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RE-CERTIFICATION
TS UNIT FEE ITEM SPACE HEATERS UNIT FEE S CENTRAL HAT ING / / ) A/C 011/0) CRARY - Am (CENTRAL) /0*1 / I N RIPS • OM O WORK 0,5 r IR/►ETER CHANGE per ij 14'LS REFRIGERATION RLETTS PROCESS AN) PRESS PIPING UFOER( CLIte TAWS ABOVE MOM TANKS U.F. PRESSLRE VESSELS 0- 1 -P STEAM BOILERS 1- 3 1'P KIT HATER BOILERS 3 " 5 HP I(CHANICAL VENTILATION 5- 8 If' TRANSPORTING ASSti L l ES 8- 10 HP ELEVATCRS/ESCALATORS 10- 25 11' F IRE SFR I NKLER SYSTE/6 25-100 FP COOLI TOWERS 100 If V IOLAT ION RE INSPECTION IERS - ANSFORbERS Wr5FORICIS N6FCRWRS SE C ML - ERS - 'LETS • • • ADDENDUM TO BUILDING PERMIT. APPLICATION (AN APPLICATION FOR BUILDING PERHIT MUST ACCOMFANT THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER`S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ITEM BATH TI$ 8 10E1 0!SHITASHR DISPOSAL OR INKIF6 FOUNTAIN FLOOR [RAIN GREASE TRAP INTERCEPTOR RAGE TOP LAVATORY OVEN L MJ4BT TRAY HATER HEATER CLOTHES WASHER MOTORS SHOVER S I POT/3 COW. S 118(. RES I OEFICE SINK, SLOP TEbf'ORARY HATER CLOSET LP IRA/ HATER CLOSET MOTORS OVER IFOIRECT WASTES A/C 111 WOW HATER SUPPLY T0: AIR I T I RELAY A/C UNIT FIRE SPRINKLER HEATER -NEW INST. GENERATORS HATER_RfpLA E i GENERATORS IAN SPR INKLER -AELI SW'MIK POOL WATER SERVICE SEVER a1nECTIONS UT IL ITT- SEVER UTILITY -RATER SEPTIC TAN( ERA INFIELO, 4' TILE/RES. PULP & ABNCON SEPTIC TAN( SOAKAGE PIT CU. FT. CAT(31 BASIN 13 ISOURGE ICU. 00AESTIC KU AREA IJRAIN ROOF INLET SOUR MATER HEATER FIRE STAIOPAPE POOL PIPING PLUMBING LAIN SPRINKLER SYSTEM GAS RNN& ICIER SET (GAS) GAS PIPIFG - 03/07/95 15:24 MSV UNIT FEE ITEM Sid 1 TCH GAL LIGHT OUTLE RECEPTACLES SERVICE TEM SERVICE SI SERVICE REP APPLIANCE MICAS OVER GDTORS OVER MJTORS OVER WTORS OVER M]TORS OVER MOTORS OVER STRIP HEATER GENERATORS 1 SPECIAL OUTLETS SIGN TU3ES SIGN TRANSF SIGNTI&EC. FIXTLRES ANTENNA TELEVISION VIOLATION RE INSPECT ION ELECTRICAL 004 MECHANICAL Permit 'Type (circle): ('i ly (1 'fcnanl /Lessee Nance Describe Work: 'I olal Fee Now Doe $ State v V 1 ' ' L) .1. N� {� %.J Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. EPOS a((-4 PERMIT APPLICATI Master Permit No. 1 2001 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tilleholder) F F:e e Phone /I Owner's Address 7/ S r 3 Zip 7 3/ Phone 11 .loh Address (where the work is being done) / ea A/rZ7' y� 977 ('ily ____Miami Shores Village County Miami-Dade Zip Is Building historically Designated YES NO (:'onfraclor's Company Name Phone 11 Conn actor's Address ('ilk' Slate Zip Qualifier Slate ('etlificale or Registration No. Certificate of Competency No. Archileet /Engineer's Name (if applicable) Phone 1/ Value of Work For this Permit Square Footage Of Work: 'Type of Work: ❑Addition ❑Alteration ❑New 111 Repair/Replace ❑ Demolition Q(9 1,4e,e_mil-i'7404- 4/ ****************************F Submittal Fee $ Permit Fee $ ,c© CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ ('ode Enforcement $ Structural Plan Review. $ g r d. C/c# (( ijIItitI on opposite side.) Bonding Company's Name (if applicable) Bonding Company's Address — City cI (15 /13/(13 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City APPLICATION APPROVED BY: State * *•,•4. . ** **** k*******4**** *********** * * * * * ***4 -1- 144 4.1.1 #*4.4* ** Zip Slate Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD) A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'I'w10E FOR IMPROVEMENTS TO YOI11t PROPER'T'Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition 10 the issuance of a building permit with an estimated value exceeding $2500, the applicant umsi promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to utiachu►enl. Also, a certified copy of the recorded notice of commencement must be posted al the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be changed. Signature - - -- Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before Inc this day of _ -- - , 20 , by _ , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did lake an oath. as identification and who did lake an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: _-- Sign: Print: Print: My Commission Expires: My Commission Expires: **** *** ***** *** 7th************ ************ ***** **** ********** icy:** l************ * *** ***** * ** * ***** *****h***...* ****************************4-I ************4 c2 \ a\O T Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/23/2005 Applicant: Owner: JOB ADDRESS: 180 NE 99 Contractor Local Phone: Parcel # 1132060132230 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -264 ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 1 BLK 17 LOT SIZE 45.000 X Fees: Description Amount FEE2005 - 2413 Building Fee $250.00 Total Fees: $250.00 Total Fees: $250.00 Total Receipts: $250.00 Permit Status: CLOSED Permit Expiration: 8/22/2005 Construction Value: $250.00 Work: 40 YR RE- CERTIFICATION OKAY AS PER CC Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/23/2005 Applicant: Owner: JOB ADDRESS: 180 NE 99 Contractor Local Phone: Parcel # 1132060132230 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -264 ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 BLK 17 LOT SIZE 45.000 X Fees: Description Amount FEE2005 - 2413 Building Fee $250.00 Total Fees: $250.00 Total Fees: $250.00 Total Receipts: $250.00 Permit Status: CLOSED Permit Expiration: 8/22/2005 Construction Value: $250.00 Work: 40 YR RE- CERTIFICATION OKAY AS PER CC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Account # 1112 Project # 800 RHS Technical Services 270 N.E. 123 Street North Miami, Florida 33161 Attention: Robert Schuler Sample Received: 18 /MAY /96 Sample Designation: BulkNssa9ple Analytical Results: ASBESTOS CONTENT Date: 21 /MAY /96 Page # 5 of 6 pages Sample Log # 5847 NVLAP Lab Code 101006 -0 Collected By: Client Rep. Sample Analyzed: 21 /MAY /96 submitted for analysis; Street Sample # 1112- 5847 -5: Client Sample # 5; Base Coat Plaster 1. Sample Appearance: Tan granular plaster 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? yes 4. Non - Asbestos Fibers: <1% cellulose fibers 5. Non - Fibrous Material: 60% mineral binders 25% perlite 15% mineral granules Cellulose fibers enisotropic, + sign of elongation, R.I. liquid tested: 1.550, Birefringence: medium, Pleochroic, incomplete extinction Advanced industrial Hygiene Services, inc. is accredited for asbestos fiber analysis through participation in the MIST National Voluntary Laboratory Accreditation Program (NVLAP) and meets the requirements of 40 CFR Part 763.87, Vol. 52, No. 210 dated Friday, October 30, 198T. Accreditation renewal date: March 31, 1997. Analytical Method: (Poter zed9light: microscopy for In with dispersions Building Materials" staining) Analyzed By: Bruce Merchette Laboratory: Advenced Industrial Hygiene Services, Inc., 2131 S.W. 2nd Ave., Miami, Florida 33129 Telephone: (305) 854.7554 This analysts report Is valid for sample 0 1112 - 5847.5 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ectfully Submitted, ce March tte, C Authorized ignatory AIMS, Inc. Acc unt 1112 Project # 800 RHS Technical Services 270 N.E. 123 Street North Miami, Florida 33161 Attention: Robert Schuler Sample Received: 18 /MAY /96 Sample Designation: Bulk sample 180 NE 99th Analytical Results: ASBESTOS CONTENT Non - Fibrous Material: 60% calcite binders 35% mineral granules 5% paint Date: 21/MAY/96 Page # 4 ofgg6 ##pages NVLAP Lab By: Client Rep. Sample Analyzed: 21 /MAY /96 submitted for analysis; Street Sample # 1112- 5847 -4: Client Sample # 4; Skin Coat Plaster 1. Sample Appearance: White granular calcite plaster with off -white paint 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? no 4. Non - Asbestos Fibers: <1% cellulose fibers 5. Cellulose fibers enisotropic, t sign of elongation, R.I. liquid tested: 1.550, Birefringence: medium, Pleochroic, incomplete extinction Advanced Industrial Hygiene Services, Inc. is accredited for asbestos fiber analysis through participation in the NIST National Voluntary Laboratory Accreditation Program (NVIAP) and meets the requirements of 40 CFR Part 763.87, Vol. 52, No. 210 dated Friday, October 30, 1987. Accreditation renewal date: March 31, 1997. Analytical Method: EPA/600/R•93/116: "Method for the Determination of Asbestos in Bulk Building Materials" (Polarized light microscopy in conjunction with dispersion staining) Analyzed By: Bruce Marchett• laboratory: Advanced industrial Hygiene Services, inc., 2131 S.Y. 2nd Ave., Miami, Florida 33129 Telephone: (305) 854 -7554 This analysis report 1s valid for sample tT 1112- 5847.4 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ectfully Submitted, ce March er ignatory AIHS, Inc. Account # 1112 Project # 800 RHS Technical Services 270 N.E, 123 Street North Miami, Florida 33161 Attention: Robert Schuler sample Received: 18/MAY/96 1/47 Sample Designation: Bulk sample submitted for analysis; 180 NE 99th Street Analytical Results: ASBESTOS CONTENT Date: 21 /MAY /96 Page # 3 ofgg6 pages NVLAP Lab -0 Collected By: Client Rep. Sample Analyzed: 21 /MAY /96 Sample # 1112- 5847 -3: Client Sample # 3; Skin Coat Plaster 1. Sample Appearance: White granular calcite plaster with off -white paint 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? no 4. Non - Asbestos Fibers: <1% cellulose fibers 5. Non- Fibrous Material: 60% calcite binders 35% mineral granules 5% paint Cellulose fibers anisotropic, + sign of elongation, R.I. liquid tested: 1.550, Birefringence: medium, PLeochroic, incomplete extinction Advanced industrial Hygiene Services, inc. Is accredited for asbestos fiber analysis through participation in the NISi National Voluntary Laboratory Accreditation Program (NVLAP) and meets the requirements of 40 CFR Pert 763.87, Vol. 52, No. 210 dated friday, October 30, 1987. Accreditation renewal date: March 31, 1997. Analytical Method: EPA /600/R-93/1161 "Method for the Determination of Asbestos in Bulk Building Materials• (Polarized light microscopy in conjunction with dispersion staining) Analyzed By: Bruce Merchette Laboratory: Advanced Industrial Hygiene Services, Inc., 2131 S.V. 2nd Ave., Miami, Florida 33129 Telephone: (305) 854-7554 This analysis report is valid for sample N 1112-5847-3 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ectfully Submitted, ce March t , CI Authorized ignatory AIHS, Inc, Account # 1112 Project # 800 RHS Technical Services 270 N.E. Street North Miami, Florida 33161 Attentions Robert Schuler Sample Received! 18 /MAY /96 Page Date: Sample Log #p 5847 NVLAP Lab Code 101006 -0 Collected By? Client Rep. Sample Analyteds 21 /MAY /96 Sample Designation; Bulk sample submitted for analysis; 180 NE 99th Street Analytical Results: ASBESTOS CONTENT Sample # 1112- 5847 -2: Client Sample # 2; Base Coat Plaster 1. Sample Appearance: Off -white chalky drywall material with tan' plaster 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? no 4. Non- Asbestos Fibers: 10% cellulose fibers 5. Non - Fibrous Material: 50% calcium sulfate (gypsum) 25% mineral binders 15% perllte Cellulose fibers enisotroplc, + sign of elongation, R.I. liquid tested: 1.550, Birefringence: medium, Pleochroic, incomplete extinction Advanced industrial Hygiene Services, Inc. is accredited for asbestos fiber analyst& through participation in the NISI National Voluntary Laboratory Accreditation Program (NVLAP) and meets the requirements of 40 CFR Part 763.87, Vol. 52, No. 210 dated Friday, October 30, 1987. Accreditation renewal date: March 31, 1997. Anelyticat Method: EPA /600 /R -93 /116: °Method for the Determination of Asbestos In Bulk Building Materiels" (Polarized light microscopy to conjunction with dispersion staining) Analyzed By: Bruce Merchette Laboratory: Advanced Industrial Hygiene Services, Inc., 2131 S.W. 2nd Ave., Miami, Florida 33129 Telephone: (305) 854.7554 This analysis report is valid for sample A 1112-5847-2 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ectfully Syblsitted, ce March tth, CI Authorized ignatory AIHS, Inc. Advanced Industrial Hygiene Services, Inc. All Facets of Industrial Hygiene Service Account # 1112 Project # 800 RHS Technical Services 270 N.E. 123 Street North Miami, Florida 33161 Attention: Robert Schuler Sample Received: 18 /MAY /96 Date: 21/MAY/96 Page ple 1 of Log6 pages Sample # NVLAP Lab Code 101006 -0 Collected By: Client Rep. Sample Analyzed: 21 /MAY /96 Sample Designation: Bulk sample submitted for analysis; 180 NE 99th Street Analytical Results: ASBESTOS CONTENT Sample # 1112 - 5847 -1: Client Sample # 1; Skin Coat Plaster 1. Sample Appearance: White granular calcite plaster with blue /gray paint 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? no 4. Non - Asbestos Fibers: <1% cellulose fibers 5. Non - Fibrous Material: 60% calcite binders 35% mineral granules 5% paint Cellulose fibers enlsotropic, + sign of elongation, R.I. liquid tested: 1.550, Birefringence: medium, Pleochrolc, incomplete extinction Advanced Industrial Hygiene Services, inc. is accredited for asbestos fiber analysis through participation in the MIST National Voluntary Laboratory Accreditation Program (NVLAP) and meets the requirements of 40 CFR Part 763.87, Vol. 52, No. 210 dated Friday, October 30, 1987. Accreditation renewal date: March 31, 1997. Analytical Method: EPA/600/R-93/116: "Method for the Determination of Asbestos In Bulk Building Materlsts (Polarized light microscopy in conjunction with dispersion staining) Analyzed By: Bruce Marchette Laboratory: Advanced industrial Hygiene Services, inc., 2131 S.W. 2nd Ave., Miami, Florida 33129 Telephone: (305) 854-7554 This anatyeis report is valid for sample N 1112-5847 -1 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. Respectfully Submitted, ce Marc eir"ce, CIH Authorized Signatory AIRS, Inc 2131 S.W. 2nd Avenue • Miami, Florida 33129 • Tel (305) 854 -7554 • Fax (305) 285 -0677 SAMPLE NUMBER DESCRII''I'ION OF SAMPLED MATERIAL ON SITE LOCATION OF SAMPLED MATERIALS A.C.B.M. 1 Skim coast plaster South wall None 2 . Base coat plaster South wall None 3 Skim coat plaster North wall None 4 Skim coat plaster Ceiling None 5 Base coat plaster Ceiling None 6 Sheetrock Ceiling None RHS Technical Services, Inc. BUILDING: 180 N.E. 99th Street Miami Shores, Florida • Page 3 RHS Technical Services, Inc. Page 2 Should any additional materials be uncovered during a renovation, these materials should be submitted for analysis. The attached table provides a summary of the laboratory reports for the bulk samples which were collected and analyzed for this survey. For additional information, please refer, to the attached individual bulk sample analysis reports. CONCLUSIONS: None of the materials sampled were determined to contain asbestos. Should any additional materials, other than those sampled as part of this survey, be uncovered during a renovation, these materials should be submitted for analysis. We appreciate this opportunity to be of service to you. If you have any questions regarding this report or if we can be of further assistance to you in this project, please contact our office at 688 -6022. Respectfully submitted, RI-IS TECHNICAL SERVICES, INC. ert H. Schuler, P.E., P.G., President Florida Licensed Asbestos Consultant #E.A. 0000014 cc: Pen Her Corporation Attention: Jesus Pena 4444 S.W. 71st Avenue, Suite 102 Miami, Florida 33155 • May 21, 1996 Angelo P. Thrower, M.D. 9840 N.E. 2nd Avenue Miami Shores, Florida Reference: Asbestos Survey 180 N.E. 99th Street Miami, Florida Gentlemen: 270 N.E. 123 Street N. Miami, Florida 33161 (305) 688 -6022 FAX (305) 688 -0145 BROWARD (305) 458 -3904 RHS TECHNICAL SERVICES, INC. 100 21st Street, Suite A Miami Beach, Florida 33139 (305) 673 -0210 MONROE (305) 293 -0820 At your request, on May 17, 1996, Robert H. Schuler, P.E. of RHS Technical Services, Inc. completed a non destructive asbestos containing building material survey of the above referenced property. BUILDING DESCRIPTION: This building is a one story concrete block construction office building. The roof of the building is a flat built -up roof with wood frame construction. The building is on concrete slab. A survey of the building roof is not included in the scope of this survey. The ceiling is wood framed with plaster base coat and finish coat. No ceiling insulation was found. The interior walls are wood framed walls with plaster finish. The ceilings and interior walls are heavily damaged at this time. The floor is concrete and has no covering at this time. ASBESTOS SURVEY: All accessible areas of the interior of the structure were non destructively inspected. Bulk samples of suspected asbestos containing materials (ACM) were collected and analyzed by Polarized Light Microscopy (PLM) analysis in conjunction with dispersion staining. Analysis was conducted by a laboratory for asbestos fiber analysis by participation in the NIST National Voluntary Laboratory Accreditation Program (NVLAP). DATE REMARKS CHARGES 5/17/96 Asbestos survey. $ 300.00 6 suspected ACM bulk samples collected and analyzed $30.00 /sample. 180.00 TOTAL CHARGES FOR THIS INVOICE $ 480.00 May 21, 1996 Angelo P. Thrower, M.D. 9840 N.E. 2nd Avenue Miami Shores, Florida Reference: Asbestos Survey 1.80 N.E. 99th Street Miami Shores, Florida Respectfully submitted, RHS Technical Services, Inc. Robert H. Schuler, P.E., P.G. President RHS TECHNICAL SERVICES, INC. 270 N.E. 123 Street North Miami, Florida 33161 Dade (305) 688 -6022 * Broward (305) 458 -9304 FAX (305) 688 -0145 INVOICE Invoice # 2480 For professional services in the performance of an asbestos survey, and the collection and analysis of suspected ACM bulk samples. All accounts are due and payable upon receipt of invoice. A late charge of 1.5 percent will he applied monthly to past due accounts. To ensure proper credit, please note the number of this invoice on your payment to our North Miami office. Account # 1112 Project # 800 RHS Technical Services 270 NE. Florida 33161 Attention: Robert Schuler Sample Received: 18 /MAY /96 v\v Date: 21 /MAY /96 Page # 6 of 6 pages Sample Log # 5847 NVLAP Lab Code 101006 -0 Collected By: Client Re Sample Analyzed: 21 /MAY /96 Sample Designation: Bulk sample submitted for analysis; 180 NE 9 th street Analytical Results: ASBESTOS CONTENT Sample # 1112- 5847 -6: Client Sample # 61 Sheet Rock 1. Sample Appearance: White chalky material with brown paper outer layers 2. Was Asbestos Detected? No 3. Is Sample Homogeneous? no 4. Non - Asbestos Fibers: 15% cellulose fibers 5. Non- Fibrous Material: 80% calcium sulfate (gypsum) 5 % granules Cellulose fibers anlsotroplc, ♦ sign of elongation, R.I. liquid tooted: 1.550, Birefringence: medium, Pleochroic, incomplete extinction Advanced industrial Hygiene Services, Inc. is accredited for asbestos fiber analysis through participation in the NIST National Voluntary Laboratory Accreditation Program ( NVLAP) and meets the requirements of 40 CFR Port 763.87, Vol. 52, No. 210 dated Friday, October 30, 1987. Accreditation renewal date: March 31, 1997. Analytical Method: EPA /600/R- 93/1161 "Method for the Determination of Asbestos in Bulk Building Materials^ (Polarized light microscopy In conjunction with dispersion staining) Analyzed By: Bruce Marchette laboratory: Advanced Industrie( Hygiene Services, Inc., 2131 S.W. 2nd Ave., Miemt, Florida 33129 Telephone: (305) 854 -7554 This analysis report 1s valid for sample Al 1112-5847-6 only. This report may not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ectfully Submitted, ce Marche eq"CIH uthorized S'gnatory AIHS, Inc. 2 August 1996 Mr. Michael Provero Assistant Director Building & Zoning Department Miami Shores Village 10050 NE 2 Avenue Miami Shores, FL 33138 -2382 Dear Mr. Provero: As per our discussion of today I am submitting, at Dr. Throwers request, the seven attached 8.5 "x 11" sheets of drawings that reflect the front wall changes to the original drawings used for the permit on this project. These seven (signed and sealed) sheets, cover the work done to date for this wall and the work yet to be done for its completion. We are submitting this information seeking your approval in order that construction may be continued and the project completed without delay. If there are any question please contact me. Thank you for your assistance. Sincerely, FRANKLIN E. G U & ASSOCIATES Franklin . Grau, AIA FEG:cp enc: cc: Dr. Thrower D:\ OFFICE\ WPWIN \DOCS -WP ARCH- DOC\AR -96JOB \9604- THR\9604- B8Z.LTR FRANKLIN E. GRAU & ASSOCIATES ARCHITECTURE • ENGINEERING • PLANNING • INTERIOR DESIGN • CONSTRUCTION MANAGEMENT 9822 NORTHEAST 2ND AVENUE • SUITE 11 MIAMI SHORES, FLORIDA 33138 -2347 Telephone: 305 - 751 -8796 • Fax, E Mail & Modem: 305 - 751 -8777 RE: Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 4 I CLO. j STAFF U`.Y:•,�.:'. ,7:•.7.:5 :• .ZZVA:,..:•.•.:.ValI OUT (TofW +3' -6 ") HALL FL.EL +O' P a!!lill ally 4 il_4aS!!!!!Q! 9 1.40_4 „94. ! �L �i4 L!J_ „ ! ��i 1' -10 1/ 1' -2" O CLO. I4' -2" EXISTING CONCRETE SIDEWALK SHEET VINYL RECEPT. FL.EL +O" 13 ENT Thrower Medical Offices IC -5" 1R0 NF 99 Sept Miami Sh re4 PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS ARCHITECTURAL FLOOR PLAN NOTES A. 4" THICK CONCRETE SLAB WITH 12 "x 10" THICKENED EDGE, 6 "x 6 "x 10 /10 WELDED WIRE MESH, LAPPED 18 ", AT EDGES AND 1 #5 CONTINUOUS ALONG THICKENED EDGES. B. PROVIDE 5" THICK CONCRETE SLAB WITH 6 "x 6 "x 10 /10 WELDED WIRE MESH AND ONE LAYER OF 6 MIL VISQUEEN, ON TOP OF EXISTING CONCRETE SLAB. C. PROVIDE CONCRETE RAMP WITH 6 "x 6"x 10 /10 WELDED WIRE MESH. RAMP TO SLOPE DOWN FROM NEW SLAB TO EXISTING SLAB. ALONG REAR HALL. :.D. PROVIDE SOUND ATTENUATION BATT IN ALL WALLS AROUND DOCTOR'S OFFICE, EXAM ROOMS, FACIAL ROOMS AND TOILETS. • E. PROVIDE R —I9 BA T T INSULATION IN ALL NEW AND EXISTING . EXTERIOR WALLS THAT FACE NORTH. C.:. PROVIDE NEW 8" THICK CBS WALL, WITH TOP AND BOTTOM BEAM. EXISTING ROOF NOTES I. CONTRACTOR SHALL PATCH THE EXISTING ROOF AS REQUIRED TO LEAVE A NON LEAKING ROOF AT THE END OF THE. JOB. INTERIOR FINISH MATERIALS A. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH ASTM E -84. NFPA — 255, RATINGS AS FOLLOWS: EXITS A OR B. ACCESS TO EXITS A OR B. OTHER SPACES A, B OR C. Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS • BUILDING RECERTIFICATION INSPECTION REPORT PREPARED FOR: MIAMI SHORES CENTER, LLC PROPERTY AT: 180 NE 99 STREET MIAMI SHORES, FLORIDA PREPARED BY: engineering group, inc. CIVIL ENGINEERING • STRUCTURAL ENGINEERING • CONSTRUCTION 10400 NW 33 Street, Suite 270, Doral, Florida 33172 TELEPHONE: (305) 592 -4538 / FAX: (305) 592 -1433 EXTERIOR WALL DETAIL "D" NOTES 1. 5/8" MOISTURE RESISTANT DRY WALL, PAINTED WITH ONE SEALER COAT AND TWO "LOW ORDER" INTERIOR LATEX PAINT. 2. 5/6:x I -1/2" VINYLTECH PVC PLASTIC CHANEL SCREED 610 - 50, TO MATCH EXISTING. 3. 5/8" THICK STUCCO, FINISHED SMOOTH TO MATCH EXISTING. PAINT ALL NEW SURFACES WITH ONE SEALER COAT AND TWO COATS OF EXTERIOR LATEX, COLOR TO MATCH EXISTING. 4. • CORAL STONE VENEER TO MATCH EXISTING ALONG BOTTOM OF NEW WALL. 5 :° 1" SEALANT. 6. NEW 8 "x 16" REINFORCED CONCRETE BLOCK WALL WITH FILLED CELLS. 1. NEW I "x 2" PTP FURRING STRIPS AT 16" 0 /C. 8. NEW RADIANT BARRIER R -4 INSULATION. 9. VERTICAL STEEL #5 AT 3' —O" 0 /C, WITH HOOKED ENDS TOP AND BOTTOM. 10. NEW CONCRETE 8 "x 12" BEAM WITH 9 #5 CONTINUOUS E #3 STRRIUPS AT 12" 0 /0. 11. EXISTING STRUCTURE. 12. NEW GLASS AND WHITE ALUMINUM STORE FRONT FRAME TO MATCH EXISTING STORE FRONT. 13. NEW CONCRETE 8 "x 16" BEAM WITH 4 #5 CONTINUOUS 1 #3 STRRIUPS AT 12" 0 /C. 19. NEW ACOUSTICAL HUNG CEILING AT 9' -0" WITH 45 DEGREE SLOPE TO HEADER OF STORE FRONT OPENING. 15. NEW 1/2" THICK MARBEL SILL. Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS APPROVED I BY DATE ZONING STRUCTURAL /26cie OM ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL , SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACf OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED P.' MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &SIR CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF Al is 5tI.C.:t‘:, REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HERE! . UPAR //q8 SHORES VOLI,L/ IMP n0 —.I „9 —,01 „0 - , b ng — , L 0 J Q 1- W 0 J J CC 0 0 I I CN CC N W X Q •r N 0 Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS EXTERIOR WALL DETAIL "A" NOTES 1. 5/8" MOISTURE RESISTANT DRY WALL, PAINTED WITH ONE SEALER COAT AND TWO "LOW ORDER" INTERIOR LATEX PAINT. 2. METAL STUDS 18 GAGE 2 "x 6" PLACED AT 16 o/c WITH HORIZONTAL BRACING AT 9' -O" o/c VERTICALLY. 3. FOIL BACKED BLANKET INSULATION R -I9. 4. PLYWOOD 3/1"x 4' -O "x 8' -O" SHEETS PLACED STAGGERED. 5. 5/8 "x I -1/2" VINYLTECH PVC PLASTIC CHANEL SCREED 6I0 -50, TO MATCH EXISTING. 6. 5/8" THICK DUROCK (CEMENT BOARD). 1. ONE LAYER OP 90# TAR PAPER IN BETWEEN STUDS AND DUROCK OVER LAPPED 4" FROM BOTTOM TO TOP TO REPEL WATER. 8. 5/8" THICK STUCCO, FINISHED SMOOTH TO MATCH EXISTING. PAINT ALL NEW SURFACES WITH ONE SEALER COAT AND TWO COATS OF EXTERIOR LATEX, COLOR TO MATCH EXISTING. 10. CORAL STONE VENEER TO MATCH EXISTING ALONG BOTTOM OF NEW WALL. II. I" SEALANT. 12. EXISTING CORAL VENEER. COLUMN AND DUROCK PANEL. 13. NEW 8 "x I6" REINFORCED CONCRETE BLOCK WALL WITH FILLED CELLS. 14. NEW I "x 2" PTP FURRING STRIPS AT I6" 0 /C. 15. NEW RADIANT BARRIER R -4 INSULATION. 16. VERTICAL STEEL #5 AT 3' -O" 0 /C. WITH HOOKED ENDS TOP t BOTTOM. 11. HORIZONTAL BEAM STEEL 4 #5 CONTINUOUS E #3 STRRIUPS AT 12" 0 /C. 18. CONNECTING WALL END STEEL 1 ITS by 12" LONG AT 2' -0" 0/C EMBEDDED INTO EXISTING CONCRETE COLUMNS WITH EPDXY CEMENT. Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS EXTERIOR WALL DETAIL SCALE: 1" = 1' -0" 0 2 Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS ELEVATION NOTES I. EXISTING CORAL STONE VENEER. 2. EXISTING GLASS AND ALUMINUM FRAME STORE FRONT. 3. EXISTING STUCCO FINISH ON DUROCK BOARDS. EXISTING GLASS E ALUMINUM DOOR. NEW CORAL STONE VENEER TO MATCH EXISTING. EW STUCCO ON DUROCK BOARDS TO MATCH EXISTING. EW "VINYLTECH" P.V.C. PLASTIC CHANNEL, SCREED 6IO - . L EXISTING PLASTIC CHANNEL JOINTS SHALL BE EANED AND CHECKED FOR LEAKS. OLD CAULKING REMOVED AND ALL JOINTS SHALL BE RECAULKED. NEW STUCCO ON NEW CBS WALL, FINISHED TO MATCH EXISTI 10. NEW GLASS AND "WHITE" ALUMINUM FRAME STORE FRONT TO MATCH EXISTING. NG. NORTH ELEVA' SCALE: I/9 "= l' -O" LEGEND I 0 I EXISTING TO REMAIN. NEW CONSTRUCTION. Thrower Medical Offices 180 NE 99 Street, Miami Shores PROJECT No: 9604 FRANKLIN E. GRAU & ASSOCAITES, ARCHITECTS • • • February 1, 2005 Miami Shores Center, LLC 210 71 Street Suite 309 Miami Beach, FL 33141 Dear Property Owner: Sincerely, cc: File engineering group, inc. RE: 40 -Year Recertification of Building Located at 180 NE 99 Street In accordance with Section 8 -11(f) of the Code of Miami -Dade County, GNP Engineering Group, Inc. has performed an inspection of the building located at 180 NE 99 Street and determined the building to be structurally and electrically safe for continued use under present occupancy. The findings of our inspection are summarized in this written report that follows the Minimum Inspection Procedural Guidelines for Building Recertification and is accompanied by a set of photos depicting the condition of the building. This report does not preclude the building from subsequent inspections as deemed necessary by the Building Official. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of our knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent possible. Should you have any questions concerning this report, please feel free to contact us at (305) 592 -4538. GNP En G I up, Inc. g : - Gonzalez, P.E. An y ; -1 Paredes, P.E. Attachments: Structural Report Electrical Report Photos President ice - President 4870 N.W. 102nd Avenue, Suite 201 ❑ Miami, Florida 33178 ❑ Tel.: 305 -592 -4538 ❑ Fax: 305 - 592 -1433 ❑ Civil Engineering ❑ Structural Engineering ❑ Construction Management ❑ Infrastructure Assessment ❑ Database Management 1 Data Collection ❑ 40 -Year Recertification ❑ Due Diligence GNP Engineering Group, Inc. INSPECTION REPORT • PART A - STRUCTURAL • • 1. DESCRIPTION OF STRUCTURE a. Name of Title: Miami Shores Center LLC b. Street Address: 180 NE 99 St., Miami Shores, Florida c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 BLK 17 LOT SIZE 45.000 X 130 OR 20241 -3637 0202 6 d. Owner's Name: Miami Shores Center LLC e. Owner's Mailing Address: 210 71 St. Suite 309, Miami Beach, FL 33141 -3235 f. Building Official Folio Number: 1132060132230 g. Year Built: 1954 h. Building Code Occupancy Classification: Group B Occupancy i. Present Use: Business j. General Description: One -story building, 2,494 SF, CBS construction (refer to photos). k. Nature of Present Loading: Offices. 1. Additions to Original Structure: None visible. 2. INSPECTIONS: a. Date of Notice of Required Inspection: N/A b. Date of Actual Inspection: January 31, 2005 c. Name and Qualification of Individual Submitting Inspection Report: Angel S. Paredes, P.E. (License #44096) d. Description of Any Laboratory or Other Formal Testing: Not required; used manual and visual inspection procedures. Angel Paredes, P.E. Page S -1 of 6 License no. 44096 1?-tU4‘1()Ia,- • e. Accessibility for Inspection: The building was accessible at time of inspection. • GNP Engineering Group, Inc INSPECTION REPORT 3. REPAIRS: a. Structural Repair: [ X ] None Required [N /A] Required / Description b. Comments: This report is only intended to identify structural deficiencies and to recommend that repairs be made to the structure, if needed. This report is not intended to identify means and methods of repair, nor is this report to be construed as a design document to be used for permitting and construction. If required, the Owner will be responsible for obtaining the services of a Registered Professional Engineer, or "Design Engineer ", to design any remedial work required to repair the structural deficiencies as identified in this report. In addition, the Owner will be responsible for obtaining the necessary permits for construction and for having a licensed Contractor perform the work in accordance with the requirements of the Florida Building Code. 4. SUPPORTING DATA a. 6 Sheets of Written Data (Part A) b. 3 Photographs (Part A & Part B) c. N/A Drawing (Plan) 5. PRESENT CONDITION OF STRUCTURE a. General Alignment: Good condition. [N /A] Bulging - None observed during inspection. [N /A] Settlement - None observed during inspection. [N /A] Deflection - None observed during inspection. Angel Paredes, P.E. Page S -2 of 6 License no. 44096 war' GNP Engineering Group, Inc. INSPECTION REPORT • [N /A] Expansion - No expansion above normal observed during inspection. • [N /A] Contraction - No contraction above normal observed during inspection. b. Portions Showing Distress: None observed. c. Surface Conditions: Good condition. d. Cracks: Hairline sized stucco cracks. e. General Extent of Deterioration: No significant deterioration of structure observed. f. Previous Patching or Repairs: None visible. 6. MASONRY BEARING WALLS a. Concrete Masonry Units: Good condition. b. Reinforced Concrete Tie Columns: Good condition. c. Reinforced Concrete Tie Beams: Good condition. d. Lintels: N/A e. Other Type Bond Beams: N/A f. Masonry Finishes (Exterior): 1) Stucco — Good condition. 2) Veneer—N/A 3) Paint - Good condition. 4) Other - N/A h. Masonry Finishes (Interior): 1) Vapor Barrier - N/A 2) Furring & Plaster - Good condition. 3) Paneling —N/A Angel Paredes, P.E. Page S -3 of 6 License no. 44096 lt(14 and,- GNP Engineering Group, Inc. INSPECTION REPORT 4) Paint - Good condition. 5) Other - N/A i. Cracks: 1) Location - No cracks observed in concrete masonry walls. 2) Description - N/A j. Spalling: 1) Location - No spalling observed in concrete masonry walls. 2) Description - N/A k. Rebar Corrosion: [ X ] None Visible [N /A] Minor (patching will suffice) [N /A] Significant (but patching will suffice) [N /A] Significant (structural repairs required) / Description 7. FLOOR & ROOF SYSTEMS a. Roof System: 1) Description — Flat roof with asphalt rolled roofing. The roof framing consists of wood joists. 2) Heavy Equipment and Condition of Supports — HVAC equipment supports observed to be in good condition. 3) Types of Drains /Scuppers and Condition — Scuppers and downspouts observed to be in good condition. 4) General Condition - The roof surfaces were observed to be in good condition. b. Floor System: The floor system consists of concrete slab on grade. Floor covering ,- )eui.)._, Angel Paredes, P.E. Page S -4 of 6 License no. 44096 WI,/ GNP Engineering Group, Inc. INSPECTION REPORT • furniture and stored materials prohibited a visual inspection of the entire floor surface. However, visible floor surface was observed to be in good condition. • c. Concealed Spaces Opened for Inspection: Ceiling tiles removed at random. Visibility limited due to ceiling insulation. 8. STEEL FRAMING SYSTEMS a. Description: Round steel columns and I- beams. b. Exposed Steel: Paint observed to be in fair condition with minor corrosion visible. c. Concrete or Other Fireproofing: N/A d. Elevator Sheave Beams & Connections, and Machine Floor Beams: N/A e. Concealed Spaces Opened for Inspection: Ceiling tiles removed at random. Visibility limited due to ceiling insulation. f. General Condition: Good condition. 9. CONCRETE FRAMING SYSTEMS a. Description: CBS construction with reinforced concrete columns and concrete beams. b. Cracking /Spalling: [N /A] Not Significant [N /A] Location and Description of Members Affected and Type c. General Condition: Good condition. d. Rebar Corrosion: [ X ] None Visible [N /A] Location and Description of Members Affected [N /A] Significant (but patching will suffice) [N /A] Significant (structural repairs required) Angel Paredes, P.E. Page S -5 of 6 License no. 44096 wor GNP Engineering Group, Inc INSPECTION REPORT e. Samples Chipped Out in Small Areas: [X ] No [N /A] Yes / Description f. Concealed Spaces Opened for Inspection: N/A 10. WINDOWS a. Type: Aluminum frame, fixed type windows. b. Anchorage: Machine screws observed to be in good condition. c. Sealants: Good condition. d. Interior Seals: Good condition. e. General Condition: Good condition. 11. WOOD FRAMING a. Type: Wood joists for roof framing systems. b. Metal Fittings: Not visible. c. Joints: Not visible. d. Drainage: No accumulation of moisture observed on insulation or ceiling. e. Ventilation: None visible. f. Concealed Spaces Opened for Inspection: Ceiling tiles removed at random. Visibility limited due to ceiling insulation. Angel Paredes, P.E. Page S -6 of 6 License no. 44096 aid„ V i / or • • GNP Engineering Group, Inc. INSPECTION REPORT • PART B - ELECTRICAL 1. DESCRIPTION OF STRUCTURE a. Name of Title: Miami Shores Center LLC b. Street Address: 180 NE 99 St., Miami Shores, Florida c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 BLK 17 LOT SIZE 45.000 X 130 OR 20241 -3637 0202 6 d. Owner's Name: Miami Shores Center LLC e. Owner's Mailing Address: 210 71 St. Suite 309, Miami Beach, FL 33141 -3235 f. Building Official Folio Number: 1132060132230 g. Year Built: 1954 h. Building Code Occupancy Classification: Group B Occupancy i. Present Use: Business j. General Description: One -story building, 2,494 SF, CBS construction (refer to photos). k. Nature of Present Loading: Offices. 1. Additions to Original Structure: None visible. 2. INSPECTIONS: a. Date of Notice of Required Inspection: N/A b. Date of Actual Inspection: January 31, 2005 c. Description of Any Laboratory or Other Formal Testing: Not required; used manual and visual inspection procedures. d. Accessibility for Inspection: The building was accessible at time of inspection. Page E -1 of 6 Benny P. Gonzalez PE #50746 • 3. REPAIRS: a. Electrical Repair: [ X ] None Required [N /A] Required / Description b. Comments: • • GNP Engineering Group, Inc. INSPECTION REPORT This report is only intended to identify electrical deficiencies in the buildings and to recommend that repairs be made to the electrical system, if needed. This report is not intended to identify means and methods of repair, nor is this report to be construed as a design document to be used for permitting and construction. If required, the Owner will be responsible for obtaining the services of a Registered Professional Engineer, or "Design Engineer ", to design any remedial work required to repair the electrical deficiencies as identified in this report. In addition, the Owner will be responsible for obtaining the necessary permits for construction and for having a licensed Contractor perform the work in accordance with the requirements of the Florida Building Code. 4. SUPPORTING DATA a. 6 Sheets of Written Data (Part B) b. 3 Photographs (Part A & Part B) c. N/A Drawing (Plan) 5. ELECTRIC SERVICE a. Estimated Size, Amperage: 200 Amps [ ] Fuses [ X ] Breaker b. Phase: [ X ] Three Phase [ ] Single Phase c. Condition: [ X ] Good [ ] Fair [ ] Needs Repair d. Comments: Service entrance is located on south side of building. Page E -2 of 6 0,5 Benny P. Gonzalez PE #50746 • • GNP Engineering Group, Inc. INSPECTION REPORT 6. METER AND ELECTRIC ROOMS a. Clearances: [ X ] Good [ ] Fair [ ] Requires Correction b. Comments: Southeast corner of building. 7. GUTTERS (N /A) a. Location: N/A b. Condition: [ ] Good c. Comments: N/A [ ] Requires Repair 8. ELECTRICAL PANELS a. Panel "A" 1) Location: Electric room. 2) Condition: [ X ] Good [ ] Requires Repair 3) Comments: Circuit breaker panel (200 amps max. rating) for A/C equipment. b. Panel "B" 1) Location: Electric room. 2) Condition: [ X ] Good [ ] Requires Repair 3) Comments: Circuit breaker panel (200 amps max. rating) for power distribution in building. 9. BRANCH CIRCUITS a. Identified: [ X ] Yes b. Conductors: [ X ] Good [ ] Deteriorated Page E - 3 of 6 ] No, must be identified. [ ] Must Be Replaced Benny P. Gonzalez PE #50746 • • • GNP Engineering Group, Inc. INSPECTION REPORT b. Comments: N/A 21. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS a. Condition: [ X ] Good b. Comments: No comments. [ ] Requires Repair [ ] None 22. OPEN OR UNDERCOVER PARKING AREAS AND EGRESS ILLUMINATION a. Condition: [ X ] Good [ ] Requires Additional [ ] None b. Comments: No comments. 23. SWIMMING POOL WIRING (N /A) a. Condition: [ ] Good [ ] Requires Repair [ X ] None b. Comments: N/A 24. WIRING TO MECHANICAL EQUIPMENT a. Condition: [ X ] Good [ ] Requires Repair [ ] None b. Comments: No comments. Page E -6 of 6 Benny P. Gonzalez PE #50746 • • • GNP Engineering Group, Inc. INSPECTION REPORT b. Comments: No comments. 15. EMERGENCY LIGHTING a. Condition: [ X ] Good [ ] Requires Repair [ ] None b. Comments: No comments. 16. BUILDING EGRESS ILLUMINATION a. Condition: [ X ] Good [ ] Requires Repair [ ] None b. Comments: No comments. 17. FIRE ALARM SYSTEM (N /A) a. Condition: [ ] Good [ ] Requires Repair [ X ] None b. Comments: Fire alarm system not required as per Chapter 39 of the NFPA Life Safety Code Handbook. 18. SMOKE DETECTORS (N /A) a. Condition: [ ] Good [ ] Requires Repair [ X ] None b. Comments: Refer to comments in section #17. 19. EXIT LIGHTS a. Condition: [ X ] Good [ ] Requires Repair [ ] None b. Comments: No comments. 20. EMERGENCY GENERATOR (N /A) a. Condition: [ ] Good [ ] Requires Repair 1 X 1 None Page E -5 of 6 Benny P. Gonzalez PE #50746 • • • c. Comments: No comments. 10. GROUNDING OF SERVICE a. Condition: [ X ] Good [ ] Requires Repair b. Comments: No comments. 11. GROUNDING OF EQUIPMENT a. Condition: [ X ] Good [ ] Requires Repair b. Comments: No comments. 12. CONDUIT RACEWAYS a. Condition: [ X ] Good [ ] Requires Repair b. Comments: No comments. 13. CONDUCTORS a. Condition: [ X ] Good [ ] Requires Repair b. Comments: No comments. 14. WIRING METHODS, CABLES & CONDITION a. Types: [ X ] Conduit Raceways: [ X ] Good [N /A] Conduit PVC: 1 1 Good [N /A] NM Cable: 1 1 Good [N /A] BX Cable: [ ] Good Page E -4 of 6 [ ] Requires Repair [ ] Requires Repair [ ] Requires Repair [ 1 Requires Repair enny P. Gonzalez PE #50746 0©© Engineering Group, Inc. 180 NE 99 Street, Miami Shores, Florida 40 -Year Recertification rie 71?rmw�✓' 0 /e4i e s -- /I 9 NE ,7 ge - co-21 n ec1- e�'5 . /r' e 6 jai/ /7 eat) p /.72 cols Or 94 GO4 ;5 re4,40v,,sA - 17 eve /yew c_o! A, u y do-to s, /7' red. rnt1e de04...0/710 f /4%4 1 54 Di reel _ 1 1 e t f /4ce pr for �v 6 y ot e04.O 1 7" Z a .� r-c �o r t� v car sou r skm.vH - ?km, !S rr sten s / Lf li eli . 11 1)-e a rove 4 y d 'Jt Arc /ek1 -- /Z Gv 27 ei,s eeI1 ri /a e d y 1 wF Z(o Whole Building Performance Method for Commercial Buildings Form 400A-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJECT NAME_THROWER MEDICAL OFFICE ADDRESS: _180 NE 99 STREET OWNER: _DR. AN8ELO P. THROWER AGENT: BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: Existing thjilding DESIGN COMPLETION: _Renovation CONDITIONED FLOOR AREA: _2376 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: ____ 10 COMPLIANCE CALCULATION: METHOD A A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Effir,ency Code. PREPARED BY:_ DATE: `` x I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE:____ DESIGN 69.25 LIGHTING EXTERIOR LIGHTING 60.00 LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 9.20 IPLV 9.20 HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. With Insulated Roof 6.00 WATER HEATING EQUIPMENT 1. ET 0.90 PIPING INSULATION REQUIREMENTS 1. Circulating 1.00 PERMITTING &FICE: Miami Shores Village CLIMATE ZONE: _8 PERMIT NO: _0000000 JURISDICTION NO:_232600 CRITERIA 100.00 Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908,nFlorida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the systeM design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ' ____ _ MECHANICAL:_ PLUMBING : ELECTRICAL: LIGHTING : (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registratibn numbers may be used where all relevant information is contained on signed/sealed plans. / NUMBER OF ZONES: 1 99.00 8.90 8.30 6.00 0.84 0.57 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES BUILDING INFORMATION COMPLIANCE CHECK 401. GLAZIN8 -ZONE 1 v- Elevation ' Type U SC VLT Shading Area(Sqft) North' Commercial 1.31 0.83 1 None 66 Total Glass Area in Zone 1 = 66 Total Glass Area = 66 402. WALLS--ZONE 1 North L & Hvywt. Concrete Block + 8" L 0.149 0 346 East L & Hvywt. Concrete Block + 8" L 0.149 0 403 South L & Hvywt. Concrete Block + 8" L 0.149 0 486 West L & Hvywt. Concrete Block + 8" L 0.149 0 383 West L & Hvywt. Concrete Block + 8" L 0.149 0 97 East L & Hvywt. Concrete Block + 8" L 0.149 0 77 Northwest L & Hvywt. Concrete Block + 8" L 0.149 0 50' Total Wall Area in Zone 1 = 1841 Total Gross Wall Area = 1841 403. DOORS--ZONE 1 Elevation Type U Area(Sqft) North 1-3/8 Wood Door-Panel with 7/16" panels 0.54 21. East 1-3/8 Wood Door-Solid core flush 0.39 21 Total Door Area in Zone 1 = 42 - Total Door Area = 42' 404.------ROOFS--ZONE 1 -.' Type Color. U Added R = Area(Sqft) BUILT-UP = 405. FLOORS-ZONE 1 Type R Area(Sqft) • Slab on Grade/Uninsulated 406.------INFILTRATION 1. No Heating System 409. VENTILATION - Medium 0.33 19 2376 Total Roof Area in Zone 1 = 2376 Total Roof Area = 2376, 0 2376. Total Floor Area in Zone 1 = 2376 Total Floor Area = 2376' Infiltration Criteria in 406.1.ABC.1 have been met. 407. COOLING SYSTEMS ; Type No Efficiency IPLV Tons' 7 c - � 1. Air Cooled ( >= 65,000 Btu/h 1 9.2 9.2 9.50. . .408. HEATING SYSTEMS , Type No Efficiency BTU/hr Ventilation Cr'iteria in 409.1.ABC.1 have been met. 410. AIR DISTRIBUTION SYSTEM AHU Type Duct Location 1 1 46076. • :CHECK- 'CHECK' R-value. 1. Packaoed_Constant Volume With Insulated Roof E� - 4.11p PUMPS AND PIPING-ZONE 1 Type R-value/in Diameter Thickness� 1. Circulating ~ 6 0.5 1' 412. WATER HEATING SYSTEMS-ZONE 1 Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW 0.9 413. ELECTRICAL POWER DISTRIBUTION 0 Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414. MOTORS Motor efficiencies in 414.1.ABC.1 have been met. 415. LIGHTING SYSTEMS-ZONE 1 Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft) Occupation General Inactive S 1 On/Off 1 On/Off 1 On/Off Lighting criteria in 415.1.ABC have been met. 6 None 0 4824 2244 3 None 0 100 12' 3 None 0 100 120 Total Watts for Zone 1 = • 5024. Total Area for Zone 1 = 2376:. Total Watts = 5024 ' Total Area = 2376. CHECK 16. HVAC load sizing has been performed. (407.1.ABC.1) 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 18. Testing and balancing will be performed. (410.1.ABC.4) 4500 65 19. Operation/maintenance manual will be provided to owner.(102.1) CHECK Whole Performance Method for Commercial Buildings Form 400A-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs PROJECT NAME_THROWER MEDICAL OFFICE PERMITTING OFFICE: ADDRESS: _180 NE 99 STREET _Miami Shores Village CLIMATE ZONE: _8 OWNER: _DR. AN8ELO P. THROWER PERMIT NO: _0000000 AGENT: ^, JURISDICTION NO: 232600 FLA/COM-94 Version 2.1 BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: _Renovation CONDITIONED FLOOR AREA: 2376 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT - PER SYSTEM: ____ 10 `/ COMPLIANCE CALCULATION: METHOD A . A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: * // DESIGN 69.25 LIGHTING EXTERIOR LIGHTING 60.00 LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 9.20 IPLV 9.20 HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL . 1. With Insulated Roof 6.00 WATER HEATING EQUIPMENT 1. EF 0.90 PIPING INSULATION REQUIREMENTS 1. Circulating ' ` 1.00 COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in complianre with the Florida Energy Eff y Code. PREPARED BY: _ DATE: � I hereby certify that this building z in compliance with the Florida Energy Efficiency Code. OWNER/A8ENT:_ ' t-~ �� ~ �`~�--~��- i-~' I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER _ REGISTRATION/STATE ARCHITECT :__4 ��^ � CRITERIA ________ 100.00 99.00 8.90 8.30 6.00 0.84 0.57 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: (14/4'6 PLUMBING : ELECTRICAL: LIGHTING .: (*) Signature is required where F orida law requires design to be performed by registered design professionals. Typed names and registratitm numbersmay be used where all relevant inforrhation is contained on signed/sealed plans. 401. GLAZING ZONE 1 Elevati ' Type U SC VLT Shading North 402. WALLS--ZONE 1 Elevation Type North East South West West East Northwest North East BUILT-UP 405. Type Commercial L & Hvywt. L & Hvywt. L & Hvywt. L & Hvywt. L & Hvywt. L & Hvywt. L & Hvywt. 403. DOORS ZONE 1 Elevation Type 1-3/8 Wood Door-Panel with 7/16" panels 0.54 1-3/8 Wood Door-Solid core flush 0.39 = Total Door Area in Zone 1 = Total Door Area = 404.------ROOFS--ZONE 1 Type FLOORS-ZONE 1 Slab on 8rade/Uninsulated 406.------INFILTRATION 1. Air Cooled ( >= 65,000 Btu/h '408. HEATING SYSTEMS Type 1. No Heating System 409. VENTILATION 1. Packaged Constant Volume BUILDING INFORMATION 1.31 0.83 1 None Total Glass Area in Zone 1 = Total Glass Area = Concrete Block + 8" L 0.149 Concrete Block + 8" L 0.149 Concrete Block + 8" L 0.149 Concrete Block + 8" L 0.149 Concrete Block + 8" L 0.149 Concrete Block + 8" L 0.149 0 Concrete Block + 8" L 0.149 0 Total Wall Area in Zone 1 = Total Gross Wall Area = Color 0 0 0 0 0 Medium 0.33 19 Total Area in Zone 1 = Total Roof Area = 0 Total Floor Area in Zone 1 = Total Floor Area = Infiltration Criteria in 406.1.ABC.1 have been met. 407. COOLING SYSTEMS Type No Efficiency IPLV 1 No 1 U Added R 8ross(Sqft) 9.2 9.2 Efficiency Ventilation Criteria in 409.1.ABC. have been met. 410. AIR DISTRIBUTION SYSTEM AHU Type Duct Location 1 With Insulated Roof COMPLIANCE CHECK v Area(Sqft) 66 66 66 346 403 486 383 97' 77 50' 1841 1841 U. Area(Sqft) 21. 21 42 42, U 'Added R Area(Sqft) • 2376 2376 2376, R Area(Sqft) 2376 2376 2376 'CHEM' Tons/ 9.5(}. BTU/hr 46076: �CHECK'' 6:. 411,. PUMPS AND PIPING -ZONE 1 Type R- value /in Diameter Thic=kness.' 1. Circulating .6 0.5 '1 412. WATER HEATING SYSTEMS -ZONE 1 Type Effic=iency StandbyLoss InputRate Gallons 1. . =1' kW 0.9 413. ELECTRICAL C:AL POWER DISTRIBUTION Occupation General Inactive S Lighting criteria in 415.1.ABC have been met. 16. HVAC lead sizing has been performed. c:407. 1: ABC:. 1 ) 0 4500 65 Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414. MOTORS Motor efficiencies in 414.1.ABC.1 have been met. 415. LIGHTING SYSTEMS -ZONE 1 Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) 1 On /Off 6 None 0 4824 2244 1 On/Off 3 None 0 100 12 1 On /Off 3 None 0 100 120 Total Watts for Zone 1 = • 5024. Total Area for Zone 1 = 2376:, Total Watts = 5024' Total Area = .. 2376.. CHECK 17. Duct sizing anti desi gn have been performed. (410. 1 . ABC. 1 . 2) 18. Testing and balancing will be performed. (41c:,.1.ABC:.4) 19. Operation /maintenance manual will be provided two owner. (102.1) .CHECK fog- Reuic /00 PORP05,p; FIRE & ROAD IMPACT FEE /5 OP REQUIRED APR 1 9 1996 METRO-DADE COUNTY WORKS DEPT. APPROVED