190 Biscayne Boaiovard Miami Shores, Florida 33138 f2 FOR 1:06 700 398 51: L L8 2 L4635903119 r). S9 /oc.J ,4 pea L 40 `Da L 5A eat, p . z /5 {a ° Skn i 7 / 7 h 6,74 ,s7d J ip I v / — � KJ id C/"C a ! /eas g r uJ/t l5 di rnehS yt A-Avt egrh„ 1617 7 wvh7 i i e c Vet? 4011 C4 p r 44:«d l- oa,c1 - 5 - u a /oads 'v (re,9 /4 , ( vi i✓lou /s ��. ( u plW/ ?) `©o fc1u,d bra/1v 5 of fable eLCots i yl Cer rezfed as p 1 1 - /Neel. p,-rdu. -7 *revel / o a 1/ w vide Les Glktd Gi6or5 a fr o v e J o7 a, - 1182 99 / \)04 /Y7 DOLLARS EDGE IERNIEMEIN of - 4-0-:a ' ��� ���??1) . '`'•4� 83- 398/870 38 PLANNING BOARD AGENDA OF January 12, 1995 Name of Owner /Applicant Frank Hegedus Address of Property, and /or Legal Description Present Zoning R - 16.5 Council Action Required Council Action Yes c7 ammi cJ ort9 IillagG L O R 1 0 A ITEM NO. • Phone No. 940 N.E. 95th Street Nature of Request Approval of variance to allow the use of non - comforming building material. Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/Owningodiserge Masonry construction is required. Existing home is frame construction and is historically designated. Date of Applicant Notification Planning Board Action 19 �'io, vet) /--/ a - q,(' - " fl R �7 e0 3 754 -5757 Director of Building and Zoning December 14, 1994 Miami Shores Village Planning and Zoning Board 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Attn: Frank Lubien Director Dear Mr. Lubien: Please find attached, my application for a hardship variance, according to article 7, section 702, of the Miami Shores Code of Ordinances. In it, we believe we have met the requirements of this particular ordinance, having obtained last month a certificate of appropriateness from the historic preservation board. My wife and I, therefore request that the hardship variance be granted in order for us to enjoy our home, as all resident's of Miami Shores now do. Sincerely, lubien doc MIAMI BEACH ELECTRIC CO., INC. D!B'AALL ELECTRIC LICENSED CONTRACTOR STATE LICENSED #ER0006191 & EF0000083 DADE CC# 000013235 Frank Hegedus President 885 N.E. 79th Street • Miami, FL 33138 • 754 -5757 Service & Installation • Radio Dispatched The undersigned, Frank Hegedus, requests that a Hardship Variance be issued for the following reasons: 1) The property was built in 1932, and has been historically designated by the Miami Shores historical Preservation Board. 2) According to regulations issued by this board, any additions to historic structures must be done with the same materials as originally used. 3) This variance is requested for our family to have the enjoyment of a family room, a pool and to avoid having my wife run to the garage to do laundry. 4) The property is of sufficient size that the addition of a family room, a laundry room and a pool does not interfere with any set- back requirements nor does it conflict with any other rules or regulations of Miami Shores. 5) The Historic Preservation Board has issued a certificate of appropriateness for the addition of all items requested, however, we must use non - conforming - materials - -in order to meet the Historic Board's criteria. 6) Therefore, this request is made to use non - conforming materials in the construction of an addition to a residential home in order that we may enjoy this property to it's fullest, in fact, the same as any other property owner in Miami Shores. Thank you for your consideration. REQUEST FOR HARDSHIP VARIANCE RE: 940 N.E. 95th STREET A HISTORICALLY DESIGNATED STRUCTURE CSC, Ize 10t1lGf AzizetA P'11 FE rRoroyEt7 .4.pvi tl op1 Pue-chi 46:II,: So' FxIsT 4c4E-EHE rdiTI ect cf fRaf e4,1,, -4 II H4t.t. • Vel.-04e4 4. cipplz pouf IP -amp. silWe 12 01 4 0 fz FRAfrier TD rot/ ex. '1 4 beArl 1701.11144fbilr 11441E9 —frLacArE9 L. t2ooe. Ptkr Tele 4L,-444 gi I Ek. Corti TD FE410./6 • ' GCE pe 144 sit4K 1 1 ap..144, +it-Aq&a. t,..„ „... arlovf f4 i.—PATc1-1 -4442 PREPAZE ---- poolt.gtrace 1 :fp flatoe ro riAltif F-ieisni4 r , 4 e r wotz :1, FLoole ei.ev ' 7 / 11 / 11 _ 11 Tc),r1ATeA ex f == rL2 L,+1 4 1 /.4 11 =• 4 .. 2.0 1. 6 j1 Ravri FIV FL, r rlATc14 Fx1 *PAUL .047 F%415 gellaVe .409 geWCAre 6;4 4619 A vocit5 grAir- M.1? FINK rre.141 4cT, To r1dir4 KITeI-151-1/6g6414PASr r) 4)1 ci ge1c'y 44b igeLce-Are To 1.111i.rr1i goorl cor-lczE-Te re C. 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P ooRTI44 t .g 14 5/a' cr7x•P 11-leATH10 WlrH '04 P r ov1E VAC; aT hIEId k '7 SIDit4G 'rv plAraf E� hTINCT r' t A4 Pee . oI�IJEIL To HATCH e t. ..I - JCI Q•2 15oTTor1 mare 1 Id' FIJ2 PSE 6W"4o re r - 1A-rg4 GEAVE • geolFo►ece9 5re11 'JAL!. F-- M�T�cxtsTF�oTh EE : hlt:kl Fvatlr� a FA11JOp'T,o+� Pi NU I Il;t Ut L UMMtNLtMtN 1 PERMIT NO. TAX FOLIO NO. /! Y l 5 07 0/tg l STATE OF FLORIDA: COUNTY OF 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 description of property and street address: 910 /Ue 2, sr r14 +9 gl . ✓'w 2 '1 /- 7, 3/3 r - r. W . at . ._ . r.• 14 . •• / _• . T eC 5 $ it yj o NL ` of Si y off ft? ` A 'NJ?, 3.3 RC '/If Mie (, iZZ 1 PI/ 4 /)3 90 a d P l,• /1ec, 2. Description of improvement: ILEG7 /1,7 )(16 ,4DD /! / -' t.c/ /TH 4 X) Z. tit (L/T ,Zockii o-r/ 11/d/ S: f1-,i D 6 k /6 1)6g.W / T1 (kr.i-T7.= (t-o/ 7" dweL roi /7L ()/"Or,41' A. 4 1ir l rd ' 3. Owner(s) name and address: F4,9..o/ # c—ez 0_..(' ,4/e .} Jr 1 7/ V'/1`Li21117.-r 7 ,3/ • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: r90,ie 5. Sure y:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: Name and 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., Fiorida Statutes. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 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 date is specified) �k!N7Y oc,O/929c S-7-7 f ( 5 , F- Signature of Owner _ )) Hey Owners Name v �.v� k /T ey t eL d (,LS Sworn to and subscribed before me this 24day of Notary Public / -- Print Notary's Name /j 2 E/1j4 C •. Z '171-1(a .., My Commission Expiires:‘2/ ,/ qQ ? VEREPIA C. BAUMS1"ARK b ref--7;n? Notary Public, State of Florida My Commission Expires March 15, 199P Commission No. CC 266722 I STATE OF FLORIDA', COUNTY OF DADE I HEQEE9YCE +'. 7Y that M Is a fruo sops of tho via! . i k . n Ills ol16 , � . n . ...1' CWTNE . 19 9.17 ' A.0. )9 my h n'! tr.--1 Ofl' .-k1 .5o ?1. rP1 r� ✓ .c••If..od County Courts D C. 95R 131077 1995 APR 04 12:52 6.7K ,Vf .7%1 774/? P t 3.j fr • 1 Prepared by: LEv lr)9C/ /ef Address: (,31 4"// 7� l 33�3�