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BP05-367
`'� Attn: Mabel Re: 40 NE 91 Street open permit Dear Mabel, Best regards, Chris Romeu 10450 NE l st Avenue Miami Shores, Fla. 33138 786 -200 -3883 cell 305- 754 -5109 home I'd 68E6- S176-SOE I, Christian Romeu, as owner of the property located at 40 NE 91 Street am writing this letter to let you know that the permit I have open for a garage enclosure should be closed. The work will not be getting performed as I am selling the property. If you have any questions, please feel free to contact me at the address and/or numbers below. auO -oipnd 58zz SbE SO2 d00 :i0 SO OE 2nd BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Total Fee Now Due $ (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Niamiores, Florida 33138 Tel: (305) 795.2204 Fax: 305) 756.8972 Building Is Building Historically Designated YES NO State Certificate or Registration No. igineer's Naive (if applicable) Value of Work For this Permit Miami Shores Village Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C14aA STf /k /3 1 wW )Phone # - 70G-290.1/or Owner's Address 1 t7 7 JV E ) Alic City MiA1 t4 1 5 APMcS State rC.exy0/4 Zip r; Tenant/Lessee Name Phone # Job Address (where the work is being done) ' b /� ' " 1- City Miami Shores Village County Miami -Dade Zip V3I Contractor's Company Name Contractor's Address City State Zip Qualifier Phone # Certificate of Competency No. Permit No. Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** iianr A Aim PC - Phone # �C S Z / "3 aflsf. Type of Work: Addition ❑Alteration ■ ❑ Repair/Replace ❑Demolition Describe Work: eticuos 1 .) ( E4/1,0OA -• Act-A40 4 40g—, Submittal Fee $ ,2W . CQPermit Fee $ CCF 8 CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning_YC' C C Bond $ Code Enforcement $ Structural Plan Review. $ ©_cG �" As . 00 h p3G Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur NOTARY Sign: Print: Owner or Agent Contractor The foregoing instrument was acknowledge before me this 15 The foregoing instrument was acknowledged before me this h day of � 20 , by C V v'(5 Cr\ ( , day of , 20 —, by / / . who is personall My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * **************************************************************)***,*,************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** )4 V21 Sintak Plans Examiner Engineer Zonin APPLICATION APPROVED BY: Chc 05/13/03 At y as Signature NOTARY PUBLIC: 'T 7-1/4e5 Zip or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Sign: mmission DD231984 Print: , 2007 My Commission Expires: nnded Yhru ' • antic Bonding Co 1, TOTAL SENS. GTH =TOT. SENS. x 1.3 = 13097 Btu/Hr = 17026 Btu/Hr Q= ARCHxVOLJ60= 0.48 x 6039 / 60 = 48.312 Area A/C= 671 Sq. ft. Volume A/C= 671 x 9 = 6039 Cu. ft. Residential Cooling and Heating Load CtTulai4ns Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. REYES- GAVILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Miami Lakes, JOB Name: ROMEU RESIDENCE Fl 33016. Tel:(305) 628 -5205 Adress.: 40 N.W. 91 RD STREET MIAMI SHORES, FLORIDA Date: 02/08/05 Unit/ Area served: AHU -1 Calculated by. A.M. Checked by. R.G. ITEM SOLAR SHADE T. AREA BTU/HR ITEM AT U T. AREA BTU /HR N. Glass 37 x x 12.5 = 462.5 N. Wall 14 x 0.3 x 277 = 1163.4 NE. Glass 66 x x = 0 NE. Wall x x = 0.0 E. Glass 91 x x 24 = 2184 E. Wall 24 x 0.3 x 221 = 1591.2 SE. Glass 82 x x = 0 SE. Wall x x = 0.0 S. Glass x 37 x 105 = 3885 S. Wall 17 x 0.3 x 185 = 943.5 S.W. Glass 82 x x = 0 SW. Wall x x = 0.0 W. Glass 91 x x = 0 W. Wall 24 x 0.3 x 0 = 0.0 NW. Glass 66 x x = 0 NW. Wall x x = 0.0 Hor. Glass x x = 0 Knee wall x x = 0.0 T. Glass area = 141.5 Subtotal = 6532 T. Wall Area= 683 Subtotal = 3698 ITEM AT U T. AREA BTU/HR ITEM BTU/Unit TOTAL BTU /HR Partition 13 x 0.09 x 0 = 0.0 People 230 x 2 = 460 Roof 48 x 0.05 x 671 = 1610.4 Kitchen 1200 x 0 = 0 Floor 13 x 0 x 671 = 0.0 InfilJVent. = 1.1xQxDT = 48.312 x 16.5 = 797.1 Ceiling x x = 0.0 Miscellaneous Subtotal = 1610 Subtotal = 1257 TONS = 1.4 HEAT LOSS USE = 1.5 Tons ITEM T. AREA AT U BTU/HR Cfm = 600 Walls 683 x 27 x 0.3 = 5532.3 Sq.Ft./T = 447.3 Roof 671 x 27 x 0.05 = 905.9 CFM/sq.ft = 0.9 Floor 671 x 27 x 0 = 0.0 Glass 142 x 27 x 1.1 = 4202.6 Ventilation= 1.1xDTxt 1.1 x 27 x 48.312 = 1434.9 Partition 0 x 27 x 0.09 = 0.0 TOTAL 12075.6 Btu/hr KW 3.5 Kw REYES- GAVILAN Consulting Engineers,lnc. 16252 N.W. 79 Ave Miami Lakes, Fl 33016. TeI:(305) 828 -5205 Unit / Area served: AHU -1 Residential Cooling and Heating Load C*ulatjans Based on ASHRAE Cooling & Heating Load Calculation ManuaL Second Edition. JOB Name: ROMEU RESIDENCE Adress.. 40 N.W. 91 RD STREET MIAMI SHORES, FLORIDA Date: 02/08/05 Calculated by. A.M. Checked by. R.G. l IEM SOLAR SHADE T. AREA BTU/HR ITEM AT U T. AREA BTU /HR N. Glass 37 x x 12.5 = 462.5 N. Wall 14 x 0.3 x 277 = 1163.4 NE. Glass 66 x x = 0 NE. Wall x x = 0.0 E. Glass 91 x x 24 = 2184 E. Wall 24 x 0.3 x 221 = 1591.2 SE. Glass 82 x x = 0 SE. Wall x x = 0.0 S. Glass x 37 x 105 = 3885 S. Wall 17 x 0.3 x 185 = 943.5 S.W. Glass 82 x x = 0 SW. Wall x x = 0.0 W. Glass 91 x x = 0 W. Wall 24 x 0.3 x 0 = 0.0 NW. Glass 66 x x = 0 NW. Wall x x = 0.0 Hor. Glass x x = 0 Knee wall x x = 0.0 T. Glass area = 141.5 Subtotal = 6532 T. Wall Area= 683 Subtotal = 3698 ITEM AT U T. AREA BTU/HR ITEM BTU/Unit TOTAL BTU /HR Partition 13 x 0.09 x 0 = 0.0 People 230 x 2 = 460 Roof 48 x 0.05 x 671 = 1610.4 Kitchen 1200 x 0 = 0 Floor 13 x 0 x 671 = 0.0 Infil.Nent. = 1.1xQxDT = 48.312 x 16.5 = 797.1 Ceiling x x = 0.0 Miscellaneous Subtotal = 1610 Subtotal = 1257 TOTAL SENS. GTH =TOT. SENS. x 1.3 = 13097 Btu/Hr = 17026 Btu/Hr TONS = 1.4 HEAT LOSS USE = 1.5 Tons ITEM T. AREA LT U BTU/HR Cfrn = 600 Walls 683 x 27 x 0.3 = 5532.3 Sq.Ft./T = 447.3 Roof 671 x 27 x 0.05 = 905.9 CFM/sq.ft = 0.9 Floor 671 x 27 x 0 = 0.0 Glass 142 x 27 x 1.1 = 4202.6 Ventilation= 1.1xDTx 1.1 x 27 x 48.312 = 1434.9 Partition 0 x 27 x 0.09 = 0.0 TOTAL 12075.6 Btu/hr KW 3.5 Kw Q= ARCHxVOLJ60= 0.48 x 6039 / 60 = 48.312 Area A/C= 671 Sq. ft. Volume A/C= 671 x 9 = 6039 Cu. ft. • FORM 600A -2001 FLORIbA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: ROMEU RESIDENCE 40 N.W. 91 RD STREET MIAMI SHORES, Fl 00000-0000 South Builder: Permitting Office: MIAMI Permit Number: Jurisdiction Number: 232600 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A Single Pane 141.5 ft 0.0 ft 0.0 ft Addition Single family 1 1 No 671 ft Double Pane 0.0 11 0.0 ft 0.0 ft R =0.0, 63.0(p) ft _ R =3.2, 683.0 ft _ R =19.0, 671.0 ft _ Sup. R=6.0, 25.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 18.0 kBtu/hr _ SEER: 12.00 _ Cap: 17.0 kBtu/hr _ COP: 1.00 _ Cap: 3.0 gallons _ EF: 0.90 PT, FI• or Area: 0.21 Total as -built points: 10375 Total base points: 10843 /AVIV - irkt 4 o ; re e plans and specifications covered in compliance with the Florida PREPARED BY: ce3 Aeo/c DATE: 2' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUI DAT EnergyGauge® (Version: FLR PASS Review of the plans and specifications covered by this calculation indicates compliance with the - - 'd B efore this bui compli Florida FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugen' DCA Farm 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 671.0 32.50 3925.4 1 Single, Clear N 4.0 6.0 Single, Clear E 4.0 6.0 Single, Clear S 4.0 6.0 As -Built Total: 12.5 24.0 105.0 141.5 36.46 0.79 78.71 0.65 66.93 0.60 358.2 1222.4 4197.9 5778.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 683.0 2.70 683.0 0.0 1844.1 1844.1 Concrete, Int Insul, Exterior 3.2 As -Built Total: 683.0 683.0 2.63 1796.3 1796.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.00 0.0 0.0 0.0 0.0 I As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 671.0 2.80 671.0 1878.8 1878.8 Under Attic 19.0 As -Built Total: 671.0 3.72 X 1.00 671.0 2496.1 2496.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 63.0(p) -20.0 0.0 0.00 - 1260.0 0.0 - 1260.0 Slab -On -Grade Edge Insulation 0.0 As-Built Total: 63.0(p) 63.0 -20.00 - 1260.0 - 1260.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 671.0 18.79 12608.1 671.0 18.79 12608.1 Summer Base Points: 18996.3 Summer As -Built Points: 21419.0 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 18996.3 0.4266 8103.8 21419.0 1.000 (1.067 x 1.165 x 0.90) 21419.0 1.00 1.119 0.284 0.284 0.950 6468.9 0.950 6468.9 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugen' DCA Farm 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 671.0 2.36 285.0 Single, Clear N 4.0 6.0 Single, Clear E 4.0 6.0 Single, Clear S 4.0 6.0 As -Built Total: 12.5 6.03 0.97 24.0 4.77 1.07 105.0 4.49 122 141.5 73.5 122.3 574.0 769.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 Exterior 683.0 0.60 Base Total: 683.0 0.0 409.8 409.8 1 Concrete, Int Insul, Exterior 3.2 As -Built Total: 683.0 1.17 683.0 799.1 799.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 Exterior 0.0 0.00 Base Total: 0.0 0.0 0.0 0.0 I As -Bullt Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 671.0 0.10 Base Total: 671.0 67.1 67.1 Under Attic 19.0 As-Built Total: 671.0 0.14 X 1.00 671.0 93.9 93.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 63.0(p) -2.1 Raised 0.0 0.00 Base Total: -132.3 0.0 -132.3 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 63.0(p) -2.10 63.0 -132.3 -132.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 671.0 -0.06 -40.3 671.0 -0.06 -40.3 Winter Base Points: 589.4 Winter As -Built Points: 1490.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 589.4 0.6274 369.8 1490.2 1.000 (1.085 x 1.137 x 0.91) 1490.2 1.00 1.123 1.000 0.950 1589.3 1.000 0.950 1589.3 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugemi DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 2369.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points - Total Points 8104 370 2369 10843 6469 1589 2316 10375 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 3.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 2316.4 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge DCA Forth 600A -2001 PASS 1 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Foos 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceifings; penetrations of ceiling plane of top floc, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air banger; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Collings -Min. R -19. Common walls -Frame R -11 or CBS R -3 bath sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. EnergyGaugem' DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. All Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. , 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 Single Pane 141.5 ft' 0.0 ftz 0.0 fl' Addition Single family 1 1 No 671 Pane 0.0 ft' 0.0 ftz 0.0 ftz R=0.0, 63.0(p) ft _ R =3.2, 683.0 ftz _ R= 19.0, 671.0 ft' Sup. R=6.0, 25.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ-H- Multizone heating) 1 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 18.0 kBtu/hr _ SEER: 12.00 _ Cap: 17.0 kBtu/hr COP: 1.00 Cap: 3.0 gallons _ EF: 0.90 _ *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergySta'f designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. PT, FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ROMEU RESIDENCE Address: 40 N.W. 91 RD STREET City, State: MIAMI SHORES, Fl 00000 -0000 Owner: Climate Zone: South Builder: Permitting Office: MIAMI Permit Number: Jurisdiction Number: 232600 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AIL Interior b. N/A DA 2° Addition Single family _ 1 1 No 671 ft Single Pane Double Pane - 141.5 ft 0.0 ft - 0.0 ft 0.0 ft .- 0.0 ft 0.0 ft R1).0, 63.0(p) ft _ R =3.2, 683.0 ft R =19.0, 671.0 ft Sup. R=6.0, 25.0 ft _ Floor Area: 0.21 Total as -built points: 10375 Total base points: 10843 I • reb t plans and specifications covered y thi in compliance with the Florida ner I hereby certify that this building, as desigrie 1 is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizon BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) Review of the p specifications co "'' . by this calculation indicates compliance with the Florida Energy Code. B efore construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 18.0 kBtu/hr _ SEER: 12.00 _ Cap: 17.0 kBtu/hr _ COP: 1.00 _ Cap: 3.0 gallons _ EF: 0.90 PT, FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugen DCA Forrn 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 671.0 3250 3925.4 Single, Clear Single, Clear Single, Clear As -Built Total: N 4.0 6.0 12.5 36.46 0.79 E 4.0 6.0 24.0 78.71 0.65 S 4.0 6.0 105.0 66.93 0.60 141.5 358.2 1222.4 4197.9 5778.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 683.0 2.70 1844.1 683.0 1844.1 I Concrete, Int Insul, Exterior As -Built Total: 3.2 683.0 2.63 683.0 1796.3 1796.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 I As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 671.0 2.80 1878.8 671.0 1878.8 Under Attic As -Built Total: 19.0 671.0 3.72 X 1.00 671.0 2496.1 2496.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 63.0(p) -20.0 - 1260.0 0.0 0.00 0.0 - 1260.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 63.0(p) -20.00 63.0 - 1260.0 - 1260.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 671.0 18.79 12608.1 671.0 18.79 12608.1 Summer Base Points: 18996.3 Summer As -Built Points: 21419.0 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 18996.3 0.4266 8103.8 21419.0 1.000 (1.067 x 1.165 x 0.90) 0.284 0.950 6468.9 21419.0 1.00 1.119 0.284 0.950 6468.9 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugen DCA Forrn 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 671.0 2.36 285.0 Single, Clear Single, Clear Single, Clear As -Built Total: N 4.0 6.0 12.5 6.03 0.97 E 4.0 6.0 24.0 4.77 1.07 S 4.0 6.0 105.0 4.49 1.22 141.5 73.5 122.3 574.0 769.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 Exterior 683.0 0.60 Base Total: 683.0 0.0 409.8 409.8 Concrete, Int Insul, Exterior As-Built Total: 3.2 683.0 1.17 683.0 799.1 799.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 Exterior 0.0 0.00 Base Total: 0.0 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 671.0 0.10 Base Total: 671.0 67.1 67.1 Under Attic As -Built Total: 19.0 671.0 0.14 X 1.00 671.0 93.9 93.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 63.0(p) -2.1 Raised 0.0 0.00 Base Total: -132.3 0.0 -132.3 Slab -On -Grade Edge Insulation As -Built Total: 0.0 63.0(p) -2.10 63.0 -132.3 -132.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 671.0 -0.06 -40.3 671.0 -0.06 -40.3 Winter Base Points: 589.4 Winter As -Built Points: 1490.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 589.4 0.6274 369.8 1490.2 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 1589.3 1490.2 1.00 1.123 1.000 0.950 1589.3 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details f ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeTM DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 3.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 2316.4 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 8104 370 2369 10843 6469 1589 2316 10375 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 3.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 2316.4 FORM 600A -2001 WATER HEATING & CObE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeTTM DCA Form 600A -2001 PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sin plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; a Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. y COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water floe must be restricted to no more than 2.5 gallons per minute at 80 PSEG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation_ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded ball residences EnergyGaugem' DCA Form 600A -2001 EnergyGauge5/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded ball residences EnergyGaugem' DCA Form 600A -2001 EnergyGauge5/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint /other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. , 40 N.W. 91 RD STREET, MIAMI SHORES, FI, 00000 -0000 Single Pane 141.5 ft 0.0 ft 0.0 ft' Addition Single family No 671 ft Double Pane 0.0 ft 0.0 ft' 0.0 ft R=0.0, 63.0(p) ft _ R =3.2, 683.0 ft _ R =19.0, 671.0 ft _ Sup. R=6.0, 25.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C-Multizone cooling, MZ- H- Multizone heating) 1 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 18.0 kBtu/hr _ SEER 12 00 _ *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. Cap: 17.0 kBtu/hr _ COP: 1.00 _ Cap: 3.0 gallons _ EF: 0.90 PT, STRUCTURAL COMPUTATIONS FOR ROMEU RESIDENTIAL RENOVATION PROJECT LOCATED 40 NE 91 STREET MIAMI SHORES, FLORIDA JANUARY 29 TH , 2005 ORDER: 98 -240 Pages: 9 +cover TOM MARINOS, P.E. CIVIL & STRUCTURAL ENGINEERING State of Florida R- o. 51562 NUE 33029 0 TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtm©mindspring.com Project: Romeo Re 1 ....... • 4: - 1t im,.p6NA.PAAL: .4 . ••••• ■■640.1.11611... 00 ;..P ..11MOOMO...~.....00 0 If20' 6 1 ,, 45 11 Pl . z 1--P :1:: Order No.: 4 3-74 04-- Engineer: TAO Checked: Date: 1 Page Rev: Cad Parameters ;> Type of Structure Height/Least Horizontal Dim 0.38 Flexible Structure No Description: ROMEU RESIDENCE RENOVATION TO EXISTING GARAGE Analysis by: TM User Input Data Structure Type Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) lope of Roof (Theta) ype of Roof Kd (Directonalty Factor) Eave Height (Eht) Ridge Height (RHO Mean Roof Height (Ht) dth Perp. To Wind Dir (B) Paral. To Wind Dir (L) Damping Ratio (beta) Bugg 146 11 C 1 14 Gabled 0.85 9.00 15.00 15.00 55.00 39.00 0.01 Red vakies should be cha only drwiglr Main Menu' Copyright 2002 - MECA Enterprises, Inc. WIND98 v3 -04 SE'S 2rEF7 Wnd Load Design per ASCE 7 -98 40 0. T Gust f actor Surnnsanr portance Factor pslon = Maricane F cne Region (V>100 mph) Table C6-4 Values Gust F a c t o r Category I : Meld Structr s Simplified Met hod For rigid structures (Nat Freq > 1 Hz) use 0.85 ':" ` Gust Factnt C orft D Ritfid nrrtsfi�se..: Ca'i nnf f Anaheeic . Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Catcidiataed Parameters 1 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 0200 15.00 ft ft 0.85 0.851 1/29/2005 www.mecaconsulting.com Page No. 1 of 6 Zmin 15.00 ft Iz m m Cc • (33/z)"0.167 0.2281 m r(zm/33) ^Epsilon 427.06 ft Q ( 1/( 1+ 0. 63 *((Min(B,L)+Ht)/Lzm)^0.63))"0.5 0.9240 Gust2 0. 925'(( 1+ 1.7'izm *3.4 *Q) /(1 +1.7"3.4 *Izm)) 0.8850 Description: ROMEU RESIDENCE RENOVATION TO EXISTING GARAGE Analysis by: TM User Input Data Structure Type Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) lope of Roof (Theta) ype of Roof Kd (Directonalty Factor) Eave Height (Eht) Ridge Height (RHO Mean Roof Height (Ht) dth Perp. To Wind Dir (B) Paral. To Wind Dir (L) Damping Ratio (beta) Bugg 146 11 C 1 14 Gabled 0.85 9.00 15.00 15.00 55.00 39.00 0.01 Red vakies should be cha only drwiglr Main Menu' Copyright 2002 - MECA Enterprises, Inc. WIND98 v3 -04 SE'S 2rEF7 Wnd Load Design per ASCE 7 -98 40 0. T Gust f actor Surnnsanr portance Factor pslon = Maricane F cne Region (V>100 mph) Table C6-4 Values Gust F a c t o r Category I : Meld Structr s Simplified Met hod For rigid structures (Nat Freq > 1 Hz) use 0.85 ':" ` Gust Factnt C orft D Ritfid nrrtsfi�se..: Ca'i nnf f Anaheeic . Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Catcidiataed Parameters 1 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 0200 15.00 ft ft 0.85 0.851 1/29/2005 www.mecaconsulting.com Page No. 1 of 6 Elev ft Kz Kzt qz Ib/fM2 Pressure (Ib/ft2) Windward Walt" +GCpi -GCpi 15 0.85 1.00 39.37 19.69 33.86 WIND98 v3-04 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Copyright 2002 - MECA Enterprises, Inc. Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi 'Condition Open Buildings Partialy Enclosed Buildings )Enclosed Buildings G 0.00 0.55 0.18 Max - 0.00 -0.55 -0.18 Max + dEnclosed Buildings 1 0.18 ( -0.18 1 /29/2005 www.mecaconsulting.com Page No. 2 of 6 '. - for Wind Normal to 55 ft Face urret Runs afley be req'd for ether wind directions+GC Cp Pressure (per :::.: • ;; ' -GCpi :: eeward Walls (Wind Dir Normal to 55 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 . Roof =.Wind Normal to Ridge (Theta> =10) - for Wind Normal: to 5511 face ' .00256*(V)"2 j _ • - Max Negative -0.65 -28.76 -14.59 I Leeward Normal to Ridge -0.48 -23.20 -9.03 Overhang Top (Windward) -0.65 -21.68 -21.68 Overhang Top (Leeward) -0.48 -16.12 -16.12 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Paral el:to Ridge (All Theta) - for Wind Normalto 55 ft face Dist from Windward Edge: 0 ft to 7.5 ft -0.90 -3721 -23.03 Dist from Windward Edge: 7.5 ft to 15 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 15 ft to 30 ft -0.50 -23.82 -9.65 Dist from Windward Edge: > 30 ft -0.30 -17.13 -2.95 Variable Formula : .. ...:: : ; , Value :; tJrrtts Kh 2.01 "(Ht/zg)^(2/A1pha) 0.85 Kht Topographic factor (Fig 6-2) 1.00 Qh .00256*(V)"2 39.37 psf Khcc Comp & Clad: Table 6-5 Case 1 0.85 Qhcc .00256"V "2 "Khcc•Kht•Kd 39.37 _ psf B oof Area (sq. ft.) eduction Factor WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6-3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Z Roof Pressure Coed Cp • Horizontal distance from windward edge Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com L Waft Pyre Coefficients, C .:: . Surface I Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 1.00 1/29/2005 Page No. 3 of 6 Case A Surface GCpf +GCpi -GCpi qh (Psf) Man P (Psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -2425 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 0.00 0.18 -0.18 39.37 -7.09 • 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -4922 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 5E 0.00 0.18 -0.18 39.37 -7.09 • 7.09 6E 0.00 0.18 -0.18 39.37 -7.09 7.09 Kh = Kht = Qh = p = qh * (GCpf - GCpi) 4E WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01'(14t/zgr(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)A2'ImpFac *Kh *Kht *Kd Copyright 2002 - MECA Enterprises, Inc. www.mecaconsutting.com 0.85 1.00 39.37 1/29/2005 Page No. 4 of 6 Case B Surface GCpf +GCpf -GCpi qh (Psfl Min P (Psfl Max P (Psf) 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -029 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 - 13.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84 Kh = Kht = Qh = 4E WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6.4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg)"(2/Afpha) Topographic factor (Fig 6-2) 0.00256 *(V)"2 *ImpFac *Kh *Kht'Kd p = qh (GCpf - GCpi) Wind Direction a 0.85 1.00 39.37 1/29/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 6 Component width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ib/f A2) Max Min Max Min SH 5 2 10.00 4 1.00 - 1.10 46.46 -50.40 5 2 10.00 5 1.00 -1.40 46.46 -62.21 FIXED GLASS 4 4 16.00 5 0.96 - 1.33 45.04 -59.37 DOOR 2.83 6.67 18.88 4 0.95 - 1.05 44.54 -48.48 2.83 6.67 18.88 5 0.95 - 1.30 44.54 -58.37 a = 3.9 = => Copyright 2002 - MECA Enterprises, Inc. WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft • 3.90 ft • ote: * Enter one 1 through 5, or 1 H through 3H for overhangs. a 1 1 2 a a a Gabled Roof 10 < Theta < =45 1/29/2005 www.mecaconsulting.com Page No. 6 of 6 .. 01-S e "? TOM MARINOS; P.E. Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtrn©mindspring.com Project: Rom Re..s oe,A_Lc_F- lZo • .......................... • .. • e5 - :c .6 Order No • S-t0 Engineer T Checked. Date: I - • ........ • • • ...... • • • • • • • ................. Page Rev: Project: TOM MARINOS; P.E. Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtm©mindspring.com .. • .... . • ::V1 Arl 4/ • . • • o met) Ras' r;ark.i.c& / o tail> 0 co:ki L .L. 1•■ ■•■••g.,..... P ' ■■•••■■■•■••■■•wwwwwww....■■•••■■..... S6 t . . . ..... . ............ ..... . . ........................ . . . .. : ....... Order No • Engineer: Checked. Date: t -Jr Page Rev: . . . ......... ■ • • • • STRUCTURAL COMPUTATIONS FOR ROMEU RESIDENTIAL RENOVATION PROJECT LOCATED 40 NE 91 STREET MIAMI SHORES, FLORIDA JANUARY 29 2005 ORDER: 98 -240 Pages: 9 +cover TOM MARINOS, P.E. CIVIL & STRUCTURAL ENGINEERING State of Florida Reg. No. 51562 1785 SW 185 AVENUE MIRAMAR, FLORIDA 33029 TEL.954.392.7540 TOM MARINOS; P.E. Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtm©mindspring.com Project: R om ero Rego6cE trt.14a.; — 0 • .114.er1 tit Order No - 3-41 - 4- En _Mr_ Checked. Date: 1:2311-c oMPMX jea ...... 0 Niva.0.1.00~" • # s it I to c 2- f-r Page Rev: User input Data Structtxe Type Building 0.38 Basic Wind Speed (V) 146 mph Structural Category II r(zm/33)^Epsilon Exposure C I Q Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 14 Deg !Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 15.00 ft Mean Roof Height (Ht) 15.00 ft Width Perp. To Wind Dir (B) 55.00 ft WIVidth Paral. To Wind Dir (L) 39.00 ft Damping Ratio (beta) 0.01 Coed Parameters Type of Structure Height/Least Horizontal Dim 0.38 Flexible Structure Cc ` (33/z)"0.167 m Zmin ..... ......::......... 15.00 .. ft Izm Cc ` (33/z)"0.167 0.2281 Lzm r(zm/33)^Epsilon 427.06 ft I Q ( 1/( 1+ 0. 63 *((Min(B,L)+Ht)/Lzm)"0.63)r0.5 0.9240 Gust2 0. 925'(( 1+ 1.7•Lzm'3.4'Q) /(1 +1.7'3.4•Izm)) 0.8850 WIND98 v3-04 7 ' Wind Load Design per ASCE 7 -98 40 � Description: ROMEU RESIDENCE RENOVATION TO EXISTING GARAGE Analysis by TM Red values shag be changed only t/ratgh Vain Menu' �itrst F actor Scrrrurrsary mportance Factor Bm = c= Epsilon = = 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Calculated - Parameters 1 Hurricane Prone Region (V>100 mph) Table C6-4 Values 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 0.200 15.00 Gust Facto- Category I: Rigid Structures Simplified Method For rigid structures (Nat Freq > 1 Hz) use 0.85 ( 0.851 Gust Factor Cadeaory It Rigid Stns = Corrmlete'Anal++sis >` 0.85( ft ft 1/29/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsultiug.com Page No. 1 of 6 E Kz Kzt qz Ibift"2 Pressure (Ibfft"2) Windward Wall* +GCpi -GCpi 15 0.85 1.00 39.37 19.69 33.86 W1ND98 v3-04 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Table 6-7 internal Pressure Coefficients for Buildings, Gcpi Copyright 2002 - MECA Enterprises, Inc. Condition G i Max + Max - 0.00 0.00 0.55 -0.55 0.18 -0.18 Open Buildings Partially Endosed Buildings !Enclosed Buildngs $Enclosed Buildings 1 0.18 1 -0.18 1 1/29/2005 www.mecaconsulting.com Page No. 2 of 6 Roof Pressure Coefficients, Cp :. oof Area (sq. ft.) - eduction Factor 1.00 } Variable Formula Pressure (psfl ,. ;:.. C pf ' - WO .: eeward Walls (Wind Dir Normal to 55 ft wall) Side Walls Kh 2.01 •(Htlzg)^(2/Aipha) 0.85 :.Roof - Wind Normal to Ridge (Theta> =10) Kht Topographic factor (Fig 6-2) 1.00 -0.65 Qh .00256•(V)^2•I•Kh•Kht•Kd 3937 psf Khcc Comp & Clad: Table 6-5 Case 1 0.85 -0.65 Qhcc .002561/^21*Khcc•Kht•Kd 39.37 _ psf for Wind Normal to 56 ft Face Runs me be dditionel y nsgtf ?mother wind directions Cp Pressure (psfl ,. ;:.. C pf ' - WO .: eeward Walls (Wind Dir Normal to 55 ft wall) Side Walls -0.50 -0.70 -23.82 -30.52 -9.65 -16.34 :.Roof - Wind Normal to Ridge (Theta> =10) - for Wind Normal to 55 it face .: :. mdward - Max Negative -0.65 -28.76 -14.59 Leeward Normal to Ridge -0.48 -2320 -9.03 Overhang Top (Windward) -0.65 -21.68 -21.68 Overhang Top (Leeward) -0.48 -16.12 -16.12 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Parallel to Ridge (AO Theta) - for Wind Normal to 55 ft face Dist from Windward Edge: 0 ft to 7.5 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 7.5 ft to 15 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 15 ft to 30 ft -0.50 -23.82 -9.65 Dist from Windward Edge: > 30 ft -0.30 -17.13 -2.95 B WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6-3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems orizontal distance from windward edge Copyright 2002 - MEGA Enterprises, Inc. www.mecaconsulting.com L Surface Wail Pressure Coefficients, Cp 1 P C t 0.8 Windward Wall (See Figure 6.5.122.1 for Pressures) 1/29/2005 Page No. 3 of 6 Case A Surface GCpf +GCpi -GCpi qh (Pst) Min P (PA Max P (Psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -3426 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 0.00 0.18 -0.18 39.37 -7.09 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 5E 0.00 0.18 -0.18 39.37 -7.09 7.09 . 6E 0.00 0.18 -0.18 , 39.37 -7.09 7.09 Kh = Kht = Oh = 4E WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zgy`(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(Vy 2'ImpFac *Kh *Kht'Kd = qh' (GCpf - GCpi) Copyright 2002 - MEGA Enterprises, Inc. www.mecaconsulting.com 0.85 1.00 39.37 1/29/2005 Page No. 4 of 6 Case B Surface GCpf +GCpi -GCpf qh (PA Min P (psf) Max P (Isfl 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -0.29 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -1.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84, Kh = Kht = Qh 2.01 *(Ht/zg)"(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) "2'ImpFac•Kh *KhrKd p = qh * (GCpf - GCpi) 4E Wind Direction WIND98 v3-04 Wind Load Design per ASCE 7 -98 Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft a 0.85 1.00 39.37 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsutting.com 1/29/2005 Page No. 5 of 6 Component Width (ft) Span (ft) Area (ft"2) Zone GCp Wind Press (Ibfft "2) Max Min Max Min SH 5 2 10.00 4 1.00 - 1.10 46.46 -50.40 5 2 10.00 5 1.00 - 1.40 46.46 -62.21 FIXED GLASS 4 4 16.00 5 0.96 - 1.33 45.04 -59.37 DOOR 2.83 6.67 18.88 4 0.95 - 1.05 44.54 -48.48 2.83 , 6.67 18.88 5 0.95 - 1.30 44.54 -58.37 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Claddng for Buildings w/ Ht <= 60 ft a = 3.9 __> WIND98 v3-04 Wind Load Design per ASCE 7 -98 I 3.90 ft 1 o - e: • Enter one 1 through 5, or 1 H through 3H for overhangs. Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com a 1 1 - _L_ 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 I 1 1 2 1 1 L_ 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 a a a Gabled Roof 10 < Theta < =45 1292005 Page No. 6 of 6 TOM MARINOS; P.E. Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtrn©mindspring.com Project: (20 ti\ i. 0 S 0 ;O0: t o : i 1 .. tn. Order No.. 9S-L0-/ Engineer TN) Checked. Date: Vi - 0 c Rev: • TOM MARINOS P.E. Project: Civil and Structural Engineering 1785 SW 185 Avenue Miramar, Florida 33029 Tel: (954) 392 -7540 Fax (954) 392 -7540 E -Mail: civilengtm ©mindspring.com r DES r A1C� S6 06 4tA. 770 .......... . 0. 0 Order No • 3' 2,-/D —Z Engineer: 7 Kl Checked. Date: l — 25 -as Rev: JOB ADDRESS - ( L � ( J 7 APPLICANT PHONE # APPUCATION ( J PG (1 SHEET OF MISCELLANEOUS DATE Z ONIN CRITIQUE SHEET 6 pd eve firtcp4-r- 5apyie Jo "ie,tf PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT'_ SECTION ZONING ELECTRICAL MECHANICAL PLUMBING BY FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1 DATE t. Subject to compliance with alt Federal. State. County.VUtage rules end regulations. Village assumes no responsibility for accuracy War results tram these plans. 2. This copy of plans must be available on building site or no Inspection will be conducted. COMMENTS INITIALS Miami Shores Village Building Department BUILDING CRITIQUE SHEET ;( 1. Address P &Z comments. ,� 2. Plans must be reviewed and approved by HRS. mi d nning and erg nt. 4. Submit electrical, mechanical, plumbing, septic tank and storm shutter permit applications. cork 5. Provide design pressures for window B in bathroom. FBC 2411.3.1.4 5A 6. Submit two sets of NOA's for all openings. FBC 1626.1 CURTIS CRAIG 4/1/05 305 - 795 -2204 Permit No. Page 1 of 1 4/1/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 05 -367 W11Et3uru ehitt. A. Y LAND SURVEYORS affilKA9'l7Yi {irdG/Ed7 -Wilt ROAM Mal nuipworie POI ,7l FAX (OM M4 SKETCH OF SURVEY Scale 1" = Z4 e cdadOVI 9% 4 0,45 ege , N - 5x X N° 90 L FF 12.53- 90 FF /3)7 9,0 J47 , a ♦B$ . ,ed B OA OA zild 06 T 8 L.o7 dooac 9 • aocse 9 v 5652 N.W. TTN STREET ELME 202 -RNA ROMA 23,20 TELEPHONE: aam aeoam FAX: ROW eerna A.Y. Ana lays c lint. LAND SURVEYORS SKETCH OF SURVEY Scale 1 20 SURVEY NO SHEET NO 96 - 4928 2 of 2 Miami Shores Village Building Department Permit No. Page 1 of 1 4/20/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 05 -367 2ND BUILDING CRITIQUE SHEET 1. Address P Z s`la'm °.°4' i c te ess & comments. 2. Plans must be reviewed and approved by HRS. 3. Submit electrical, mechanical, plumbing, septic tank and storm shutter permit applications. ,y 4. Provide design pressures for window B in bathroom. FBC 2411.3.1.4 5. Submit two sets of NOA's for all openings. ' FBC 1626.1 CURTIS CRAIG 4/20/05 305- 795 -2204