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EL-15-2380 v i 3u� w� . � k • ?wl{ Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 777, y Phone: (305)795-2204 s fi,,, iFi,. �i• €i� � �RijJC. j ... c f 1I '4l115 „ Expiration: 04111/2016 Project Address Parcel Number Applicant 1201 NE 101 Street 1132060171470 MICHAEL JOSPEH NUNZIATA Miami Shores, FL 33138-2608 Block: Lot: Owner Information Address Phone Cell MICHAEL JOSPEH NUNZIATA 1201 NE 101 Street (352)682-8303 MIAMI SHORES FL 33138- 1201 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 METRO ELECTRIC SERVICE, INC Total Sq Feet: 00 Type of Work:NEW ADDITION ELECTRICAL WORK AND NE Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Scanning:3 Meter Box Alteration Relocation Fire Alarm Service Change Review Electrical Underground W.W. Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# EL-9-15-57134 DBPR Fee $3.38 10/14/2015 Check#:298 $247.16 $0.00 DCA Fee $3.38 Education Surcharge $0.80 Permit Fee-Additions/Alterations $225.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $247.16 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI - rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ing. a ore,I authorize the above-named contractor to do the work stated. October 14,2016 ed 6KaturkiDwner / Applicant / Contractor / Agent Date Building Department Copy October 14,2015 1 ~ Ae F^`: -�y�2 DAVID A. DACC)UISTO` /\|CP DEVELOPMENT ORDER File Number: PZ'01'15-2015162 Property Address: 1201 NE 101"' Street. Miami Shores. FL3]l38 Pr»portyOwnor/App|icunu Niohor|Nun,iam muumys; 1201 NE lU|n Street. Miami Shores, FL 33138 A&ou$: Gomuvn8pukoiny Address: 3204Bird Avenue. Pl |5, Miami. PL33|33 Whereas.tile applicant Michael Nunziata(OiAner). has riled an application for site plan review before the Planning Board ontile above pmpen}. Tile applicant sou�hrapproval oufo||o"/s�' Pursuant toAnicleo/V Vand Y(u[Appendix AZoning. Sec.4O0Schedule ofKc�o/atinns and SochOOSite plan nvienand ' appmvu!rrqui�d.Fim/s/onaddition. Whereas, upub|ic heaving was held on February %6, %A}5and the Board, after having considered the application and after hearing testimony and rr,ic*io�the evidence entered, �nds |. Thx application was made in n manner consistent with the requirements of the Land Development Code ofMiami Shores Village. l The condition,, oil thr pnopcn> and the representations made at the hearing merit consideration and are consistent with the requirements nfthe Lund Development Code. The Board requires that all further development o[the property shall be performed in a manner consistent with the site plan,dmvin&*.and the conditions o&�edupon mthehearing: |) Appnv,u| is granted as shown oil /he plans submitted and made n part of this approval to construct a 20 s4. ft.one-story master bedroom suite addition. 2> Applicant toobtain all required building permits before beginning work. 3) Landscaping usshown oil Sheet No.A|'0| shall becompliant with Division |7ofAppendix A. Village of Miami Shores Code of Ordinances.The applicant shall not reduce the approved landscaping ,without planning board approval except the planning director may approve modifications administratively where modification tothe landscape plan ienecessary ro comply with Division )7ormadd additional landscaping' 4) Ground cover shall comply with the provisions Division |7o[Appendix A. Village uf Miami Shores Code ofOrdinances.artificial turf is specifically prohibited. 5} Landscaping shown ooSheet No. 6|'0| shall beinstalled and completed within one(|)year o[the issuance o[the certifixmcofcompletion hythe building official. Page / of� 6) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources. Environmental Plan Review Division (DRER. EPRD) and the Miami-Dade Department of Health(DOH`HRS)as required. 7) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 8) The site shall not drain onto neighboring or village properties. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on- site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require planning board review and approval. Modifications to the approved drainage plan shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Of and the Plannin; Director. Major changes to the approved drainage plan shall require a new site plan review application and review and approval by the Planning and Zoning Board. 9) Applicant to meet all applicable code provisions at the time of permitting. 10) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(I)year of the signing of the development order by the board chair.or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 26"' day of February. 2015 by the Planning and Zoning Board as follows: Mr.Abramitis Yes Mr. Busta Yes �r Mr. Reese Yes Mr.Zelkowitz Absent Chairman Fernandez Yes Date ichard M. ernand Chairman, Plannin oard Pa,,e 2 of 1 ,g�►OR Es logo ,,,,,� - --Ir Miami Shores Village 2015 Building Department ��ORt1Dp' BY: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by Michael Nunziata to perform special inspector services under the Florida Building Code at the 1201 NE 101 ST,Miami Shores,FL project on the below listed structures as of 9-12-2015 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC-5-15-1163 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2A.2) 13->SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS.FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. Abilio Martin 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect / Name Pavel Gonzalez,P.E. (PRINT) Address 8776 NW 168 Ln,Miami Lakes,FL 33018 DATE: 9-8-2015 Phone No. 305 362 6871 Created on 6/10/2009 OR 193 �I >t9aa ,,,, ,.,,,M Y��_. Miami shores Village L �e �E� 1 20� Building Department tee to I 9 p �ORII� I 10050 N.E.2nd Avenue BY. Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE (We)have been retained by Michael Nunziata to perform special inspector services under the Florida Building Code at the 1201 NE 101 ST,Miami Shores,FL project on the below listed structures as of 9-12-2015 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC-5-15-1163 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) [+>SPECIAL INSPECTOR FOR REINFORCED MASONRY;FBC 2122.4(R4407.5A) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) SPECIAL.INSPECTOR FOR SOIL COMPACTION,FSG 1820.3.1'(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1, Abillo Martin 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerlArchitect Name Pavel Gonzalez,P.E. (PRINT) cAddress 8776 NW 168 Ln,Miami Lakes,FL 33018 DATE: 9-8-2015 Phone No. 305 362 6871 Created on 6/10/2009 1 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTR C_, ION Florida Department of Business and Professional Regulation - Residential Perf r ho Project Name: ADDITION TO NUNZIATA RESIDENCE Builder Name: Street: 1202 NE 101th ST Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL,33138- Permit Number: Owner. NUNZIATA FAMILY Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(243.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 242.96 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (204.0 sqft.) Insulation:• Area a.Under Attic(Vented) R=30.0 204+00 ft2 6. Conditioned floor area above grade(ft2) 204 b.N/A • •R= 0000 ft2 ••••• Conditioned floor area below grade(ft2) 0 c.N/A •• V= • *•• ft2 00 11.Ducts 000000 •• Ft ft2 00.00 7. Windows(65.0 sqft.) Description Area a.Sup:ADDITION,Ret:ADDITION`ffADDITION 6 40.8 a. U-Factor. Sgl,U=0.65 65.00 ft2 ••••• SHGC: SHGC=0.30 • • 0000•• b. U-Factor. N/A ft2 12.Cooling systems •••• kBtu/ht' Efficiency ••;•• SHGC: a.Central Unit ••0••0 29.00415E€11%16.00 00000 00 c. U-Factor. N/A ft2 0000• • • SHGC: 13.Heating systems • • ••kBtu/hr Efficiency • d. U-Factor. N/A ft2 a.Electric Strip Heat AQ•GOW 1.00 SHGC: .'. ' ;.... Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems-None required •• • 8. Floor Types (204.0 sqft.) Insulation Area a. Cap:N/A EF:5.68419E26 a.Raised Floor R=11.0 204.00 ft2 b. Conservation features b. c.N/A os,,` 111* ,,' 2 15.Credits Pstat Glass/FloorArea: 0.319 p *1P •gF' �otal Pro�q �Nlodified Loads: 12.06 PASS �;2Ptal Staard.I�g rence Loads: 15.12 W I hereby certify that thelanL�cation �ier ft �'! Review of the plans and �. ES this calculati n are in complies grith n �i� specifications covered by this ,fir ft p Code. �� -�.� v.•O�.� calculation indicates compliance �� •• ��•G,�� with the Florida Energy Code. PREPARED BY: Before construction is completed r DATE: this building will be inspected for �-' compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1, with the Florida Energy Code. C WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrer and Insulation Inspection Checklist 5/7/2015 11:29 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 e PROJECT Title: ADDITION TO NUNZIATA RE Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 204 Lot# Owner. NUNZIATA FAMILY Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1202 NE 101th ST Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI-DADE Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 •456• Low BLOCKS '00' ' Number Name Area Volume • 0000• 1 Block1 204 1734 •••• • • • • • 0000•• • SPACES 00.00• •• 0.00• Number Name Area Volume Kitchen Occupants Bedrooms Infillp•.Fjryshed C,poled Heat 1 ADDITION 204 1734 No 1 1 1 ' Yes :••Yas• Vest" FLOORS # Floor Type Space R-Value Area Tile Wood Carpet 1 Raised Floor ADDITION _ — 204 ft' 11 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 210 ftz 0 ft' Medium 0.96 No 0.9 No 2 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 204 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) ADDITION 30 204 ftp 0.11 Wood 5/7/2015 11:29 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 E Exterior Concrete Block-Int InsuADDITION 5 15 8 6 127.5 ft' 0 0.75 0 2 S Exterior Concrete Block-Int InsuADDITION 5 13 7 8 6 115.5 ft' 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood ADDITION None .2 .1 .1 .1 ft' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Single(Tinted) Yes 0.65 0.3 40.0 ft' 1 ft 6 in 1 ft 0 in Drapes%l"s None 2 S 2 Metal Single(Tinted) Yes 0.65 0.3 25.0 ft' 1 ft 6 in 1;0 iQ•• Drapeffl lihfls AN•; INFILTRATION •••••• ""' # Scope Method SLA CFM 50 ELA EgLA ACH ••..01H 50 :••• • ••••• 1 Wholehouse Best Guess .0005 267.5 14.69 27.62 .345 ••*9.2577 •••• • • • HEATING SYSTEM 0 • # System Type Subtype Efficiency Capacity : . . Block Di6da•• 1 Electric Strip Heat None COP:1 25 kBtu/hr •••t ; sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 29 kBtu/hr 870 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft' DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 ADDITION 6 40.8 ft' ADDITION 10.2 ft' Default Leakage ADDITION (Default) (Default) 1 1 5/7/2015 11:29 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [[ ]]Jan Feb [[ ]]Mar [ ]Apr May ri Jun Jul ri Augrl Se [ ]Oct Nov Dec Heatin [X]Jan HFeb [X]Mar (]AApppr I May Jun Jul AuSep []Oct Nov Dec Venting [[ ]]Jan Feb [[XX]]Mar [X] r May Jun Jul Aug Se [X]Oct M Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 .... • • 0000 0000.• • • • • 0000•• •• • 0000.• 0000•• • • • 0000•• 0000 • • . • • . •0.000 0000 . 0000• 0000•• 000000 0000• •• •• •• • 0000•• 0000•• • • • • • • 0000•• 0000•• • • • • • • • • 0000•• 0 0 • • 5/7/2015 11:29 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1202 NE 101th ST PERMIT#: MIAMI SHORES, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope .6-4% leakage report or visually verify Table 402.4.2. •• • •• ••• . X Thermostat& 403.1 At least one thermostat shall be provided for each separatVte8ting ant!' controls cooling system.Where forced-air furnace is primary systh",6 :. G a s programmable thermostat is required. Heat pumps with%?dMgcnentac :. • electric heat must prevent supplemental heat when compr'e'ss8r can ' •• • .• .. .. meet the load. X • Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities whish form the •• primary air containment passageways for air distribution systems shall •• • • be considered ducts or plenum chambers, shall be constiuctpd and • ;0 sealed in accordance with Section 503.2.7.2 of this code. •• •' •; ' 403.3.3 Building framing cavities shall not be used as supply ducts. X Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. NA Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. NA Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. NA Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. A Ceilings/knee walls 405.2.1 R-19 space permitting. NA 5/7/2015 11:29 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 1202 NE 101th ST, MIAMI SHORES, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 242.96 ft2 b.N/A R= ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1(1) d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulations Area a.Under Attic(Vented) R=30.0• 20400 ft2 6. Conditioned floor area(ft2) 204 b.WA ; .*1R= • • fF 0 0.0 c.N/A •' ft= ft2 '. 7. Windows" Description Area ' "' 11.Ducts 0000•0 0000 R0 ft2 000600 a. U-Factor: Sgt,U=0.65 65.00 ft2 a.Sup:ADDITION,Ret:ADDITIONpAl;:-ADDITION •6 40.8 • • SHGC: SHGC=0.30 •••••• b. U-Factor: N/A ft2 066••0 06•••• • • 6000 • •666• SHGC: 12.Cooling systems 6 k Btu/hr Efficiency 6 • c. U-Factor: N/A ft2 a.Central Unit • • 29.0e§90416.00 SHGC: •• •• •• • 0••6:• d. U-Factor. N/A ft2 i •i •• 13.Heating systems . 1 Btu/hr. Efficiency •••6 6• SHGC: a.Electric Strip Heat . 25r oCQF9:1.00 . . Area Weighted Average Overhang Depth: 1.500 ft. . . • ••••.• Area Weighted Average SHGC: 0.300 " ' .' 8. Floor Types Insulation Area 14.Hot water systems-None required 00 Cap:N/A a.Raised Floor R=11.0 204.00 ft2 a• EF: b.WA R= ft2 c.N/A R= ft2 b. Conservation features 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) 1 0, in this home before final inspection. Otherwise, a new EPL Display Card will be completed 'sem based on installed Code compliant features, Builder Signature: Date: Address of New Home: City/FL Zip: WE . c *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software 1"94d #0&Llght W" ,FL, ",t3l x ,, Project Report Pro . J i Project Title: Addition Project Date: Monday,April 27,2015 Client Name: Nunziata Family Residence Client Address: 1201 NE 101th St. Client City: Miami Shores, FI. 33138 Company Name: Pino Curtis, PE Corp. Company Address: 14842 SW 34th Ln Company City: Miami, FI. 33185 tesi ra: Reference City: Miami, Florida Building Orientation: Front door faces East Daily Temperature Range: Low ••••• Latitude: 25 Degrees •• •••• 0604:6 Elevation: 7 ft. •• ••• as Altitude Factor: 1.000 •••••• •' • •*060: Outdoor Outdoor Outdoor Indoor Indoor Grains•••• ••; • • Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference••• • ••; Winter: 47 44.1 n/a n/a 70 n/e`••• •• ••• • Summer: 90 77 56% 50% 75 66 ••• •`••`� ••• •• ,.• iti\ ,1 /' c y R: ti �'. C,a `ter•, • .s` e,. •• ... r;, Total Building Supply CFM: 2,212 CFM Per Square ft.: ••• .052 • • Square ft. of Room Area: 2,102 Square ft. Per Ton: •• :•:423 • • Volume(ft3) of Cond. Space: 18,180 •• • dk,. I'S Total Heating Required Including Ventilation Air: 41,256 Btuh 41.256 MBH Total Sensible Gain: 48,645 Btuh 82 % Total Latent Gain: 10,930 Btuh 18 % Total Cooling Required Including Ventilation Air. 59,574 Btuh 4.96 Tons(Based On Sensible+ Latent) I OV z.. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\AHVACWLEJANDRO PINO\GUSTAVO SPOKOINY NUNCIATA FAMILY.rh9 Thursday, May 7,2015, 11:37 AM hxa l ads �s�' Adder f tt9kTtL31�' a 7 P System 1 Family, Kitchen, Dining Summary Loads -: Area en Total AM ain 1A-cm-o: Glazing-Single pane, operable window,clear, 88 2,570 0 \8,033 8,0334 metal frame no break, u-value 1.27, SHGC 0.75 10A-m: Glazing-French door, single pane clear glass, 40 1,536 0 3,044 3,044 metal frame no break, u-value 1.67, SHGC 0.53 1 OA-m: Glazing-French door, single pane clear glass, 40 334 0 668 668 metal frame no break, in partition wall, u-value 1.67, SHGC 0.53 11 D: Door-Wood-Solid Core 20 179 0 234 234 14E-0-8b:Wall-two courses brick, brick on concrete or 8 546.1 4,874 0 3,665 3,665 inches concrete,two courses(8 inches) brick with no board insulation 14E-0-8b: Part-two courses brick, brick on concrete or 8 157.9 306 0 616** 613 inches concrete,two courses(8 inches) brick with no . . .990 .9.9.0 board insulation ••.• 0 9.• 0• 16A-19: Roof/Ceiling-Under Attic with Insulation on Attic 979.7 1,104 900.09 3,5%& 3,562p•:• Floor(also use for Knee Walls and Partition 9.0:.. . :.see: • Ceilings), Unvented Attic, No Radiant Barrier,Any 0.00 • 0••••� Roofing Material,Any Roof Color, R-19 insulation 0 0.0• :••••• Goes* 19A-Otp: Floor-Over enclosed unconditioned crawl space, 979.7 2,698 .09.0 a 1,760•••• 1,7e&--* No insulation on exposed walls, sealed or vented 000** •• • ••• •• space, passive, no floor insulation,tile or vinyl 0.0900 • Subtotals for structure: 13,601 '0 ' 21,5$8900. 21,9ff " People: 5 1,000 000 1,150 2,12" 9: Equipment: 5060 0 1,50 V: 2,db0 ?is Lighting: 0 ' 0 0 Ductwork: 4,770 868 4,022 4,889 Infiltration:Winter CFM: 112, Summer CFM: 58 2,828 2,152 957 3,109 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Family, Kitchen, Dining Load Totals: 21,199 4,520 29,198 33,717 Supply CFM: 1,328 CFM Per Square ft.: 1.355 . Square ft. of Room Area: 980 Square ft. Per Ton: 349 Volume(ft) of Cond. Space: 8,491 Total Heating Required Including Ventilation Air: 21,199 Btuh 21.199 MBH Total Sensible Gain: 29,198 Btuh 87 % Total Latent Gain: 4,520 Btuh 13 % Total Cooling Required Including Ventilation Air: 33,717 Btuh 2.81 Tons (Based On Sensible+ Latent) Nous .. F F Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\AHVAC\ALEJANDRO PINO\GUSTAVO SPOKOINY\NUNCIATA FAMILY.rh9 Thursday, May 7, 2015, 11:37 AM tedazl 1»34 f�nt �Is �y' f Adder° __ System 2 Addition Summary Loads rC1Cltprl e TRS.. 1A-cm-o:Glazing-Single pane, operable window, clear, 25 432 0 490 490 metal frame no break, u-value 0.75, SHGC 0.4 10A-m: Glazing-French door, single pane clear glass, 40 690 0 1,991 1,991 metal frame no break, u-value 0.75, SHGC 0.4 1A-cm-o: Glazing-Single pane, operable window, clear, 101.2 2,956 0 4,875 4,875 metal frame no break, u-value 1.27, SHGC 0.75 11 D: Door-Wood-Solid Core 20 179 0 234 234 14E-5-8b:Wall-two courses brick, brick on concrete or 8 178 541 0 376 376 inches concrete,two courses(8 inches)brick with R- 5 board insulation 14E-0-8b:Wall-two courses brick, brick on concrete or 8 569.3 5,081 0 3,822 3,822 inches concrete,two courses(8 inches)brick with no board insulation 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 203.7 586 0 1,885 1,885 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation 19A-11p: Floor-Over enclosed unconditioned crawl 203.7 242 0 158 158 space, No insulation on exposed walls, sealed or vented space, passive, R-11 blanket 19A-Otp: Floor-Over enclosed unconditioned crawl space, 918.1 2,529 0 1,649 1,649 No insulation on exposed walls, sealed or vented space, passive, no floor insulation,tile or vinyl •••' Subtotals for structure: 13,236 a..' :15,480:'::: 15,480• ••• b•15,48 *:' People: 5 1,008..... 1,15%.• : 2,150 Equipment: 200•.:.. 500 70V• ••' Lighting: 0 0000 .0 4000: Ductwork: 0 bo..0• x'}..00 0 • Infiltration:Winter CFM:270, Summer CFM: 140 6,821 5,210 ••.. 2,31W7• 7,51x: Ventilation: Winter CFM: 0, Summer CFM: 0 0 4 �..• 'Q •_• System 2 Addition Load Totals: 20,057 6,4Zd';•; 19,447 25,857 • hick: i urs 0000...,. Supply CFM: 884 CFM Per Square ft.: •. • • ..GJ88 0004 •; Square ft.of Room Area: 1,122 Square ft. Per Ton: •••• : 521 Volume(ft)of Cond. Space: 9,689 CsB� s Total Heating Required Including Ventilation Air: 20,057 Btuh 20.057 MBH Total Sensible Gain: 19,447 Btuh 75 % Total Latent Gain: 6,410 Btuh 25 % Total Cooling Required Including Ventilation Air: 25,857 Btuh 2.15 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\AHVAC\ALEJANDRO PINO\GUSTAVO SPOKOINYWUNCIATA FAMILY.rh9 Thursday, May 7,2015, 11:37 AM ht t� a�reletops 5 System 1 Room Load Summary y �n �h —Zone 1-- 1 Family Room, 980 21,199 275 13-6 520 29,198 3,652 1,328 1,328 Dining, Kitchen Duct Latent 868 System 1 total 980 21,199 275 29,198 4,520 1,328 1,328 System 1 Main Trunk Size: 12x19 in. Velocity: 838 ft./min Loss per 100 ft.: 0.096 in.wg Ow"ront . y 5 ire h Btuh Net Required: 2.81 87%/13% 29,198 4,520 33,717 ...... ... .. .. . . ... ... .. D:\AHVAC\ALEJANDRO PINO\GUSTAVO SPOKOINY\NUNCIATA FAMILY.rh9 Thursday, May 7, 2015, 11:37 AM 0 AC e =y ti n OF t �y F$-stem 2 Room Load Summary RunF aw f 4yq 4 . � � GPU . . —Zone 1- 2 Addition 204 4,266 55 3-6 551 7,141 1,956 325 325 Zone 1 subtotal 204 4,266 55 7,141 1,956 325 325 —Zone 2- 3 Existing Living- 918 15,791 205 7-6 499 15,098 4,454 686 686 master Bath And Wic Zone 2 subtotal 918 15,791 205 15,098 4,454 686 686 System 2 total 1,122 20,057 261 19,447 6,410 884 884 System 2 Main Trunk Size: 10x17 in. Velocity: 749 ft./min Loss per 100 ft.: 0.094 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. 46, ME nsibtar'tpty '.' istbl�:" _ nt a +••!°� , ie Atulk" Net Required: 2.15 75%/25% 19,447 x,410• 25,85900:0 •••• :060:9 %see: • • • • • •••••• f••• • / • • • • •• •• •• •• /f • •1111• • • • • • f • 1111•• ••• 1f •• • • ••• ••• •• D:\AHVAC\ALEJANDRO PINO\GUSTAVO SPOKOINYWUNCIATA FAMILY.rh9 Thursday, May 7,2015, 11:37 AM a60® i� Miami Shores Village b g Building Department MAY 18 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 c0 BUILDING Master Permit No.�� PERMIT APPLICATION Sub Permit No. E20�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:— //2-0I ✓UE /®/-t ST City: Miami Shores County: Miami Dade Zip 3313c? Folio/Parcel#: 11 3 Z0,-®2S_ 00&0 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone:X BFE: FFE: OWNER:Name(Fee Simple Titleholder): /-!/G��!/ /V(IAJ Z_1' 74�L Phone#: 35_Z-69-?_-,F30.3 Address: 12,-01 A /0/ 3""" S'77 City State:_ f'"� Zip•_3313 Tenant/Lessee Name: A Phone#: Email: l/j / / / CONTRACTOR:Company Name: L �!®QAl &A/S O//, `il��. Phone#: WZ-9,72 -32,02— Address Y9?(p d 41-1"k. e- .CS�Va City H6'e-ii c,, A- State: FL Zip:- 3.30(p Qualifier Name: 2p ¢ ,Sc-,/,a,rAzcre Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City State: ��••_Zip: Value of Work for this Permit:$_ 9"�. 000 Square/Linear Footage of Work: �yo Sr Type of Work: N Addition Rr Alteration ❑ New LL ,❑ Repair/Replace ❑ Demolition Description of Work: /U&,V Z 5/ 5,G' .4a� r�I �C.7z f+'�K / N Jf Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ M Scanning Fee$ Radon Fee$ DBPR$ Notary$. Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 00..�(�`/`/ � TOTAL FEE NOW DUE$ J . �- l ' . 9P (Revised02/24/2014) T� Bonding 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 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 a proved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing str ent was acknowledged before me this i6 10 day of a1A 20 15 ,by �� day of 20 1, by MI(hQe'l 9Autlya+41 ,who is personally known to d lel � ,who is personally known to Te or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign a Sign: Print: 1—• Print: Seal: NOTARY PUBLIC Seal: JANET L.TRUMP STATE OF FLOWDA NOTARY PUBLIC . Convn#EE848916 STATE OF FLORIDA 16 Comm#EEMMS ------------------ /w)"r =40ww=7 APPROVED BY Plans Examiner Zoning n Structural Review Clerk (Revised02/24/2014) i 5NoRkt Es Gr! S40rej i a e � °y� 10050 N.E. SECOND AVE. �LOR1Dp' MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP PLANNING&ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-01-15-2015162 Property Address: 1201 NE 101sT Street,Miami Shores,FL 33138 Property Owner/Applicant: Michael Nunziata Address: 1201 NE 101sT Street,Miami Shores,FL 33138 Agent: Gustavo Spokoiny Address: 3204 Bird Avenue,#115,Miami,FL 33133 Whereas,the applicant Michael Nunziata(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows:Pursuant to Articles IV, V and VI of Appendix A Zoning,Sec.400 Schedule of Regulations and Sec.600.Site plan review and approval required.First story addition. Whereas, a public hearing was held on February 26, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered,finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan,drawings,and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 204 sq.ft.one-story master bedroom suite addition. 2) Applicant to obtain all required building permits before beginning work. 3) Landscaping as shown on Sheet No.Al-01 shall be compliant with Division 17 of Appendix A,Village of Miami Shores Code of Ordinances.The applicant shall not reduce the approved landscaping without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17 or to add additional landscaping. 4) Ground cover shall comply with the provisions Division 17 of Appendix A,Village of Miami Shores Code of Ordinances,artificial turf is specifically prohibited. 5) Landscaping shown on Sheet No.Al-01 shall be installed and completed within one(1)year of the issuance of the certificate of completion by the building official. Page 1 of 2 4 1 6) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health(DOH/HRS)as required. 7) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 8) The site shall not drain onto neighboring or village properties. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on- site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require planning board review and approval. Modifications to the approved drainage plan shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan shall require a new site plan review application and review and approval by the Planning and Zoning Board. 9) Applicant to meet all applicable code provisions at the time of permitting. 10) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(1)year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 26ffi day of February,2015 by the Planning and Zoning Board as follows: Mr.Abramitis Yes Mr.Busta Yes Mr.Reese Yes Mr.Zelkowitz Absent Chairman Fernandez Yes 'IttL 3- Date chard M. ernand Chairman,Plannin oard Page 2 of 2 y�OREy. dills Miami shores Village MyrnaBuilding Department RIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. `/ COPY OF QUALIFIER'S STATE LICENCES B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. J OPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: S/aan-j Ale— BUSINESS ADDRESS: 41918 �+/• g �1�� / CITY STATE r-1- ZIP BUSINESS PHONE: �j 7 Z- 3 Z�QZ FAX NUMBER( 337 -02-ST CELL PHONE / 2537 QUALIFIER'S NAME: /e6 A 5C-4-7 v✓�►��/� QUALIFIER'S LIC NUMBER: (� G C I S 15 S Z`1 1T 40UT S: E OF FLORIDA D r RTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SCHWEITZER, ROBERT P SLOAN CONSULTING INC 3.161 SW 118TH TER FORT,t-AUDERDALE FL 33330-1600 Congratulations! With this license you become one of the nearly . one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range I, STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, ! DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. ot .—w" PROFESSiONA -_GULATION Every day we work to improve the way we do business in order to CGC1515529 � , ISSUED , 08/27/2014 serve you better. For information about our services, please log onto { www.myfloridalicense.com. There you can find more information CERTIFIED GENE � RAO>T�R about our divisions and the regulations that impact you,subscribe RB g i SCHWEITZER, to department newsletters and learn more about the Departments ! � - initiatives. SLOAN CONSULTW1 0 . � # Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the'provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1408270003775 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULAT40N CONSTRUCTION INDUSTRY LICENSING BOARD CGC1515529 The GENERAL CONTRACTOR . Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 SCHWEITZER, ROBERT P 0�' 0 SLOAN CONSUI-TING INC-_ t 3161 SW 118TH TER _ FORT LAUDEROALE- 'L 33330-1 00 Rol N ISSUED: 08/27/2014 DISPLAY AS REQUIRED BY SEQ At L1408270003775 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave.,Rm.A-100,Ft.Lauderdale,FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA:SLOAN CONSULTING INC Receipt#'cENOE AL7CONTRACTOR (GENE Business Name: Business Type:GONTRACTOR) Owner Name:ROBERT P SCHWEITZER Business Opened:02/27/2009 Business Location:4996 W ATLANTIC BLVD State/County/Cett/Reg:CGC1515529 MARGATE Exemption Code: Business Phone:954-818-9537 Rooms Seats Employees Machines Professionals I For Vending Business Only Number of Machines: VendingType: Tax Amount Transfer Fee NSF Fee Penalty Prior Years I Collection Cal Total Paid 27.00 0 00 0.00 C.00 o.au 0.00 27.00 R THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS t THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. L4996 dress: P SCHWEITZER Receipt 01CP-14-00021320 TLANTIC BLVD Paid08/13/2015 27.00 FL 33063 2015 - 2016 To: Page 3 of 3 2015-10-02 17:24:16(GMT) 18773330274 From: Frank H. Furman, Inc. A4CC>Ro CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD/YYYY) 16--- 9/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sandra LaRue Frank H. Furman, Inc. PHONE (954)943-5050 FAX (954)942-6310 VC Not: 1314 East Atlantic Blvd. ADDDDRESS:sandra@furmaninsurance.com P. O. BOX 1927 INSURER(S) AFFORDING COVERAGE NAIL 0 Pompano Beach FL 33061 INSURER A Mid Continent Casualty Cc 23416 INSURED Sloan Consulting Inc, DHA INSURERS: SCI Development rI Contracting INSURER C: 4996 W. Atlantic Blvd. INSURER D: INSURER E: Margate FL 33063 INSURER F: COVERAGES CERTIFICATE NUMBEWCL1591454582 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/D MM/DDIYYYY LIMBS X COMMERCIAL GENERAL LIABILITY A CLAIMS-MADE O OCCUR EACHOCCURRENCE $ 1,000,000 PREMISES Me occurrence) $ 1UU,000 040L000937348 9/12/2018 9/12/2016 MED EXP(Any one person) S EXCLUDED PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY❑PRO- LOC PRODUCT'S-COMP/OP AGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY C BM1ED SINGLE LIMB S ANY AUTO BODILY INJURY(Per person) S ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S HIRED AUTOS NON-OWNED AUTOS PPROPERTY er DAMAGE S S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS UAB CLAIMS-MADE AGGREGATE $ D RETENTION WORKERS COMPENSATION S AND EMPLOYERS'LIABILITY YIN STATUTE I I ERH ANY PROPRIETOR/PARTNER/EXECUTNE OFFICERIMEMBER EXCLUDED? E7 MIA E.L.EACH ACCIDENT S (Mandatory In NH) If yes,desefte under E.L.DISEASE•EA EMPLOYEE S DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,AddWonal Remarks Schedule,may be atteched If more space Is squired) COC 1515529 CERTIFICATE HOLDER CANCELLATION 13057568972@et'axsend.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores village Bldg Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 PTB 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami. Shores, FL 33138 AUTHORIZED REPRESENTATIVE Dirk De Jong/SL ®1988 2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS026 imam i `-'sl x". '; ,c y F r t 5 a QIPW WA3 c�. NC t�l a 1 aez' f v e h S d >� 1 a , 5� cr TO TAS a lid a 40, r 1 Water and Sewer MIAMI-ME PO Box 330316 1,3575 S. Lejeune Road Miami,Florida 33233-0316 VERIFICATION FORM T 305-665-7471 Tti1S FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: _D-8 INV#: �� FORM#: — 201661263 DATE: $120/2015 .. ..__..._.__........._.._. ■YYf � YY' NAME OF OWNER: NUNZIATA RESIDENCE-M2015013477 PROPERTY ADDRESS: 1201 NE 101 ST-LOT 9 BILK 185 PROPOSED USAGE/ 3107 SF OF SFR PER PAPER PLANS(ADDING 204 SF) NO. OF UNITS: REPLACES: PREVIOUS 2903 SF OF SFR PER PAPER PLANS WITH ACCT ON CCB USAGE I NO. OF UNITS: PROPERTY LEGAL: BAY BREEZE SEC MIAMI SHORES LOT 9 BLK 185 FOLIO NUMBER: 11-3205-025-0080 GALLONS PER DAY INCREASE: 100 ... ........................_._. _.. ._....... PROPOSED FLOW: 320 PREVIOUS SQUARE FOOTAGE: 2,903 ❑NEW CONSTRUCTION PREVIOUS FLOW: 220 PROPOSED SQUARE FOOTAGE: 3,107 ®INTERIOR RENOVATION ADOPTED FLOW: 0 ❑CRITICAL HABITAT SEWER ONLY THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N),8^.INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH E DEPARTMENT,(AGREEMENT ID# N/A) SUBJECT TO PROHIBITIONS OR RESTRICTION GOVERNMENTAL AC CIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. G BY: SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: WCC$139.00 VF$30.00 WSC$90.00 TOTAL$259.00 PREMISE ID ON CCB#8771424200 THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N)_ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID#N/A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED F OM D.E.R.M. THEA IPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE:ONE HUNDRED(1 GALLONS PER D REASE. BmMon Garda-New 13Wrms >4t BY: _ SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: HRS SEPTIC APPROVAL DATED 8110/15 AP1195615-E 96* • • • THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MALA ONtrAN01T DOESWT•.' GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295.SHOULD IT BECOME,NESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVI�EMOM gE$I0kf:RS AN8 • CONTRACTORS WITH SKILL SETS FOR DESIGNING,BUILDING AND CONNECTING TO PUIfUG WtrEF;A{ P-SEiWER SAT114. •• ; • • • • • CONTACT NAME: PHIL WARD /Printed On:8/20/2015 NB: Brandon Garcia J 7:28:51 AM CONTACT PHONE: (3051284-9300 I RR:• . • • AUTHORIZED BY: • ' : : ; ; w AUG •• •• • . STRUCTURAL CALCULATIONS PROJECT: ADDITION: 0000 NUNZIATA FAMILY RESIDENCE ••••;• . . • • 0000.. .. 0000.. 0000.. • 0000.. 0000 ADDRESS: 1201 NE 101 STREET, 00000' 0 0 0 0 ••••• MIAMI SHORES, FLORIDA 331382698 .0.0.0 0*00 . .0.000 0 .. 00..0.. ... . . • . . 0000.. 0000.. . . 00 ..000. •. . . ..0 . .. 0 DESCRIPTION PAGES Calculations 1-21 `01��11i11fOti,�e°° ENGINEER: PAVEL GONZALEZ P.E. 000a � GO(d -.. !e eo .1�:•• NSF`•.? i LIC. No. 69758 `.e 4 • ; ADDRESS: 8776 NW 168TH LN too 69 �8low ' MIAMI LAKES, FL, 33018 sLU P H: 305 362 6871SATE F •. • MIND-LOADING ANALYSIS Main Wind-Force Resisting System Per ASCE 7-10 Code for Enclosed or.Partially Enclosed Buildings Directional Procedure for Buildings of An Haight*(Cha ter 27 .Job Name: 11201 NE 101 STREET Subject: Address: IMIAMI SHORES, Originator JPG Checker. Input Data: Wind Direction= Normal (Normal or Parallel to building ridge) Wind Speed,V= 175 mph (Wind Map,Fig.26.5-1A,B,C) Bldg.Classification= II (Table 1.5-1) B Exposure Category= D� (Sect.26.7.3) Wind Ridge Height,hr= 26.00 ft.(hr>=he) Eave Height,he= 20.82 ft.(he<=hr) Building Width= 53.00 ft. (Nominal to Building Ridge) L Building Length= 69.67 ft. (Parallel to Building Ridge) Roof Type= Gable (Gable or Monoslope) Plan Topo. Factor,Kzt= 1.00 (Sect.26.8&Figure 26.8-1) Direct.Factor, Kd= 0.85 (Table 26.6-1) Enclosed?(Y/N) Y (Sect.26.2) 0° Damping Ratio, a= 0.030 _ (Suggested Range=0.010-0.070) Period Coef., Ct=I--~0.0200 (Suggested Range=0.020-0.035) hr h • (Assume:T=Ct*h"(3/4),and f=1tf) • he .•..•. Resultina Parameters and Coefficients: • Roof Angle,0= 11.06 deg. ElLtbfft loo::- .... Mean Roof Ht.,h= 23.41 ft. (h=(hr+he)/2,for roof angle>10 deg.) ...•••L=536. ••••• Windward Wall Cp= 0.80 (Fig.27.4-1) ••@•••B=69117 t. """ Leeward Wail Cp= -0.50 (Fig.27.4-1) ;••;•; •• Side Walls Cp= -0.70 (Fig.27.4-1 000000 Windward Roof Cp= -0.81 (Fig.27.4-1) (Condition#1) .'. :soot: Windward Roof Cp= -0.17 (Fig.27.4-1) (Condition#2) • Leeward Roof Cp= -0.46 (Fig.27.4-1) (Fig.27.4-1) +GCpi Coef.= 0.18 (Tab 26.11-1)(positive internal pressure) -GCpi Coef._ -0.18 1(Tab 26.11-1)(negative internal pressure) If z<=15 then: Kz=2.01*(1§tz )^2!a), If z> 15 then: Kz=2.01*(z/zg)"(2/a) (Table 27.3-1)) a=F- 11.50 zg=1 700 (fable 26.9-1)) Kh= 1.11 (Kh=Kz evaluated at z=h) Velocity Pressure:qz=0.00256*Kz*Kzt"Ka-v-z (Sect.27.4.1, Eq.27.4-1) qh= 74.18 psf h=0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z=h) Ratio h/L= 0.442 freq.,f= 4.698 hz. (f>=1, Rigid structure) Gust Factor,G= 0.850 (Sect.26.9) Design Net External Wind Pressures(Sect.27.4): p=qz*G*Cp-qi*(+/-GCpi) for windward wall (psf), where:qi=qh p=qh*G*Cp-qi*(+/-GCpi) for leeward wail,sidewalis,and roof (psf), where:qi=qh 1 of 4 5/12/2015 11:59 PM 1 of 21 A+ tr1. aFt VINnd Lt>ad Tabulation for MWFR3-Buitdin s of An Height rte_ Kz: Cp Net Des' n Press.(09 ' iMndWard lAlali': 0_ 1.03 68.65 0.80 33.33 60.04 - 15.00 1.03 - 68.65 0.80 33.33 60.04 20.00 1.08 72.18 _0.80 35.7362.43 25.00 1.13 75.03 f W-� 0.80 V 37.67 _. 64.37 For.z-=ttr 26.00 1.13 75.55 0.80 38.02 64.72 _-_. __..-- .,, .- _ ..__..__�..._ _0000.._ • 0000.. ,:_ ...._._.._._._ ._.___ �_._..._.... ____00.00 • .. ,0,0_0_0 0_0_00. �.__,...•.•..•.. 0 0 0 0 0 0 _ -. __w.._. __ _0000 • • 0000.. - 0_000__._._. ._..T__....... ._._...__._._.. _.--0000 ••••• 0000. r For,z." he 20.82 1.09 7_2.6_8 0.80 36._.._ ,,0 23.41 w - _MM74.180.80 1.11 63 .79, •• L #11 'd We U. All - - -0.50 -44W• -18.17. •••• • All - - -0.70 -57,49 - • 0000.. -0.81 A4!4-At!--: -37978..- • .-----.----. Raaf Wh0*r4 :i* 2 - -� - -0.17 -24.14 2.56 Roof teraM - - � -0.46---- -42.56 -15.86 Notes: 1.(+)and(-)signs signify wind pressures acting toward&away from respective surfaces. 2.Per Code Section 28.4.4,the minimum wind load for MWFRS shall not be less than 16 psf. 3.References :a.ASCE 7-10,"Minimum Design Loads for Buildings and Other Structures". 2 of 4 5/12/2015 11:59 PM 2of21 Determination of Gust Effect Factor,G: Is Building Flexible? No f>=1 Hz. • 1: Simplified Method for Rigid Buildi G=1 0.850 Parameters Used In Both Item#2 and Item#3 Calculations(from Table 26.9-1): e= 0.0_87 b"= 1.07 a(bar)= 0.111 b(bar)= 646--- C= 0.15 l = 650 ft. s(bar)= 0.125 z(min)_ Calculated Parameters Used in Both Rigid and/or Flexible Building Calculations: z(bar)= 14.05 =0.6*h, but not<z(min), ft. Iz(bar)= 0.173 =c*(33/z(bar))11(1/6) Lz(bar)= 584.18 =1*(z(bar)/33)11(s(bar)) .... gq= 3.4 (3.4, per Sect. 26.9.5) : ••. •••••' 4990:0 gv= 3.4 (3.4, per Sect.26.9.5) •• • a '• gr=r 4.543 =(2*(LN(3600*f)))"(1/2)+0.5771(2*LN(3600*f))^(1/2)0••:•' •••0•• Q= 0.914 =(1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) •••••• :•••• 2: Calculation of G for Rigid Building •••• • G=r' 0.885 =0.925 1+1.7 Iz bar Q 1 1+1.7 v Iz bar •••• •• ••••• 3: Calculation of Gf for Flexible Building .....• ' . . . . • 13= 0.030 Damping Ratio :4949' • Ct= 0.020 Period Coefficient •••••• T=— 0.213 =Ct*h^(3/4) , sec. (Period) .. • f= 4.698 =1R, Hz.(Natural Frequency) V(fps)= N.A. =V(mph)*(88/60), ft./sec. V(bar,zbar)= N.A. =b(bar),(z(bar)/33)^(a(bar))"V"(88/60), It./sec. N1 = N.A. =f*Lz(bar)/(V(bar,zbar)) Rn= a�N.A. M =7.47*N1/(1+10.3*N1)"(5/3) nh= N.A. =4.6*f*h/(V(bar,zbar)) Rh= N.A. _ for rin>0, or =1 for 11n=0 nB= N.A._� =4.6*f*B/(V(bar,zbar)) RB= N.A. x_ =(1/TIB)-1/(2*TIB^2)*(1-e"(-2*nB)) for nB>0, or = 1 for 1IB=0 TIL= N A. =15.4*f*L/(V(bar,zbar)) RL= N.A. =(1/TIL)-11(2*nL"2)*(1-e^(-2*n L)) for TIL>0, or =1 for ill-=0 R= N.A. =((1/0)*Rn*Rh*RB*(0.53+0.47*RL))"(1/2) Gf= N.A. =0.925*(1+1.7*lz(bar)*(gq^2*Q^2+gr^2*R"2)^(1/2))/(1+1.7*gv*lz(bar)), Use:G= 0.850 3 of 4 5/12/2015 11:59 PM 3 of 21 Deslan Wind Load Cases of MWFRS for Buildings of All Heights • Pyrp 9.YSPM7 A1Yp� R73tjg OWSP ppa[ pL11C PLY LY CASE 1 CASE 3 AT a trap wp 0-mrivp 4 r Arr IWT A - • • •••• •••••• • tYsp 4"PIX 0.93PjY pWX • • p • • ..•�.. pip ...... Mr=0.7'5(Pwx+P,.d-Bxex Mr=0.75(1'r�PLY)Brer Mr=0.563(Pwz+Pr adBxeX+4!.9dS•IPs�P F :....: • ex015BX ep=+O.15Br ex= 0.15 RX �•e�=. 013.$x.:. CASE 2 CASi•4• •• • ••••• . . . • Case 1: Full design wind pressure acting on the projected area perpendicular to each pringoA saris of • • the structure,considered separately along each principal axis. : • : 000000 Case 2: Three quarters of the design wind pressure acting on the projected area perpendicular to each:• • principal axis of the structure in conjunction with a torsional moment as shown,cohsidlered ••• 0 • separately for each principal axis. •• • Case 3: Wind pressure as defined in Case 1,but considered to act simultaneously at 75%of the specified value. Case* Wind pressure as defined in Case 2,but considered to act simultaneously at 75%of the specified value. Notes: 1.Design wind pressures for windward(Pw)and leeward(PL)faces shall be determined in accordance with the provisions of Section 27.4.1 and 27.4.2 as applicable for buildings of all heights. 2.Above diagrams show plan views of building. 3.Notation: Pwx,Pwy=Windward face pressure acting in the X,Y principal axis,respectively. Pix, Pay=Leeward face pressure acting in the X,Y principal axis, respectively. e.(ex,ey)=Eccentricity for the X,Y principal axis of the structure,respectively. MT=Torsional moment per unit height acting about a vertical axis of the building. 4 of 4 5112/2015 11:59 PM 4 of 21 VD LCADINC ANALYSIS Wall Components and Cladding. Per ASCE 740 Code for Buiidings:of Any Height Anal .ical Procedure(Chapter 30) Job Name: 11201 NE 101 STREET SuNect: FOR DOOR AND WINDOWS Address: IMIAMI SHORES, Designer PG Checker. Input Data: Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1A,B,C) Bldg.Classification= H (Table 1.5-1) Exposure Category= D (Sect.26.7.3) Ridge Height, hr= 26.00 ft.(hr>=he) Eave Height, he= 20.82 ft. (he<=hr) Building Width= 53.00 ft (Normal to Building Ridge) Building Length= 69.6_7 ft.(Parallel to Building Ridge) Roof Type= Gable (Gable or Monoslope) F Plan Topo. Factor, Kzt= 1.00 (Sect.26.8&Figure 26.8-1) Direct. Factor, Kd= 1.00 (Table 26.6-1) Enclosed?(Y/N) Y (Sect.26.2) Component Name= Wall (Girt,Siding, Wall, or Fastener) 00 Effective Area,Ae= 10 ft."2 (Area Tributary to C&C) hr h The 0000. Resultina Parameters and Coefficients: -Leee 0E •on .. . 0.000 Roof Angle,0=F--11-56-1 deg. 996660 • 0 0 0 0. Mean Roof Ht, h=[--23 4-1 ft. (h=(hr+he)/2,for roof angle>10 deg.) •••• ' 0000.. • 0000 0000 Wall External Pressure Coefficients,GCp: (Sec 30.4.2 or 30.6.2) •"'•' " ' GCp Zone 4 Pos.= 1.00 GCp Zone 5 Pos.= 1.00 GCp Zone 4 Neg.= -1.10 ' GCp Zone 5 Neg.= -1.40 Positive&Negative Internal Pressure Coefficients, GCpi(Table 26.11-1): • +GC i Coef.= 0.18 p (positive internal pressure) -GCpi Coef.= 0.18 (negative internal pressure) If z<= 15 then: Kz=2.01*(15/z )"(2/a) , If z> 15 then: Kz=2.01*(z/zg)"(2/a) (Table 30.3-1) a=F 11.50 (Table 30.3-1) zg= 700 (Table 30.3-1) Kh= 1.11 (Kh=Kz evaluated at z=h) Velocity Pressure:qz=0.00256*Kz*Kzt*KdW^2 (Sect. 30.3.1, Eq. 30.3-1) qh= 87.27 psf qh=0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z=h) Design Net External Wind Pressures(Sec.30.4.2 and 30.6.2): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where:q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls(conservatively assumed) 1 of 3 5/1212015 11:59 PM 5 of 21 'V ilittl LoadTabulation for Wall Components&Cladding Cti npohard.. z Kh gh PNot Desi n PPeiisures ft . Zone 4 + Zone 4 = Zone 6:(+), Zone 5 `Walt 0 1.11 -111.71 87.27 102.98 _ _ _ 102.98 -137.89 15.00 1.11 87.27 M.._"+1Q2.98 - 1_11.71 102.98 -137.89 20.00 1.11'-" 87.27- 102.98 -111.71 _ 102.98 --137.89 25.00 1.11 87.27 102.98-� -111.71 102.98 -137.89 For z:=hr. 26.00 1.11 87.27 102.98 -111.71 102.98 -137.89 m For z=he: 20.82 1.1187.27 102.98 -111.71 •fl89 ••••• _ _ For z. 'l1: 23.41 1.11 87.27 _ 102.98 -111.71 .1®288 -137.89 • Notes: 1. (+)and(-)signs signify wind pressures acting toward&away from respective 9urfres. • 2.Width of Zone 5(end zones), 'a'= 5.30 ft. •• ••' • . . 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 4. References :a.ASCE 7-10,"Minimum Design Loads for Buildings and Other Structures". Wind Load for Doors and Windows Design Pressures s Opening area(ft^2) Zone 4 and Zone 5(+) Zone 4(-) Zone 5(-) Ultimate Allowable Ultimate Allowable Ultimate Allowable 10-25 103.0 61.8 -111.7 -67.8 -137.9 -82.7 26-50 96.6 58.0 -105.3 -63.2 -125.1 -75.1 51-100 92.1 55.2 -100.8 -60.5 -116.1 -68.6 101-250 87.5 52.5 -96.2 -57.7 -106.9 -64.2 251-500 81.4 48.8 -90.1 -4.1 -94.7 -56.8 501 and UP 76.8 46.1 -85.5 -51.3 -85.5 -51.3 Allowable Values are based on 0.6 x Ultimate Value,as per ASD load combination 0.6DL+0.6WL 2 of 3 5/1212015 11:59 PM 6of21 WIND LOADING ANALYSIS Wall Components.and Cladding Per ASCE 7-10 Code for Buildingo of Any Height Ana 'cal Procedure C apter 30 Job Name: li201 NE 101 STREET I Subject IFORWALLS Address: IMIAMI SHORES, I Designer JPG Checker: Input Data: Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1A,B,C) Bldg. Classification= II (Table 1.5-1) Exposure Category= D_ (Sect.26.7.3) B Ridge Height, hr= 26.00 ft. (hr>=he) Eave Height, he= 20.82 _ft.(he<=hr) Building Width= 53.00 ft. (Normal to Building Ridge) Building Length= 68.67 ft. (Parallel to Building Ridge) L Roof Type= Gabie (Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect.26.8&Figure 26.8-1) Pian Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed?(Y/N) Y (Sect.26.2) Component Name= Wall (Girt, Siding,Wali, or Fastener) 00 Effective Area,As= 10 ft.^2 (Area Tributary to C&C) hr h 0000 The Resulting Parameters and Coeffleients: 04 see* ••FJmll • .. 0000 • tion '.• 0 fees* Roof Angle,8= 11.06 deg. 960:90 • Mean Roof Ht., h= 23.41 ft. (h=(hr+he)/2,for roof angle>10 deg.) 0000 • •' • • • •00.00• Wall External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2) ...... •• ••• GCp Zone 4 Pos.= 1.00 so• GCp Zone 5 Pos.= 1.0000:090 • GCp Zone 4 Neg.= -1.10 0 • GCp Zone 5 Neg.= -1.40 ' Positive&Negative Internal Pressure Coefficients, GCpi(Table 26.11-1): •• 0• ;•; ' +GC i Coef.= 0.18](positive internal pressure) •• ' -GCpi Coef._ -0.18 I(negative internal pressure) If z<=15 then: Kz=2.01*(15/z )^(2/a), If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1) Cc= 11.50_ (Table 30.3-1) zg= 700 (Table 30.3-1) Kh= 1.11 (Kh= Kz evaluated at z=h) Velocity Pressure:qz=0.00256*Kz*Kzt*Kd"V"2 (Sect. 30.3.1, Eq.30.3-1) qh= 74.18 psf qh=0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z=h) Design Net External Wind Pressures(Sec. 30.4.2 and 30.6.2): For h<=60 ft:: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where:q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls(conservatively assumed) 1 of 3 5/13/2015 12:00 AM 7 of 21 Wind Load Tabulation for Wall Com 8<Components Claddin Component Kh . ... qh p Not Desi n Pressures. ft. Zone 4 + Zone 4 - Zone 5 + Zone SiO. adP 0 1.11 74.18 87.53 -94.95 87.53 -117.20 15.00 1.11 74.18 - 87.53 - -94.9587.53 -117.20 20.00 1.11�+ 74_.18 8_7.53 -94.95 - 87.53 -117.20 25.00 1.11 ' 74.18 w 87.53 .. -94.95 87.53 -117.20 Far. firs 26.00 1.11 74.18 87.53 -94.95 87.53 -117.20 • Fricz:*be. 20.82 1.11 74.18 87.53 -94.95 8 ;1.1r20 ..... Fora :h` 23.41 1.11 W 74.18--f f 87.53 - -94.95 1x7.20 .• • Notes: 1. (+)and(-)signs signify wind pressures acting toward&away from respective gurfages. • 2.Width of Zone 5(end zones),'a'= 5.30 ft. •••• 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. •..• 4. References :a.ASCE 7-10,"Minimum Design Loads for Buildings and Other Structures". Wind Load for Doors and Windows Design Pressures s Opening area(f A2) Zone 4 and Zone 5(+) Zone 4(-) Zone 5(-) Ultimate Allowable Ultimate Allowable Ultimate Allowable 10-25 87.5 52.5 -95.0 -57.0 -117.2 -70.3 26-50 82.1 49.3 -89.5 -53.7 -106.3 -63.8 51-100 78.3 47.0 -85.7 -51.4 -98.7 -59.2 101-250 74.4 44.6 -81.8 -49.1 -90.9 -54.5 251-500 69.2 41.5 -76.6 -46.0 -80.5 -48.3 501 and UP 65.3 39.2 -72.7 -43.6 -72.7 -43.6 Allowable Values are based on 0.6 x Ultimate Value, as per ASD load combination 0.6DL+0.6WL 2 of 3 5/13/2015 12:00 AM 8 of 21 Wall Components and Cladding: h � ► 4 9 4 e 6s•o Wall Zones for Buildinas with h<=60 ft. looses• •• . . ... • . • so 0000 .• . ..... .Goes. f i 00.86• •s 6 0.86 •• •. • o0s0• • • 1 • • so 1 s o 1 $ 1 , f , 1 , 1 , 1 , WALL ELEVATION Wall Zones for Buildings with h>60 ft. 3 of 3 5/12/2015 11:59 PM 9 of 21 Wind.Load Tabulation for Roof Components B Cladding Component z: Kh qh p=Net-Design Pressures ft. one 1,2,3 + Zone 1 _ Zone 2 -' Zone 3 'f3eckIng 0 1.11 74.18 50.44 -80.11 -176.55 -287.82 • 15.00 1.11 74.18 50.44 -80.11 -176.55 287.82 20.00 1.11 74.1850.44 -8_0.11 -176.55 -287.82 25.00 1.11 74.18 _w 50.44 -80.11 Y -176.55 -287.82 For z.=hr. 26.00 1.11 74.18 50.44 -80.11 -176.55 -287.82 ••.Y a 060 ao •.•••• • 00090 Tori.=he' 20.82 1.11 7418 50.44 -80.11 •!1]a.Z5i 82_ •:• ___.._..._. .._ ___..._ -=t e82Fot.z h, 23.41 1.11 74.18 50.44 .1 • ..... Notes: 1. (+)and(-}signs signify wind pressures actin toward&away from respective$urfades. •••• 2.Width of Zone 2(edge), 'a'_ _ 5.30 ft. rn '• ••• • 3.Width of Zone 3(coer), 'a'= 5.30 ft. 4. If a parapet>=3'in height is provided around perimeter of roof with 8<= 10 degrees, Zone 3 shall be treated as Zone 2. 5. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf. 6. References :a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". 'r T 2 of 3 5/12!2015 11:59 PM 10 of 21 :WIND. LOADING;ANALYSIS Roof Components and Cladding Per A$.CE 74 Code for Bldgs.of Any Height with Gable Roof 6<=450 or Monostope Roof A<=3°. Analytical Procedure(Chapter 30 Job Name: 11201 NE 101 STREET Subject: lRoof Uplift Address: IMIAMI SHORES, Designer I PG Checker: Input Data: Wind Speed,V= 17_5 mph end Map, Figure 26.5-1A,B,C) Bldg. Classification= H (Table 1.5-1) Exposure Category= D (Sect.26.7.3) B Ridge Height, hr= 26.00 ft. (hr>=he) Eave Height, he= 20.82 ft. (he<=hr) Building Width= 53.00 ft. (Normal to Building Ridge) Building Length= 69.67 ft. (Parallel to Building Ridge) L Roof Type= _Gable (Gable or Monoslope) T Factor, Kzt= 1.00 Pian opo. (Sect.26.8&Figure 26.8-1) Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed?(Y/N) Y (Sect.26.2) Component Name= Decking (Puriin,Joist, Decking, or Fastener) 9° Effective Area,Ae= 10 jft.A (Area Tributary to C&C) hr h Overhangs?(Y/N) Y (if used,overhangs on all sides) .•• he • Resultina Parameters and Coefficients: • • • s•••• Roof Angle,9= 11.06 deg. •••• • • Mean Roof Ht., h= 23.41 ft. (h=(hr+he)/2,for roof angle>10 deg.) *00000 :0600.• Roof External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2) " " " ' ••6:0 GCp Zone 1-3 Pos. = 0.50 ;";': ' s• GCp Zone 1 Neg._ -0.90 •••:• ••, GCp Zone 2 Neg._ -2.20 . •• ••••; GCp Zone 3 Neg._ -3.70 • • Positive&Negative Internal Pressure Coefficients, GCpi(Table 26.11-1): +GCpi Coef.= 0.18 (positive internal pressure) -GCpi Coef.= 0.18 1(negative internal pressure) If z<=15 then: Kz=2.01*(15/z )A(2/a) , If z> 15 then. Kz=2.01*(z/zg)^(2/a) (Table 6-3, Case 1 a) a= 11.50 zg=__ 700 (Table 6-2) Kh= 1.11 (Kh=Kz evaluated at z=h) Velocity Pressure:qz=0.00256*Kz*Kzt*Kd*V"2(Sect.30.3.1, Eq. 30.3-1) qh= 74.18 psf qh=0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z=h) Design Net External Wind Pressures(Sec.30.4.2 and 30.6.2): WIND PRES. FOR ROOFING PS For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) Zone 1-3 Pos =ghxGCP= 37.09 For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) Zonal Neg =ghxGCP= -66.76 00,1 where:q=qh for roof Zone 2 Neg =ghxGCP= -163.20(fig, qi=qh for roof(conserv.assumed) Zone 3 Neg = hxGCP= 274.47 !to 1 of 3 5/12/2015 11:59 PM 11 of 21 Roof Components and Cladding: a----'•—M I , n ° ; r, 1 , I I V. m W. O ' • 0000 a a —,a' : .•• •.•• 0000:• a AS a s • • • • 1— 1 I { 0000•• •• • 0000•• 1 1 1 1 0000•• e • • I I 1 I 0000.• 1 f 1 t 0000 • • • • l f t 0 • • 0.0.00 a a la Q •••• • 00.00 60099• •• • e.••• 1 f I t •• .• •• • 0000•• I 1 { I • I 1 I I •00•6• • • • • • • 0000•• •••••• Roof Zones for Buildings with h<=60 ft. 00. 0 :0600: (for Gable Roofs<=45°and Monoslope Roofs<=3*) so 0 • •• IL ..I � o 1 11 Z 2 1 1 1 a I L 3��-- =---r-'3 �I Roof Zones for Buildinas with h>60 ft. (for Gable Roofs<=10°and Monoslope Roofs<=3°) 3 of 3 5/12/2015 11:59 PM 12 of 21 Title: Job 0 Dsgnr:#Q{>ISi?N,&>6h L@»'j, Date: 10:30AM, 13 MAY 15 Description Scope: Rev. 580000 6.8.0,1-Dec-=3 General Timber Beam Page 11-:2wEN'kc Engirhing Software s.0mcalculelions Description 2 X 12 FLOOR JOIST General information Code Ref 1997 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined Section Name 2x12 Center Span 14.25ft .....Lu 4.75 It Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.250 In Right Cantilever It ...Lu 0.00 ft Member Type Southern Pine,No.2 2-4 Thick,12 Wid Fb Base Allow 975.0 psi Load Dur.factor 1.000 Fv Allow 175.0 psi Beam End Fbdty Pin-Pin Fc Allow 565.0 psi Repetitive Member E 1,600.0 ksi Full Length Uniform Loads Center DL 33.30#/it LL 53.20 Wit Left Cantilever DL Nit LL Wit Right Cantilever DL #/ft LL #/ft Summary I Beam Design OK Span=14.25ft,Beam Width=1.500in x Depth=11.251n,Ends are Pin-Pin Max Stress Ratio 0.907 : 1 Maximum Moment 2.2 k-ft Maximum Shear*1.5 0.8 k 9000 Allowable ' 2.4 k-ft Allowable • • 3.0 K••••* 6609:0 Max.Positive Moment 2.20 k-ft at 7.125 ft Shear: @ Left•••• : 0.62 k••• • Max.Negative Moment 0.00 k-ft at 14.250 It @ Rig4t 0161 0 • • 000090 Max @ Left Support 0.00 k-ft Camber: @ Left•..; 0.0001% • • Max @ Right Support 0.00 k-ft @ Cent%r 0.1631n :000% Max.M allow 2.42 @ Right •••• 04U%.. Reactions... 6066 . .•••• fb 832.71 psi fV 47.77 psi Left DL 0.24 k Max ...... 0.6,. . .•*..• Fb 918.16 psi Fv 175.00 psi Right DL 0.24 k Max ..•..• ov- je.• ..•.•• • Deflections •••••• • Center Span... Dead Load Total Load Left Car tilever... Dead Load o . "'• Deflection -0.108 in -0.282 in Deflection 0.060 in.•. "0.000 in ;•• •; ...Location 7.125 ft 7.125 ft ...Length/Defl 0.0• 000.4000 0 • • ...Length/Defi 1,576.2 606.79 Right Cantilever •... •• • Camber(using 1.5*D.L Deft)... Deflection 0.000 in 0.000 in Center 0.163 In ...Length/Defl 0.0 0.0 Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 32.853 Le 9.781 it Sxx 31.641 in3 Area 16.875 in2 Cf 1.000 Rb 24.230 Cl 0.942 Max Moment Sxx Regd Allowable fb •Center 2.20 k-ft 28.70 in3 918.16 psi •Left Support 0.00 k-ft 0.00 1n3 975.00 psi •Right Support 0.00 k-ft 0.00 in3 975.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.81 k 0.81 k Area Required 4.606 in2 4.606 in2 Fv:Allowable 175.00 psi 175.00 psi Bearing @ Supports Max.Left Reaction 0.62 k Bearing Length Req'd 0.727 in Max.Right Reaction 0.62 k Bearing Length Req'd 0.727 in 13 of 21 Title: Job# Dsgnr. #Q{;si?NL-66 L@»"i Date: 10:30AM, 13 MAY 15 Description Scope: Ftw 580000 Kw-06035,5,�e�b.&0,1-DW,2= General Timber Beam Page 2 (c)18�12003 ENERCALC 'raeft SO N M s.QCw.Cawad= Description 2 X 12 FLOOR JOIST Query Values M,V,8 D @ Specifled Locations Moment Shear Deflection @ Center Span Location= 0.00 It 0.00 k-ft 0.62 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00k-ft 0.00 k 0.0000 in @ Left Cant Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch&Diagram 1WjW 22k-R 1 Rmax a M Rmax-0.8k hibbi—, —._._�.__.._. ... _ Vnmx® =O.ek Vmax(�KvM -7F • • • ••• r. • :0: 14 of 21 Title: Job# Dsgnr: #Q()Ts F41,-6d @p"/ Date: 11:56AM, 13 MAY 15 Description Scope: Rev Page 1 Ur Kw s,s, SAO,1-Dec-=3 General Timber Beam {cj1�3-2003 ENEkALC Engtrw"ng So@were g&%w edwedons Description (2)-2X 12 STAIR BEAM General information Code Ref:1997 NDS,2003 IBC,2003 NEPA 5000.Base allowables are user defined Section Name 2-2x12 Center Span 7.67 ft .....Lu 7.67 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft ...Lu 0.00 ft Member Type Southern Pine,No.2 2-4 Thick,12 Wid Fb Base Allow 975.0 psi Load Dur.Factor 1.000 Fv Allow 175.0 psi Beam End Fixity Pin-Pin Fc Allow 565.0 psi E 1,600.0 ksi Full Len h Uniform Loads Center DL 84.00#/ft LL 200.00 #/it Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/it Summary I Beam Design OK Span=7.67ft,Beam Width=3.00Oin x Depth=11.251n,Ends are Pin-Pin Max Stress Ratio 0.412 : 1 Maximum Moment 2.1 k-ft Maximum Shear*1.5 1.2 k Allowable 5.1 k-ft Allowable 5.9 160000* Max.Positive Moment 2.09 k-ft at 3.835 ft Shear: Left: ••• 1.0*9V* Max.Negative Moment 0.00 k-ft at 7.670 ft a Right•• • 1.09 k;• •0 Max @ Left Support 0.00 k-ft Camber: @ Leff •';•• O.00C11n • 000000 Max @ Right Support 0.00 k-ft @ Cerfoo••• 0.017 ie • • Max.M allow 5.07 @ Right•••• O.D00 in 0000•• Reactions... • • 000000 fb 396.03 psi fv 36.79 psi Left DL 0.32 k Max 0000 1009 k 0 0 0 a 0000•• 0 00000 Fb 961.02 psi Fv 175.00 psi Right DL 0.32 k Max 0 0 1�d91c. • Deflections 000006 0 Center Span... Dead Load Total d Left Cantilever... Dead Loid - • Total Loa ..••:• Deflection -0.011 in -0.039 in Deflection 0.000 in . 1VOVffi ...Location 3.835 ft 3.835 ft ...Length/Defi 0 Q • • 0.0 :06••• ...Length/Defi 8,014.2 2,370.41 Right Cantilever... .' 0 0 • • Camber(using 1.5•D.L.Deft)... Deflection 0.000 in (MO in @ Center 0.017 in ...Length/Defi 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 32.853 Le 15.232 ft Sxx 63.281 in3 Area 33.750 in2 Cf 1.000 Rb 15.118 CI 0.986 Max Moment Sxx Read Allowable fb @ Center 2.09 k-ft 26.08 in3 961.02 psi @ Left Support 0.00 k-ft 0.00 in3 975.00 psi @ Right Support 0.00 k-ft 0.00 in3 975.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.24 k 1.24 k Area Required 7.095 In2 7.095 in2 Fv:Allowable 175.00 psi 175.00 psi Bearing @ Supports Max.Left Reaction 1.09 k Bearing Length Req'd 0.643 in Max.Right Reaction 1.09 k Bearing Length Req'd 0.643 in 15 of 21 Title: Job# Dsgnr: #Q{>isi?AL-Oft L@o-L Date: 11:56AM, 13 MAY 15 Description Scope: Rev: °°° Page 2 �� ,�V�S.e.o.�-�� General Timber Beam (cy19�i 2003 ENE CALL Et�gt Soflwere qsew.GabAacm Description (2)-2X 12 STAIR BEAM Query Values M,V,&D @ Specified Locations Moment Shear Deflection Center Span Location= 0.00 ft 0.00 k-ft 1.09 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch&Diagram - -CJI• MAX Rmaz=t.tk Rnm=1.tk VMOx®M-7.1k Vm 0im t.tk 00-40 • 6064 Oe • • • • ••• •• • • ••• 16 of 21 Title: Job# Dsgnr: #Q()i srA44-86 `G»L Date:11:57AM, 13 MAY 15 Description: Scope: Rev: 5MM Kww-065 Ver5.8.0,14)w-2003 General Timber Beam Page 1 (e)1983-20030351ACALC Engirreming Softwm 9s.ww.CaWations Description 2 X 8 @ 24" ENTRANCE JOISTS General Information Code Ref:1997 NDS,2003 IBC,2003 NFPA 5000.Base alkm+ables are user defined Section Name 2x8 Center Span 4.00 ft .....Lu 4.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft ...Lu 0.00 ft Member Type Southern Pine,No.2 2-4 Thick,8 Wide Fb Base Allow 1,200.0 psi Load Dur.Factor 1.000 Fv Allow 175.0 psi Beam Erol Fixity Pin-Pin Fc Allow 565.0 psi E 1,600.0 ksi Full Length Uniform Loads Center DL 50.00#/ft LL 120.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #!ft LL #/ft Summary I Beam Design OK Span=4.00ft,Beam Width=1.500in x Depth=7.251n,Ends are Pin-Pin Max Stress Ratio 0.267 : 1 Maximum Moment 0.3 k-ft Maximum Shear"1.5 0.4 k*000 Allowable 1.3 k-ft Allowable 1.9 k • Max.Positive Moment 0.34 k-ft at 2.000 ft Shear. @ Left••' ; 0. 4 is• •• Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right Q 16 Max @ Left Support 0.00 k-ft Camber. @ Left • O.O53 In Max @ Right Support 0.00 k-ft @ Center••• 0.00611i ;.•..; Max.M allow 1.27 Reactions... @t•••• OIri• •••••• fb 310.49 psi fv 33.02 psi Left DL 0.10 k Max ••.... 0.;J k• •• ••• Fb 1,164.22 psi Fv 175.00 psi Right DL 0.10 k Max ••••6• 0.34 le • ••••• Deflections 0060.0 Carder Span... Dead Load Total Load Left Cantilever... Dead Lcbd o ......• Deflection -0.004 in -0.013 in Deflection 0.g00 irk• •0.000 in • • ...Location 2.000 ft 2.000 ft ...Length/Defl '& i • O,ll• i•••�: ...Length/Defi 12,702.9 3,736.16 Right Cantilever... �.• Camber(using 1.5•D.L.DO)... Deflection 0.000 in 0.000 in @ Center 0.006 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Caics Bending Analysis Ck 29.614 Le 8.237 ft Sxx 13.141 in3 Area 10.875 int Cf 1.000 Rb 17.850 Cl 0.970 Max Morrant Sxx Re0'd Allowable fb @ Center 0.34 k-ft 3.50 in3 1,164.22 psi @ Left Support 0.00 k-ft 0.00 1n3 1,200.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,200.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.36 k 0.36 k Area Required 2.052 int 2.052 In2 Fv:Allowable 175.00 psi 175.00 psi Bearing @ Supports Max.Left Reaction 0.34 k Bearing Length Req'd 0.401 in Max.Right Reaction 0.34 k Bearing Length Req'd 0.401 in 17 of 21 Title: Job 9 Dsgnr:#0{>Tsr?Aj-.6j L@0-4 We: 11:57AM, 13 MAY 15 Description Scope: Rev. 58000 8.0,I-Dm-= General Timber Beam Page 2 Zinmim Enghwdrtg Softwam emw C a I CMUMIM cmn S Description 2 X 8 @ 24" ENTRANCE JOISTS Query Values M.V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft 0.34 k 0.0000 In •Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in [Sketch&Diagram 17Wft Rmmta 0.3k Rmax-0.3k VM=®rt-0.3k 0000 0000 **sea. • • 0000 000000 • ••• 09 •• 00000 • • 18 of 21 Reinforced CMU Wall Partially Grouted. For 8" and 12" thick Block Walls. Project: 1201 NE 101 STREET Date: 13-May-15 Page: Job No.: Design by: P.G. Revised: P.G. Description: Exterior wall Reinforced Masonry Axial Comnresion and Flexure ACI 530 Input P= 5. Ib/ft ZONE 5 M= -A Lb-ft/ft Wind Pr- 63:8.. psfV=175 MPH Wall Reinforcing �!t fm= t30Q: ;,<:psi Fs= 24000 psi Em= 1350 ksi Es= 29000 ksi h= `4 in 4 Height of wall Bar#= 5 Block= `in Spacing= 32 ., in Area(A„)= 46 inZ/ft As= 0.116 int/ft I= 343.7 in`/ft b= 12 in S= 90.1 in'/ft d= 3.81 in r= 2.59 in/ft h/r= 59.40 Condition#1 E q-(7-1)& -2 P<Pa if h/r<99 Pa=(0.25 x f m x A„+0.65 x AO,Fg)x[l-(h/140r)Z] if h/r>99 Pa=(0.25 x fm x An+0.65 x At x Fs)x(70 x r/h)Z Pa= 15629 Lb OK . . . .... ...... Ceutditicn 02 .. . . ... . fa<Fa .. . ...... fa= 1;2:96 psi a---- Compressive Stress due to Axial Load••••• • Ifh/r<99Fa=0.25xfmx[1-(h/140r)`] �••••� :�••�� ..... If h/r>99 Fa=0.25 x fm x(70 x r/h)a ";"; .".'. ••••• Fa= 347.50 '+psi OK •• 00 go ' •••••• 06ndlllon:0 Vftblne Axial+Sendingcompression •.. .. •••••• fb+fa<Fb Fb=0.333xrm Fb= 50Q.00 si• :....: p=As/bxd n=Es/Em • • p= 1 0.00254 n= 21.48 k= 2xnxp+(nxp)"2-nxp j=1-k/3 k= 0.280 j= 0.907 fb= 2 x M x 12 fb= 432.64 psi 'xkxbxdz fa+fb= 445:86 psi < Fb OK Condfibli 04,01ftecklhaReinforcement fs<Fs Fs-- M s=M x 12 -fa= 23870.72 psi < 24000 psi Asx'xd OK ftWrnuM+ All wsble Momnt: Mr= Min of (Fb-fa)x j x k x b x d 2 and FsxAsxixd x 12 12 Mr= 801:38 Lb-ft 19 of 21 Project: 12D/ 41 (010--64 Designer: Checked: P C. Date: Gtr-n, S�r,U GUZant 1,._Yo-;5• It P1 F ' Gtr 7-a—�¢�. --v•✓i � p,CF dor U c1 L 148,6 2 •' 0000•• • &ebb �.. �-1,�-rye • .: . . ...... 0000•• • • 0000•• 0090 • •+••• See"00 09:V99 00 0 • •••••• • • • • • • •••••• ... 0000•• 20 of 21 Reinforced CMU Wall Partially Grouted. For 8" and 12" thick Block Walls. Project. 120INE 101 STREET Date: 13-May-15 Page: Job No.: Design by: P.G. Revised: P.G. Description: 6'-0"OPENING Reinforced Masonnr Axial Comaresion and Flexure ACI 530 .uf P y Ib/ft ZONE 5 M= r Lb-ft/ft Wind Pr- 148 9 .. psf V=175 MPH Wall Reinforcing fm psi Fs= 24000 psi Em= 1350 ksi Es= 29000 ksi h= ''in 4 Height of wall Bar#_ $ Block= m S acin 1S : in . sx p 9 Area(A.)a 62 int/It As= 0.33 int/ft I= 378.6 in"/ft b= 12 in S= 99.3 ins/ft d= 3.81 in r= 2.43 in/ft h/r= 58.03 Dodd on:#7 E -1 & -2 P<Pa if h/r<99 Pa=(0.25 x fm x An+0.65 x k,F8)x[1-(h/140r)2] if h/r>99 Pa=(0.25 x fm x An+0.65 x k x Fs)x(70 x r/h)2 Pa= ,:J, 4.+- Lb OK .... w • • • •,•• ••••w• itili3 •r • • sw. •' fa<Fa ••..•• •. • •...•• fa= , ` 1G) psi 4 Compressive Stress due to Axial Load••••• •.•• If h/r<99 Fa=0.25 x fm x[1-(h/140r)`] •••• • ••••• . . ifh/r>99Fa=0.25x I'mx 0xr/h)2 •.•••• ••.••• ...•.• Fa= F7;-3 167 Ipsi OK ...... . ,' #0100#3 Combine Axial+Sending Compression ,•••• fb+fa<Fb Fb=0.333xfm Fb= 500.00,. 0 see • • •••••• p=As/bxd n=Es/Em • • • P= 0.00722 n= 21.48 k= 2xnxp+(nxp)^2-nxo j=1-k/3 k= 0.423 0 0.859 fb= 2 x M x i 2 fb= 352.88 psi xkxbxd2 fa+fb- 69:D0 psi < Fb OK ii1<diti��r�#+4�Ctlsibkin Rsinforcerttent. . . fs<Fs Fs= fs= M x 12 -fa= 10323:95 psi < 24000 psi Asxixd OK Nb inkiinfAiiowlabie Moment. Mr= Min of (Fb-fa)xjxkxbxd 2 and FsxAsxjxd x 12 12 Mr= "1276:11 Lb-ft 21 of 21 Inspection Worksheet J Miami Shores Village M3 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243744 Permit Number: EL-9-15-2380 Scheduled Inspection Date: April 13,2016 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: NUNZIATA, MICHAEL JOSPEH Work Classification: Addition/Alteration Job Address:1201 NE 101 Street Miami Shores, FL 33138-2608 Phone Number (352)682-8303 Parcel Number 1132060171470 Project: <NONE> Contractor: METRO ELECTRIC SERVICE,INC Phone: (305)945-1991 Building Department Comments NEW ADDITION ELECTRICAL WORK AND NEW Infractio Passed comments FIXTURES INSPECTOR COMMENTS False Inspector Comments Passed E�r Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 12,2016 For Inspections please call: (305)762-4949 Page 7 of 49 . �� . Miami Shores Village Building Department7BY: ' --� 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F C20 �Lr BUILDING (waster Permit No. 2e- -- PERMIT APPLICATION Sub Permit No.1�_/ /S_-23�C ' ❑BUILDINGLECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: l Zo to 1 JIL T' City: Miami Shores County: Miami Dade Zip: J Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)::lC Irl,d-CL (W aA,Z( A TA Phone#: Address: (Z.C*>k N rr,- Lot c- S'C City: pr AA t State: F"L- Zip: 3 3 Tenant/Lessee Name: Phone#: Email: A'L a M' d • C o —� bik;6 S CONTRACTOR:Company Name: �° ��`{- " Phone#: 3't_wk�n l� Address: ,A,a� City: & , _State: L Zip: 5 Qualifier Name: 16�A:c,,,ae,� Phone#: -A y State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: r ' Address: City: State: Zip: Value of Work for rtthis 'Permit:$ s ® ® Square/Linear Footage of Work: Type of Work: L J Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:a� Aj Q t, ==R L -49 A4441 Specify color of color thru tile: Submittal Fee$ Permit Fee$ a,f�,®!P' 74f CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ F (Revised02/24/2014) Bonding 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 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 commencemoLmust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued a absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The forego instrume s aicloowledged before me this day of 12016— by day of r 20/ by 1 1"kel fiqdi9Z/4%� who is personally known to who is rsonally kn n to me or who has produced as me or who has produced as identification and who did take an oath. identification who did take an oath. NOTARY PUBLIC: NOTARY PU LIC: ))a Sign Sign 11. F Print: "Y" Print: ??�, ; Wotary Public-Stste o1 Florida 4el, 30 9016 ° MY COMMISSION 0 FF913042 �° a' #EE 94096 Seal: -AA ''� EXPIRES September 00,ZR11p Seal: _ Commission w M nde,Through Nationa'".ctary Assn APPROVED BY 45, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) •AC40RDli CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `••�'' 1 9/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT BB Insurance Marketing Inc P ONE Pa Carlton Ext 306 FAX 10167 W Sunrise Blvd,3rd Floor .954-452-4900 954-452-0450 Plantation FL 33322 E-MAIL Patty@bbimi.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Florida Citrus&Industries Fund INSURED METRO-2 INSURER B:Nautilus Insurance Company 17370 Metro Electric Service, Inc. INSURER C: 15050 NE 20TH Ave INSURER D: North Miami FL 33181 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1261702143 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDLISUBRI POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IND WVD POLICY NUMBER M D (NIM/DD LIMITS B X COMMERCIAL GENERAL LIABILITY NN581981 9/7/2015 9/7/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X PRO POLICY E] F-1 LOC JECT PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY C OM BINED IN ET—L 11TIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAS CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 10651441 2/2/2015 2/2/2016 X STATUTE CRH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE F-1N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Electrical Contractor located at 15050 NE 20 Avenue, North Miami, FL 33181. Re: License#EC13005326 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 N.E.2nd Avenue AUTHORIZED RE RESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Amo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �...�'' 2/4/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Patty Carlton Ext 306 BB Insurance Marketing Inc PHONE 954-452-4900 FAX 954-452-0450 10167 W Sunrise Blvd,3rd Floor E-MAIL Plantation FL 33322 .Patty@bbimi.com INSUR S AFFORDING COVERAGE NAIC# INSURERA:Flodda Citrus&Industries Fund INSURED METRO-2 INSURERB:Nautilus Insurance Company 17370 Metro Electric Service, Inc. INSURER C: 15050 NE 20TH Ave INSURER D North Miami FL 33181 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:2032712831 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _NSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS B TXCOMMERCIALGENER7ALL[ABIUTY NN581981 9/7/2015 9f7/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE CCUR DAMAGE T RENTED PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALIT8S�ED AUUTOESULED BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 10651441 2/2/2016 2/2/2017 X I PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Electrical Contractor located at 15050 NE 20 Avenue, North Miami, FL 33181. Re: License#EC 13005326 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD City of North Miami '6 N E 126 Street • WrIn tut am. F, +3 305-893-6511 NOR IFINIAMI Business Tax Receipt/Certificate of Use Issued Date: 10/01/15 ELECTRICAL CONTRACTOR Expiration Date: 09/30/16 Business Tax Receipt#: BT 001900 Business Name 1 Address: METRO ELECTRIC SERVICE INC 15050 NE 20 AVE,SUITE 111 METRO ELECTRIC SERVICE INC NORTH MIAMI,FL 33181 " 21407 NE 38 AVE lL AVENTURA.FL 33180 Michael A.Etlenne,Esquire.City Clerk s NON-TRANSFERABLE POST IN A CONSPICUOUS PLACE • NON-TRANSFERABLE 000027 Local Business Tax Receipt Miami—Dade County, State of FloridaLBT THIS IS NOTA BILL — DONOT PAY 173963 BuBINEBS 1"ME/LOCATION RECRIPT'NO. EXPIRES METRO ELECTRIC SERVICE INC RENEWAL SEPTEMBER 30, 2016 15050 NE 20 AVE 175963 Must be displayed at place of business NORTH MIAMI FL 33181 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED METRO ELECTRIC SERVICE INC 196 ELECTRICAL CONTRACTOR BY TAX COLLECTOR Worker(s) 10 EC13005326 $45.00 09/18/2015 ECHECK-15-163558 This Local Business Tax Receipt only condlrms payment of the Local Business Tax.The Receipt Is sot a license, peraftoracertification ofthe boldersqualifications,todobusiness.Holder must comply with any governmental or nongovernmental regulatory laves and requirements which apply to the busing. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Bade Code San:sa-276. For mora Information,visit www miamidadeaav .collectnr