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CC-19-2361 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date11/06/2019 Location Address Parcel Number 9801 NE 2ND AVE, Miami Shores, FL 33138 1132060134380 r•nnrartc Permit NO.: CC-10-19-2361 Permit Type: Building (Commercial) Work Clossifrcotion: Alteration Permit Stotus: Approved Expiration: 05/04/2020 9801 PARK LLC Owner 4141 NE 2 AVE 204 A, MIAMI, FL 33137 J.C. & ASSOCIATES GROUP, INC Contractor JUAN CARLOS LAGO 4141 NE 2 AVE, MIAMI, FL 33183 Business: 3052538225 Other:3057423199 Description: REPLACING OLD POST OFFICE CANOPY WITH 6" Valuation: $ 3,500.00 Inspection Requests: 305-762 4949 ALUMINUM CANOPY OVERHANG FOR REAR DOOR WEATHER PROTECTION 54' X 6' Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $55.00 Planning and Zoning Review Fee $35.00 Scanning Fee $18.00 Structural Review ($45) $45.00 Technology Fee $2.63 Total: $212.83 Payments Date Paid Amt Paid Total Fees $212.83 Credit Card 11/06/2019 $162.83 Credit Card 10/07/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of uance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict to with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In -accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permit are require or ECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 0 NERS AFFID T: I cefy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws gulating constr c ' 2n ning. Futhermore, I authorize the above named contractor to do the work stated. Sigriptury. Owne�J / Applicant / Contractor / Agent November 06, Date Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village c F,G Building Department 0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138, Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ll^' `�- v FFBC20►_i) 2 Master Permit No. L/(^ - (L� (l - 230 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9801 NE 2nd Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-4380 Is the Building Historically Designated: Yes NO X Occupancy Type: A-2 Load: 150 Construction Type: III Flood Zone: X BFE: FFE: 10.35' OWNER: Name (Fee Simple Titleholder): 9801 Park LLC Phone#: 305 455 1800 Address: 4141 NE 2nd Ave. Suite #204A City: Miami State: FL Zip: 33137 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JC & Associates Group. Phone#: 305 219 0427 Address: 7741 SW 122 Ave City: Miami State: FL Zip: 33184 Qualifier Name: Juan Carlos Lago Phone#: 305 742 3199 State Certification or Registration #: CGCO57500 Certificate of Competency #: DESIGNER: Architect/Engineer: YcM Engineering Phone#: 305 484 5596 Address: 14245 SW 21 Terr City: Miami State: FL zip: 33175 //��,, Value of Work for this Permit: $ _ j am Square/Linear Footage of Work: 54'X6' Alum Canopy Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Replacing old Post Office canopy with 6' Aluminum Canopy overhang' for rear door weather protection in compliance with high wind design. Specify color of color thru tile: f Submittal Fee $ v r - - Permit Fee,$ S CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ c- ' Double Fee $ Bond $ TOTAL FEE NOW DUE $ (C 2 ' 93 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address N/A N/A City State _ Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu OWNER or AGENT The foregoing instrument w4s a cnowledged before me this day of 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Seal: ; a`r °�q� ANAYS tAGO 6 Notary Public - State o` F:orica 'a Commission; GG 2 t6553 ��orMy Comm. Expires Oct 26, 2022 Bonded through National N tary Assr. *********** APPROVED BY The foregoing instrument wa acknowledged before me this —7— day of 20, by U who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Seal: :►" "Os` _ ANAYS IGO � '_ • ,.�; Notary Public •State o` =,orcJ `a Commission F GG 2 s6553 My Comm. Expires Oct 26, 2022 Bonded through National Notary Assr. t I G1 Plans Examiner 1 I r Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village 10050 N.E. 2nd Avenue NE PIE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCORtDA Project Address Parc( 474 NE 95 Street 113, Miami Shores, FL 33138- Bloc Owner Information Address LNN�E& NESTOR MORALES 474 NE 95 Street MIAMI SHORES FL 3 Contractor(s) Phone Cell Ph REGOSA ENGINEERING SERVICES Ih (786)262-2964 (786)3,1 Type of Work: NEW GAS LINE 75' WATER HEATER Type of Piping: Additional Info: NEW GAS LINE 75' WATER HEATER Bond Return : Classification: Residential Scanning: 1 2019 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L16000130646 Entity Name: 9801 PARK, LLC Current Principal Place of Business: 4141 NE 2ND AVENUE 204-A MIAMI, FL 33137 Current Mailing Address: 4141 NE 2ND AVENUE 204-A MIAMI, FL 33137 US FEI Number: 81-3267935 Name and Address of Current Registered Agent: HOWARD B. NADEL, P.A. 301 W. HALLANDALE BEACH BLVD. HALLANDALE BEACH, FL 33009 US FILED Feb 28, 2019 Secretary of State 5810797768CC Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name CHEMTOV,SHAWN Address 4141 NE 2ND AVENUE, SUITE 204-A City -State -Zip: MIAMI FL 33137 Title MGR Name FUENTES, MARIA Address 10820 SW 200TH DRIVE City -State -Zip: MIAMI FL 33157 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: SHAWN CHEMTOV MGR 02/28/2019 Electronic Signature of Signing Authorized Person(s) Detail Date MecaWind v2323 _r_ , www.meca.biz, ..np.ri,;h:. 2.1 Calculations Prepared by: Calculations Prepared For: Yan L. Solis P.E. Client: 9801 PARK, LLC 14245 SW 21 Terrace Street Miami, Florida, 33175 Location: 9801 NE 2nd Avenue, Miami Shores, FL 33138 Date: Oct 02, 2019 Description: Designer: Yan L. Solis New Canopy - Wind Load Calculations FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = D Wind Design Speed = 175.0 mph Risk Category = II Structure Type = Building Building Type = Partially Enclosed General Wind Settings = ASCE 7-10 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SDB = Simple Diaphragm Building = False MWFRS = Analysis Procedure being used for MWFRS = Ch 27 Pt 1 zi = Level of highest opening in building or zero to use h = 0.0 ft C&C = Analysis Procedure being used for C&C = Ch 30 Pt 1 Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 " " '• Building Inputs •� •""• • Roof Building Roof Type = MonoSlope MonoSlope = 000000 '••• ••••�• W Width Perp to Ridge = 6.000 ft L Length Along Ridge = 54t 1,1Q!•ft • • EHt Eave Height = 12.000 ft RE Roof Entry Method = Slope** ••�• " " '• Slope Slope of Roof = 6.93 :12 OH Specify Roof to Wall intersgr.'6 ph and Oygjga1hg= None Par Type of Parapet = None Theta Roof Slope = 30.0 Deck • ••••• • Par Is there a Parapet = False OH ALL: None = 0 .O:G•:b ••••• •��• � Exposure Constants per Table 26.9-1: •••••• • �• Alpha: Const from Table 26.9-1= 11.500 Zg: Const from Table 26.9-1= 7X .0.00oft • • • At: Const from Table 26.9-1= 0.087 Bt: Const from Table 26.9-1= 10070 " " '• Am: Const from Table 26.9-1= 0.111 Bm: Const from Table 26.9-1= 0 %Vo �••••� C: Const from Table 26.9-1= 0.150 Eps: Const from Table 26.9-1= 0.125 • •• • • • • • Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = None Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: `•• S 04/ No. 75423 �0'•, STATE OF •��� �4,0RIDI:%', S11111111 Z 163 EHt = Eave Height RHt = Ridge Height = 12.000 ft = 15.464 ft h = Mean Roof Height: 0.5*(EHt+RHt) = 13.732 ft Zh = Mean Roof Height for Kh: h + Base_Dist = 13.732 ft Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 ' Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Partially Enclosed Building = +/-0.55 RA = Roof Area = 379.32 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 41.19 psf qin = For Negative Internal Pressure of Partially Encl. Bldg use qh*LF = 41.19 psf qip = For Positive Internal Pressure no zi entered so use qh*LF = 41.19 psf Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 8.239 ft Izm = Cc * (33 / Zm) 0.167 = 0.189 Lzm = L * (Zm / 33) Epsilon = 546.493 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.963 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.907 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 13.732 ft RHt = Ridge Height Of Roof = 15.464 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 54.750 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 6.000 ft L/B = Ratio Of L/B used For Cp determination = 0.110 h/L = Ratio Of h/L used For Cp determination = 2.289 Slope = Slope of Roof = 30.0 Deg OH_Bot_-Y = Overhang Coefficient Bottom Surface (Windward Only) = 0.8, 0.8 OH_Top_+X = Overhang Coefficient Top +X Edge = -0.6, -0.6 OH_Top_+Y = Overhang Coefficient Top +Y Edge = -0.6, -0.6 OH_Top_-X = Overhang Coefficient Top -X Edge = -0.6, -0.6 OH_Top_-Y = Overhang Coefficient Top Windward Edge = -0.6, -0.6 • • Roof -LW = Roof Coefficient (Leeward) =-;.6,••.0.6 • Cp= Windward Wall Coefficient (All L/B Values) = 06$4000 • _WW Cp_LW = Leward Wall Coefficient Using L/B = �Oi�O a•••• Cp-SW = Side Wall Coefficient (All L/B values) •• = -0.70 • GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = ]•tt•a• ••••• GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1!te• • •••• Wall Wind Pressures based On Positive Internal Pressure (+GCPi)-•aTaWi to RidgO•� All wind pressures include a load factor of 0.6 •••••• Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum • �•••�• Press Press Press Press Pressure* ••• • ft psf psf psf psf psf psf psf •• • • •• -------- ------ ----- -------------- - - • • • 15.46 1.036 1.000 41.41 0.55 5.50 40.16 47.17 45.67 9.60 13.73 1.030 1.000 41.19 0.55 5.36 -40.16 -47.17 45.52 9.60 12.00 1.030 1.000 41.19 0.55 5.36 -40.16 -47.17 45.52 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf ----- ----- ----- ----- -------------------- ----- -------------- 15.46 1.036 1.000 41.41 -0.55 50.82 5.15 -1.85 45.67 9.60 13.73 1.030 1.000 41.19 -0.55 50.67 5.15 -1.85 45.52 9.60 12.00 1.030 1.000 41.19 -0.55 50.67 5.15 -1.85 45.52 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive 6 Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp min* Pn_max Pp_max ft ft psf psf psf psf --------- ----- ---- ------ ------ ----- -------- -------- -------- -------- OH Bot -Y N/A N/A 0.800 0.800 0.000 28.01 28.01 28.01 28.01 OH_Top_+X N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 OH_Top_+Y N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 OH_Top_-X N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 OH_Top_-Y N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 Roof LW N/A N/A -0.600 -0.600 0.550 1.65 -43.66 1.65 -43.66 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn__ max = qh*G*Cpmax - qin*(-GCpi) Pp_min* = qh*G*Cp min - qip*(+GCPi) Pn min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 13.732 ft RHt = Ridge Height Of Roof = 15.464 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 6.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 54.750 ft L/B = Ratio Of L/B used For Cp determination = 9.125 h/L = Ratio Of h/L used For Cp determination = 0.251 Slope = Slope of Roof = 30.0 Deg OH_Bot_-X = Overhang Bottom -X (Windward Face Only) = 0.8, 0.8 Roof-1 = Roof Coeff (0 to h) (0.000 ft to 13.732 ft) _ -0.18, -0.9 Roof_2 = Roof Coeff (h to 2h) (13.732 ft to 27.464 ft) _ -0.18, -0.5 Roof 3 = Roof Coeff (>2h) (>27.464 ft) _ -0.18, -0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.20 + • Cp-SW = Side Wall Coefficient (All L/B values) = -Q.70• �••••+ GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.•5Q • • GCpn_LW •••• r • = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ �]•.QQ+• • • •••• • •••••• Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - 1pai;l•1.le1 to Ridge • • All wind pressures include a load factor of 0.6 •••••• •••• :••••0 •••• •••• ••••• Elev Kz Kzt qz GCPi Windward Leeward Side Total Minim" •••• ••• • • • Press Press Press Press Pressu %0 • • • • •••• ft psf psf psf psf psf psf psf ••••.• • • • 15.46 1.036 1.000 41.41 0.55 5.50 29.66 47.17 35.16 9!60 0 • • ••••:0 •••••• 13.73 1.030 1.000 41.19 0.55 5.36 -29.66 -97.17 35.01 9!60 • • 12.00 1.030 1.000 41.19 0.55 5.36 -29.66 -47.17 35.01 9�fcQ• • • •••+•• • • • Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to R ege. All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf ----- ----- ----- ----- -------------------- ----- -------------- 15.46 1.036 1.000 41.41 -0.55 50.82 15.65 -1.85 35.16 9.60 13.73 1.030 1.000 41.19 -0.55 50.67 15.65 -1.85 35.01 9.60 12.00 1.030 1.000 41.19 -0.55 50.67 15.65 -1.85 35.01 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive 6 Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp-max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn min* Pp min* Pn max Pp max ft ft psf psf psf psf ------------ ------ ------ ------ ------ ------------------------------------- OH_Bot_-X N/A N/A 0.800 0.800 0.000 28.01 28.01 28.01 28.01 Roof_l (All) 0.000 13.732 -0.180 -0.900 0.550 16.35 -28.96 -8.86 -54.17 Roof-2 (All) 13.732 27.464 -0.180 -0.500 0.550 16.35 -28.96 5.15 -40.16 Roof 3 (All) 27.464 54.750 -0.180 -0.300 0.550 16.35 -28.96 12.15 -33.16 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp min - qip*(+GCPi) Pn_min* = qh*G*Cp min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface • •••••• • • • • • •••••• •••••• •••• • •••• •••••• •••• •••• ••••• •••••• ••• • • • • • • •••••• NOTE: ALL SHEETS MUST BE REVIEW D MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address 9�jQ% N� jy�� -7' Contractor No. G�4G ' 0 / 00 U. Z W Folio / r ' 32O !��©l3 ' g J�� 33J38 � Z 0 o Last four (4) digits of Qualifer No. 3 o W a s Contractor Name JG a a o o Lot Block F LL Qualifier Name �vA C • D a 12 Subdivision PBpg O v? Address :Z%+l e)W 122�� City lAe**W State ip Metes and bounds [ ] New Construction on [ ] Demolish Current M Vacant Land [ ] Shell Only use of property?€'�. U.w [ ]Alteration Interior [ ] Addition Attached Description of Wo �P C)V& i'fAJ'f45 02 PQ Alteration Exterior [ ]Addition Detached [ ]Relocation of Structure [ ] Re -Roof ply j3c�lt•D�nrjo�� t Sq. Ft. 3 Units Floors a [ ] Enclosure [ ] Foundation Only [ ]Repair [ ] Repair Due to Fire [ ]Tent Value of Wor _, 3, '5470 >�MBLD' zek& [ ] Chg. Contractor Owner K Ns►V Address : .4 -,19 a Category MELE [ ] Re -Issue a [ ] N [ ] Re -Stamp City Stateft zip 3-3/5-7[ ] MPLU MLPG w [ ] Revision y w Phone Last four (4) digits of a [ ] MMEC [ ] Not Applicable for o [ ] FIRES Fire Owner's Social Security No. o Z ,,� Name �oU" F Owner TJ/ Gi� ' &/011(L�"�2. Nr= Address Address l4Z� W n I =,7m z g � w w City State Zip City i+�Wl State ZipQ 331-75' pa w �-z v z x 0.0 Phone �� ' / ! < ' `�3? a W Phone J Z I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of ^ a g one -hour. Please contact the Fire Department for current rate. va<n a y 3 15i Request: Date: v)ww M W LU 2nd Request: Date: m 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 A Ic BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION BUILDING 01 GENERAL BUILDING —COMMERCIAL 02 SUB —GENERAL BUILDING —RESIDENTIAL 08 CANVAS AWNING 10 COMMUNICATION TOWER 15 DEMOLITION 29 METAL AWNING & STORM SHUTTER 48 SCREEN ENCLOSURES 51 MURAL SIGNS (NON —ELECTRICAL) 55 t : :SWIMMING POOL , 56 _ > . ° • ` TENNIS COURTS (SURFACE.PAV&G) 86 , ;. <— TRAILER TIE DOWN 88 WALK—IN COOLER 91 " ' h > MARINAS 92 �� * - > 'LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH . :. MODLFIED,sSINGLE PLY) 95 SHINGLES (ASPHALT, FIBERGLASS) 96 Y ` SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) 97 STAGE 2 VAPOR RECOVERY SYSTEM 99 , ,, ; : •'0100 - SOIL IMPROVEMENT BULK STORAGE PROPtANE TANK 0101 ° ` ' ! y REMQVABLE.STORM'PANELS 0107 TILE ROOF - 0110 WATER MAIN 0111 SITE PLAN 0112 • •j `_ -INDOOR'; EVENT/EXHIBIT ' EL- ECTRICAL> - 04° V ' FIRE'ALARM• SPECIALTY 16 SPECIALTY WIRING 38 GENERATORS 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM PLUMBING 0020 "' • = `SEWER CONNECTION TO PUBLIC SYSTEM (THIS -CATEGORY ,: ° • . _ i IS USED-INHEN NO BUILDING PERMIT EXIST) 0024 • • . INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT). LPGX 01 LIQUEFIED PETROLEUM GAS 02 MISCELLANEOUS 04 LIQUEFIED PETROL. GAS/STATE MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM 38 COMMERCIAL HOODS 43 FIRE CHEMICAL 46 SPRAY BOOTHS 48 SMOKE CONTROL 52 RESIDENTIAL ELEVATOR PERMIT TYPE' MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MELD MBLD' MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MELE MELE MELE MELE MPLU MPLU MLPG MLPG MLPG MMEC MMEC MMEC MMEC MMEC MMEC FIRE 32 FIRE SPRINKLER FIRE r% r, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION r BUILDING ELECTRIC ROOFING FBC 20 G� Master Permit No. CC '10• /—/ •2� Sub Permit No REVISION EXTENSION EJRENEWAL F-IPLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9801 NE 2nd Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-4380 Is the Building Historically Designated: Yes NO X Occupancy Type: A-2 Load: 150 Construction Type: III Flood Zone: X BFE: FFE: 10.35' OWNER: Name (Fee Simple Titleholder): 9801 Park LLC Phone#: 305 455 1800 Address: 4141 NE 2nd Ave. Suite #204A City: Miami Tenant/Lessee Name: Email State: FL Zip: 33137 Phone#: CONTRACTOR: Company Name: JC & Associates Group. Phone#: 305 219 0427 Address: 7741 SW 122 Ave City: Miami State: FL Zip: 33184 Qualifier Name: Juan Carlos Lago Phone#: 305 742 3199 State Certification or Registration M. CGC057500 Certificate of Competency #: DESIGNER: Architect/Engineer: YcM Engineering Phone#: 305 484 5596 Address:14245 SW 21 Terr City: Miami State: FL Zip: 33175 Value of Work for this Permit: $ 3500 Square/Linear Footage of Work: 54'x6' Alum Canopy Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Descrintion of Work: Replacing old Post Office canopy with 6' Aluminum Canopy overhang for rear door weather protection in compliance with high wind design. Specify color of color thru the: Submittal Fee $ Scanning Fee $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CO/CC $ _ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A 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 ha:�v 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signatu CONTRACTOR The foregoing instrument was acknowledged before me this day of as me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Sign:_ Print: Print: Seal Seal: 141 ************************************************************************************************************ APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Ica r r t1 ('.���`r..aflr <,)°l� iJ.7•Ca"'�.(Oi I+.:II I�l 9 1 �� S: f� t F ill% �61t .� t'► 1�171. BCIs Home y Loy In User Reyistratlon Hot Toplcs Submit Surcharge ; stats & Facts Publications rsc staff' BQs site Map �j ug. sgarch PFlrrida p P� • • • • • roduct Approval • • • 000000 USER: Public User • • • • • • • — — _— Prpduct Approval Menu > Application Detail • • • • • • • • Application Type New •••••• ••• • ••�••• Code Version 2014 • • • • • • • • • • • • Application Status Approved • • •• •••••• • Comments •••••• • • • • Archived L] . • • • • • • • • • • • • • • • • Product Manufacturer Structall Building Systems, Inc. Address/Phone/Email 350 Burbank Rd. Oldsmar, FL 34677 (813)855-2627 info@structall.com Authorized Signature Kenny Matuza Info@structall,com Technical Representative Ken Clay Address/Phone/Email 350 Burbank Road Oldsmarr FL 34677-4906 (800) 969-3706 kclay@structall.com Quality Assurance Representative Ken Clay Address/Phone/Email 350 Burbank Road Oldsmar, FL 34677 (800) 969-3706 kclay@structall.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim the Evaluation Report Florida License PE-49497 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By CBUCK Engineering, Inc. 12, Validation Checklist - Hardcopy Received Certificate of Independence FI 21443 RO COI certificate of ind nondenno odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 11/29/2016 Date Validated 12/05/2016 Date Pending FBC Approval 12/06/2016 Date Approved 02/07/2017 •' • ' • • Summary of Prnducta • • • • • • .. _ _ FL # Model, Number or Name Description • • • • •••• 21443.1 Snap-N-Lock Composite Panel 3"xO.024"xilb EPS Composite Panel"Gee* Limits of Use Approved for use in HVHZ: Yes Installation Instructions • • FL21443 Approved for use outside HVHZ: Yes RO II 221a Eg hill Af ma 11 Itc panell Install Instnrrtrnnc,nrif Impact Resistant: No Design Pressure: +88.69/-88,69 • • • • • • Verified By: PRI Construction Materials 7achnologies, LLC Other: In HVHZ, product shall be used in structures Created by Independent Third Marty: Yea • 0 0 0 Evaluation Reports • • meeting the requirements of FBC Section 1626.1, unless impact : FL21443 RO AE Structall 024-61%i Ijto ion R;Dor protection is provided. See installation drawing for FBC.Ddf %2pi4 design pressures and spans. Created by Independent Third Party: Yes • • • • • • 21443.2 Snap-N-Lack Composite Panel 3"xO.030"x11b EPS Composite Panel Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL21443 RO II 2014 FBC Structall Sin-030-11 ac panel Approved for use outside HVHZ: Yes Install In t ctions Ddf Impact Resistant: No Design Pressure: +88.69/-88.69 Verified By: PRI Construction Materials Technologies, LLC Other: In HVHZ, product shall be used in structures Created by Independent Third Party: Yes Evaluation Reports meeting the requirements of FBC Section 1626.1, unless fL21443 RO AE Structall 024-030 Evaluation R Dor 2nta Impact protection is provided. See Installation drawing for FBC. Ddf design pressures and spans. Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fr 32399 Phone: 850-4 7-1824 The State of Florida Is an AA/EEO employer. Coovrtaht 2007-2013 State of Florida :: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your a -mall address released in response to a publto-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. +Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email allures if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you h not wash dress if a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee note under Chapter 455, F.S., please cffck hem. Product Approval Accepts; Credit Card safe 010.4' SM. V/ IF'A FENDER VASHER AND NEOPRENE GASKET a 12• U.C. 3' CGHPIIS17E fODF PANELS fEXTERIOW 000000, OO 000000O 00r)0000 000000 0000000000�)000 0 0O0O0O O O OD O D O ) 0 0 \ (IHTFJFIRO `FIFJ➢nt�L1VE R/Jl WN. 3x2t0A43 DETAIL 2 014x)f' SNS V/ INTMAL 9"/ WASIIEH AND )COPREHE T � O le' = TUP L LOTTRH 000000 O-2O.O. SEAL JOINT WITH CONTINUOUS CAULKING U( 0000 000000 )OOOOO cc) 0000 DETAIL DOTTOrl_INliS 1NTERLDCKiNG. CROSS SECTION OPTIONAL DETAIL 2 GUTTER OR DRIP CAP SLOPE I 4' MAX WIDTH INTERLOCKING 1 PANEL (I/4/FT MIN SLOPE) /- OO O�O�O�OD� EPS CORE ILH 00000000 00 0 0 0 0 0 aq O 00000 \ ALUHDVUM BOttOM I FACINGS I�—CLEAR SPAN N INSIDE TO INSIDE O.H. ENGINEER OF RECORD TO PROVI➢E ALL ROOF CONNECTIONS 6 ADD THICKNESS OF 36' MAX IN FRONT L 25X SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL DF PANEL WIDTH a SIDES IN ADDITION TO AND IN -LIEU OF PANEL SPAN, (12' MAX AT SIDES) DETAILS SHOWN. 3" EPS ROOF PANEU SPAN DESCRIPTION 'iwcNHDEFLASHING SHINGLED / DO K I M e LEAST 6' (i AHHO CIATE6, LLC ' CONSULTING STRUCTURAL EXTRUDED OR BRAKE -FORKED HOOF HEADER DR RECEIVING CHANNEL (OA44' HIR. THICKNESS) ENGINEERS WITH Him Or HEARING LEG. (n Y.•0 x 2• LAG SCREV O 2{' 6C \ ENTIRE LENGTH OF RECETJAIO CHANNEL IO eoX 70¢19 Texpr.FL33610 SECURE FASCIA TG EACH RAFTER TAIL T& 013EDST•Hm V/ <n N'0 x 4' LINO PAN HEAD LAG SCREVS BEECRE ATTACMNG RECEIVING LHNDEL gx,,.Ipy D..Aoftn ® ar"iI I FOR PAOOUCI 0 SOFFIT SOFFIT C ❑R) SEALANT ' 0 x 21S' LONG VGOO LAG SCREW DR •' P x Elj• LONG MASONRY AKHaRS SLOPE ¢ 24' DG MAX, Q 0000000000 D • t O IID.tt STRUCTURE 0O0O00000O 0O 00 O' ' • • MAEQDNY 0R VODW .\. - O ui 2 a VTEGRAL �'A WASHER AND '¢ 12' L 9 TDP L BOTTOM EXTRUDED !II DRAKE -I—. RDDF HEADER DA RIiE1VIHG CHANNEL W044' HRL THICKNESS) U 111317S INSTALLATION OF TOP WITH m iW HEARING LEG 14.4' SAS. W/Wi' P FENDER I'RENE TMSKET a 12• I1G O tp y pOp t!)K'tmT �f0 o m LL a UL DETAIL 1 _ e'Z w n w mm E m�9 J N Q 2%Srv'ip cy¢ j( (L < to � ❑ 0 � • • • • • 0. J • • • • DSrm 00 • •:s :FTC D. .cC •''•s/ONAL�,, •• ••• • • • T►Ad.m ut.x • e=n m.4.�i7ACd: ewwy r. • • • • • .00 • • 4RMYeu,wertm, w04d M�4•NKxrt4tttpfA • • • • • •]0"A'AN1rikA iIm • • • • • • • • • • • Drawing No.-161027 • • SHEET 2OF2 • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • - To: Miami Dade County Derm Plan Reviewer From: Yan L. Solis, P.E. Date: 10/10/2019 Re: DERM Comment Clarification Process Number: M2020000426 Project Information: Client: 9801 Park LLC Project: New Aluminum Canopy Address: 9801 NE 2 Ave, Miami Shores, FL 33138 1- The Current use is unknown, specify in plans on plans if the area under the canopy will be used as a seating area of an existing or proposed restaurant Building occupancy is Mix (Commercial Retail / Restaurant), there are two existing restaurants and a post office in the building. Proposed 6'-0" Overhang new canopy will be used to provide weather protection to the existing rear doors, no seating area under proposed new canopy for any of the existing restaurants or proposed new restaurant in the building. Respectfully Submitted, ``X%1111111111I �.� N L. Spy �. No.75423 _ 1ohv iq = STATE OF •�� i�.t�• F�ORIDp'•••���� �4NALZ �N�� Yan L. Solis, P.E. P.E.# 75423