The URL can be used to link to this page

Home My Public Portal AboutHISTORICAL SIGNIFICANCE DETERMINATION LETTERS - 5500 BANYAN DR - Historical Resources ev Cultural Arts 2327 SALZEDO STREET CORAL GABLES FLORIDA 33134 @) 305-460-5093 ® hist@coralgables.com August 31, 2023 5500 Banyan LLC 232 Andalusia Avenue, Suite 101 Coral Gables, FL 33134 Re: 5500 Banyan Drive, legally described as Lot 34, Block 55, Addition to Hammock Lake NO. 2, according to the Plat thereof, as recorded in Plat Book 55 at Page 23, of the Public Records of Miami-Dade County, Florida. Dear 5500 Banyan LLC, Section 8-107(G) of the Coral Gables Zoning Code states that “Ail demolition permits for non-designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure, or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of “eligibility.” Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the following: property appraisals; archeological assessments; and historic assessments.” Therefore, please be advised that after careful research and study of our records and the information you presented the following information has been determined: 5500 Banyan Drive, legally described as Lot 34, Block 55, Addition to Hammock Lake NO. 2, according to the Plat thereof, as recorded in Plat Book 55 at Page 23, of the Public Records of Miami-Dade County, Florida, does not meet the minimum eligibility criteria for designation as a local historic landmark. Therefore, the Historical Resources staff will not require review by the Historic Preservation Board if an application is made at this time for a demolition permit. Please note that, pursuant to Section 14-107.5(b)(15) of the Coral Gables Zoning Code, this determination does not constitute a development order and is valid for a period of eighteen (18) months. In the case where the Historic Preservation Officer or designee determines that the property does not meet the minimum eligibility criteria for designation, a permit for the demolition of the property must be issued within the eighteen-month period. Upon expiration of the eighteen-month period, you will be required to file a new application. Any change from the foregoing may be made upon a demonstration of a change in the material facts upon which this determination was made. If you have any further questions concerning this matter, please do not hesitate to contact this office. Sincerely, Anna Pernas Historic Preservation Officer cc: Drylan E. Torrez, 232 Andalusia Ave, Coral Gables, FL, 33134 Cesar Garcia-Pons, Vice Chair, Historic Preservation Board Cristina M. Suarez, City Attorney Stephanie Throckmorton, Deputy City Attorney Gustavo Ceballos, Assistant City Attorney Douglas Ramirez, Development Services Assistant Director Jennifer Garcia, City Planner Analyn Hernandez, P/T, Plans Coordinator Assistant Historical Significance Request Property File CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUEST Re-Issue OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number: 93-5106-004-0100 Property Address: _5500 BANYAN DRIVE, CORAL GABLES, FL 33156 Legal Description: _LOT 34, OF FIRST ADDITION TO HAMMOCK LAKE NO.2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, PAGE 23 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY OF FLORIDA. Original Date of Construction: _MULTIPLE (AS PER MIAMI DADE PROPERTY RECORDS) Original Architect(s): N/A OWNER INFORMATION: Owner: 5500 BANYAN LLC Mailing Address: 232 ANDALUSIA AVE. SUITE 101 CORAL GABLES, FL 33134 305-448-4200 Phone number(s): E-mail: CMOLINA@CMADSI.COM xs ~ CONTACT INFORMATION: ; ce Applicant Name: _DYRLAN E. TORREZ 3 = Mailing Address: _ 232 ANDALUSIA AVE CORAL GABLES, FL 33134 : (Please be sure to include City and Zip Code) ; = Phone number(s): 305-448-4200 = ° E-mail: DIORREZ@CMADSI.COM -Staff Use Only- EDEN SYSTEM PERMIT #: Determination: The property [_]does not meet []does meet the minimum eligibility criteria for designation as a local historic landmark at the present time. Note: The Historical Resources staff will require review by the Historic Preservation Board if the building to be demolished is considered eligible for local designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. “PLEAST NO ‘TE: Section 3-1107(@) of the Coral Gables Zoning Code states that “All demolition permits for non-designated buildings and/or structures must be approved by the I fistoric Preservation Officer or designee. ‘he approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. ‘The Historic Preservation Officer may require review by the Flistoric Preservation Board if the building and/or structure to be demolished is cligible for designation as a local historic landmark or as a contributing building, structure or property within an existing local historic landmark district. ‘This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of “cligibility.” Consideration by the Board may be deferred by mutual agreement by the property owner and the [Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. Il fees associated with the analysis shall be the responsibility of the applicant. ‘The types of reviews that could be conducted may HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT -HISTORIC PRESERVATION DIVISION-2327 SALZEDO STREET. CORAL GABLES, FLORIDA 33134 No\Porns \Fist-sig- Reg) list-sig- App.doc Page 2 of 2 Revised: 8/17/17 CMA Design Studio, Inc. ARCHITECTURE PLANNING — INTERIOR DESIGN June 29th, 2023 The City of Coral Gables Historical Resources Department 2327 Salzedo St. 2"! Floor Coral Gables, Florida 33134 Historic Significance Request Re: 5500 Banyan Drive Coral Gables, FL 33156 Folio No. 03-5 106-004-0100 To Whom It May Concern: We would like to know if the house located at address below is Historically Significant. 5500 Banyan Drive, Coral Gables, Florida 33156 (Lot 34, of First Addition to Hammock Lake No.2”) recorded in PB 55 page 23. Should you have any further questions or require any additional information, Please do not hesitate to contact us. Dyrlan E. Torrez 232 ANDALUSIA AVENUE SUITE 101. CORAL GABLES, FLORIDA 33134. T: 305.448.4200. F: 305.448.4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS SITE PICTURES LOK # 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, F] 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, F1 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, Fl 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, Fl 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS SITE PICTURES 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, Fl 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS SITE PICTURES ee 'e Saey 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, Fl 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 CMA Design Studio, Inc. ARCHITECTURE PLANNING INTERIORS aoe PICTURES . Y -_" >= \ Li aang 5500 Banyan Dr. Single Family Residence 5500 Banyan Drive Coral Gables, F1 33156 232 ANDALUSIA AVENUE~ SUITE 101 ~ CORAL GABLES ~ FLORIDA ~ 33134 TELEPHONE: (305) 448-4200 FACSIMILE: (305) 448-4215 Generated On: 08/31/2023 OFFICE OF THE PROPERTY APPRAISER Detailed Report Property Information Folio 03-5106-001-0070 Property Address 5500 BANYAN TRL CORAL GABLES, FL 33156-3478 Owner EUGENIO COSCULLUELA JR &W ZADY Mailing Address 5500 BANYAN TRAIL CORAL GABLES, FL 33156-3478 Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths /Half 5 / 5 / 1 Floors 2 Living Units 1 Actual Area 9,380 Sq.Ft Living Area 5,557 Sq.Ft Adjusted Area 7,139 Sq.Ft Lot Size 42,689 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2023 2022 2021 Land Value $2,604,029 $1,856,972 $1,419,409 Building Value $1,532,832 $1,551,250 $1,065,254 Extra Feature Value $23,638 $23,914 $23,961 Market Value $4,160,499 $3,432,136 $2,508,624 Assessed Value $2,305,130 $2,237,991 $2,138,541 Benefits Information Benefit Type 2023 2022 2021 Save Our Homes Cap Assessment Reduction $1,855,369 $1,194,145 $370,083 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Taxable Value Information Year 2023 2022 2021 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $2,255,130 $2,187,991 $2,088,541 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $2,280,130 $2,212,991 $2,113,541 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $2,255,130 $2,187,991 $2,088,541 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $2,255,130 $2,187,991 $2,088,541 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidad e.gov/info/disclaimer.asp 2022 Aerial Photography 200 ft Generated On: 08/31/2023 OFFICE OF THE PROPERTY APPRAISER Property Information Folio: 03-5106-001-0070 Property Address: 5500 BANYAN TRL Roll Year 2023 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL SFR 0100 Square Ft.42,689.00 $2,604,029 Building Information Building Number Sub Area Year Built Actual Sq.Ft.Living Sq.Ft.Adj Sq.Ft.Calc Value 1 2 2016 216 216 $144 $34,923 1 1 2005 9,164 5,341 $6,995 $1,497,909 Extra Features Description Year Built Units Calc Value Wall - CBS unreinforced 2006 400 $1,376 Patio - Wood Deck 2006 400 $2,408 Patio - Brick, Tile, Flagstone 2006 250 $2,310 Aluminum Modular Fence 2006 600 $17,544 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidad e.gov/info/disclaimer.asp Generated On: 08/31/2023 OFFICE OF THE PROPERTY APPRAISER Property Information Folio: 03-5106-001-0070 Property Address: 5500 BANYAN TRL Roll Year 2022 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL SFR 0100 Square Ft.42,689.00 $1,856,972 Building Information Building Number Sub Area Year Built Actual Sq.Ft.Living Sq.Ft.Adj Sq.Ft.Calc Value 1 2 2016 216 216 $144 $35,294 1 1 2005 9,164 5,341 $6,995 $1,515,956 Extra Features Description Year Built Units Calc Value Wall - CBS unreinforced 2006 400 $1,392 Patio - Wood Deck 2006 400 $2,436 Patio - Brick, Tile, Flagstone 2006 250 $2,338 Aluminum Modular Fence 2006 600 $17,748 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidad e.gov/info/disclaimer.asp Generated On: 08/31/2023 OFFICE OF THE PROPERTY APPRAISER Property Information Folio: 03-5106-001-0070 Property Address: 5500 BANYAN TRL Roll Year 2021 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL SFR 0100 Square Ft.42,689.00 $1,419,409 Building Information Building Number Sub Area Year Built Actual Sq.Ft.Living Sq.Ft.Adj Sq.Ft.Calc Value 1 1 2005 8,456 5,251 $6,596 $1,065,254 Extra Features Description Year Built Units Calc Value Wall - CBS unreinforced 2006 400 $1,408 Patio - Terrazzo, Pebble 2006 400 $2,236 Patio - Brick, Tile, Flagstone 2006 250 $2,365 Aluminum Modular Fence 2006 600 $17,952 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidad e.gov/info/disclaimer.asp Generated On: 08/31/2023 OFFICE OF THE PROPERTY APPRAISER Property Information Folio: 03-5106-001-0070 Property Address: 5500 BANYAN TRL Full Legal Description PALM VISTA PB 49-25 LOT 7 LOT SIZE IRREGULAR FAU 30-5106-001-0070 OR 18866-0737 1099 1 Sales Information Previous Sale Price OR Book-Page Qualification Description 10/01/1999 $568,000 18866-0737 Sales which are qualified 09/01/1998 $550,000 18288-4307 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidad e.gov/info/disclaimer.asp 99061326 ZONING 5500 BANYAN DR N912 LETTER OF COMMENCEMENT - POSTED RICHMON CONSTRUCTION CORP CONTRERAS REMBERTO 99060377 99046550 HAMMOCK LAKES 3052661900 99043366 003030335 ADDITION (609 SO FT), GARAGE, COV ENTRY, TRELLIS, WALKWAYPAVERDRIVEWAY, CBS WALL W/RAILING & GATE, WINDOWS, DOORS, $90,000 51060040100 ARMANDO M & MARIA E ROUCO 5500 BANYAN DR CORAL GABLES FL 33i56 THERE IS AN AUTOMATIC REI NSPECTION.REE IF INSPECTION IS REJECTED 7 r- G - 460-5245 460-5563 460-3026 6 •,111.. 4 1 CITY IIIII11I+IIIIIII1°II�'°IPLIII he City of Coral Gables 99060377 5500 BANYAN PERMIT APPLICATION n/ 2 ig9p DATE: W3030335 MASTER PERMIT #: ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 13.135 1-71 (0 Application # (0 Control # f e� � Square Footage: Estimated Cost $ Type of Permit: ( ) Building ( ) Plumbing ( ) Electrical ( ) Sign ( ) Residential ( ) Mechanical( ) Roofing ( ) Zoning ( ) Misc. ( ) Commercial CONTRACTOR'S LICENSE NUMBER: :G.:4°. C- ascga CONTRACTOR'S BUSINESS NAME: /2 t C //46 II C€ isT Address: 7 e e- - - 4 4 .Sj City: Ai/ i Phone Numbef 7 6 '3` Q4 -V3 State: Zip Code: Y 3 ! .f " ARCHITECT/ENGINEER'S NAME: • Phone Number: Address: City: State: Zip Code: SITE ADDRESS: 55 e56 4,O07411 PL Folio # S!Gt 'OU' ct — 0(OC) LEGAL DESCRIPTIONS: Lots Block Section OWNERS NAME: #4N,4 ,1• //"14.04 t . 2oC.7S Address: SOD /Ayr")all- City: G • t!s/14r s State: eb Zip Code: Phone Number: a ckr 11 t 0'7 WORK DESCRIPTION: /V " s, 6 Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WE S, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, E'F OWNER'S AFFIDAVIT: I certify that all foregoing information is accurate and that all work will be done in compliance with all applicab 1 ws regulating constructio x•ig. re: PROPER ! ., ER The foregoi day of who h en an oath and: ( per • • ly known to ( ) h.. prof • ced a inslri4hsent w 7 NOT BLIC My Commission Expires: �3 1,p -re aJT.� L l 4 Print Name: QUALIFIER.Nkir Signature`. QUALIFIER as acknowledged before me this a The foregoi�n.� instrument was acknowledge bef orr me 199 by day of C �c.�� 199 7 by / who ha taken an oath and: ( jJ i personally known to me. ( ) has produced a as identification NOTARY PUBLIC ,NOTARY PUBLIC STATE OF FLORIDA PO4 My Commission Exfires:COMMISSiON NO. cr743935 MY < WARNING TO OWNER FAILURE TO RECORD A NQTICT OE: COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMWOVtMEN'T.1-fa YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. AL E No. TYPE QTY E No. TYPE QTY E No. TYPE QTY E001 MINIMUM FEE E010 FIRE PUMP TEST E021 REFRIGERATOR, DOMESTIC E027 A/C CENTRAL 1-3 TON E046 FIRE ALARM(CONTROL PANEL E005 RENEW -TEMP SERVICE E047 A/C CENTRAL 4-7 TON E076 FIRE ALARM (DEVICES).' , E061 REPAIR CIRCUITS E048 A/C CENTRAL 8-15 TON E054 FIRE PUMP E033 RETRO FIT LIGHT FIXTURE E049 A/C CENTRAL 16-20 TON E038 FIXTURE FLUORESCENT EQ08 ROUGH WIRE OUTLET E050 A/C CENTRAL 20+ TON E037 FIXTURE LIGHT (sockets) E006 ` SERVICE (AMPS) E01 I AIR CONDITIONERS E040 FLOOD LIGHT I;036 SIGNS BURGLAR ALARM E062 FPL LOAD MGMT UNIT E023 SPACE HEATER E009 CONTROL PANELS E017 GARBAGE DISPOSAL E055 SPAS/HOT TUBS E075 DEVICES E031 GENERATORS, ETC E035 SPECIAL PURPOSE OUTLET E053 CENTRAL VACUUM E018 HEAT RECOVERY E065 SUBFEEDS, # OF AMPS E073 CHILLER (tons) E068 LIGHT POSTS E045 SWIM POOL, COMMERCIAL E028 CLEAR VIOLATIONS E051 LOW VOLT INTERCOM/PHONE E044 SWIM POOL, RESIDENTIAL E012 COMPACTOR E060 LOW VOLT, TELEVISION E007 SWITCHBOARDS E013 DEEP FREEZER E030 MOTORS (HP) E004 TEMP FOR TEST 30 DAYS E043 DEMOLITIONS E029 MOTOR EQUIPMENT OUTLET E064 TEMP. TRAILER (CONST.) E014 DISHWASHER E019 OVEN E063 TEMP. TRAILER (SALES OFC) E015 DRYER E04 I PARKING LOT LIGHTS E024 TIME CLOCK E057 DUCTBANK E042 PLUGMOLD/STRIP LIGHTING E032 TRANSFORMER FOR X-RAY E016 FAN E020 RANGE/RANGE TOP E025 WASHING MACHINE E010 FIRE ALARM TEST E022 REFRIGERATOR, COMM (p/HP) E026 , WATER HEATER E034 WELDING MACH OUT (amps) M No TYPE QTY M No TYPE .QTY M No TYPE QTY M023 MINIMUM FEE M223 DRYER VENTS, NUMBER OF M446 PRESSURE VESSEL M070 A/C CENTRAL, TONS( ) M235 DUCTWORK, COST OF M516 REFRIGERATOR, (TONS) M094 A/CWALLUWNDW, TONS . M258 FIREPLACES, NUMBER OF M681 VENT HOOD, RESIDENTIAL MI 17 AIR HANDLER, TONS( ) M320 GENERATOR M704 VENTILATOR, COST M I90 BARBECUE M282 HEATING UNITS, (ea) M 164 BOILERS (BTU) M141 BATH FAN VENTED, # M352 PAINT BOOTH M469 PRESSURE VESSEL -UNFIRED M188 CONDENSATE DRAIN M399 PIPING, FLAMMABLE LIQUID M505 REFRIGERATION (hp) M211 COOLING TOWER, TONS M422 PROCESS/PRESSURE PIPING ' - ( M493 - REFRIGERATION (BTU) M551 STEAM BOILER M563 STEAM BOILER -HOT WATER M587 ,STE.4MpLLER-M1NIATURE M634 STORAGE TANK FOR FLAMMABLE L QUIDS (GAS) BING P No. TYPE QTY P No. TYPE QTY P No. R S TYPE QTY P013 MINIMUM FEE P930 POOL PIPING P203 BATH TUB P995 A/C CONDENSATE P112 POOL PUMP REPLACE P520 BIDET P741 A/C SUPLY WELL P961 PUMP & ABANDON P637 CLOTHES WASHER P989 BACK -FLOW PREVENTOR P108 RECIRCULATE PUMP P982 DENTAL CHAIR P975 CAP FIXTURE P920 SEPTIC CONNECTION P533 DISHWASHER P976 CAP WATER/SEWER P960 SEPTIC TANK P546 DISPOSAL P912 CATCH BASIN P963 SEWER CONNECT -EXISTING P559 DRINKING FOUNTAIN P986 DISCHARGE WELL P914 SOAKAGE PIT P572 FLOOR DRAIN P106 DOMESTIC PUMP P931 SPA PIPING P728 ICE MAKER P940 DRAINFIELD P111 SPRINKLER PUMP P715 INDIRECT WASTES P980 DRAIN (AREA) P965 SPRINKLER REPAIR P624 LAUNDRY TRAY P019 DRAIN (FRENCH) P028 SPRINKLER SYSTEM ('PAW) P611 LAVATORY P962 DRAIN (ROOF) " - P029 Per Zone: ' . P996 MISC FIXTURE _ P027 FOUNTAIN P030 Per Head: P650 SHOWER P902 GAS APPLIANCE P988 SUB METER INSTALLATION P663 SINK P903 GAS NATURAL P023 SUMP PUMP P689 URINAL P900 GAS PROPANE P973 SUPPLY WELL P984 VACUUM PUMP P585 GREASE TRAP P676 TEMP TOILET P702 WATER CLOSET P598 INTERCEPTOR P819 WATER SERVICE -EXISTING P992 WATER HEATER P966 MISC EQUIPMENT P991 WATER SERVICE- NEW P992 WATER HEATER REPL P966 MISC REPAIRS P990 WATER TO FIRE SPRINKLER P985 .~WATER RE -PIPE OFFICE USE ONLY APPLICATION FEE `''�r " PERMIT Received/Reviewed by: t t Date: # , I{1T'1%I3 CODE COMPLIANCE LIEN FEE RADON GAS Application Approved: Date: C.O.IC.C. FEE CONCURRENCY DOCUMENT PRESERVATION THRESHOLD FEE Permit Issued by: Date: CONTRACTORS' FEE mom ,m. 4 . , w 44 .TOTAL FEE: R $15.010 nF' tla Cif vvef Of 3 POcDr.r. LiLIE Pv° LItit woof 1L � r.; • -J MAP OF BOUNDARY SURVEY Le SCALD 1"= x CD d s pem t.7 p.A4e?-1'Ed T 00.00' Ts 30:b5 zZB Zi r4- 44: 4;3 35. • .' tfrM o5 140. V A -AR'C AK. - AVENUE ELM- ERALONg B1t.- IIINOHNAPN ▪ - CUM O R - CAI NAM r -s -S - COPMCROTE E O:K STRICTURE Rte• ,= alarm (CANING a-- O.EAR CJL - CENTER LNE rE g- EL-- ELEVATION G.M.= L RD NAL FELL- POMO NAIL & DISC: COW,- CONCRETE CT.- CdJRT DALE - DRANAR:E ANo MAMTENAMLL EAS MENT, E-- FAST EMC.- ENCROAO4 MT-- CASINO(' F -DA - rum:Y DRILL HOLE F.F.E- F1+' t FµTtR ELEYATIGN F.LP- FOUND IRON PIPE - WAIVER 4.3 0 u► • LANE MEJIi= taAst • ifiCKAIOrr LP* W S,- METAL MED. N - NORTH. M0.- N4�lt. 0 RR.- OFFICIAL RECONOs DOCK 4 I t !n 2 -.-z--- I • 5. DiOFF5 fi tfl m� O.V.H.- OWORNA14 O.R- OVERHEAD ,FRFs P.R.- PLAT COM P,C - PONT OF CURYATLIAE P.O.5-- Km? Cr MIMING. P.O.O.- PENT CF CDNPO pa) P.¢,- PAGE PPM.- PAJticWAr, PL- PLACE PC.P.- PERHM1NT CIONTINx Pawl P AC.-- PONT OP COAIAENC ]ijaT• P AM,- PEFIMANDIT REPOWINgEo NOHOW IT, A- uL*J . RMr r AL REC.- RECORD_ KS.- S.- N 4€MM RANCE_ nfw,^ (apiT OF WAR. t N-4 7L=SCI Ta SEC,- SECTION. SLP.- SET UM PIPE MI- I- SUET WADI • DISC, L- TIJ p(T, TM,- TERRACE, TMP.- TOMS, U.L- UTILITY EASEMENT, W.- W/F.- %C>r7o FEND A - C1'?+TAAA Arap,E, a Q BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF 1..41 214 4 I -rr - , ALONG THE CENTERLINE OF 1 PVC.` -414 'A, AS RECOR! ED IN PLAT BOOK , AT PAGE , ___111_011.41.7....04VV COUNTY, FLL, lDA. LICENSED BUSINESS No.2 66 ' LEGAL DESCRIPTION LOT d . BLOCK SUBDIVISION: / DP /7'/ 0/J 1-71.61-1,1,9C ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 55 AT PAGE z 3 OF THE PUBLIC RECORDS OF '4 /- /9. COUNTY, FLORIDA. LOCATION SKETCH SCALE 1' 4 l Pa' c? AL.1 P 1VF- zoo x,`` _ ' 111 H& 4 '-'? Id- LAKE &J P 2 N 12a, , hlo. sGoD B4S.ki yh flier11-PLPE, L. 55!4 T /.47 ce r2 // 7! C4eFaz eztico, ,e.// ”ec_ //e% 7 4 VI//k?? St l66C'r p/ 4D/OR .41•551 ,4/1.5. / LI D ;T-/7-. /A/ R 14 . w-dt , Twx-7-ew yam .6-75 DATE OF FIELD SURVEY 4- 3-18, Co / i7{D. -,I /r FLOOD ZONE : +q COMMUNITY No, 1WL.32 PANEL : -7/f SUFFIX :,J DATE OF FIRM : 1 -I"1 -`f5 BASE FLOOD : 10.00 } EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO 'RE `. E TO DETERMINE RECORDED INSTRUMENTS, 1F ANY AFFECTING T1El:, ' , ROPERTY. LOCATION AND IDENTIFICATION OF L1-i `. r T L ON AND/OR ADJACENT TO THE PROPERTY IMRE NOT SECURED AS SUCH INP'ORMATIoN WAS NOT REgursrED. OWNERSITIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND: FOUNDATION AND UTILITIES NOT LOCATED. FOR : AA. t,k f-4 Do I _LUG ORDER No. ` 60.5- 119 -(4 - 03 -'&) DATE : 4- Z5- 1 p --r , }..rte Rgy. 4-25-16 l! 1 D/1 _ ''9TALTE E. VEL A. PROFESSIONAL SURVEYOR AND MAPPER No.3tO0 STATE OF FLORIDA NOT VALID UNLEas SIGNED & Ei 6D SAY. CARIBBEAN LAND SURVEYORS, INC. 12750 SW. 25th. TERM, MIAMI FL.33175 TELEPHONE(305)227-5967 FAX(305)227-7142 ;1♦ ■A / INIMINIMIIMI ,p OF BOUNDARY SURVEY , SCALE 1 "= D kl ° 1 V v Pvc.° E.t. LrtrE ,.. rl A ,.rheas `T p-Ag to r! r hN gl" 4I z.1.5 ' Fa lr c y .s F *- Fl'I4 kit) chp .[l Rs -0— �.y N. 63 F- r r1 t 1' F '1 r F' io x - 4°' - D' t I - NOTE: The quality of the Reproduction(s)/Digital Images were affected by the poor conditions of the original rat A - ARC AVE. - AVENUE auG - BUILC IG 91+,- IXj#QFWAJX C.- CURVE CO.- CATCH SAW C_ LS - OONCCRETE EL= STRUC1JRE Ui - CHORD a+9,- r?+oRo ELA NC CL- CLEAR RA. - CUM" WE BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF 1 �` ' ' 7:1 • Sr T`- , ALONG THE CENTERLINE OF PV..:.1"1"11•4 DA, AS RECORDED IN PLAT BOOK i , AT PAGE -F 1 1•)I'T I - vat..) COUNTY, FLORIDA. LICENSED BUSINESS No.2288 COMC,- COMCRE-FE CT,- Ct•JiRT DAME - EIRAIHACE ANO LoAP DIAµCE fA,VENI71T. C-- EAST ENC.- tr CEFOAC}I Eg1T.- EASEMENT F.ON - FC1UNy CRILL KU r,r.E- FIHISIED fLQrN &EVA T1QH F.LP- F t.DIl RCM PIPE - C4AMETEA 4.5 tG 0 o47td /Ir'4 uE, nr �-- — nu,r� 1III f!. 34 S j 1 � CI.v,- ELEVATIPE F14.- MHO NAR FAIL- rani HAIL k DSC- FT.- FEET, 1J .- LANE md#4 - MEASURE u/tr- MCKONENT u. . i/S.- YfTAL SHED. N.- NCRTH. Ha- WIMP_ O,RB,- oPFSdAL RECORDS WOK, N O.w.- OVERHEAD INKS P,C{.- PLAT EMN. P.C.- Kira tar CURVATURE. PAD.- PO>NT QF p eiReING. P.Q,C-- PONT OF CCIIRCIVA, CURVE P..- PACE P ION.- PARKWAY. ▪ Tm..A.CL PC -P,- Pcfb1AP-LW T LOOM. Pf7HT. P 0.L- PCT Gf COMENCINET. FRIr_ FERNANDO REFE11#NC1I;a M(pILIYENT. BAD.- RADIAL FO.- ROAD. PEC - REO]RD. F[3.- REFJENCE, Y+ ,- RANGE FPC- ErtT Cr PAY, LEGAL DESCRIPTION LOT A SUBDIVISION: //e s'T 4 'vErf 04-1 TO kJE,'-IM Or' 4.(• k-' �I ' BLOCK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK .5 AT PAGE 3 OF THE PUBLIC RECORDS OF /-1/A/-1/- OAPs LOCATION SKETCH SCALE 1" = I e 174 4 = 114.5s, Spyy 1 S,-9 TN- SEC .- ' rfl il. .LP - SET IRON PrE, S.M.C.- W:1 NM. & MSC, VW- SCONALK 1.- TANCEXT. /ERR.- 'Wort TOrerA+p. ill,- UTILITY EASEMENT. M.- w33T, d O NTRAL ANGLE. 1a r`1 y 4 00 t'rz:, _ , r i. . :3,7,145 140 3 .3� .r . /-'.-1, l /7'- r. + /4 , If L_•/:.) ,_/ ;• DATE OF FIELD SURVEY 4" } - - I 1 COUNTY, FLORIDA, 1 175 5 Ire FLOOD ZONE : COMMUNITY No. I7 ,1s PANEL : Z SUFFIX :4 DATE OF FIRM :1 i1 -'i5 BASE FLOOD : 1040E EXAIDNATION OF ThIE ARSITACT OF Trn..E HAVE TO PE ' O t E TO Drntramil RECORDED nI5TRUi[EN4 S, IF ANY AFFECTING • 'ROPERTY. WCATION AND IDENTIFICATIOM OF . _ ._:1FS ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH IN7ORHATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND FOUNDATION AND UTILITIES NOT LOCATED. FOR . Aim`. -i d f i L7o ORDER No. 'lei C.) -F;- 111=i -- +4r D �`c� tIATE . 4 z?? -18. REV. - f l S A`1 f Ir: PROFESSIONAL SURVEYOR AND MAPPER N0.3106 STATE OF fORIDA NOT VALID UNLESS a"1GN>rD & SEAL. r.. CARIBBEAN LAND SURVEYORS, INC. 12 750 SW. 25th. TERR. MIAMI FL.33175 TELEPHONE(305)227-6967 FAX(305)227-7142 ArArArAfiltiOrArAdrAgrar,a0rArArAger4rArdirrArfro0 INSPECTIOB NLYMI3ER CITY OF CORAL GABLES INSPECTkON CATEGORY INSPECTION REPORT ETKuc.TURAL SITE ADDRESS A, a ggp0o'3 `1 0465Z0— PIT P.7501w NUMolEST x.19 04336 ADDITION (609 SO FFT) GARAGE COY ENTRY TRELLIS WALKWAY P yy Q3�RiVEW i i , CB,;,�T BUILDING & ZONING: 464--5245 /-5-11,6aolturco--- 5500 BANYAN DR F i DOWE N TOTW NSPEGTOR A - .ZI." `lam' 0°1111$// D TE 1 -PEC ED 01/°111.° "% /0 CI STOP ALL WORK ❑ APPF�OV1 [i PLAN NOT BEING FOLLOWED 0•01 0 VIOLATION OF ZONING LAW ❑ PERMIT NOT ON JOB 0 0 APPROVED PLANS NOT ON JOB il°1,00"1111°61.1 ❑ * REINSPECTION FEE P:001 E Z APPROVED 0 REJECTED TO:DUE VIOLATION OR NOT READY Ce�ul 6tiWa1 ?r1 9# Ci' 2 �E_�N �`�� I € E Q � INSPECTIONS REJECTED T WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. Ole; REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REEINSPECTION FEE MUST BE PAID BEFORE RESC EDULING ANOTHER INSPECTION. -15563 CALL THE APPROPRIATE PHONE NUMBER TO S E LULE AN INSPECTION FOR THE NEXT DAY F: PUBLIC WORKS: 460-5026 • 'r .-rte, aVW �©4I AjorAppradrAdirjrArArArArrITE T. OFFICE 3. INSPECTOR COPY ArairrAppAr 01, INSPECTOR NUMBER r A FAFA rA Or AP P irj rag fra gritrA rA d OVA drA PrArd INSPECTION NUMBER CITY OF CORAL GABLES i R v 9907 79 INSPECTION FIEPORTSTC UC;TURAL SITE ADMITS 5500 BANYAN DR HAMMOCK LAKES TYPE N449 TIE BEAM - 01 FLOOR a T Th! lvTNKn2 ripw CONTRACTOR TELEFI-TON RICHMON CONSTRUCTION CORP 00303033.4 QUALIFIER CONTRERAS REMBERTO PERMIT NUMb7ER 99060377 Og°°‘51060040100 TEL;PHr; •:�Tw �;97 30 - 2661900 5#3310147.1 95046550 043366 PERMIT DESCRIPTION ADDITION (609 SO FT), CARACE;:, CLIV ENTRY, TRELLIS, WALKWAY PAVER DRIVEWAY, CBS WALL W/RAILING 1@ %:ATE, WI.NDOWN, DOORS, $90,000 PROPERTY CODE 5500 BANYAN DR CORAL GABLES FL 33156 WNER i NAME ARMANDO M 8 MARIA C ROUCO LEGAL OFSCRR'TION 11111:1J1111: •.'.I,.1 x.11. T• • - I '4,t- s' S *p IIk111** INSP. BYa POIN. DENNIS ,_Trisrf9 T NEpi1LED 0 STOP ALL WORK 0 VIOLATION OF ZONING LAW REJECTS 0°°°° /000101,11°°°°1: 09/16/99 g01°°- 1<<T 0 APPROVED PLAN NOT BEING FOLLOWED 0 PERMIT NOT ON JOB El APPROVED PLANS NOT ON JOB 0 * REINSPECTION FEE D 173D * THERE IS AN AUTOMATIC RE INSPECTION FEE F' FOR /MORE INSPECTIONS REJECTED T COMMENTS FROM THE INSPECTOR: DUE TO: VIOLATION OR NOT READY WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. // * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTIONN, CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONINeG:4-5 4'' n0110-5563 PUBLIC WOR 4L0-5026 INSPECTOR NUMBER 0 0 (6 244 1 LEAVE AT SIT . 2. OFFICE 3. INSPECTOR COPY ��®��0 0111 AyAy4ravAVAr 0,1 rer AiprAdrArAr-A•rArAr4pApr4rArAdrrAF4prAprArpr INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION CATS: AN 9 072791 I INSPECTION REPORT'TRIJLTUHAIw. N407 COL CONTRACTOR TE'kEPHc�I�I[ 1�"2;.4.L. R RICHMON CONSTRUCTION CORP 00303033, QUAL1FIER TEI.EPF ON C_COMUETIEN;Y CQNTRERA s REMBERTO 31 526 , 19O0 58.310147 CONTROL NUMBER I/ AOD#E55 5500 BANYAN DR UMNS --01 FLOOR PERIMT NUME.ER 99060377 DEvA T N -IF{ �I €Z`mR Jl APf`OZA IN NUMBER 991046554 PERMIT DESCRIPTION ADDITIPAVERON r G: C V RYs I_ Sr WADR I VEWAY(609 rSQ CBST) WALLAHAI W/R ► t L.ICUV NGFNTl3 I AT ET., WTRELI P4DIOWS DOORSLKWAY P $90 r OOO HAMMOCK LAKES 99043366 1011°1° PROPERTY CODE OWNER'; NAME : M & MARIA E ROUCU 5500 BANYAN DR CORAL GABLES FL 331516 J.EQAL DESCRIPTION COMMENTS TO THE IN Et:TOR INSP.BYI POINT DENNIS DAT€ICHE DIILED 11/19/99 1011°4 08/02/97INSPECTOR NUMBER ii 0 APPROVED PLAN NOT BEING FOLLOWED 0 PERMIT NOT ON JOB E 0 APPROVED PLANS NOT ON JOB D * RFINSPECTION FEE / / El OR NOT READY FOR THOSE I N SPECTIONS REJECTED 140/ / / WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. / / CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONIl ii0 "5245 FI sC►"T r�if�3 �? PUBLIC WORT O '5426 SIG SURF STOP ALL WORK VIOLATION OF ZONING LAW 0 /°4 Ei REJECTED TO: VIOLATION * THERE IS AN AUTOMATIC RE INSPECTION FEE COMMENTS FROM THE INSPECTOR: A l'ArAIPWFAr fZ. APTA1 LEAN 3. OFFICE 3 INSPECTOR COPY OVAVAIVAPVAIr Ad 427159 Box No. 497 99060377 5.500. BANYAN DR. DATE: /Ai SiI Application # Square Footage: 11 'he City. of Coral Gables PERMIT APPLICATION oo32,4s150 MASTER PERMIT #: g90(o039)7 0 rioNG MUST BE FILLED IN BY APPLICANT ACCORDING TO FS 713.135 Type of Permit: S ( ) Building ('4 Plumbing ( ) Mechanical( ) Roofing CONTRACTOR'S LICENSE NUMBER: Control # Estimated Cost $ 9s0 .0o 9q OW 33 b(o ) Electrical ( ) Sign ( ) Zoning ( ) Misc. ( ) Commercial CONTRACTOR'S BUSINESS NAME: VILA g CoWv LANOSGAP/M G Address: A04/5/ SW „0/iv City: M J/l M! COP, one Number/30S) ;.(C - 720 b State: FL Zip Code: 33 / 70 ARCHITECT/ENGINEER'S NAME: Address: Phone Number: E:'ity: State: Zip Code: SITE ADDRESS: SSOO NIA /d DR LEGAL DESCRIPTIONS: Lots Block Folio# 1Ob- OQ- 4/0/00 Section OWNER'S NAME: Agftoo gO"CO q/ID /Mg //4 t, Phone Number(3O � 64 Er. —S FY Address: 8500 &N d M az city: COAL 4,4611 S State: J"L Zip Code: 33 / S 6 WORK DESCRIPTION: Ala OF ip s-r/N & PUMP ; ka4L hoimpoN SYsiE/0 fOD,N1, #61 ,41 Co, ;JQl'1,LGQ I Ng4N mfg $6,,'soR Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all foregoing i i . tion is accurate and that all work will be done in compliance with all applicable laws regulating. construction and zoning. .. /7-4.-14 Elena, Codorcom acx...e) P i , t Name: PROPERTY OWNER Signature: PROPERTY OWNER The foregoing instrument was acknowledged before me this J day of DE awe, 199 I_ by 1W4/t1A M.co who h s taken an oath and: ( is personally known to p Y me. ( )kas produced a aide tification 0� rr JAY t$J Y�mmesiON iCCmiss L P :2 NeMrY? Undrwilres Alt, EL CAP?ALLERo Print Name: QUALIFIER Signature: QU LIFIER The foregoing instrument was acknowledged before me this cr." day of Mcg R 199 7 by AP L Gg;ALL sPt 0 who has taken an oath and: (s personally know ( ) has pro uced a NO My res: rill - 4'1; "r;: �Y identifi tion F' ' °� CC811843 loDPIRES: Finery2 nM huWryPitk dm, n WARNING TO OWNER 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. E No. TYPE QTY E No. TYPE QTY E No. TYPE QTY [001 MINIMUM FEE E010 FIRE PUMP TEST E021 REFRIGERATOR, DOMESTIC E027 `A/C CENTRAL 1-3 TON E046 FIRE ALARM(CONTROL PANEL E005 RENEW -TEMP SERVICE E047 A/C CENTRAL 4-7 TON E076 FIRE ALARM (DEVICES) E061 REPAIR CIRCUITS E048 A/C CENTRAL 8-15 TON E054 FIRE PUMP E033 RETRO FIT LIGHT FIXTURE E049 A/C CENTRAL 16-20 TON E038 FIXTURE FLUORESCENT E008 ROUGH WIRE OUTLET [050 A/C CENTRAL 20+ TON E037. FIXTURE LIGHT (sockets) E006 SERVICE (AMPS) EII ] AIR CONDITIONERS . E040 FLOOD LIGHT E036 SIGNS BURGLAR ALARM E062 FPL LOAD MGMT UNIT E023 SPACE HEATER . [009 CONTROL PANELS E017 GARBAGE DISPOSAL E055 SPAS/HOT TUBS E075 DEVICES E031 GENERATORS, ETC E035 - SPECIAL PURPOSE OUTLET E053 CENTRAL VACUUM E018 HEAT RECOVERY E065 SUBFEEDS, # OF AMPS E073 CHILLER (tons) E068 LIGHT POSTS E045 SWIM POOL, COMMERCIAL E028 CLEAR VIOLATIONS E051 LOW VOLT INTERCOM/PHONE E044 SWIM POOL, RESIDENTIAL E012 COMPACTOR E060 LOW VOLT, TELEVISION [007 SWITCHBOARDS E013 DEEP FREEZER E030 MOTORS (HP) E004 TEMP FOR TEST 30 DAYS E043 DEMOLITIONS E029 MOTOR EQUIPMENT OUTLET E064 TEMP. TRAILER (CONST.) [014 DISHWASHER E019 OVEN E063 TEMP. TRAILER (SALES OFC) E015 DRYER [041 PARKING LOT LIGHTS 'E024 TIME CLOCK E057 .DUCTBANK E042 PLUGMOLD/STRIP LIGHTING E032 TRANSFORMER FOR X-RAY [016 FAN • E020 RANGE/RANGE TOP E025 WASFIING MACHINE [010 FIRE ALARM TEST E022 REFRIGERATOR, COMM (p/HP) E026 WATER HEATER E034 WELDING MACH OUT (amps) M No _ TYPE QTY M No TYPE QTY M No TYPE QTY M023 MINIMUM FEE M223 DRYER VENTS, NUMBER OF M446 PRESSURE VESSEL M070 A/C CENTRAL, TONS( ) M235 DUCTWORK, COST OF M516 REFRIGERATOR, (TONS) M094 A/C WALL/WNDW, TONS M258 FIREPLACES, NUMBER OF M681 VENT HOOD, RESIDENTIAL MI17 AIR HANDLER, TONS( ) M329 GENERATOR M704 VENTILATOR, COST M190 BARBECUE M282 HEATING UNITS, (ea) M164 BOILERS (BTU) M 141 BATH FAN VENTED, # M352 PAINT BOOTH M469 PRESSURE VESSEL -UNFIRED M 188 CONDENSATE DRAIN M399 PIPING, FLAMMABLE LIQUID M505 REFRIGERATION (hp) M211 COOLING TOWER, TONS M422 PROCESS/PRESSURE PIPING M493 REFRIGERATION (BTU) M551 STEAM BOILER M563 STEAM BOILER -HOT WATER M587 STEAMBO1LER-MINIATURE M634 STORAGE TANK FOR FLAMMABLE LIQUIDS (GAS) J 1 P No. _, . TYPE QTY P No. TYPE , . QTY P No. R S TYPE QTY P013 MINIMUM FEE P930 POOL PIPING P203 BATH TUB P995 A/C CONDENSATE P112 POOL PUMP REPLACE P520 BIDET P741 A/C SUPLY WELL P96I PUMP & ABANDON P637 CLOTHES WASHER P989 BACK -FLOW PREVENTOR P108 RECIRCULATE PUMP P982 DENTAL CHAIR P975 CAP FIXTURE P920 SEPTIC CONNECTION P533 DISHWASHER P976 CAP WATER/SEWER P960 SEPTIC TANK P546 DISPOSAL P912 CATCH BASIN P963 SEWER CONNECT -EXISTING P559 DRINKING FOUNTAIN P986 DISCHARGE WELL P914 SOAKAGE PIT P572 FLOOR DRAIN P106 DOMESTIC PUMP P931 SPA PIPING P728 ICE MAKER P940 DRAINFIELD P111 SPRINKLER PUMP P715 INDIRECT WASTES P980 DRAIN (AREA) P965 SPRINKLER REPAIRIc ( P624 LAUNDRY TRAY P019 DRAIN (FRENCH) P028 SPRINKLER SYSTEM (NEW) P61 1 LAVATORY P962 DRAIN (ROOF) P029 Per Zone: P996 MISC FIXTURE P027 FOUNTAIN P030 Per Head: P650 SHOWER P902 GAS APPLIANCE P988 SUB METER INSTALLATION P663 SINK _ P903 GAS NATURAL P023 SUMP PUMP P689 URINAL P900 GAS PROPANE P973 SUPPLY WELL P984 VACUUM PUMP P585 GREASE TRAP P676 TEMP TOILET P702 WATER CLOSET - P598 INTERCEPTOR P819 WATER SERVICE -EXISTING P992 WATER HEATER P966 MISC EQUIPMENT P991 WATER SERVICE- NEW P992 WATER HEATER REPL P966 MISC REPAIRS P990 WATER TO FIRE SPRINKLER P985 WATER RE -PIPE I Received/Reviewed by: Applical gn Approyed:... �,�. �.,• Permit Issued by: Date: Date: Date: APPLICATION FEE PERMIT BOND CODE COMPLIANCE LIEN FEE RADON GAS C.O./C.C. FEE CONCURRENCY DOCUMENT PRESERVATION THRESHOLD FEE CONTRACTORS' FEE TOTAL FEE. S15.00 11111111111111111NI1I 11111IIIII 1111111' 4.12 BANYAN o, City of Coral Gables 5500 DATE: 7"8 - 1 7 i'ERMJT APPLICATION MASTER PERMIT #: 001 562R. ` ALL 4E THE FOLLOWING MUST . 'L T ACCORDING To FS 713.135 Application # 3 ` C.c,nit i q ici-13 3 (o• Square Footage: Estimated Cost i 1 ce) ea 0(0037 7 Type of Permit: ( ) Building )611:40)** ) Electrical qcf ( ) Mechanical( ) Roofing ( zoning CONTRACTOR'S LICENSE NUMBER: CONTRACTOR'S BUSINESS NAME: Address: A �'S L. . c "7 j ) Sign ) Misc. ( ) Residential ( ) Commercial Phone Ntrin er: , 35 -86.3 -6,2 03 State: 'u Zip Code: 3 a 610 ARCHITECT/ENGINEER'S NAME: Address: City: SITE ADDRESS: S55t40e?' LEGAL DESCRIPTIONS: tots OWNER'S NAME: Address: WORK DESCRIPTION: - Phone Number: State: Zip Code: Phone Number: pry State: ' (4 Vii. 0 Lru 'Q Application is hereby made to obtain a permit to do work and installations as. tridirated. 1 certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the stan4iirds of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL. PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC. OWNER'S AFFIDAVIT: I certify that all foregoing infotrnati s accurate, and the all w will done in corn liance with all applicable laws regulating construction and zoning. ei Print Name: OWNER Signature: OWNER Signamre4 NAME QUALIFIER The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of 199 by _ day of _5 1.e 199 by . .� who has taken an oath and: who has ken aitfoath and: ( ) is personally known to me. ( s is pesonally known to me. _ ( )has produced a as identification ( ) has produced a C (2 C] -11 3 -SJ asdidentification UBLIC NOTARY PUBLIC My Commission Expires: _ My Commission ission Expires: "N. Groovy B Green *My Commission CC130133 Expires May 23, 2003 WARNING TO OWNER FAILURE TO RECORD A NOTICE OF COMMENCEMENT CEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPACNEIVOiiiS, TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC [NO, CONS [JI.T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR_NOT9ICE OF COMMENCEMENT. ELECTRICAL ENo. TYPE QTY E No. TYPE QTY ENo. TYPE QTY E001 MINIMUM FEE A/C CENTRAL 1-3 TON A/C CENTRAL 4-7 TON A/C CENTRAL 8-15 TON A/C CENTRAL 16-20 TON A/C CENTRAL 20+ TON AIR CONDITIONERS CHILLER (tons) CLEAR VIOLATIONS COMPACTOR DEEP FREEZER DEMOLITIONS DISHWATER E027 E047 E048 E049 E050 E0II E073 E028 E012 E013 E043 E014 E015 DRYER E016 FAN FIRE ALARM AND/OR FIRE PUMP TEST FIXTURE FLUORESCENT FIXTURE LIGHT (sockets) E010 E038 E037 E040 E062 FLOOD LIGHT FPL LOAD MNGT. UNIT E005 MECHANICAL RENEW -TEMP SERVICE M No. TYPE M023 MINIMUM FEE M070 A/C CENTRAL, TONS M094 A/C WALL/WNDW, TONS M117 AIR HANDLER, TONS M190 BARBECUE M141 BATH FAN VENTER, #OF M188 CONDENSATE DRAIN M211 COOLING TOWER, TONS M551 STEAM BOILER QTY M634 STORAGE TANK FOR FLAMMABLE LIQUIDS (GAS) BING EOI7 E031 E018 E009 E046 E051 E060 E029 E030 E035 E008 E019 E041 E042 E068 E020 E022 E021 E057 E063 E064 M No. M223 M235 M258 M329 M282 M352 M399 M422 M563 TYPE QTY P P No. P9E P013 MINIMUM FEE P9C P741 SUPPLY A/C WELL P94 P995 A/C CONDENSATE DISCHARGE WELL P9: P986 P028 NEW SPRINKLER P9( SYSTEM P91 P029 PER ZONE: P11 P030 PER HEAD: P11 P980 AREA DRAINS P1 P962 ROOF DRAINS P1 P912 CATCH BASIN PO P019 FRENCH DRAIN P9 P914 SOAKAGE PIT P9 P585 GREASE TRAP P9 P598 INTERCEPTOR P9 P975 CAP FIXTURE P6 P976 CAP WATER/SEWER P9 P930 POOL PIPING Received/Reviewed by: Application Approved: Permit Issued by: C.4 D. 3 0 0 0 6 1 6 8 1 2 23 03 00 02 66 76 8 989 990 819 91 GARBAGE DISPOSAL GENERATORS, ETC HEAT RECOVERY LOW VOLT BURGLAR LOW VOLT FIRE ALARM LOW VOLT INTERCOM/'TELE LOW VOLT, TELEVISION EQUIPMENT OUTLET MOTOR MOTORS (HP) SPECIAL PURPOSE OUTLET ROUGH WIRE OUTLET OVEN PARKING LOT LIGHTS PLUGMOLD/STRIP LIGHTING LIGHT POSTS RANGE/RANGE TOP REFRIGERATOR, COMM (p/HP) REFRIGERATOR, DOMESTIC DUCTBANK TEMP. TRAILER (SALES OFFICE) TEMP. TRAILER (CONST.) TYPE DRYER VENTS, NUMBER OF DUCTWORK, COST OF FIREPLACES, NUMBER OF GENERATOR HEATING UNITS, ea PAINT BOOTH PIPING, FLAMMABLE LIQUID PROCESS/PRESSURE PIPING STEAM BOILER -HOT WATER TYPE SEWER CONNECTION - EXISTING SEPTIC TANK DRAINFIELD SEPTIC CONNECTION MISC EQUIPMENT PUMP AND ABANDON DOMESTIC PUMP RECIRCULATE PUMP SPRINKLER PUMP POOL PUMP REPLACE SUMP PUMP GAS NATURAL GAS PROPANE GAS APPLIANCE MISC. REPAIRS TEMPORARY TOILET SUB METER INSTALLATION BACK FLOW PREVENTOR WATER TO FIRE SPRINKLER WATER SERVICE- ' EXISTING WATER SERVICE - NEW Date: Date: 7/s/fr -0191 Date: (5/5 QTY QTY E061 E006 E054 E003 E036 E023 E055 E065 E045 E044 E007 E002 E004 E024 E032 E025 E026 E034 E033 E053 M No. M446 M516 M681 M704 M164 M469 M505 M493 M587 P No. P203 P520 P637 P982 P533 P546 P559 P572 P728 P715 P624 P611 P996 P650 P663 P689 P984 P702 P992 P992 P985 REPAIR CIRCUITS SERVICE (AMPS) FIRE PUMP SERVICE REPAIR SIGNS SPACE HEATER SPAS/HOT TUBS SUBFEEDS, # OF AMPS SWIM POOL, COMMERCIAL SWIM POOL, RESIDENTIAL SWITCHBOARDS TEMP SERV. CONSTRUCTION TEMP FOR TEST 30 DAYS TIME CLOCK TRANSFORMER FOR X-RAY WASHING MACHINE WATER HEATER WELDING MACHINE OUTLET (amps) RETRO FIT LIGHT FIXTURE CENTRAL VACUUM R 7i TYPE PRESSURE VESSEL REFRIGERATOR, (TONS) VENT HOOD, RESIDENTIAL VENTILATOR, COST BOILERS (BTU) PRESSURE VESSEL -UNFIRED REFRIGERATION (hp) REFRIGERATION (BTU) STEAM BOILER -MINIATURE S 2 TYPE BATH TUB BIDET CLOTHES WASHER DENTAL CHAIR DISHWATER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN ICE MAKER INDIRECT WASTES LAUNDRY TRAY LAVATORY Z. MISC FIXTURE QTY QTY SHOWER SINK URINAL VACUUM PUMP WATER CLOSET WATER HEATER WATER HEATER REPLACE WATER RE -PIPE OFFICE USE ONLY APPLICATION FEE PERMIT BOND CODE COMPLIANCE LIEN FEE RADON GAS 1C.O./C.C. FEE CONCURRENCY DOCUMENT PRESERVATION THRESHOLD FEE CONTRACTORS' • ` �� TOTAL FEE: $15.00 INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION REPORT INSPECTION CATEGORY 0062541 ZONING SITE ADDRESS 5500 BANYAN DR HAMMOCK LAKES TYPE DESCRIPTION -INSPECTION N901 FI NAL - ZONING CONTRACTOR RICHMON CONSTRUCTION CORP TELEPHONE M.C.O.L. NUMBER 003030335 QUALIFIER CONTRERAS REMBERTO PERMIT NUMBER 99060377 TELEPHONE 3052661900 C. COMPETENCY 99046550 LI ATION NUMBER 99043366 CONTROL NUMBER PERMIT DESCRIPTION ADDITION (609 SO FT), GARAGE, COV ENTRY, TRELLIS, WALKWAY PAVER DRIVEWAY, CBS WALL W/RAILING & GATE, WINDOWS, DOORS, $90,000 PROPERTY CODE 51060040100 OWNERS NAME ARMANDO M & MARIA E ROUCO OWNERS MAILING A R 5500 BANYAN DR CORAL GABLES FL 33156 LEGAL DESCRIPTION COMMENTS TO THE INSPECTOR DATE SCHEDULED 06/27/00 DATE INSPECTED ❑ a STOP ALL WORK VIOLATION OF ZONING LAW El APPROVED REJECTED APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB * REINSPECTION FEE E DUE TO: VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED T::::: COMMENTS FROM THE INSPECTOR. WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. -5026 11111 * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER SCHEDULE AN INSPECTION FOR THE NEXT DAY 'UBLIC WORK4S"0 r INSPECTOR NUM@ER / Sl e 1 LEAVE ""�' """""T SITE 2. OFFICE 3. INSPECTOR COPY ' MAF/AFAOrAtAWMAgrAeAr Of//_____SITE ADDRESS INSPECTION NUMBER 0 0062540 TYPE N411 Fl CONTRACTOR CITY OF CORAL GABLES INSPECTION REPORT ST INSPECTION CATEGORY RUCTURAL 5500 BANYAN DR HAMMOCK LAKES DESCRIPTION -INSPECTION IIAL - STRUCTURAL RICHMON CONSTRUCTION CORP TELEPHONE M.C.O.L. NUMBER 003030335 QUALIFIER CONTRERAS REMBERTO PERMIT NUMBER 99060377 TELEPHONE 3052661900 C. COMPETENCY M 9046550 APPLICATION NUMBER 9043366 CONTROL NUMBER PERMIT DESCRIPTION ADDITION (609 SO FT), GARAGE, COV ENTRY, TRELLIS, WALKWAY PAVER DRIVEWAY, CBS WALL W/RAILING & GATE, WINDOWS, DOORS, $90,000 PROPERTY CODE 51060040100 OWNERS NAME ARMANDO M & MARIA E ROUCO OWNERS MAILING A 5500 BANYAN DR CORAL GABLES FL 33156 LEGAL DESCRIPTION COMMENTS TO THE INSPECTOR DATE SCHEDULED 06/27/00 DATE INSPEOTE a .27 db ❑ STOP ALL WORK ❑ VIOLATION OF ZONING LAW Ig APPROVED E REJECTED ❑ APPROVED PLAN NOT BEING FOLLOWED ❑ PERMIT NOT ON JOB ❑ APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE E TOE VIOLATION OR NOT READY * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED T COMMENTS FROM THE INSPECTOR - WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO EDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONIN460-5245 IR 60� 5`363 PUBLIC WORKG60-5026 %A,rA SIGNAT -E �� SITE 2. OFFICE 3. INSPECTOR COPY rm ////////// .� INSPECTOR' NUMBER/ vL COMMENTS TO THE INSPECTOR INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION REPORT ST INSPECTION CATEGORY 0 0062539 RUCTURAL SITE ADDRESS 5500 BANYAN DR TYPE DESCRIPTION -INSPECTION HAMMOCK LAKES N458 F1 CONTRACTOR 4AL - STRUCTURAL - SHUTTERS RICHMON CONSTRUCTION CORP CONTRERAS REMBERTO PERMIT NUMBER 99060377 91046550 APPLICATION NUMBER ONE 3052661900 CONTROL NUMBER 9043366 M.0 O.L. NUMBER 003030335 PERMIT DESCRIPTION ADDITION (609 SO FT), GARAGE, COV ENTRY, TRELLIS, WALKWAY PAVER DRIVEWAY, CBS WALL W/RAILING A GATE, WINDOWS, DOORS, $90,000 PROPERTY CODE 51060040100 OWNERS NAME ARMANDO M & MARIA E ROUCO OWNERS MAI A 5500 BANYAN DR CORAL GABLES FL 33156 LEGAL DESCRIPTION DATE SCHEDULED 06/27/00 ATE INSPEC O STOP ALL WORK ❑ VIOLATION OF ZONING LAW Ni APPROVED ElREJECTED TOE VIOLATION OR NOT READY APPROVED PLAN NOT BEING FOLLOWED PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB ❑ * REINSPECTION FEE * THERE IS AN AUTOMATIC REINSPECTION FEE FOR THOSE INSPECTIONS REJECTED T COMMENTS FROM THE INSPECTOR• WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. * REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO • CHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONIN&60-5245 FIR r0-5563 PUBLIC WORICII60-5026 INSPECTOR NU B ', �"� 2. OFFICE 3. INSPECTOR COP v-ArvAr.d•vAirAO I] MOM 839445 E CITY OF CORAL GABLES PERIIT IM iIQN DATE. — I1 - ZOpp _003 MASTER.PERMIT # KO 603 77 Q'T G F `c.tri :o 7 Application # Control # Square Footage: Estimated Cost $ Type of Permit: [ ] .Building [ 1 Plumbing [ ] Electrical [ ] Sign ) Residential [ ] Mechanical [ 1 Roofing [ ] Zoning [ ] Misc [ ] Commercial OWNER/BUILDERS NAME: te, 'i / C1p i Address: 55-0 O 13.03964 city _T .ARCNIThCT/ENGINEER NAME: Address: tea SITE. ADDRESS %,%#'T LEGAL DESCRIPTION: Lots WORK DESCRIPTION: ®G' Gds hies Phone Number: State /2 Zip Code Block Phone Number State ._.... Zip Code Folio # _ f./0 ji7 ✓ 402/A'? Section Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is a e that all wptk will be .one compliance with all applicable laws regulating construction and zoning. ,rte (` %9A9,44/ii iV _PO L1 c - Print Name: OWNER/BUILDER tire: OW . `UILDER The foregoing instrument was acknowledged before me this /1 day of by has taken an oath and: [ �is personally known to me. [ J has p educed a NOTARY PUBLIC NI.hAlt$ glsAL ELOISI: CUF ISO NOTARY PtJ$I1C STATE OF FLORIDA COMMISSION' NO. CC74$93S MY COMM ;'•TOi4EXP. My Commission Expires: who as identification of O ni PRODUCT MARKING LOCATION 12.00" COVERAGE PRODUCT MARKING OPTIONAL LOCATION) 6.00" COVERAGE 13.50" 7.5 0" FULL PANEL 125" TYP. VARIES: 5.00- MAX. W m m1 vW LOD0 Wi ZNa 11W X D. 4ZZ 0 w ANGLE SCALE : 3" = 1.- 0" WIDTH UNLIMITED Q STORM PANEL SCALE : 3" = T- 0" 4--1/4-20 x 3/4" MACHINE SCREW i STUD PUNCHED INTO ANGLE o i Imp (SEE DETAILS FOR SPACING) tir a ! oo : -.093- TYP. r 2.00- STUDDED ANGLE PERP. TO PANEL SPAN) i-6-r TYP) SECTION SCALE : 3" V- 0" 1 TOP MOUNT PIECE 0.0 O, OR O PLAN VIEW TYPICAL ELEVATION - TYPE I 1" x 1" TUBE FASTENERS ISEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE Cj OR FASTENER 012- O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND L' O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. EXISTING CONCRETE, HOLLOW/ BLOCK OR WODD FRAMING OVERLAP FASTENERS - TYP. (SEE NOTE A 6) - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .053- MIN. TO 2" x 5" x .055" MAX. HALE PANEL 0085" ml NA,- •,,F.-- JI 0---$ # 5" I / o WINGNUT SCALE HALF SIZE WIDTH UNLIMITED PERP. TO PANEL SPAN) SECTION 6 TYPO TYPICAL ELEVATION -TYPE 11 k h" HEADER SCALE : 3" V 16 GA. TYP) 16 GAGE STEEL TUBE SCALE HALF SIZE TOP MOUNT, PIECE O OR 0 ir- OR DIRECT MOUNT AN VIEW 1" x 1" TUBE FASTENERS SEE PLAN VIEW & NOTE 61 BOTTOM MOUNT PIECE 0OFR L b l OR DIRECT MOUNT S ® 1/4" MAX t 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING PLAN VIEW SCALE: 1-1/2" Wi 2J! mal Z f 1W x 1 J 12 w kinto FLo zu z 0. X N i awz o X& LI- Z ,nJwJ¢ O 'V 4in CL w Z WON WIDTH UNLIMITED PERP. TO PANEL SPAN) SECTION o d I p I f 12' ( TYP.' UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT 2. 251- I r 2. 00" fi i 0 to0.05 D" TYP) r. 3P7" 2. 000" HORIZONTAL LEG OPTIONAL TLEFT OR RIGHT) 30 " U" HEADER ® OPTIONAL ANGLE TOP MOUNT PIECE 0 OR OR DIRECT MDUNr BOTTOM MOUNT PIECE c. ) OR O OR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO NOLO PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 01/ 27/99 10:42 1/ 2- OVERLAP ALUM- ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL I" x 2" x .125" MIN. TO 2" x S" x .12S" MAX SCALE : 3" = 1'- O" SCALE : 3" = 1.- 0" NOTES, 1. THIS SHUTTER SYSTEM 1S DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC J013S IN ACCORDANCE WITH ASCE 7-BB -MINIMUM DESIGN LOAOS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL SE SOSZ-H32 ALUMINUM ALLOY. 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KS). ALL EXTRUSIONS SHALL BE 6063-1-6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MAaN BEACH, FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KS'. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIOSPAN. W/ 1/4-20 x 3-1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GA STEEL TUBE AT MIDSPAN_ SEE TYPICAL ELEVATION). TYPE F ORII PANEL SPANS GREATER THAN 101" BUT LESS THAN 13S- 1/2". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & f1. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REO,VIRED. FOR TYPE ) II PANELS, NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. B. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORTS No. 9S-006, 96-007 & 96-007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10_ AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED, WHEN NEEDED. 1-1/ 2"! MIN. FASTENER 0 12" O.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P. S.F. ANO 0 0- O.0 FOR DESIGN LOADS GREATER THAN 110 P.S.F EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING W ul X CJ iZ4 Q N F VJ. K PROFESSFO FL L1 PE 0 31/16/', 9 dryvn by NOTED:! r1C, i Oft sign by~:L chec rodby; V.IK2VJKIdroving no. -1 99- 4336 sheer 1 of 6 G O U. EMBED. TYP.) E SEE SEPARATION Ay FROM GLASS SCHEDULE 1TABLE 2) GLASS OR DOOR --+ EXISTING STRUCTURE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 3/e" J FASTENER, SEE ANCHOR SCHEDULE. REFERENCE ccNNEcTIoN "TYPE s- EXISTING STRUCTURE 1/4- MAX. s- W O J Wq W O S J W W - U zaa X a E E GLASS eO to WWN L f/4-20 MACHINE BOLT WINGNUT (P 6" O.0 FOR TYPE I OR II OR W 12- O.C. FOR TYPE )II n EDGE DIST. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3"7 S OR DOOR — SEE SEPARATION FROM GLASS SCHEDULE TABLE 2) ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 5EE SEPARATION FROM GLASS SCHEDULE TABLE 2) GLASS OR DOOR WALL MOUNT SECTION SCALE : 3" j I it a1451it5Y XMILI, AS •-tau N111,,A, n EMBED. PLYWOOD AND STUCCO FINISH CONT. 1/4'0 z 1-3/4- S.S. LAG tP 12" O.0 W/ 1-1/2" PENETRATION INTO WOOD TWO 1/4"4 x 4-1/2- S.S. LAG SCREWS P 24" 0.C. MAX. W/ 1-3/4" PENETRATION IN CENTER OF STUDS 2- x 6" P.T. WOOD CONT. EtOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM or PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" . 1'-0" 01 /27/99 10: 43 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3• EDGE DIST. 41 a a aa EXISTING r d a + a 3 + STRUCTURE W I 6 n _ 1/4- MAX. I SEE SEPARATION PROM GLASS SCHEDULETABLE2) 1/4" MAX. O I 1 _tW z'zm W;QQ IL— O 1. I Q. Z a Z I CC W0s I - VI NOTE: THIS OETAIL MAY $E USED • AT TOP OR BOTTOM OF PANELS. GLASS OR DOOR CONT. t 1 3 1/4-20 MACHINE BOLT WINGNUT (D 6" O.C. FOR TYPE I OR II OR ED 12" O.C. FOR TYPE €II EXISTING STRUCTURE EDGE DIST. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" WOOD CEILING/INSIDE CEILING/INSIDE MOUNT SECTION SCALE : 3" = V-O" GLASS OR DOOR 1/4-20 MACHINE BOLT WINGNUT Elt 6- O.C. FOR TYPE I & 11 AND go 12" 9.C. FOR TYPE 111 DW s- N SEE SEPARATION FROM GLASS SCHEDULE C EMBED TABLE' 2) c°NT. 1/4-20 MACHINE BOLT NUT *12" O.C. -. OS CONT. (TYP. TOP & BOTTOM 7 FASTENER. SEE ANCHOR SCHEDULE- REFERENCE CONNECTION "TYPE 4" EXISTING STRUCTURE MOUNT SECTION SCALE : 3" = O u 4 n>" E C WO-1 VI O W W fa NN 1/4-20 MACHINE BOLT WINGNUT go 6" O.C. FOR TYPE I & II AND 12" O.C. FOR TYPE III SIDE CLOSURE REO'D. (SEE PLAN VIEW) NOTE: THIS DETAIL MAY EIE USED AT TOP OR BOTTOM OF PANELS. HEADERS O F. O CAN NOT BE USED IN COMBINATION WITH THIS DETAIL O ALT. BUILD -OUT MOUNT SECTION 1/4" MAX. - 4 CO W a~ z3 U o O a CO • CO a d w z L7z t7z 7 Z0V Z a oOof rie c'` K[ r Q a 1 O N J P AL W N Q r LZ Z rx n` I W m0 vaiam J N Q u m LL W X n Q Et- a 4 M Q Z W 71amQ E I 4 a D = J zz a a cr EoQ oct3 EO Agg+ 10. pg N ai 1- 4041awi Z 3 igra LI I x r VIT. EXISTING STRUCTURE Z O W WwyI GLASS OR ODOR a x Ii E E 0: O W.r. LL p, to W w E 0` 3 t.--- FASTENEI., SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" 1TABLE 2) CONT. 05 CONT, ( TYE', TOP & BDTTOM I/4- 20 NADINE BOLT & NOT f/ 6" O.C. 1/4" MAX. 1. SI iJW t?!WJ Wia< t aid s Why W A 0 V€ O X w= Q ;Nv E N 1/4- 20 MACHINE BOLT WINGNUT (P 6" O.C. 1 FOR TYPE I OR II OR go 12- O.C- FOR TYPE III 1/4- ZO MACHINE BOLT a Nur Ell 6" C.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" EXISTING STRUCTURE SIDE CLOSURE REGO. (SEE PLAN VIEW) BUILD -OUT MOUNT SECTION SCALE : 3" = r-0" THREEI/4" m WOOD LAG 1-1/2" 1-1/2" SCREWS W/ 2-V4" MIN, EMBED. (a 24" O.C. MAX. , I O W II I jrI W r CONT. 4" x . 250" ALUM. PLATE OVER / WOOD MEMBERS --J O I SEE MIN. SEPARATION FROM GLASS SCHEDULE i WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL r STUCCO FINISH OR PLYWOOD SOFFIT 14 SMS BETWEEN TRUSSES QC 12" 0.C. Q MAX_ DESIGN LOAD t 72 PSF) GO SOFFIT CONNECTION DETAIL SCALE 3" = 1'- 0" z A p l s e EMB. l J. J l 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063-T6 GLASS OR DOOR 2"xYx.093" ALUM. STUD ANGLE HAX. PANELLENGTH . 5'- 6" MAX. 1/B" TILE FINISH MATERIAL II ! 3/4" PLYWOOD 2" x 4" x 1/8- CONT. ALUM. TUBEE6063-T6) 1/4"4 RAWL CALK -IN 9 7" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW 0 12" O.C. W/ 1-1/2" MIN. EMB. IN WOOD. WOOD SMALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2"0 THRU BOLT 12" O.C. 1/4"0 RAWL CALK -IN *12- D.C. WITH 7/8" MIN. EMB. IN CONC_ OR HOLLOW BLOCK OR 1/4"0 LAG SCREW t 24" D.C. W/ 1-1/2" MIN. EMS. IN WOOD WOOD SMALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER MAX. DESIGN LOAD s 72 PSF) OH " PASS THRU" DETAIL SCALE : 3" . T-O" 1 EXISTING CONCRETE OR HOLLOW BLOCK nr 1>•1 SOS rkl.K.NENO lig = -___J Er N14 SMS e! 12- O.C. -/ II ALT. LESS OIRECTION EMBED.} TWO-1/4"0 THRU BOLTS 2"x3"x1/4'xD'-8" 6063-76 ALUM. ANGLES FOR 2" x 9" x 1/8" BEAMS USE 2- x 3" x 1/4" x 0'-8- 6063-T6 ALUM. ANGLES FOR 2" x 5" x 1/8" BEAMS Tv STORM PANEL Tf ALUM. BEAM 1SEE SEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 3 MAX. HORIZONTAL SPANS) 1/4" MAX. THREE 1/4"0 CALK -IN ANCHORS 3- O.C. W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3" MIN. EDGE DIST. USE THREE ANCHORS FOR 2" x 5" x 1/8" SEAMS TYPICAL FOR EACH ANGLE MAX. DESIGN LOAD t 72 PSF) HEADER MOUNT DETAIL K SCALE : 3" = 1'-0" 01 /27'/99 10: 43 LENGTH BEAM SCHEDULE DESCRIPTION PANELLENGTH BEAM SPAN 2" x 5- 5,_0" 9'-5" Tw ..125" 8'-0- 8'-1" Tf ..125" 2" x 9" 5•-0" 15'-11" Tw ..12S- 8'-0- 13'-7" Tf ..125" 2" x 2" x .093" ALUM. STUD ANGLE --- 1 z N INi Xa 2 n 5/16" of RAWL CALK -IN 5- O.C. W / 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16-18 MACHINE SCREW 2" x 5" x 1/8" CONT. ANGLE 6061-T6 ALUM. W/ 1/4"0 STUD qo 12" Q.C. NOTE: THIS DETAIL MAY 13E USED AT TOP OR BOTTOM OF PANEL. MAX. DESIGN LOAD t 72 PSF) O EDGE MOUNT DETAIL I SCALE : 3" = r-0" 41, 2" MIN'. f1 v I EMBED. 1 2"" MIN. i 1/4.-20 MACHINE BOLT WINGNUT 6" O.C. FOR TYPE I&IIOR(P12" D.C. FOR TYPE III 2" x 2" x 093" OR Y x 5" x .093" STUDDED ANGLE --/ 1/4"0 RAWL CALK -IN # 6 - 0 C. W/ 1/4-20 MACHINE SCREW W/ 7!8" MEN. EMBED. 81 CONC. OR HOLLOW BLACK STORM PANEL MAX: DESIGN LOAD a 72 PSF) OL ALT. TRAP MOUNT DETAIL SCALE : 3" = T-0" MAX. ENGTH L i N i 4- STORM PANEL — 1/4-20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION # 12" O.C. 2" x 2" x .093- STUDDED ANGLE EMBED. . i NELLENGTH p a a Z X a a 0H a FASTENER, SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" 2" x 3" x 1/8' OR 2" x 5" x 1/8" CONT. ANGLE 6063-T6 ALUM. ITYP. TOP BOTTOM) NOTE4 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. MAX. DESIGN LOAD t T2 PSF} ANGLE BUILD -OUT SCALE ME imommiems N Q >pg:•.i M` rI OP z 'IA w • i-1 „+ -a 4 itrikt zZ na 2 re Mo rri 0 ORNOINEINIEB t i I j c aI j 01/26/!9 f drawn by I as r+orcn, Mc design by 1 Checked byl Vex I Vnc drawing no. 99-©36 armor 3 of 6 9 ti TWO - 5/16"e CALK -IN CO 3-1/6- O.C. W/ 1^ MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4" HEN. EDGE DIST. W/ S/16-111 MACHINE SCREW 4 F EXISTING C.B.S. 2- x 2- x 6063-76 CONT. ALUM. TUBE 7 2" x 2-2.093" STUDDED ANGLE 412 SMS E2- O.C. 2" x 7"x 9'-7" MAX. Tt=0.13-, T=m0.055" 6063-T6 ALUM. LAP BEAM 2^ x 3" x 1/4" x 0'-6" 6063-T6 ALUM. ANGLE TYP. TOP I. BOTTOM) TWO-1/4-20 MACHINE SCREWS ALT. LEG DIRECTION b 2" x 2" x 093" STUDDED ANGLE 1/4-20 MACHINE SCREW 138 6" O.C. 1/4"P RAWL CALK -IN W/ 7/B" MIN, EMBED. IN CONC. OR HOLLOW BLOCK kplo 6- O.C. NOTE: THIS DETAIL MAY BE USED AT NOTE: THIS DETAIL MAY BE USED ATTOPORBOTTOMOFPANEL. TOP OR BOTTOM OP PANEL. MAX. DESIGN LOAD z 72 PSF) ( MAX. DESIGN LOAD : 72 PSF) STORM PANEL SUPPORT BEAM0SCALE : 3- = 1' EXISTING STRUCTURE N a FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" 4 SEE SEPARATION fL" FROM BLASS SCHED. TABLE 2) l GLASS OR DOOR I Z JW 1 N J Z Zm W <4 r . O I- R NO X WZWV Z-y 1 1/4"m THRU BOLT 115 T2" O.C. ANGLE TO ANGLE CONNECTION 1/4"so RAWL CALK -IN 61 11" O.C. W/ 7/6- MIN. EMBED. INTO CONCRETE W/ 1/4-20 MACHINE SCREW-7 2- x 2" x .093" STUDDED ANGLE T MIN. Y- t% // m 1/4-20 MACHINE SCREW Z STUD S. WINGNUT g,U 6" O.C. FOR TYPE I Zr II AND ( 12- O.C. FOR TYPE 01 2" x 1-1/2" 51x 1/B" 2" x 2" x .093" ' ;, V4-20 MACHINE SCREW STUDDED ANGLE STUD b WINGNUT .g) 6" 0-C. FOR TYPE I It, 8 AND 12- Q.E. FOR TYPE III 6 2" x 2" x .093-1 1 STUD ANGLE 1t 6063-T6 ANGLE — NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. MAX_ DESIGN LOAD l 72 PSF) 65) 2" x 2" ALUM. TUBE BUILD -OUT STORM PANEL BUILD -OUT SCALE : 3- a i'-0" O SCALE : 3" . 1'-0" 1/4-20 S.S. MACHINE BOLT b WINGNUT (A PANEL MtOSPAN / OR 01 51" D.C. MAX. MIN. Z- x 2- x .125" CONT. 6063-76 ALUM. ALLOY OR 18 GAUGE GAL V. STEEL ANGLE STORM PANEL DIRECT MOUNT DETAIL © ALT. CORNER DETAIL SCALE : 3" = 1 -0" SCALE STORM PANEL o V n m v t+ Q O co ti; q W M O0 a F 0. Q U 0 O a co • ni q Q Wz ad z 0z 7 N 0 u W N t.3zO 0 W m Z 4 L.) N Q m N O W m Z Y, PI r X a a w a • Q °° 0 z W° 'z z t7 , 6en cc a • a E of f 3 81999 01/26/99 cslr Ii ht•=wn by AS 'or YLP MC d.Ls+9n by i cn:ckad by V/K ;` VIA cra.rhaq ma. 01 /27/99 10: 44 99-036 hoof 4 of 6 TABLE 1 - STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ U" HEADERS, "H" HEADERS W/ STUDS @ 6" O.C. STUDDED ANGLE MOUNTS, F" TRACK MOUNTS W/ STUDS p 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. TOP & BOTTOM) STUDDED ANGLE MOUNTS, F" TRACK MOUNTS W/ STUDS p 12" O.C. DIRECT MOUNTS W/ ANCHORS (a 6" OR 12" O.C. TOP 8r BOTTOM) L max. FT -IN) L max. FT -IN) L max. FT --IN) 30.0 8-5 11-4 11-4 40.0 8-5 11-1 11-1 50.0 8-5 10-6 10-4 60.0 7-9 10--0 9-5 65.0 7-2 9-10 9-0 70.0 6-7 9-8 8-8 75.0 6-2 9-6 8-2 80.0 5-9 9-3 7-8 90.0 5-2 8-9 6-10 100.0 4-7 8-3 6-2 110.0 4-2 7-11 5--7 120.0 3-10 7-6 5-1 130.0 3-7 7-2 4-9 140.0 3-3 6-8 4-4 150.0 3-1 6-3 4-1 160.0 2 - 10 5 - 10 3 - 10 - 170.0 2-8 5-6 3-7 180.0 2-7 5-2 3-5 190.0 2-5 4-11 3-3 200.0 2-3 4-8 3-1 NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. x ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD W) PSF) ACTUAL SHUTTER SPAN (L} FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE INCHES) MINIMUM SEPARATIOtl1 FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE INCHES) W/ BAR BOLTS NO BAR TYPE III ONLY) W/ NO BAR 40.0 5 - 0 2-1/2 2-1/2 1-1/8 8- 5 2-1/2 2-1/2 1-5/8 8- 8 2-1/2 2-1/2 1-5/8 11 - 4 2-3/4 3-3/4 2-5/8 50.0 5- 0 2-1/2 2-1/2 1-1/4 8- 5 2-1/2 2-1/2 1-3/4 8- 8 2-1/2 2-1/2 1-3/4 11 - 0 3 3--3/4 3 60.0 5- 0 2-1/2 2-1/2 1-1/4 8- 5 2-1/2 2-1/2 2 8 - 8 2-1/2 2-1/2 2-1/8 10 - 0 3 3-3/4 3 70.0 5- 0 2-1/2 2-1/2 1-1/4. 8- 5 2-1/2 2-1/2 2-1/4 8- 8 2-1/2 2-1/2 2-3/8 9- 8 3 3-3/4 3 80.0 4. - 0 2-1/2 2-1/2 1-1/4 8- 5 2-1/2 2-1/2 2-3/8 8- 8 2-1/2 2-1/2 2-1/2 9 - 3 3 3--3/4 3 90.0 4- 0 2-1/2. 2-1/2 1-1/4 6 - 0 2-1/2 2--1/2 1-3/8 8 - 9 2-3/4 3-3/4 2--3/4 4- 0 2-1/2 2-1/2 1-1/4 100.0 6- 0 2-1/2 2-1/2 1-1/2 8 - 3 2-3/4 2--1/2 2-1/2 4- 0 r 2-1/2 2-1/2 1-1/4 110.0 6- 0 2-1/2 2-1/2 1-1/2 7 - 11 2--1/2 2--1/2 1-1/2 4- 0 2-1/2 2-1/2 1-1/4 120.0 6- 0 2-1/2 2-1/2 1-1/2 7- 6 2-1/2 k 2-1/2 2-1/4 4c, m • ?' am E t+ W a r a a a L u"r- a a F w A 0 m > a_ W f 1 N Q m W i LL z w ti X p. a a o LL. a a " a w z r o to m z r ra a 4) o OMMMEMEMMOND n G1 ,b M I" ga C)426 154 El 04 ZE"4 40.4 0.1 4.. bi/26/99 y COLa f dr•wn h Y ns O. L_D I1 MCI i deugn ch•ckad by I VJK VJK drawing no. 01 /27/99 10: 44 99-036 n.er s or a pIVILMcm DIAncL)uLL. FASTENER MAXIMUM SPACING CINCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS w 17 a Z D Jin R IIX hi 1p ANCHOR TYPE LOAD W) PSF MAX. 2e EDGE DISTANCE W EDGE DISTANCE 5'-0" MAX. SPAN 8'-5" MAX- SPAN 1T-4" MAX. SPAN 5'-0" MAX. SPAN 8' 5.' MAX. SPAN 11'-4" MAX. SPAN 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 02 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4k 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4,5 48 12 12 12 12 12 12',10 11 9 12 12 8 6 9 12 12 12 12 12 12 12 12 11 12,12 6 12 8 11 r 62 12 12 12 11 12 1 15 8 7 9 12 i 6 5 7 12 12 12 12 12 1 7'Al2 8 12 12 4 10 6 9 vt"r`1PDriER3lRA1rL 72 12 12 12 10 12 12: 4 7 6 B 12 4.;:.* S 4 6 12 12 72 12 12 12 5 12 7 10 12 3 9 5 7 CALK -et W/ yr DIM. 3 V4-20 SIDEWALK BOLT 92 12 7 9 7 11 121 3 5 4 6 12 S7 4 3 5 12 9 12 9 12 12 3 9 5 8 12 3 7 4 6 f3/4^16 MEAD) 200 12 4 3 5 121 4 3 5 12 S% 4 3 5 12 3 7 4 6 12 3 7 4 6 12 3 7 4 6 48 12 E112 7 110 1Z 4 8 4 6 12 6 3 4 12 12 12 8 11 12 5 10 5 6 12 3 7 4 5 62 1210 11 5f8 12%6 3 4 9;4 3 12 12 12 6 8 12 3 8 4 5 10.;%6 3 3f 12 6 9 4 , 6 10 j 5 .1% L. e 1. 3 12 7 11 5 7 12 3 4 9 5 372 1/4-6 pOWERS/RAWL ZAHAC NAIL -IN W/ 92 12 3 7 I3, 5 a; l8 % 4 ..,;.4. 3 7 G%/ 3 r; iY 12 4 9 4} 6 9 , 5 3 3 7 %/ F 4 1-1/I' MIN. EMBEDMENT 2 00 7 3 V /- 1 7 j 3 rf/ 7 3 . 7 4 / 7 ». 4 j', f 7 ', 4 l i 48 12 12 12 a 1012'4 7 5 6 11 5 3 4 121212!80012 4;8 5 6 12 6T3 4 OI 8141,1111N111411VB- 62 12 10 9 6 1 7 16 12 j 5 3 4 9 4/ f/; 3 12 11 111 6 1 8 12,• 6 4 4 9 i'5 S 1 3 3 T/4'r ELCDLE/ 72 12 6 8 5 10// 5[,3 4 7 3 f'' 12 6 91 5 1 6 j 10. 4 3 MINELM ED. w/ 1-1/L' MIN. EMBED. S. 1/L-20 92 12 3 6 4 5 1 8 j 3 Uf 3 6 3 f,/j/i 5` 12 3 7 4.15 e %; 3 z SIDEWALK SOLT 2" 6 3 2 ti/. 6 0 63% 6 3 7 M 3 W y/j 7. Z(/// r/ Ly 48 12 12 12 8110 12i 4 7 5 6 11% 5 3 4 12 12 121 8!13 12144 8 5 6 5:/ 12 1/,' 1 6 3 4 i R111i'{1SH{1141{411llw., 62 12 10 9 6 i 7 12 f j 5 3 4 9 4 3 12 11 11 1 6 1 8 12 r 6 4 4 9 r! 5 3 3 1/4"r ELCD MALE 72 12 6 8 5€ 6 i 10 f 5! 3 1 4 7 3 7Z 6 9 5 6 10 /; 5 3 4 8 '' f I;/ 4 b' 3 v E E =„;/ 4- 92 12 3 6 4 5 8 Ij/ 3 l% 3 6 Y 3 j 2`e 12 3 7 4 5 8:';' 4 pi 3 7 P;%.3 200 6 4 3 2 %/ 6 // 3% 6 7 3 7 3 7 ; 3% 7 %, 3'' 48 12 12 12 10 12 12', 6 10 6 7 72 3 7 4 5 12 12 12 72 12 12 6 12 7 8 12 3 9 5 6 11011;lymal t ,1111:,a.*.. 62.'• 12 12 12 8 9 1 le 7 4 5 71 A9 5 3 4 12 12 12 9 17 1 1.449 5 6 12'% 7 4 4 72 12 8 11 7 8 12// 6 4 5 5 3 3 12 9 12 8 9 1213 8 4 5 11r 6 3 4 1-4- vMN. EMBEODMENT 92 12 4 8 5 6 10,// 5 3 3 8 4 3 12 5 11 6 7 11 ; 6 3 4 9 5 3 3 200 8 47A 3 9 r' 5 3 3 9 i,4 5 3 3 48 12 12 12 11 12 t2 } 6 8 6 8 1Z 3 6 5 5 12 12 12 1Z 12 12 8 12 8 10 12 4 10 6 7 till uumnl - 62 12 12 11 8 10 12 3 6 5 6 12 5 3 4 12 12 12 11 12 12 4 10 6 7 12 7 4 5 1/ L'r DYIaABOLT 72 12 8 9 7 9 12 j( 5 4 5 10 4 4 3 3 12 10 12 9 11 12 33 9 5 6 j 6 4 4 SLEEVE ANCHOR 92 12 8 7 5 7 11 e 4 3 4 9 r i% 3 f 3 12 6 12 7 8 12 7 4 5 12 11 5 3 4 EMBED. 200 9Y'3 A 3 9 %, 3 F' 3 9 3 3 11 g 5 3 4 11, 5 3 4 11 5 3 4. 48 12 12 12 12 12 12' 9 10 9 11 12 5 8 7 8 12 12 12 12 12 12 11 12 12 12 12 6 12 9 10 62 12 12 12 12 12 12j 5 8 7 9 12 3 6 5 6 12 12,12 12 12 12 6 12 9 11 12 4 10 7 8 72 12 12 12 11 2 121 4 7 6 7 12 5 4 5 12 12 12 12 12 12 5 11 8 9 12 3 8 6 7 V4- IIPOWERS/RAWL DROP - IN i i3/4'r HEAP) 92 12 7 9 8 10 2,,,,i,...;., S 5 6 12 4 4 5 12 8 12 10 12 12 3 9 6 7 12 G 7 S 6 w/ t_ yt MIN. EMBED 200 12e 4 4 5 12G' 4 4 5 12¢/ 4'4 5 12 j 7 5 6 12 i///i 7 5 6 12 7 5 6 48 12 12 8 5 1 6 10 3 5 3 3 7 iijjj// 3 12 12 11 6 7 11 3 6 3 4 8 j 4 ;!, 3 62 12 6 6 4 1 5 7 /'4/%; S«'' 12 7 8 4 5 8% 5 3 6v 3 if11 ;li1tC1111P441111!L1i11 72 71 5 3 4 6 l!! 3 j 5 r/ j/ 12 7 L. L. 7e. 4/,7 5 3 3/ 16". CLCO 7APCgt 1- 3/8- MCI. EMBEDMENTyy 92 8 4 3 5 %J` 07. 4 4 10 5 3 3 5 4 S i% .% 2ao 4//, r44f rd,/ 4Wt g 4/A. r 4.4 4.' j/..'4, ANCHG1i NOTE& 1. SPANS 7. LOADS SHOWN MERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST 8E LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING ANO CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN, 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S. MINI -UM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2- . w 4' (MIN.) WOOD STUD, WOOD SHALL BE SOUTHERN PINE G . 0.55 OR BETTER OENSITY. 01/ 27/99 1a 49 7- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH PtANUPACTURER' S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. i. V4-20 TRUSS HEAD BOLTS MAY Be USED IN LIEU OF T/ 4-20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. FT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT 10 6" OR 12- SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE_ ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w 0 a ZD N'-+ 7C IC Irk ANCHOR TYPE LOAD WI PSF MAX- 2• EDGE DISTANCE 3- :DOE DISTANCE 5•- 0" MAX- SPAN e'- 5" MAX. SPAN it- 4" MAX_ SPAN 5'- 0" MAX. SPAN 8.-.. 5** MAX. SPAN 1T- 4" MAX. SPAN CONNECTION TYPO 1 2 3 4 5 CONNECTION 1 2 TYPE 3 4 1 5 CONNECTION 1. 2 TYPE 3 4 5 CONNECTION TYPE 1, 2 E 3.-..4 5 CONNECTION TYPE 1 I: 3 f 4 5 CONNECTION TYPE 3' 2 '; ., 5 1! 4'r PDWERS/RAwL CALK - IN W/ 7/1" EMBED L 1/4-20 SixwALK BOLT 13/ 4-6 HEADI EnlininliZi 2 121// i©12;12,12i7;1112'S,10'4 6 12// i1:E4 a 10 cici lElrfG© ri 2 6 : 8 12' 3 7 ' 3 5 mom] 12; 5 7 • 4 5 y 6- 3, y 1217i,11 i5 7 i11 613 4 6' 4' 92 72 3 5 : 3 4 5 % I j12 3: 8 14 5 9 ; 5 % 3 7 ,, 4 209 5 / 99. 5 f: jjj 7 01{I 4 r y 7 % 4 .' , 7 // 4. 48 12!1210.5 6 7 •4/, 12i12!1216 7 1113 7'3 4 8'7 5/%J 62 12 6 8 4 5 8 4 y % 3 5 f i3% 12 7, 9! 4 5 9 // f 5/ 3 6 - 4 i i i 72 11 - 4 7 3 4 6 Y/ 4 7 5 0% 3 .•, 12 4. 8 4 !. 7 i 5 S C'Y'_. 3% J1! 4'0 POWERS/BAWL 21/ MAC NAIL -IN W! 1- 1/8' MIN. EMBEDMENT 92 9 % iZ f' 5 '%. 3 5 V 3 V„ j4/ 19 V/I 6; 3: 3 i 6 3 54. 3 : j 200 4 '.:"•/ 4 i!)/• 4 ,%; j• t'/ ii` 3 / ' 5 .%'! l%0', S /, 3 :/5 5 .. 3 '/ li` 48 12 12 12 8 10 12 4 7 5 6 11 -' 5 3 4 12 : 12 12 8 10 12 4 8 , 5 6 12 /' 6 3 4 62 12: • 10 i 9 6 7 12 j 5 3 4 9 j, 4 3 12 , 11 11 1 6 8 12 l•j 6! 4 L. 9 5' 3 3 U p 4 T/ 4-r PANELMATE 4{ H1f41{{l{l11{}1'. ELCO FEMALE W/ 1-1/4- EMBED. 3 1/4-20 BOLT 72 12 6 8 5. 6 10 5 3 1 4 7 r 3 12 6' 9 '1 5: 6 10 5: 3 4 8 ; 4 1 3 92 12: 3 6 4 5 8 3 3 6 3 .'//• 12 3; 7 i 4. 5 S %,f 4% 7 3 7 3MIN. 200 6 %';_; 3 2 63 f/ y 6/ = 3 z''- Y,/" SIDEWALK7W3r," 7 /V 3 ; 7 3%1• f s4812,12,12 8 10 12 4 7 516 11"' 5,3j4 12 1212 8 1012 4!8 5;6 12/ 6 ' 3 4 62 12 1D 9 6 7 12 S 3 4 9/ L. f- 3 12 ; 11 ' 11 1 6 8 12 j 6 4 4 9 ; 5 3 3 G-*!11V10,M.t11111141111111i11>r U o S t/ 4^e ELCo HALE PANES ATED / r1/ 4" 72 12 6 8 5 6 10 j 5 3 4 7 /, J 3 / j 4 12. 6 9 E 5 6 10 / S `. 3 4 8 4 ; 3 92 12! 3' 6 4 8% 3 3 6 j: 3 ''' 12 3 7 11 4 5 8 %4 4 : 3 7 . 3/,, 200 6, 3 2 r5 b j 3 7 /[3 7 3 i 7 3re 1P1114111111dS111111111144 .':-- 48 12';12 7 4 6(/3 12,12 9 4 5 9 • 5,/, 6/a4 62 10 S 5 3 4 116!7 314 7%- 4 5 3/ 72 9 3 5%/, 4v 1013 6I3i3 6"/' 3+7; 4 1/ 4-0 FTW TAPCON W/ 1- 1/4' MIN. EMBEDMENT 92 7 ii1 3 %, 3 8 /I 4 F 3 14 -:''''V 3` 200 3 ,44, 3 f j, 3 /. 3 1, f,y 3 /, r?' 4812;12 8 4 5 i 6 3 12`12!12 5 7 11! 3 7 L3 8 / 5 r• A 3 1441114141H 1 1Y4" 0DYNABOLT SLEEVE ANCHOR W/1- 1/8" MIN. EMBED. 62 1. 1 5 6 3 4 S Siiiii ,/ 12' 7 9 4; 5 8 / 5 f 6 //, 4 J• 72 9 3 5 3 3 4A 1 12':'4'8 3=4. 70 4/ 5 3 92 7. 4 j 7 x-Frer r 7 r 9 i 6 3 3 r S/ 3/ UU/}5 4/ 200 3 j' 4, j 3 f/, / 4 • 3 r 4 f 3 %/: iMgR1P,111ii1114141141t: 133/IT MIK EMBEDMENT 48 12 i 12 6 3 i 12, 12 8 4`', 5 8 4/ 6 3 S 62 9'. 4 5 3 r4 AA ri FA 10$5 6 3;4.6S 3y 4 72 e % 4 ,4.- 5 7i 9' i 3 3 5/ y 4 r VO i 7 f G• y 3 •% 200 3 / A`• 4 48 797/ r/ 0 12 12,12112.12 12.9 12 9 11 12, 5'12 7' 8 WinA11111111111111111 62 v; ' Y „ 12 : 12 ', 12 12 12 12 ; 5 12 i 7 8 121 3 9 5 6 I y2' SCREW RODI 72 ' V// r r rjrr l y r Y'• i 12 12; 12 10 12 2' L. f0I 6 7 12,. 8 4I 5 1/4_ 20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 2- Mt EMBED. 92 r V ". i 5 f/f 1 2 6 f2 8 10 f 12 / 8 S 6 yf r/ ; 12 / 6! 4 i 4 r..' 20012 6 4 4 i 12 /'/ 6 4 4 12 „.. 6 4 ' 4 FASTENER SPACING ( INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FORVARIOUSDESIGNw4• EDGE DISTANCE 0 a' wI.. LOAD 5'-0" 8'-5" 1T-4" Vt 3 ANCHORTYPE WI MAX. SPAN MAX. SPAN MAX. SPAN X G: I PSF CONNECTIONCONNECTION CONNECTION vl MAX. TYPE TYPE TYPE 1 2 3 415 11'0 !4;5 I 1!23' 4.5 1 /4" MIK 48 12 12, 12 12 12 121 9' 9110'12 121 5 7 7' 9 f 62 12 12,12 12 3 /2 12 5' 71 8 9 I 12 131 5' 6 7 1 111111114n41t11ss444luOA. I I 72 12 12 10 Iti12 12 4'6I6 8 12'.:4 5!6 w 1,'4" A W000 LAG SCREW w/ 1-3/ 4" PENETRATION 92 12 7 8 9 1, 10 12 3 J 4 5 r5 ;, 12 2 SMEAR PARALLELTOGRAIN) 6 L L. i 5 20D 12 :.••:, 4 4 5 j 12 61 4 ! 4 . 5 1 12 ; j ' L. . 4 i 5 O O O 1-3/4" MR* 48 12 1Z 12 1Z ;12 121 9 ' 7 ! 1O . 12 12 5 5 7 : 9 62 12 121 9 12'1 12 121 5 5 1 8 9 12 3 4 6 1 7 Mill111PIIII714S1111111riiPI1 t/4" r WOOD LAG SCREW W/ 1-3/ 4" PENETRATION NS A 72 12 12 i 8 11112 12 I 4 1 5' 6 8 Li•i 12 r/;; 3: 5 1 6 92 12 7 6 9 10 12 3 i 3 5 1 6 12'= ;., 3. 4 1 5 TO GRAIN/ 200 12'"•, 3 4 5 12 r4 3 4 1 5 12 ( 3 4 5 V.1 PROFESSION Le L9 : 01/ 26/9J91 1 dram by Yet, +Cj I design by- i chgcke. b vVJK JI VJK drawing no. 99- 036 7 sheet 6 of 6 } A.D.P.T., inc. (305) 254-7658 IN 11 1111 1111 1111 iu 4e" 1111 607817 RtAA.A.0V 7), 7-1>e4.4,, FoNyNej,5 t(2.4, R4 l' AQuAN) e2Ars, 6 5•IL•ou 770.0 77.;,7-17 f's ;7:4 1111111111111111111111111111111111111111 415847 Box No. 487 99080377 5500 BANYAN DR. THE CITE' OF CORAL GABLES, FLORIDA Moe o'rftans. Dion Finance Department 405 Bonnie Way Tel. 460-5303 Contractor Building Release Form P.O. Draw 141549Pas. 460-5371 CbniGrll.01.313114 This form must be completed, as stipulated and required on the "Application For Building Permit," and returned to the license section of the Finance Department for processing at least ten (10) days prior to completion of work. It is understood and agreed that a "CERTIFICATE OF OCCUPANCY" Will Not Be Issued, Nor Bond Monies Returned, until ALL CONTRACTORS and SUB -CONTRACTORS who actually performed work on the job, have been listed on this form. All such Contractors and Sub -Contractors :must provide a copy of State Certification (Florida) and an Occupational License from the county or municipality where place of businoss is located. Contractors and Sub -Contractors not licensed by the Department of Prafassional Regulation will require a Municipal Contractors Occupational License and Certificate of Competency from Dade County. PLEASE READ CAREFULLY., This form will not be accled by the Finance Department, unless it is filled out completely. and signed. (for lines not applicable place N.A. on form.) Keep a copy for your files and turn the original in to the License Section. EA License Inspector will be visiting your job site periodically to insure Contractors are properly licensed. Sub s s li ,i Ap No., Floor, Suite Permit Number: Application Number: 990 o 377 049056. 6 Description of work done: C,fer: Social Security Number: ain AIL /f../ Roves .267-67-93.57 Address: 1ty: y Property Folio No.: 570 God f0/00 Date: Phone Number: 1/4 9/zoo/ as k 5(7 State & Zip: aa Contractor/Builder: State 'fication No: Municipal Occupational License/Occupational License No.: R m Ai Cm/374 v c' C sG s9 O Address: City & State & Zip: Phone: 7 o G6 5'441 (it/ a /fir ,r t 8 3 / v'S 3.5- fvlo2140S7-03 License Office use only: THIS RELEASE FORM HAS BEEN CLEARED BY: WORK DONE: Structural Electrical Plumbing Mechanical Roof DATE: f O List below all Contractors and Sub -Contractors under the above Permit number: CONTRACTOR: LICENSE NUMBER: A7/ c...k CoNSr``2 io 6 363 0 335" Rew-ei Re#v.ve72- dr/c i6c U . , . 06 3i639 7 9/ Swimming Pool Carpentry Concrete Work 13v6:°s7'c A f 5 P/v/r r 6 /A/c, CenP e ? • Kap 2 Colt/ di 7 , o' v rC /170Ivr' /R/S 4-4,C,17 as3s oo /6 155g7 N •y dG3o3o 33,- Masonry/Blocks cj ri fd 61 Ns c i` % . /A) D0303(.2 3 3 6 Demolition I a Foundation n u Septic tank AA (117(,Igeivitt /Of 2fJ,v 44141- et 3 6,8(0 221 Windows c41fnuor (,-soi-e,e,c i/->' eO303D 385— Doors A if sJ Fences Gr if Steel Placing 1' Plaster/Dry Wall if k Steel Erection k y Painting h If Paving y if h Fire Sprinkler Al/it Flooring Pile Driving Elevator A1/41 LPG/Gas 5U it/ GR- 5 466 . 74,4 73 g . Insulation C / c-6 /frt o/r t 0/1/54e/4 s. 00 3 o 3 D 3 9 .s Awnings 7 At Signs fj-0 Tile Guniting/Pres. Grout A3/44` REMARKS: DAY LABOR: Where this a of work is performed, the employer is bound by law to withhold from the employee's pay certain ded tions for social security and income taxes and to make a return thereof to the government. Also other requirements are compulsory for the employer as to Workmen's Compensation insurance and/or Unemployment Compensation -Insurance. Therefore, to support the performan a of work on a day labor basis it is required that you submit a copy or copies of certain documents to substantiate your claim. This form must be completely filled out and signed by Contractor or Owner. In the event it is not completed in full, it will be returned to you or it will be held until someone contacts this Department. I hereby state that I am the owner -builder of the above and that no general contrator was employed in any way whatever, and I hereby request that occupancy be permitted for the above property. Owner Builder: I hereby request that occupancy be permitted for the above property. Licensed Contractor: f, S 87 I o Rev. 1 /97 AdrAlr//4drirMAIPMOM 001. i06..5512SWF' Altil DA 55 NmrouFIER Rt - F I _ PLUMB I 07_ 3 2*Wi,i P1rTO SITE Al5DRESS 00041865 TYPE 2_ s QI OF CORAL GABLES INSPECTION REPORT INSPECTION CATEGORY PLUMBING SCRIPT! N-IN -E TI•N 1 -•,. a.. i7 TELEPHO E LAKE_`. 01. NyMBER C. COMPETENT ' T CK N NUM 0, E= VrigErliZER '(11401CONTR6L NUI"L'437+s,0 ' PERMIT OESCRIP71Qy I 9Y CODE 7 SADDITION ( 609 SO FT) GARAGEr COV ENTRY, TRELLIS, WALKWAY011111° AVER DR-14 4AY C8B i PROPERTY CODE 99 26686 99043366 OWNERS NAME 51060040100 LEGAL DESCRIPTION 5500 BANYAN DR CORAL GABLES FL 33156 M NDTr. i :: I"3 4..`La.;:: •: . I'.7R Ti 1fti Ei.S.r11;T-11111a III -Pair Ta7fMTera ARMANDO M S MARIA E ROUCO Ogg° i g CATE SCHEDULE_ STOP ALLY f I : HLRNAMDLZ r `UBI`H 1 U tf.YaFOVED PLAN NOT BEING FOLLOWED VIOLATQ9, MIZMNG LAW APPROVEDDUE ElREJECTED TO: VIOLATION oR NOT READY COMMENTS FROM THE INSPECTOR. THLRL 15 AN AUlDMAT11.; 4L I NSPLL: U I UN Ir EE FOR THOSE INSPECTIONS REJECT E 0 000° DATE INSPECTED INSPECTOR NUMBER 000 PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB REINSPECTION FEE WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. REINSPECTION FEE MUST BE PAID BEFORE RI -SCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SF:HEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: PUBLIC WORKS: SIGNATURE 460-- 524' 460.-5563 460-5026 Al- ArAr'"'A"""" 1. LEAVE AT SITE 2. OFFICE G. INSPECTOR COPY p, orMAYAIPWMA/MAVArer 65 1 2 1 D7 325sIr TTloSZE1519 PT8 k' ? COYOF CORALGABLES INSPECTION CATEGORY INSPECTION REPORT 4 SITE ADDRESS C}0041lb5 PLUMI3I NG TYPE RIPTI -IN 55d8N7 AN DR j IH L+C.O.L. NUMBER SPN YNKI F R 5KS IT-P1 1ELEPHONE QCOMMTENYII I V i 7 watsw, Ingdyin CAm6x0:2 1./ APPLICATION NUMBER 9 401 L`ONTRQL NUi®i r 45.L. i 1 99043366 PROPERTY CODE OWNERS NAME ADDITION (609 SO FT) r GARAGE. COV ENTRY. TRELLIS. WALKWAY PA'dI"ij ti1-c 'C VFWAY • i^Ir4 I r _ 51060040100 ARMANDO M & MARIA E ROUCO LE¢AL DESCRIPTIpN 5500 BANYAN DR 1110:=1EAMOnkijkaittEM CORAL GABLES FL 33156 DATE SCHEDULED I P T I NSP . BY . FiEPtNANDEZ r P OBERTO L / D0 STOP ALL WORK U APPROVED PLAN NOT BEING FOLLOWED VfOLA' i fl+ilNG LAW PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB REINSPECTION FEE APPROVED El REJECTED TO: VIOLATION oR NOT READY 0°°°° COMMENTS FROM THE INSPECTOR. x TtiEFiE I S AN AUTOMATIC of I NRIn'ECT I DN 'Ef FdR TH}5E INSPECT I OI iS REJECTED 11 5 nuAuFIER F{I - F TIVAI PI UMIA I N PERMIT DESCRIPTION 99060377 BUILDING & ZONING: 991Z6686 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL %ND SUBJECT TO FINE. REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO I-CHEDULE AN INSPECTION FOR THE NEXT DAY FIRE: PUBLIC WORKS: 4VA INSPECTOR NUPABER 3 SIGNATL3RI 460j J^/ S` --51245 460-5563 460-5026 1 LEAVE A f 81TE 2. OFFICE 3. INSPECTOR COPY ' A®Ar®AArArArAr®Ar®sww INSPECTION NUMBER CITY OF CORAL GABLES INSPECTION CATEGORY INSPECTION REPORT 04: d00001 kTF ADDRESS 7 , r 01•10111 TYPE r . % . i •7.IirL•iPD>33lp CONTRACTOR TELEPHONE M.C.O.L. NUMBER QUALIFIER TELEPHONC C. COMPETENCY M1°°°° 1 000000° 10.° VilgillIf 0. 4 01" 111. 64 PATE SCHEDULED A DATE INSPECTED 0100111° 1114 7/ 01111° 111 APPROVED PLAN NOT BEING FOLLOWED 109. 1° PERMIT NOT ON JOB ElAPPROVED PLANS NOT ON JOB REINSPECTION FEE1.1101.111 Lam! 011119111°; Illi' COMMENTS FROM THE INSPECTOR' WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. 101. 11" 11° 1° 661" 11. 4 REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. 4.', CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING a ZONING: FIRE: PUBLIC WORKS: INSPECTOR NUMBER SIGNATURE Ieg 4 VE E 4. bFFICE '. INSPECTOR COA gFAr.4r. ArvAPY PERMIT NUMBER r PS:IMR' OSSCRIPTION PROPERTY CODE LEGAL DESCRIPTION STOP ALL WORK VIOLATION OF ZONING LAW APPROVED REJECTED TO: VIOLATION APPLICATION NUMBER 9, c 7 13 OWNERS MAILING ADDRESS OWNERS_ NAME C# ITROL NUMBER OR NOT READY ArArrArArrnmAcemAirrArr 00° srrE ADDRESS el., 1-2, pivi/94/ E;ICRIPt10N-INSP,L_ 33 `4NTRACT6r Rii top' INSPECTION NUMBER 990706,77 CITY OF CORAL GABLES INSPECTION REPORT INSPECTION CATEGORY r I PERMIT HUMMER 1 PERMIT nE9CNN*now PROPERTY COPE LEGAL DESOMPTION 0101110--MINIEITTST=PFCM514 APPLICATION NUMBER 9W7 63g OWNERS MAILING ADOAESE. ATE SCHEDULED 01111° 1 ALL WORK APPROVED PLAN NOT BEING FOLLOWED VIOLATION OF ZONING LAW PERMIT NOT ON JOB APPROVED PLANS NOT ON JOB REINSPECTfON FEfr 11 APPROVED EiREJECTED TO: VIOLATION OR NOT READY 01. 6° COMMENTS FROM THE INSPECTOR. 011. 1111°.° 111°°"" 1° 11°°64 WORK OF THIS CATEGORY MUST CEASE UNTIL APPROVED CORRECTIONS ARE MADE. REMOVAL OF THIS CARD IS ILLEGAL AND SUBJECT TO FINE. REINSPECTION FEE MUST BE PAID BEFORE RESCHEDULING ANOTHER INSPECTION. CALL THE APPROPRIATE PHONE NUMBER TO SCHEDULE AN INSPECTION FOR THE NEXT DAY BUILDING & ZONING: FIRE: PUBLIC WORKS: 4 INSPECTOR NUMBER SIGNATURE 1 VE SITE FEATAIdi DO""'" 01° 161°; 01 TELEPHONE C. COI A ENCY C 1: 0010, 11 014 0° 4 11100 DATE 'WROTE) ' 7. OWNERS NAME TELEPHONE M.C.O•L, NUMBER ONTPIOL NUM9E8 1" WOOF i t4 zj 1, ye. . TAr4 14. NOTE: The quality of the Reproduction(spigital Image were affected by the poor conditions of the original MAP OF BOUNDARY SURVEY f? S CALE 1 "= xo r V E. age El'..d rC u--) a v zoo 0` r ibil r P " . r¢",v r_ r r- 16i r) P. ? L1S,tc. I--k) . l rrp f' 4 r 771 Cr, 4 7. SPE r A fret. tk,_k 0 r, I 1.1 cif thine b r A - iliALOM ArIF, PAL MUM KwrSproompic t-• CM( CR- GTor KA.1.1 c s s - CCILO= C* I - 010110 Oa- CL- CLEM CA - c root LMC as A4rtd IFF, V11-4 46 L 4 cow-0 t. Ir V OA V+ L • N- 1 91 N• ' h1 caueT DALE ORAMAOE AND 61040DIANCIL [ ARIPPT. EMt# o11o1 CWT.- 1.4.11110411' wJN - tp rp CR>tl Maw FI. E— FPNrAIRG magi ELEYAnor ill -' Wm) Pow FIP[ C AA1r1N Fir fel N0 a 6F. 30. 65(_ _I r I . IrK• -' SIM MAL rrx0,- RUM MAIL 4 OF= FT.- nxr. M: WE wEAi - IlEASUR N.- . MO M IMAlOX arxT awoa oks, CArN- CACIW AO f t.- fur ft7M P. C.- POPO OF esJormum. PAL- PONY Cr Pe ilea P. ac- PONT Cr Wa!' OO CANE P. M- PAW Prcwi. - PARKWAY. Pt_- A 14310 Vl31T Wave. PCOML PONT CP Qom. Pm, µ- PeawrOrT 0111PE 1CIED P.- NADI" NOW ACC.- MOM ALL- FRMAXMOL ROE.- RANGE. R/ V. triCHT Cr MAY, BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF 14 PA4 4s mi VK, AS RECORDED IN PLAT BOOK sri. AT PAGE T , LEGAL DESCRIPTION LOT 54 ' BLOCK SUBDIVISION: . 4-7 0 7" ADC /TI oil 7•D Nibi-tvape,C . l._A lie s z ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAN BOOK AT PAGE _ OF THE PUBLIC RECORD OF H' / -- P-6410, LOCATION SKETCH SCALE 1 ` a 1 o o' r 4 riliessl 1 60 11, 14 3 41t. 1W6J StiopaPios lad' t. PZ V E COUNTY, FLORIDA. N+ y,••y r zoo 34 rd 4Pi: 175 ' i1 3 s kd Rumor - if? 1. 1 J c a HrA1- iI-RAPE• . 33,45 y ' _ ' I } 0 4::"44k, S rDAZE OF FIELD SURVEY 4- l r 1,6 i tF r ." - DOD ZONE :AZ, COIATY Na. 1fG41% PANEL :MOUFFIX : ATE OF MIA I - d'ICIASE FIAKID : fa.D0 ' CEMINATION Or TH* Aa$TRAar Or TTFLT HASH TO PT ,o.DE To DrriatifDa =ORD= nerntumirrs It' ANY ammo TH.11 '' RON RIM LOCATION AND IDZNTTICATIGN OF t:': " _ T[I!B ON AND/OR AMMOSN? TO Taz PROPII:RFf irsss swum wum ' ' AsSUCHINFORMATIONusNOTREgusanD. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND FOUNDATION ANDUTIIIIESNOTLOCATED. FOR : 424. at-4(:)0 ORDER Ne. 9"8 U?,- V d9 _ CA# - 0 .- I ) v. 4- Zy - - $ k,1 V Gr4 C IVALTEft E. VEICCA. PROI'NERiONAL agi1R'nTON ANDNAPPNR Nwu101! surz Or n.OILDA NOT VALID 1?M= SIGNED & EIS SUL ARIBBEAN LANDSURVEYORS', INC. ALONG THE CENTERLINE OF 1 750 W. 5th. TERR. MIAMI FL. 175 Pi A/. q!- UALe. COUNTY, F'LOIiDA.• TELEPHONE(305) 7—6967 FAX(30 ) 7-714 LICENSED BUSINESSNo. 68 - PIM irr NA- « p1)4 T.- TAMC6IT TO.L- 1170-4CL TOP.- TOM1940, uZ- Muir gragierr w,- wExr. A - cpyrRuL AMpi n Building & Zoning Departmel 405 Biltmore Way, Third Floc Coral Gables, Florida 33134 TeI:305-460-5235 Fax:305-460-5261 www.coralgables.com MCOL # 725726 CITY OF CORAL GABLES BUILDING AND ZONING DEPARTMENT Permit Application Date: Application #. Permit Change: Q Change of Contractor Permit Extension Permit Renewal Permit Revision Permit Supplement Permit Type: LJ( Building Electrical Mechanical Plumbing Roofing Misc. App. to . DESCRIPTION OF WORK (PRINT): cytrw >4:1412ae0 PROPERTY OWNER: Name: 1. , -is t 0 (u Lt.. U City/State/Zip: No.: C1'Z CM-0 Address: GJ,;,,y„,„,..).„,,,Ag... ARCHITECT: Name: Address: City/State/Zip: Tel,. BONDING: Name: Address: Telephone No.: Master Permit #: Control #: g(f Project Information: Q Commercial: Residential: Linear Feet: Q Square Feet: Q Value of Work: Q PROPERTY LOCATION: Address: G,e['j etoAky r, Ted. 634-1163-,el- • Folio #: Lot: Block: Subdivision: Plat book: Page: CONTRACTOR: 6 t v-osd Address: I p X 4VE-.S(1(iv City/State/Zip: Lam- License No.: Telephone No.: cafi c-c34-1 (sos) Gz,z cte4=6 ENGINEER: Name: Address: City/ State/Zip(-- Tel.: MORTGAGE I..ENDER: Name: Address: Telephone No.: Application is hereby made to obtain a permit to do work and installations as indicated. I certify that no work has commenced prior to the issuance of a permit and that all work. will be performed to meet the standards of ail laws regulating the construction in the City of Coral Gables. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, AWNINGS, ETC The Historical Resources Department's approval is required prior to the issuance of a demolition permit WARNING TO OWNER: Failure to record a notice of commencement may result in you 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. 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. Signature of Owner 3( /LYNN,— The foregoing instrument was acknowled ebefore me 20_ by r is person lly known to me, l ) as ced NOTARY PUBLI tom• Y MMISSIQN # DD 247997 EXPIRES: November 15 2007 ntification, Signature of Qualifier l[ The foregoing instrument was acknowled d before 20_ by I is pers natty known to me, as,y n NOTARY P s identification, Form 1fll TFIE CITY OF CORAL GABLES BUILDING & ZON I NG DEPARTMENT BOARD DIVISION - BOA COPY RECEIPT FOR ARCHITECTURAL REVIEW BOARD FEE THE, BOARD OF ARCHITECTS MEETING WILT, BE REED AT CORAL GABLES CITY HALL cOMMI `=;SIC)N CHAMBERS Oti THE SECOND ;MOOR STARTING AT 8:00 AM AiyenS a Scheduled I`O;.. . B.O.A. appointment 13 ii`I.tI7i:'r. , Board of ,rchi f:-_i • sntimk}e Receipt number Receipt 1.late............... Location of job Folio Number Proposed structure Estimated value Applicant's name Applicant's address Applicant's city, state, zip Applicant's phone number Owner's name bf lR r ' ,s add re,.s ............. ,Or C)wner..s city. stale. zin 1-)Vuper ' s nhonf' number.. 12. /() 5 RE;h,F bmi l'.i•aI fee 00114I20 1 Late lee - 41.ltiiillLL1nq .l:})l)(ii i-11201 TOTAL. FEE CONTI1= if..F for 05/.12/05, Ytidr:? ,--t, 54342 05 / I 1 /05 5 500 BANYAN TRAIL 51060010070 REV TO 1404050440 400.00() MAR I O BRAVO 5939 SW 16 TERR. MIAMI FL, 33155 17861 255-0054 EUGEN I O COScF.1LLUELA &W ZADY CORAL GABLES . S . 33156 1F+ Payment Amount Payment Date 05/11/05 Payment Method C no 1822 BALANCE DUE Received By 7110\002573 Receipt No. 754342 20.00 50.00 70.00 r0.()0- 0.00 NOTE: PEES WITH * ARE CREDITED TO THE PERMIT COST. PLEASE RETAIN THIS RECEIPT FOR YOUR RECORDS Date SubmittE.d CITY OF CORAL GABLES BUILDING ::& ZONING DEPARTMENT APPLICATION FOR REVIEW BYRTHE BOARD DIVISION A copy of the action taken by the Board applied to will be mailed as directed below: Applicant: Zradies 37 n 1p/y!/$ T-'L 3 /65 Teiephone:7 Z5_62:654/ Board of Architects Review Preliminary Approval [See Board of Architects Preliminary submittal checklist: see note below] Final Approval [See Board of Architects Final submittal checklist] Final without Preliminary Approval Mediterranean Approval Preliminary Review Committee Interior Only/Administrative Concurrency/Committee Review Board of Adjustments Review See Board of Architects Final submittal checklist] See Board of Architects Final submittal checklist] Submit Board of Adjustment Supplementary form] Variance Appeal Ruling/Interpretation Approval Proposed Structure: e 4/lvcc Est. Cost $ Residence, Duplex, Addition, Sign, etc.] Owner: CeiGV,Jld Cd'Gu j S Owner Telephone: 7cf?5a Owner Address: /i5=5 14441)/ze)44 4:14/1g, 6.411 d 3 Job Address: • 77z16/L Legal Description: Lot[s]: Block: Section: PB/PG: Project Architect:*17.0Z j , %G Architect Telephone: Date[s] of previous submittals and actions: NOTE: Plans for preliminary approval with an estimated construction cost exceeding $25,000.00 will be deferred for a week in accordance with Section 23-5[a] of the Zoning Code, for posting of the property. See the "Board of Architects Policies and Procedures Manual" for information on the required submittals documents, and Section 22-4 of the Zoning Code. Check with the Building & Zoning Department for values in cost per square feet to be used in calculating cost of projects. Projects located in Cocoplum 2 or Gables Estates must have a stamp of approval from the "Local Board of Architects" prior to submittal to the Coral Gables Board of Architects. Plans submitted to this office are required to be picked up in the Building & Zoning Department, by the applicant , within fourteen [14] days after the Board of Architects meeting unless the plans have received final Approval by the Board of Architects in which case, they will automatically be processed by a building permit. Plans which are not picked up within [14] days will be discarded. The information provided herein is true and correct, and the application is being submitted with all of the documents necessary for review by the appropriate Board and the Building & Zoning Department. I understand that failure to provide the information necessary for review by the appropriate Board may cause my application to be deferred without review. The Historical Resources Department's approval is required prior to the issuance of a demolition permit. Applicant [Signature] Date: l`/5 APPLICATION #: CRITIQUE SHEET S' io JOB ADDRESS: / C' --_ a.r, {ate, I fal l APPLICANT: PHONE #: DATE COMMENTS INITIALS neu) otKumi eGval- z6. C-S6 net,o o 1000-t- 3i/o — 9(p o to 2.Zb"- ° (5 L/5-) - 320 Az/L oefet/tr.Odc,-S- ORIfivo srf-T- Oe- c Gip e„_9C„J l C;