Loading...
DS-12-2094 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197818 Permit Number: DS-11-12-2094 Scheduled Inspection Date: October 28,2013 Permit Type: Driveways/Sidewalks/Slabs Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: , Work Classification: New' Job Address:160 NE 99 Street Miami Shores, FL 33138- Phone Number (305)864-8885 Parcel Number 1132060132250 Project: <NONE> Contractor: RAINBOW ENTERPRISES Phone: (305)688-9288 Building Department Comments DRAINAGE AND PAVING OF PARKING LOT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-197755. LANDSCAPING MUST BE FINISHED. Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 25,2013 For Inspections please call: (305)762-4949 Page 3 of 17 I Miami Shores Village 3 Building Department N®V 0 5 202 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 — Tel:(305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 1U"�����' FBC20I,� U DING Permit No. PERMIT APPLICATION Master Permit NoD SM— Permit Type: BUILDING ROOFING JOB ADDRESS: I too tL1 �� 9 City: ' Miami Shores County: Miami Dade Zip: 3313 8 FoHo/Parcel#: A l° 3 2®(P ®6 -.225 0 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Miami S kof-es t-erg-kr- W-Phone#:0305) '964-999E Address: l °7 d � �� 504e- 09 City: lam! i0i M 1 wc-h State: r l Y-i d Q Zip: 3 3 1 L Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Co any N in kj h {te �a . a Phone#:,�� Address: / r City: 6 ��State: PI-14 Zip: Q ualifier Name: Phone#: �a 'PIq�I State Certification or Registration#: Certif ate of Comp to cy#: Contact Phone#: 7a Email Address. RJ Cl �i DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ �D� a Square/Linear Footage of Work: Type of Work: LIAddition ElAlteration �ONew ❑Re a:r a lace �D moytion P Description of Work• ► '" J Color thru tile: •••��•••••••••�x•�•••x••••••••�•••�••••Fees••••�•••••�••uxxxx:xx•�n•x••xx•••xx••�••••••u o� Submittal Fee$, Permit Fee$ `� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ • -sonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence h posted notice, the inspection will not be approved and a reinspec 'on fee ill be charged. Signature— Signatur 91 Owner or Agent Contract r The foregoing instrument was acknowledged before me this The foregoing instrument w acknoyw ledged before me this day of ,20�,by n yn V Z e—' day of ,20��-;by J 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 take an oath. as identification and who did take an oath. �X%1i111111111 NOTARY PUBLIC: NOTARY PUBLIC: `��� ��i,,� ....... . 16, X01 W Sign- Sign: _ •�����d���j0 — Print: IV 1,m,10 Print: — Commission Expires: 91OZ1901£0 , M Com s 'ssi P My Comma Y �o'••.a�IdX�• ORIT MIMOUN Commission#DD 946625 �., ig'll My Commission Expires `„x�,x���,x,x�,xx�,x��x,�� ill APPROVED BY <` -rc)- Plans Examiner &e Z � Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) i I� i i I ' } p� FlRST-CLASS tESS�T 6+ ~ 911 f VIIIW' ;-£ � 11AZAa t L�`�'dJ 0z �- U.S.POSTAGE PAID MIAMI,FL PERMIT NO.231 THIS IS NOT ABILL-DO NOT PAY PT ONWAL RECE 238908-8 BU (2S1S 92 A E/LOCATION .RAINBOW ENTERPRISES CC # E1886 1271 BURLINGTON ST 33054 OPA LOCKA OWNER RAINBOW PAVING INC Sec.Type of Business WORKER/S THIS Is 110 ASL99PIALTY ENGINEERING CONTRACT 7 BUSINESS TAX RECEIPT.R 'DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISnNG REGULATORY OR DO NOT FORWARD ZONING LAWS OF THE COUNTY OR CITIES. NOR li DOES R EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE pEOU1RED BY LAW.THIS IS NOT A CERTIFICATION OF RAINBOW ENTERPRISES THE HOLDER'S GUALIFICA- MICHAEL ADAMS PRES nONS. 1271 BURLINGTON ST PAYMENT pECEIVED OPA LOCKA FL 33054 MUUAI-DADE COUNTY TAX COLLECTOR: 02260013001 1 li II ii i 1 1 1 11 11 111 11 11� I 000045.00 SEE OTHER SIDE I FIRST-CLASS U.S.POSTAGE i ® PAID MIAMI,FL PERMIT NO.231 THIS IS NOT A BILL—DO NOT PAY RECEIPT NO. 30-2389088 CC NO: E1886 BUSINESS NAME/LOCATION RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR RAINBOW ENTERPRISES AS SPECIFIED HEREON. 1271 BURLINGTON ST OWNER :RAINBOW PAVING INC I SEE BACK OF RECEIPT FOR SPECIALTY ENGINEERING CONTRACT A LIST OF NON-PARTICIPATING MUNICIPALITIES Receipt holder must DO NOT FORWARD where work RAINBOW ENTERPRISES where work is to be MICHAEL ADAMS PRES done. 1271 BURLINGTON ST CPA LOCKA FL 33054 PAYMENT RECEIVED MIAMI•DADE COUNTY TAX coLLr)'27/2012 02260077001 600175.00 111 111111111 11111111111,1 ttl111 t111/111111flaI°11 www.sunbiz.org-Department of State Page 1 of 2 MHome Contact Us E-Filing Services Document Searches Forms Help Previous on List Next on List Return To List Entity Name Search No Events No Name History Submit.; i I - Detail by Entity Name Florida Limited Liability Company MIAMI SHORES CENTER,LLC Filing Information Document Number L02000000072 FEI/EIN Number 020533246 Date Filed 12126/2001 State FL Status ACTIVE Principal Address 210-71 ST STREET SUITE 309 MIAMI BEACH FL 33141 Changed 04/0312009 Mailing Address 210-71 ST STREET SUITE 309 MIAMI BEACH FL 33141 Changed 04/03/2009 Registered Agent Name &Address PIOTRKOWSKI,JOEL S ESQ 317 71 ST STREET MIAMI BEACH FL 33141 US Name Changed:01/04/2011 Address Changed:01/04/2011 Manager/Member Detail Name&Address Title MGRM NEW MONACO MANAGEMENT, INC. 210-71ST STREET,SUITE 309 MIAMI BEACH FL 33141 Title MGR MUSSAFFI,ROY I 210 71ST STREET SUITE 309 MIAMI BEACH FL 33141 Annual Reports http://sunbiz.org/scripts/cordet.exe?action=DETFIL&inq_doc number=L02000000072&in... 11/1/2012 www.sunbiz.org-Department of State Page 1 of 2 l f , Home Contact Us E-Filing Services Document Searches Forms Help Previous on List Next on List Return To List Entity Name Search Events No Name History Submit: Detail by Entity Name Florida Profit Corporation NEW MONACO MANAGEMENT INC. Filing Information Document Number P94000003956 FEI/EIN Number 650469384 Date Filed 01/18/1994 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Flied 12/0512000 Event Effective Date NONE Principal Address 210 71 ST STREET #309 MIAMI BEACH FL 33141 Changed 1210512000 Mailing Address 210 71 ST STREET #309 MIAMI BEACH FL 33141 Changed 12/05/2000 Registered Agent Name &Address PIOTRKOWSKI,JOEL S 317-71 STREET MIAMI BEACH FL 33141 US Name Changed:04/02/2002 Address Changed:04/02/2002 Officer/Director Detail Name&Address Title P YEHEZKEL, HAIM 210 71 ST STREET,STE.309 MIAMI BEACH F;33141 Annual Reports Report Year Filed Date http://sunbiz.org/scripts/cordet.exe`Zaction=DETFIL&inq_doc_number=P94000003 956&in... 11/1/2012 i Permit No: 12-2094 Job Name: November 16, 2012 Page 1 of 1 Building Critique 1) Provide approval from Miami Dade County DERM/PERA/??? 2) Provide permit applications for the electrical and plumbing. 3)The code references on page A-001 are incorrect.This is Dade County. Remove references that do not pertain to this work. :�! oundation 1 ,�jb4 Identify the location of the 5' high masonry wall. Provide a separate permit for the wall.The for the wall does not comply with FBC 1819.3 and 1819.4. Provide the wind load design criteria for the design and provide calculations. 5) Provide an accessible route from the parking spaces to the public way. FBC Acc 206 6)The second accessible space on the east is marked by a sign but does not show any other compliance. Is the sign an error, if not provide details and show compliance with all accessible features. 7)The civil plans and the architectural plans both detail accessible features and conflict with each other. Provide one detail for each component. i i Norman Bruhn i 305-762-4859 If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 I I i I 'i I E+E CONSULTING ENGINEERING INC J06 TITLE MIAMI SHORES PARKING ROBERT A FASULLO P.E. 13948 160 NE 99TH ST, MIAMI SHORES, FL 1400 E OAKLAND PARK, FL SUITE 108 JOB NO. 12135 SHEET NO. FORT LAUDERDALE,FL, 33334 CALCULATED BY A.H. DATE 12.10.12 954.566,9708 CHECKED BY R.A.F. DATE 12.10.12 STRUCTURAL CALCULATIONS FOR MIAMI SHORES PARKING 160 NE 99TH ST, MIAMI SHORES, FL I i I I pfM L I 'L III J • �V� * Q �_ - s f E+E CONSUL1iNG ENGINEERING INC .ros mtE MIAMI SHORES PARKING ROBERT A FASULLO P.E.13948 160 NE 99TH ST,MIAMI SHORES,FL 1400 E OAKLAND PARK,FL SUITE 108 Joe No.12135 SHEET No. FORT LAUDERDALE,FL,33334 cALcuLATED BY A.H. DATE 12.10.12 954.6%.9708 CHECKED ey R.A.F. DATE 12.10.12 CODE SUMMARY Cam: Florida Building Code 2010-High Velocity Zone Live Loads: Roof 0 to 200 sf: 30 psf 200 to 600 st 30 psf over 600 sf: 30 psf Typical Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies&first floor corridors 100 psf Balconies(exterior) 100 psf I I Dead Loads: Floor 100.0 psf Roof 20.0 psf Wind Desijan Data: Ultimate Design Wind Speed 170 mph j Nominal Design Wind Speed 131.68 mph Risk Category I Mean Roof Ht (h) 65.0 ft Exposure Category C Enclosure Ciassif. Enclosed Building Internal pressure Coef. +1-0.18 Directionality (Kd) 0.85 Roof Snow,Loads: Design Uniform Roof Snow load = 0.0 psf Flat Roof Snow Load Pf = 0.0 psf Balanced Snow Load Ps = 0.0 psf Ground Snow Load P9 = 0.0 psf Importance Factor 1 = 0.80 Snow Exposure Factor Ce = 1.00 Thermal Factor Ct = 1.00 Sloped-roof Factor Cs = 1.00 EarthauakwDeslan Data Risk Category I te9 rY I Importance Factor I = 1.00 j Mapped spectral response ac oeleratic .Ss = 160.00 %g $1 = 50.00 %g Site Class - D Spectral Response Coef. Sds = 1.067 Sd1 = 0:500 Seismic Design Category = D Basic Structural System = Bearing Wall Systems Seismic Resisting System = Ordinary reinforced concrete shear walls Design Base Shear V = 0.047W Seismic Response Coef. Cs = 0.047 Response Modification Factor R = 4 Analysis Procedure = Equivalent Lateral-Force Analysis I 'I I E+E CONSULTING ENGINEERING INC JOB TORE MIAMI SHORES PARKING ROBERT A FASULLO P.E.13948 160 NE 99TH ST,MIAMI SHORES,FL 1400 E OAKLAND PARK,FL SUITE 108 JOB N0. 12135 SHEET NO. FORT LAUDERDALE,FL,33334 CALCULATED BY A.H. DATE 12.10.12 954.566.9708 CHECKED aY R.A.F. DATE 12.10.12 I I CODE SUMMARY-continued Component and cladding ultimate wind Pressures Roof Surface Pressure(psf) Area 10$f I 100 sf 500 sf Negative Zone 1 -114.8 --93.5 -78.5 Negative Zone 2 -180.3 -150.3 -129.4 Negative Zone 3 -180.3 -150.3 -129.4 Positive Zones 1-3 16.0 16.0 16.0 I Parapet Solid Parapet Pressure(psf) Area 10 sf 100 sf 500 sf CASE A: Interior zone 234.8 193.6 161.4 Comer zone 234.8 193.6 161.4 CASE B: Interior zone -132.1 -113.7 -95.4 Comer zone 1 -198.1 -157.8 -117.4 I i wall Surface Pressure(psf) Arear 20 sf 1 100 sf 500 sf Negative Zone 4 -78.5 -71.2 -64.0 Negative Zone 5 -143.9 -114.8 -85.8 Positive Zone 4&5 0 to 15' 61.1 53.1 45.1 20 ft 64.1 55.6 47.1 25 It 66.6 57.7 48.8 30 It 68.7 59.4 50.1 40 ft 72.1 62.3 52.5 50 ft 75.0 64.7 54.4 60 It 77A 66.7 56.0 h=65 ft 78.5 67.6 56.7 ridge=66.6 ft 78.8 67.9 56.9 i I i i II I i I I I i vat'�IL t ZV I` f �- 5�b 4w) 5 �•Der t2 I ..A il- i7i--w �►4iFJ Ho4tqd(T Cl- K pr I � � 5fl, R. A.. t°a,' :r . C❑na!".i7iiig: - (22 z., 19) 4 1p ' ( X l r,,f —7 +44 o,b-71 (22 z., 19) 4 1p ' ( E+V ONSULTING ENGINEERING INC Jos TITLE MIAMI SHORES PARKING ROBERT A FASULLO P.E.13948 160 N£99TH ST,MIAMI SHORES,FL 1400 E OAKLAND PARK,FL SUITE 108 Jos No. 12135 sHM NO. FORT LAUDERDALE,FL,33334 CALCULATED BY A.H. DATE 12.10.12 954.566.9708 CHECKED BY R.A.F. DATE 12.10.12 Wind Loads -Other Structures: ASCE 7- 10 Ultimate Wind Pressures Importance Factor= 1.00 Gust Effect Factor (G)= 0.85 Wind Speed= 170.mph Kzt= 1.00 Exposure= C A Solid Freestanding Walls&Solid Signs(&open signs with less than 30 a open) s/h= 1.00 Case A&B Dist to sign top(h) 5.0 ft B/s= 23.00 Cr = 1.30 Height (s) 5.0 ft Lr/s= 0.13 F=qz G Cf As = 59.0 As Width (B) 115.0 ft Kz = 0.849 As= 10.0 sf Wall Return(Lr)= 0.7 ft qz= 53.4 psf F = 590 Ibs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area OA% factor= 1.00 Horiz dist from windward edge Cf F=azGCfAs(Dsfl Case C reduction factors 0 to s 3.13 142.1 As Factor if slh>0.8= 0.80 s to 2s 2.07 93.8 As Wall return factor 2s to 3s 1.59 72.0 As for Cf at 0 to s= 0.96 3s to 4s 1.29 58.4 As 4s to 5s 121 54.7 As 5s to 10s 0.77 34.9 As >10s 0.44 20.0 As i il I i I i I i i BARrc h �ctu r .l - S t uff c> The Design-Build Company FLA Lic.#AR001 160 November 7th ,20�✓ Permit Number: 12-2094 Address: 160 N.E.99th Street Miami Shores, Florida Response tto Comments 4 Provide approval from Miami Dade County DERM/PERA/??? GC to provided stamped plans by DEM/PERA �.Provide permit applications for the electrical and plumbing. GC to provide permit application. 3.The code references on page A-001 are incorrect.This is Dade County.Remove references that do not pertain to this work. Sheet A-001 corrected. 4.Identify the location of the 5'high masonry wall.Provide a separate permit for the wall.The foundation for the wall does not comply with 1`136 1819.3 and 1819.4.Provide the wind load design criteria for the design and provide calculations. Wall identified on sheet A-SP 100. � Jind load design criteria attached to set and corrections noted on sheet A-SP200 V5.Provide an accessible route from the parking spaces to the public way.FBC Ace 206 j.Th No ted on sheet A-SP100&C-1 e second accessible space on the east is marked by a sign but does not show any other compliance.Is the sign an a error,if not provide details and show compliance with all accessible features. 7 Sign noted by error and removed from sheet. /7.The civil plans and the architectural plans both detail accessible features and conflict with each other. Provide one detail for each component. Details removed from Architectural plans. 8.Photometrics to show 0.5 footcandle max.by residential area t d have any questions or concems,please feel free to contact me at 954-274-9438 r AIA Architecture • Construction Management • Planning • Interiors 5011 SOUTH STATE ROAD 7,SUITE#107,DAVIE,FLORIDA 33314 TEL(954)418-BARR FAX(954)212-2962 AR0016160•CGC1504430 11/08/2012 12-2094 1) Provide approval from Miami Dade County DERM/PERA/??? 12/19/2012-Plans do not have DERM stamp- AS. 2) Provide permit applications for the electrical and plumbing. 3)The code references on page A-001 are incorrect.This is Dade County. Remove references that do not pertain to this work. 4) Identify the location of the 5' high masonry wall. Provide a separate permit for the wall.The foundation for the wall does not comply with FBC 1819.3 and 1819.4. Provide the wind load design criteria for the design and provide calculations. 5) Provide an accessible route from the parking spaces to the public way. FBC Acc 206 6)The second accessible space on the east is marked by a sign but does not show any other compliance. Is the sign an error, if not provide details and show compliance with all accessible features. 7)The civil plans and the architectural plans both detail accessible features and conflict with each other. Provide one detail for each component. Norman Bruhn 305-762-4859 i it �1►♦5 OR y logo l " Miami shores Village Building Department �ZOR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: 2--o TDATE: :3 Contractor o Owner o Architect Picked up 2 sets of plans and (other) Address: Ae From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continu permi 'n rocess. Acknowledged by: AO _ PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: K