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2001 ADDITIONFORM EPOA -97 • Project Name: Address: amity, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A KnightMS 910 N.E. 91St Terrace N. Miami Shores, Fl 33138 - Mr. &Mrs. Knight South I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: �.......n,.....,.� n i.., ,:.,... Cl r #'P.l A •nnA Builder: !j rCO CoiiSrtra /d•yCd Permitting Office: M 51%.0 re; il attf. y 9 Permit Number: c./ 13 44 3 Jurisdiction Number: a. 3 a 6 ° e9 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 arca (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC,- single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 305.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent 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: Unc. AH: Garage Sup. R =6.0, 175.0 ft _ b. Sup: Unc. Ret: Unc. AH: Attic Sup. R =4.2, 175.0 ft New Single family 1 4 No 2475 11 326.0 11 15.011 0.0 ft' 0.0 ft R =4.2, 1713.0 ft _ R =11.0, 358.0 11 _ R =30.0, 2475.0 11 _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip 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, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 29.6 kBtu/hr _ SEER: 12.40 Cap: 29.6 kBtu/hr SEER: 12.40 Cap: 25.0 kBtu/hr COP: 1.00 Cap: 25.0 kBtu/hr _ COP: 1.00 b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons EF: 0.86 Glass /Floor Area: 0.14 Total as -built points: 33089.00 Total base points: 36705.00 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: BASE AS -BUILT - GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area . Overhang Type /SC Ornt Len I-Igt Area X SPM X SOF = Points .18 2475.0 53.20 23701.8 Single, Clear S 0.1 5.5 74.0 62.19 1.00 4596.5 Single, Clear S 0.1 7.5 12.0 62.19 1.00 745.9 Single, Clear E 0.1 3.0 15.0 73.03 1.00 1063.2 Single, Clear E 0.1 7.5 26.0 73.03 1.00 1897.3 Single, Clear E 7.5 3.0 15.0 73.03 0.37 410.0 Single, Clear E 0.1 5.0 8.0 73.03 1.00 583.5 Single, Clear E 0.1 5.5 32.0 73.03 1.00 2334.4 Single, Clear E 0.1 8.5 8.0 73.03 1.00 583.8 Single, Clear E 0.1 6.5 16.0 73.03 1.00 1167.4 Single, Clear E 0.1 10.0 8.0 73.03 1.00 583.9 Single, Clear NE 0.1 9.0 8.0 51.65 1.00 413.0 Single, Clear W 0.1 4.5 12.0 65.53 1.00 785.5 Double, Clear W 0.1 4.0 15.0 58.70 1.00 879.4 Single, Clear W 0.1 5.0 8.0 65.53 1.00 523.7 Single, Clear W 0.1 6.5 20.0 65.53 1.00 1309.7 Single, Clear W 0.1 7.5 12.0 65.53 1.00 785.9 Single, Clear N 0.1 8.0 36.0 33.94 1.00 1220.9 Single, Clear SW 0.1 5.0 8.0 68.17 1.00 545.0 • . Single, Clear NW 0.1 5.0 8.0 45.04 1.00 360.0 As - Built Total: 341.0 20821.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 358.0 1.0 358.0 Concrete, Int Insul, Exterior 4.2 1713.0 2.28 3905.6 Exterior 1713.0 2.70 4625.1 Frame, Wood, Adjacent 11.0 358.0 1.00 358.0 Base Total: 2071.0 4983.1 As -Built Total: 2071.0 4263.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 38.0 2.60 98.8 Exterior Wood 30.0 9.40 282.0 Exterior 30.0 , 6.40 192.0 Adjacent Wood 38.0 3.80 144.4 Base Total: 68.0 290.8 As - Built Total: 68.0 426.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 2475.0 0.80 1980.0 Under Attic 30.0 2475.0 0.80 1980.0 Base Total: 2475.0 1980.0 As -Built Total: 2475.0 1980.0 FORM 610A -97 Pt SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: FORM 6Q0A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab ' Raised Base Total: 305.0(p) • 0.0 -20.0 0.00 - 6100.0 0.0 -6100.0 .Slab -On -Grade Edge Insulation As -Bullt Total: 0.0 305.0(p) - 20.00 - 6100.0 - 6100.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2475.0 18.79 46505.3 2475.0 18.79 46505.3 Summer Base Points: 71360.9 Summer As -Built Points: 67896.5 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points 71360.9 0.3560 25404.5 67896.5 0.500 67896.5 0.500 67896.5 1.00 1.077 0.275 1.077 0.275 1.077 0.275 1.000 1.000 1.000 10054.2 10054.2 20108.3 FORM 6Q0A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: BASE AS -BUILT • GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area . Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 2475.0 2.02 901.9 Single, Clear S 0.1 5.5 74.0 3.55 1.00 262.2 Single, Clear S 0.1 7.5 12.0 3.55 1.00 42.5 Single, Clear E 0.1 3.0 15.0 3.76 1.00 56.5 Single, Clear E 0.1 7.5 26.0 3.76 1.00 97.8 Single, Clear E 7.5 3.0 15.0 3.76 1.27 71.5 Single, Clear E 0.1 5.0 8.0 3.76 1.00 30.1 Single, Clear E 0.1 5.5 32.0 3.76 1.00 120.4 Single, Clear E 0.1 8.5 8.0 3.76 1.00 30.1 Single, Clear E 0.1 6.5 16.0 3.76 1.00 602 Single, Clear E 0.1 10.0 8.0 3.76 1.00 30.1 Single, Clear NE 0.1 9.0 8.0 4.71 1.00 37.7 Single, Clear W 0.1 4.5 12.0 4.47 1.00 53.6 Double, Clear W 0.1 4.0 15.0 2.26 1.00 33.9 Single, Clear W 0.1 5.0 8.0 4.47 1.00 35.7 Single, Clear W 0.1 6.5 20.0 4.47 1.00 89.3 Single, Clear W 0.1 7.5 12.0 4.47 1.00 53.6 Single, Clear N 0.1 8.0 36.0 4.91 1.00 176.8 Single, Clear SW 0.1 5.0 8.0 4.09 1.00 32.7 • Single, Clear NW 0.1 5.0 8.0 4.88 1.00 39.0 As -Bullt Total: 341.0 1353.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 368.0 0.5 179.0 Concrete, Int Insul, Exterior 4.2 1713.0 1.02 1747.3 Exterior 1713.0 0.60 1027.8 Frame, Wood, Adjacent 11.0 358.0 0.50 179.0 Base Total: 2071.0 1206.8 As -Built Total: 2071.0 1926.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 38.0 1.30 49.4 Exterior Wood 30.0 2.80 84.0 Exterior 30.0 1.80 54.0 Adjacent Wood 38.0 1.90 72.2 Base Total: 68.0 103.4 As -Bullt Total: 68.0 166.2 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic 2475.0 ' 0.10 247.5 Under Attic 30.0 2475.0 0.10 247.5 Base Total: 2475.0 247.5 As -Bullt Total: 2475.0 247.5 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: FORM 600A -977 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: BASE AS -BUILT • FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 306.0(p) 0.0 -2.1 0.00 -640.5 0.0 -640.5 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 305.0(p) -2.10 -640.5 -640.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2475.0 -0.06 -148.5 2475.0 -0.06 -148.5 Winter Base Points: 1670.6 Winter As -Built Points: 2894.6 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 1670.6 1.0900 1820.9 2894.6 0.500 1.135 2894.6 0 500 1.135 1.000 1.000 1.000 1.000 1.000 1.000 1642.1 1642.1 3284.2 2894.6 1.00 1.135 FORM 600A -977 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: 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 4 2370.00 AS -BUILT 50.0 0.86 As -Built Total: 4 1.00 2424.09 1.00 9696.4 9696.4 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 25404.5 1820.9 9480.0 36705.4 20108.3 3284.2 9696.4 33088.8 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 4 2370.00 9480.0 50.0 0.86 As -Built Total: 4 1.00 2424.09 1.00 9696.4 9696.4 FORM 600A -97 • WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: 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 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. 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; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. (must '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. Edema! 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 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 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST - OTHER PRESCRIPTIVE MEASURES be met or exceeded b all residences. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST - OTHER PRESCRIPTIVE MEASURES be met or exceeded b all residences. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. Mr. &Mrs. Knight, 910 N.E. 91St Terrace, N. Miami Shores, FI, 33138- 1. New construction or existing New 2. Single family or multi- family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area ((1 2475 ft 7. Glass area &c type _ a. Clear - single pane 326.0 11 b. Clear - double pane s 15.0 f1 c. Tint/other SC/SHGC - single pane 0.0 ft _ d. Tint/other SC/SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 305.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =4.2, 1713.0 ft _ b. Frame, Wood, Adjacent R =11.0, 358.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2475.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. Sup: Unc. Ret: Unc. AH: Attic 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip 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, Sup. R =6.0, 175.0 ft _ RB -Attic radiant barrier, Sup. R =4.2, 175.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) 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) 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: *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{ 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 407/638 -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. T7_ /[ 7---: . T7T TO TA 'IAA\ Cap: 29.6 kBtu/hr _ SEER: 12.40 _ Cap: 29.6 kBtu/hr SEER: 12.40 Cap: 25.0 kBtu/hr _ COP: 1.00 Cap: 25.0 kBtu/hr COP: 1.00 Cap: 50.0 gallons _ EF: 0.86 ROOM NAME Area (ft Htg Toad (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) Sitting Room 104 2524 3100 200 175 Master Bath 150 1731 1847 137 104 Master Bedroom 293 4298 5899 340 333 Ctr. WICIo. 42 32 63 3 4 Out WICIo. 42 327 183 26 10 Breakfastroom 153 1791 2432 142 137 Kitchen 221 1947 4215 154 238 Entire House d 1005 12649 17738 1000 1000 Ventilation air 0 0 Equip. © 0.95 RSM 16851 Latent cooling 3423 Tr1TAI Q 4 AAG 4 /A 7An7G 4 AAA 4/1/1/1 23405 Water Circle, Boca Raton, FI 33486 Phone: 561- 750 -7737 Fax: Same Pro'ect Information Design Information Outside db ( °F) Inside db ( °F) Design TD ( °F) Daily range Inside humidity ( %) Moisture difference (gr/Ib) HEATING EQUIPMENT Make Rheem Trade RAMA Series RBHA17J07 Efficiency Heating input Heating output Heating temperature rise Actual heating fan Heating air flow factor Space thermostat For: RIGHT -J SHORT FORM Entire House Rybolt Engineering Company Mr. & Mrs. Knight 910 N.E. 91st Terrace, N. Miami Shores, FI 33138 Htg 48 70 22 CIg 90 75 15 L 50 55 80.0 AFUE 25000 Btuh 25000 Btuh 23 °F 1000 cfm 0.079 cfm /Btuh wnghtsoft Right-Suite Residential"' 5.0.28 RSR26593 C:Ubom\My Documents1490 -1 Addn.rsr Method Construction quality Fireplaces Load sensible heat ratio Infiltration Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ld� 7// / Job: 490 -1 Addn. 7131/00 Simplified Average 0 COOLING EQUIPMENT Make RHEEM MANUFAC Trade Rheem RAMA Series RAMA -030JA RBHA -17 +RCGA -37A1 Efficiency 12.4 SEER Sensible cooling 20720 Btuh Latent cooling 8880 Btuh Total cooling 29600 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.056 cfm /Btuh 84 % 2000-Jul-30 02:33:02 Page 1 ROOM NAME Area (ft Htg Toad (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Old Kitchen Area 127 1379 924 75 45 Existing Bath 26 700 316 38 15 Exist Bed 2 135 1427 2874 78 139 Exist Family 308 5486 5876 299 284 Exist Bed 3 162 2290 2923 125 141 Exist Bath 3 45 583 900 32 43 Exist Bed 4 184 2353 2831 128 137 Living Exist 483 4106 4071 224 197 Entire House d 1470 18322 20715 1000 1000 Ventilation air 0 0 Equip. © 0.95 RSM 19679 Latent cooling 4811 T,.�w. .. 4I7A 40'}77 •AA0n 1 nnn lnnn 23405 Water Circle, Boca Raton, FI 33486 Phone: 561- 750 -7737 Fax: Same Project Information Design Information Outside db ( °F) Inside db ( °F) Design TD ( °F) Daily range Inside humidity ( %) Moisture difference (grill)) HEATING EQUIPMENT Make Rheem Trade Rheem RAMA Series RBHA17J07 Efficiency Heating input Heating output Heating temperature rise Actual heating fan Heating air flow factor Space thermostat RIGHT -J SHORT FORM Entire House Rybolt Engineering Company For: Mr. & Mrs. Knight 910 N.E. 91St Terrace, N. Miami Shores, FI 33138 Htg 48 70 22 80.0 AFUE 25000 Btuh 25000 Btuh 23 °F 1000 cfm 0.055 cfm /Btuh Clg 90 75 15 L 50 55 winghtsoft Right -Suite ResidentialTM 5.0.28 RSR26593 Projectl.rsr Method Construction quality Fireplaces Load sensible heat ratio Infiltration COOLING EQUIPMENT Make RHEEM MANUFAC Trade Rheem RAMA Series RAMA -030JA RBHA -17 +RCGA -37A1 Efficiency 12.4 SEER Sensible cooling 20720 Btuh Latent cooling 8880 Btuh Total cooling 29600 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.048 cfm /Btuh Bold Italie values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Job: 490 -2 Exist 7/31100 Simplified Average 0 81 % 2000 - Jul -30 0,2:17:51 Pape 1 • • WINGERTER LABORATORIES INC. i Engineering Testing and Inspection Service Established 1949 No. 1 Mr. Tom Knight 910 N.E. 91' Terrace Miami Shores, Florida 33138 Dear Mr. Knight: August 4, 2000 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Addition to Knight Residence 910 N.E. 91' Terrace, Miami Shores, Florida WLI Order No. 1342 We are pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with our Professional Services Agreement dated June 18, 2000. This report presents our geotechnical engineering evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area. It is our understanding that the proposed project will consist of the construction of a new room, kitchen and garage addition to be located along the side of the existing one (1) story residence. Two (2) Standard Penetration Test Borings, conforming to the requirements ofASTM D 1586, were performed at the site on August 2, 2000 by Wingerter Laboratories, Inc. (WLI). Please see Appendix A for our Report of Test Boring Numbers B -1 and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report. The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test borings. 1820 N.E. 144th St. • P.O. BOX 611450 • North Miami, FL 33261 -1450 • (305) 944 -3401 • 1- 800 - 345 -SOIL • Fax: (305) 949 -8698 Ilk Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 Mr. Tom Knight Order No. 1342 Page 2 A review of the test boring logs indicates that the site is generally mantled by approximately 6 to 12 inches of surficial topsoil, underlain by loose to medium dark colored sands extending to depths ranging from 2 to 4 feet. At this depth, a soft to medium dense sandy limestone formation was encountered extending throughout the maximum explored depth of 15 feet below the existing land surface. The ground water level at the time of our investigation was encountered at a depth of 10 • feet below existing grade. Variations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface run off, nearby construction activity or other site specific factors. Evaluation of the subsurface data obtained from the boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable for the planned construction. The' 'ls conditions can provide adequate support for the proposed addition if founde on shallo spread footings proportioned for a maximum allowable soil bearing capac of 2,500 poun . . per square foot. At this bearing pressure, the anticipated total settlement e exec - • . .e less than 1 inch, with differential settlements approaching 1/4 inch across the area, provided that the following recommendations are adhered to. The area of the proposed addition shall be cleared and grubbed to remove all vegetation, topsoil, pavement and debris. The cleared area shall be tamp compacted to 95% minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill material required to raise the area to its final bottom of slab elevation shall be placed in 12- inch loose lifts, and each lift compacted to 95 % minimum relative compaction. Bottom of footings shall be placed at a minimum depth of 1.5 feet below final grade. However, new footings placed adjacent to existing footings should match the bottom elevation of the existing footings. Footings shall have a minimum width of 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings. Soils at the bottom of footing excavations and beneath the slabs shall be compacted to 95% minimum relative compaction prior to placement of reinforcing steel or concrete. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - Mr. Tom Knight Order No. 1342 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and • understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: Scanned on SCANE FOLIO NO. 11- 3206 - 000.0020 GRANTEES SOCIAL SECURITY NO. THIS INDENTURE, made this 2nd day LILLIAN EDWINA MEYER, a single woman, grant TRUSTEE UNDER LILLIAN EDWINA MEYER REVD-CP.B11 OF DECEMBER, 1992, whose post office addri Shores, Florida 33138, grantee *, WITNESSETH, That said grantor, for and 1 DOLLARS and other good and valuable cons:Ldee by said grantee, the receipt whereof is bargained and sold to the said grantee, and g the following described land, situate, lying to -wit: West 94.15 feet of West 169 feet of South 190 feet of South 1/2 of Southeast 1/4 of Northeast 1/4 of Southeast 1/4 of Section 6, Township 53 South, Range 42 East, lying and being in Dade County, Florida. NOTWITHSTANDING ANYTHING HEREIN TO THE COCIRARY, GRANTOR HEREBY RETAINS THE RIGHT TO USE, POSSESS AND OCCUPY, AS HER PERSONAL RESIDENCE DURING HER LIFETIME, THE ABOVE DESCRIBED REAL PROPERTY. NOTE: THIS DEED SHALL CONFER ON THE TAUS':[EE THE POWER AND AUTHORITY TO PROTECT, CONSERVE AND TO SELL AND CONVEY, OR TO ENCUMBER, OR OTHERWISE TO MANAGE AND DISPOSE OF THE REAL IR01'PRTY DESCRIBED HEREIN. Grantor states that on the date of execution hereof, she is unmarried and that she has never had any children, natural or adopted. This declaration of my status is for the purpose of eliminating the need fora judicial determination of homestead upon Grantor's death. And said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of ell persons whomsoever. * "Grantor" and 'Grantee" are used for singular or plural. as context requires. IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and rr:al the day and year first above written. Signed, sealed and delivered in our presence: MARCIA L. KILGORE STATE OF FLORIDA COUNTY OF DADE FL001199502199401:0001 - Page 1 of 1 by Operator CZDEL on Friday, November 03195 at 11:15:29 PM Ammemmimmammum Prepared by: BARBARA NORTH BURTON 11955 West Dixie Highway Miaai,'Florida 33161• WARRANTY J E E D (Statutory Form - Section 680.02 F.S.) BEFORE ME, the undersigned authority, :personally appeared LILLIAN EDWINA MEYER, a single woman, who executed and acknatledged before me, and who did take an oath, that the foregoing instrument vas executed freely and voluntarily for the purposes therein expressed, and who is pe••sonally known to me. WITNESS my hand and official seal ,t q day of December., - 4992. a� z`?u;kdb:xia`. rv•. :i : :t „ ? :tiir.'ube OFf, 15879PC212 93R 186127 1993 RPR 14 09:02 REC. of December 1992, between or*, and LILLIAN EDWINA MEYER, AS LLVING TRUST DATED THE 2ND DAY ss is 910 N. E. 91st Terrace, Miami n . :onsideration of the sum of TEN ations to said grantor in hand paid hereby acknowledged, has granted, rantee's heirs and assigns forever, and being in Dade County, Florida, G E. 4c✓ LILL1A I EDWINA 910 N. E. 91st Terra Miami ihores, Florida BARBARI NORTH BURTON.,,.,.�.�,.a,. NOTARY PUBLIC -. ^' t t [qj t TAib oil (Seal) 33138 a oa m Cpy„r,. q WO& eeeoto rttrnta t.AR:EY RUVIN CLL& CMCuu COW7 A Jun 26 01 02:53p Jun 26 01 02:45p JUN -26 -01 140f FROtI ERICSSON OPEN Z 2 3rd Harry Rybolt 'charles wayne Ferrell S ..00wo•r M t. o. 55442723bb IU.3054469060 IIVAC DESIGN RgUIRES: 1V11111 NO, — DUCT SMOKE DETECTOR FIRE DAMPERS) _ WWII SMOKE DAMPER S ���w FIRE RAT r ENCLOSURE �. FIRE RATED ROOPIFLOOR FILING ASSEMBLY FIRE STOPPING SMOKE CONTROL 1111111111111ga +sr -: 561 - 750 -7737 P. e PAGE 2/2 4901.44c)(Coatl When the proposed wort: serves art ocCUTY014 content of 100 or more persons. or has a total mechanical value of S25,000 or more or when the mechanical systemms Swathe square per system capacity of more than I S tons or for any structure greater than 5, in area designed for piblic assembly. the plans stall be prepared by and be the impress seat of a Professional Engineer, registered in the State of Florida. When the estimated coo exceeds S5.000 for rnedlul gas, oxygen, steam. vacuum, toxic air filtration. or chemical fire protection systems the plans and specifications shall be prepared by and bur the impress scat of a Professional Engineer, registered in the State of Florida, who is competent in this field of expertise. All plans shall be prepared and submitted per the South Florida Building Code. Appendix A. The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. (d) PRECONTRACT EXAMINATION OF PLANS: Preliminary plans may be submitted by the designer to the Chief Mechanical Inspector before a cOntTaet for the proposed work is entered into by the owner. (e) EXAMINATION OF PLANS: The Chief Mechanical inspector or Mechanical Plans Examiner shall examine all plans and applications for permits. If the requirement of all pertinent laws or applicatbtt or plans do not conform tom shall � }� such application in writing, regulations. the Chief Mechanical l� �, is anted herein above, sh ay be stating to reasons therefore. Plans that arc rrec i reproduced ein bovau say be returned for cotreetism. Inked aotaliont on 1nechardal 1 � a cl p all s 1 upon accepted only for minor corrections. if the application, � Ptts and ol, the Mechanist Code, the examination, are found to comply wilt the plane shall be signed and matkod as approved. (f) PERMIT F'Ei;S : Sbal1 be in accordance with section 303 of this Codc. 4901.1+ INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit is issued. determine the mandatory inspection schedule based upon the complexity of the ZL689 ft11A"St 1WHI l:QI bl:Et 10. 9'90 ers 3114 P.3 Name Htg (Btuh) CIg (Btuh) Htg (cfm) Clg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Mati Trnk Sitting Room 2524 3100 200 175 0.060 572 VIFx QQQQQQmmm Master Bath 1731 1847 137 104 0.060 512 VIFx Master Bedroom -A 2149 2949 170 166 0.060 636 VIFx Master Bedroom 2149 2949 170 166 0.060 636 VIFx Ctr. WICIo. 32 63 3 4 0.060 40 v 0 8 VIFx Out WICIo. 327 183 26 10 0.060 296 VIFx Breakfastroom 1791 2432 142 137 0.060 530 VIFx Kitchen 973 2108 77 119 0.060 605 VIFx Kitchen -A 973 2108 77 119 0.060 605 VIFx Name Trunk Type Htg (cfm) CIg (cfm) Vel (fpm) Diam (in) Rect Duct Size (in) Duct Material Trunk A B Peak AVF Peak AVF Peak AVF 0 705 1000 0 625 1000 0 659 634 0 Tt ti 0 x 0 14 x 13 15 x 17 ShtMetl RectFbg RectFbg B P { External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): DUCT SYSTEM SUMMARY Entire House Rybolt Engineering Company 23405 Water Circle, Boca Raton, FI 33486 Phone: 561 - 750 -7737 Fax: Same For: Mr. & Mrs. Knight 910 N.E. 91st Terrace, N. Miami Shores, FI 33138 wrightsc t Right-Suite Residentialr" 5.0.28 RSR26593 ACM C: Jbom \My Documents 490-1 Addn.rsr HEATING 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.060 in /100ft 1000 cfm 0 ft Bold/Itallc values have been manually overridden 1/ COOLING 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.060 in/100ft 1000 cfm 9/0/ Job: 490-1 Addn. 7/31100 Pro'ect Information Su • .1 Branch Detail Table Supply Trunk Detail Table 2001 - Jun -18 19:17:53 Page 1 Name Trunk Type Htg (cfm) Clg (cfm) Vel (fpm) Diam (in) Rect Duct Sz (in) Duct Material Trunk W Peak AVF 1000 1000 634 17 17 x 15 RectFbg Name Diffus Sz (in) Htg (Btuh) CIg (Btuh) Htg (cfm) CIg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Matl Trunk 0 x 0 0 0 0 0 0.000 0 0 Ox 0 ShMt Return Branch Detail Table Return Trunk Detail Table ti wnghtsoft Right-Suite Residential^" 5.0.28 RSR26593 2001 - Jun -18 19:17:53 ACOlk C:Voom\My Documents4490 -1 Addn.rsr Page 2 ; /K /2 7% • 1 i) $ v .1 2 z1-07 _ 2... • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date !Job Address y I 1 0 A g 9 1 re t t u (C Tax Folio i- C ( :'. 0 0 1, Legal Description . ' t / /9 f' . • „ 1 - tAh 1 C (9Lessee / T e n an t s J I c : 4 9 ) ( 4 Owner's Address o l i o we 49 r.c To ram Historically Designated: Yes No Master Permit # 9 93 Phonek / Contracting C AR (0 l"it (75 0 &) . 16 �S N e ✓eckce Address Q ualifier re h&j) 0 LEG t N SS# Phone Ins. Co. p+CC deg kel iL4' State # (A—C 05( g G Municipal # Architect/Engineer _CY) _ T [•% l L Address 3gp 0 to .Fe( °J&( 4-kAJ II it 7 E5' Address OCtt (L 1 0A1 f PL 33 45 Address LECTRICAL P MECHANICAL ROOFING PAVING FENCE SIGN Bonding Company Mortgagor Permit Type (circle one) WORK DESCRIPTION Square Ft. O Q ROVED: , ,91 1o1 y " Building 1/ ,L; 1. (0.0 ■ 7 No : s to Own= and/o 7 P �• . R D• to My ' ommission E 'ices: CI ` s�J,/ 7TADY :ICS M OF PLORIDA ry - # 1 ,/p li / • 0✓ COIN ISSlON NO. CC'i r l 'F.ES: PERMIT RADON / D C > C.C.F. Competency # Mc 1 h Kai F 'ts-00 ;7 gAsri-P-tkitt kliti Jig .� 7 Estimated Cost (value)\ 117, 74 goo. ®� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 regulati \ construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1 1 ignatMlre ' o etiand/or 6 —a/ 7 / 9 4, ■ tary as to'Contraclor or Owner - Builder My Commission Expir �POF ay p OEFlCIAL NOTARY SEAL � ANGELA M BECKER 2 ' T C� COMMISSION NUMCCN N, ql'•�`►. CC786697 �l N� MY COMMISSION EXPIRES ES f �0 NOV. 1 $,2002 NOTARY ` � . i5 i 1 BOND jl,�( TOTAL DUE ____ _ 0" o1' Contractor or Own -Build D ate NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I/ - s2,0 1 ` D OM() 20 STATE OF FLORIDA: COUNTY OF DADE: Nit 1MD6 c-4901.3T THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Gild N I 9 r ?.P�/rc ? 2. Description of improvement: RricP ,L (1 __ 3: Owner(s) and address: Q tt f 5 1<N 1 c 1 to Nc 919r je c r(iM 54o Arc ?A 1' Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Agri) (' TUC/ /0/l/ Cnvep k. ✓/ Name and address: Amount of bond $ 6. Lender's name and address: Name and address: 5. Surety:(Payment bond required by owner from contractor, if any) 14104A-5 NA- By Persons within the State of Florida designated by Owne upon w by Section 713.13(1)(a)7., Florida Statutes, N 1(4-r S1 - STATE OF FLORIDA, COUNTY OF DAOE a is is „ pyo d in this office on da y of L� , A D 20 I l 0 18046060 2001 JAN 30 , 00 C0Upi CLERK my 11‘1.11‘1... ca u1/..1 _. _ 0“ QC UVII E K o. Circuit and County Courts Gl 6O° rrt rata 0 4/ D.C. "�FCOUrsnj om notices or other documents may be • as provided £ . • �/ ..�. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: y9 D ( /7/2Af CO# 77 /r .' _. . 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) x ; L s� . . • At Signature of Owner Print Owners Name Sworn to and subscrib d before m this a 3 day of 'a h . ,1 0 l Notary P Print Notary's Name crk My Commission Expires: ‘o-c\ - o O QAL HAWIQNS NOTARY pUuUC STATE OF R D "'I' �ti10N A MY : ' MMI _ ���02 Prepared by: Address: f (. G S /0 (- 7 Fc - 123.01-52 2/93 05/13/1992 20:05 7135248864 • TK TH PAGE 01 NOTE: This form must be submitted to the Building Department with the permit application. Thank you. MIAMI SHORES VILLAGE BUILDING DEPARTMENT, 10050 N. E. 2nd AVENUE, MIAMI SHORES, FL 33138 (305) 795 -2204 FAX: (305) 756 -8972 SUBSTANTIAL IMPROVEMENTS CHECKLIST/WORYSIIEET Date: 4 2! // C 1 Permit No.: Owner's Name: Il o .#1 a S a t G, Owner's Address: 9/o /1/. r. y/ 'r' f i' �.a��. J ao .eaf Telephone Number: ! 3 0 s) 7 i d9 -'7 7 6 r 7 Job Site: Folio Number (required): TYPE 1. Structural Fill 2. All structural elements including: Spread or continuous foundation footings Pilings Bearing walls, tie beams and trusses Wood or reinforced concrete roofing Wood flooring or concrete slabs 3. Bathroom tiling and fixtures Zaim .r0.1i; 4. Interior partition walls 5. Built -in appliances ale /Ctra/ 6. HVAC equipment - - add . 7 4fi /i, COST 05/13/1992 20:05 7135248864 Substantial Improvements Checklist (cont'd) 7. Installed tiling over subflooring 8. All stucco, plaster, drywall finishe % or other decorative finished - - 9. Windows and doors 10. Complete reconstruction, alteration or addition of plumbing- 11. Complete reconstruction, alteration or addition of electrical service - -- 12. Kitchen cabinets 13. Demolition costs 14. Tiling of roof 15. Re- carpeting of a floor - - 16. Painting 50% of Fair Buildin Official Signature TK TH _ /2:4-Ck. COST ------------------- -- ---- 17. Rewiring of an existing electrical system 18. Light fixtures and ceiling fans - - ¢='= /7- Items 7 through 18 sub total Items 1 through 6 sub total 1 TOTAL /07g e'e2 -b (heco f A� s-c� C� J FOR OFFICE USE ONLY * * * * * * * * * * * *** Calculate fair market value as follows: Tax Appraisal times 1.2 = Fair Market Value of Structure - PAGE 02 • \di» : 717 -r'E EU:LO :NG A 7. Z0Ni G -CGCu N. 7. ?VF.I'= 2ti (3051 795-2'04 T .i. (335) -- -%c- / ETIIDING PESHI:' /CONNAC �'RS RMIS1 TTCi OE CJ Si 1/ Copy' of STATE OF FLORIDA O'ICATION (DPFR) : _ STAr REGISMATION AND DADE COUNTY CETFNCY LIC 9/ rod? Copy of current OCCUPATIONAL LICZNSE "rte county or nici a1izv where business is located. 1i/ Certificate of Insurance for r.rurr.rry (addresses to Miami Shores Village). L/ Certificate of Insurance for 'S COMP (addressed tc Miami ShoresVillage) or if exempt State of Florida LES Form BCM -204, Construction :adustry Notice of Election to be Exempt. 4/ Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address.. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect of engineer when / applicable. V Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner) . "ti Four sets of energy calculations, signed and sealed V T o sets of signed & sealed Truss Plans (Engir. -) . ? M,.6Z • c 1 Ss DADE Coon or State of Florida Products Approvals for roof materials, sheas indows, exterior /garage doors, aluminum worts, screen enclosure , utters awnings, skylights, frendl doors and etc. PLEASE SUBMIT EVERYTHING CHECKED OFF Approvals from HRS, DADE County Impact Fee Secticn, Fire Department a Health Department (when applicable). DEM Warranty Deed or Other Proof of Ownership if necessary. 1/ Stzucttsal Review fee Flood Elevation Pit V Notice of Commencement 13 .:103 SI /C 1i1h` - 910 ALE, 9/ s Terr. OF R z-. S.ktiz!Uf a / co Q'= S=-TON fiddriran is &x'/51. r id el oP 5PPG C C i Presumed based e the Cali� 91 A . 0 511.0 fh 1#S (no/ #4) Der W ;fide g C / C -3 rep( Col <' -4 Foolini �v r provide shy - c .vL U/` l2" co l3 iv ® On 9-1,2 wa,11 (Jewel I lap 1-o cal seehrr- i✓ Fr 77; "' , a • . , .0 PAGE LOCI CRT C ; rs yrea fer /'llavi haw vit uir f y a ficcc/t ed 50(1 .gear ;ellj A/E 1 5 VISua. -to r-‘5 d/' 56-r I keeled slat Sh tees/ rer Bucks 7o be /Yes 4- 5'1:2.2.c / /r1 o ;sal .L iTe✓'la l bars a-1 1 v1 ®B�;✓'q (vvtouolr' e4 .06 et 4 3 ec Divµ. 77e Bt or 6 be Sou ,y■n, er n e' I-'"1 eG't ee/5 etc/ 51. whaf is 513e 4 sperkt9 ° Ted / //s Leer at DA L-,• Mr/of ) 25 % of exis/in5 - skew en .57s, /04-, 2. (4) Value el' 2 eeo ;s f0 be / �✓I S peCf/Ori - not 1e4'4 o f/rnerrd fie s4a/evnew/ e ye -/o be re ro d rced ' L- F as per play) , 3" Ta peens o,k 13ear/rt9 cvcc,l( 1-v have S r c de eDrt�t �r G1 a �hs7 exd51. u4A.d I2 a 'Trellis cols. lest 12' clees:a / 1 - 142a■1 9 pees. 03& 5,1. wall ON Eleval,ir s hiet ca,te des/9� w��d pressures o w /rrdaws doors PERMIT NO. • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT" SECTION BY DATE ZONING• ELECTRICAL MECHANICAL , j PLUMBING FIRE PUBLIC WORKS TRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with ett Federal, State. County.Viilage rules and regulations. Ydiage assumes no responsibility for accuracy of(or results (rasa these plans. 2. This copy of plans mutt be evat(tbte on buftding site or no Inspection will be conducted. JOB ADDRESS 9/0 AC. � ,' rag. APPLICANT PHONE # APPUCATION 4 b I TI O'" w SHEET OF MISCELLANEOUS ZONING ' COMMENTS te ocae - ! H441 1 TJ L. ke pN� COGa_ DATE KN ) I IfT CRITIQUE SHEET INITIALS M• /1 �sr�3us� TER L/nrc N. €. 9 vE 'oi , EL.EVt'rT/osu cE (F( c476 4tvu ( iQCD . w Ao34 t6 tT o r w14'y pr--aNb M.( TeL °e,sti tiv b ger baked -re-A tiZu -y 00 Na stioto Ex (s7 /N FEM 5 t - p, ou tit 6913T 5 P40/ Cl /LJ cv,.s c °R' 00, t T y /E V4Q 0k2 c46 DE Y Viz-kg E ? IF Ivor PET (7 L - a vim *T& P12oPee Ty Stfays N it , 7 rev. - 51 -foccai a&-- N•EL !Ave-. / C;/;//6 '; / ' JOB ADDRESS CRITIQUE SHEET APPLICANT PHONE # APPUCATION SHEET OF MISCELLANEOUS DATE COMMENTS A \ ' a117,e2 Grni` /17 ;17 fl -Q - �, 9NOr ) 2 6 -Am/tic 4u/A EL1 y 23 d:. 7 3C a. / 7 .2_/0 G� G ec o- 7 ,-rca_ !/ l/ea c a G7 / o 6 _ e 05 L`6/_2GI-1 pr-e -e ci JAIL IDARDS Street • DATE: June 26, 2001 TO: Tom Knight Friday morning 6/29. )0 ,99,00 0 2 Z 3WI1 3Mtld 35dd 3000 10101 X8/X1 31015 T8T i u t-G S�,04,e4 1/1/14.9z 10050 N.E. 2nd Ave Miami Shores 33138 -2382 305- 795 -2209 FAX TRANSMITTAL FAX ( 301 446 -9080 FROM: Angie Becker FAX: (305)756 -8972 Number of Pages Including Cover 2 MESSAGE: Here is the table referred to as Appendix "A" and section of ds be filed •ut h- arch't -ct or en nee of re rd and •asted to the •laps. For your information, 1 will be leaving shortly this afternoon on 08069VP 0E6 be a - ck _n the N0I1d001 110d31 NOISSIWSNti1l * ** ?Hasa S‘eptes See `'&4qe =39tid 2101213 X1 VT:ET 9?'90 ZZ9 3WI1 ' 3QOW 11ti1S 31Id -- •-- =13WI1 Z L689SL90E:Xtid ---- 39ti11If1 S310HS IWdIW:0I 9T:ET T0, 9Z'90 3WI1 1NI1d DATE: June 26, 2001 TO: Tom Knight Friday morning 6/29. eacrei Slwzec 9/r1lu.ge 10050 N.E. 2n Ave Miami Shores 33138-2382 305- 795 -2209 FAX TRANSMITTAL FAX ( 30) 446 -9080 FROM: Angie Becker FAX: (305)756 -8972 Number of Pages Including Cover 2 MESSAGE: Here is the table referred to as Appendix "A" and section of the (-nap it pprtainc to This table needs to be filed out by the architect or engineer of record and pasted to the plans. For your information, I will be leaving shortly this afternoon on vacation for a couple of days.. I will be back in the office on i� Sl one4 ( fe HVAC DESIGN REQUIRES: DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL YES NO 4901.4(c)(Cont) When the proposed work serves an occupant content of 100 or more persons, or has a total mechanical value of $25,000 or more or when the mechanical system(s) with a per system capacity of more than 15 tons or for any structure greater than 5,000 square feet in area designed for public assembly, the plans shall be prepared by and bear the impress seal of a Professional Engineer, registered in the State of Florida. When the estimated cost exceeds $5,000 for medical gas, oxygen, steam, vacuum, toxic air filtration, or chemical fire protection systems the plans and specifications shall be prepared by and bear the impress seal of a Professional Engineer, registered in the State of Florida, who is competent in this field of expertise. All plans shall be prepared and submitted per the South Florida Building Code, Appendix "A ". The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. (d) PRECONTRACT EXAMINATION OF PLANS: Preliminary plans may be submitted by the designer to the Chief Mechanical Inspector before a contract for the proposed work is entered into by the owner. (e) EXAMINATION OF PLANS: The Chief Mechanical Inspector or Mechanical Plans Examiner shall examine all plans and applications for permits. If the application or plans do not conform to the requirement of all pertinent laws or regulations, the Chief Mechanical Inspector shall reject such application in writing, stating the reasons therefore. Plans that are rejected, as stated herein above, shall be returned for correction. Inked notations on mechanically reproduced plans may be accepted only for minor corrections. If the application, plans and specifications, upon examination, are found to comply with the requirements of the Mechanical Code, the plans shall be signed and marked as approved. (f) PERMIT FEES : Shall be in accordance with section 303 of this Code. 4901.5 INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit is issued. determine the mandatory inspection schedule based upon the complexity of the Supplement No. 3 49 -2 -2 T -26 -01 11 =06 FROM :ERICSSON OPEN A To: Angie Miami shores Village From: Tom Knight 910 NE 91' Ter. Date: June 26, 2001 Re: Mechanical Permits Angie: 1 am faxing to you a document that sets forth the appendix A -- notice the jurisdiction # 232600 in the calc. Sheet. This sheet is contained in the package that my wife, Tracy, dropped off - which is to say that 1 believe the gentleman handling the mechanical side of the permit now already has all the information that was recently requested. Of/ Our mechanical engineer can be reached at (561) 750 -7737 if there is anything else missing, or please advise me. Thank you very much. Tom Knight (305) 461 -9294 (ci ID.3054489080 Facsimile Transmission PAGE 1/2 ' -26 -01 11 FROM=ERICSSON OPEN - )RM 600A-97 Project Name_ Addresm City, State: owner. Climate Zone: 25,01 03: bp charles wane ferrell •; "6 , ek l► t• FLORIDA ENE:RCIY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1. New aoastnrdioaorexisting 2. Siege family or steel- fauttbr 3. Nwubcrafueies, ifarulti.fapuly 4. Number orBedrooma 5. Is this s acre case? G. Conditional floor area (IP) 7. Gtaasarea &pit= a pray - single pane b. armor -doable pasc C. Tint/otb r SC SFIGC - singles pane d "rmilet a SC/SHGC - double plate 8. Moor types a. Slab-Oa -Crack Edge Insulation b. WA a NIA 9. Wall typo a. Concrete, Int 1nsW, exterior b. Frame, Waal Adjnce t c. NIA d. N/A a. Nth 10. Cella types a Under Attic b. N/A c. NIA 11. Duets a Sag Una Rd: Una. AM Garages h. Supt Utter ire Ilna AH Artie Florida D41partrrtent of Community Affairs Residential Whole Building Performance Method A KnightMS 910 N.E. 91St Terrace N. Miami Shores. Fl 33138. Mr. &Mrs. Knight South DATE: Nees. - 12. Coolingsyslame Single foray a. Ccaual Unit Capes 29.6 Mu 1 SEER 1Zd0 - tspc 79.6 kUrdhr SEER: 12,40 b. Ccnind Unit 247511' c. WA 326.0 11' - 13. Bearing systems 15.0 IV _. a. T ondeStrip 0.0 fir b. Eleatic Snip R°0 Q 3050(p)1 t c. N/A 14. teat water systans _ a Electric Itc aistartec R421713.0A' 1;�I 1 0. 358A II? b. N/A 30.Q 2472-0 IP Sap. R- 6A, 175.0@ _ Sup. &4.2.175.0 @ I hereby certify that the plans and specifications covered by this caioulation are in compliance with the Floriidci Energy Cade. ` , PREPARED BY ,, /.. .4 .. /, �: DATE: 7/ Q • 1 hereby certify that this building, as designed. is in complllance with the Florida Energy Code. OWNER/AGENT: ID 30544E9080 9544272355 Builder. Permitting Office: Permit Number: Jurisdiction Num c. Gonnervation credits (HR -1dcat recovery. Saar DI IP-l)edicaied brat. pear;►) 15. HVAC credits (, CV Cnoea rcaulstioa. 1f1 -Wbolc house far. PP- ptovimm ahia 7Lennostrl, BB -Attic radant bmr»a. NIZGMaltimaoe eaarm& MZ- 11- Mu11booaa beatin) Glass/Floor Area: 0.14 Total as -built points: 33089.E PASS Total base points: 36705.00 Review of the plans and specifications covered by this caladatian indicales compliance with the Florida Energy Code. Before constrUCtiOrl is completed this building wdl be impeded for compliance with Section 553.905 Florida Statutes. BUILDING OFFICIAL: DATE: PAGE 2/2 p.1 Cap: 25 .0 IrAtulbr - 00P: 1.00 - Gag 25.0 kBtnlhr GOP: 1.00 - Cp 50.0 gallons 1]� 0.86 _ i k /PS* ✓ e4 se BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT 9 W e femiaz /owner, picked up 2 sets of plans for (address) from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. TO. Jun 26 01 02:57p Harry R 561 - 750 -7737 p.l uuI-' Y and PRIN I CENTER DATE: Fax Transmission FAX NUMBER: / y � �.� �� �� SENDER'S PI IONS. If you have any difficulties with this transmission, please contact the sender at the phone number listed above. Message / Cuiin nellt: FROM: 4e y �0,�,7 ,v ec iA)E ejx/Z- TOTAL I'RJMlllilt OFF IMAGE:. (Including Cuvei SI1cel) sd /--7 -0 - Jun 26 01 02:57p Jun 26 01 02:45p JUN -26 -01 14:05 FROH,ERICOSON OPEN rt x Tu Barn y 17" -4- w • / I • 2 .ri ? i T DATE: June 26, 2001 TO: Tom Bnight FROM: MESSAGE 3 "j 390d Harr R Charles wane Ferrell Angie Becker 9544272355 1D : iJ 7%Iz. d�cv ' - / O /Gt.( S 7illawsi 10050 N.E. 2" Ave Miami Shorts 33138 -2382 305 -795 -2209 FAX TRANSMITTAL FAX (301 446 -9080 FAX: (305)766 -6972 Number of Pages Including Cover 2 561 - 750 -7737 I1ere 16 the table referred to as Appendix "A" and section of p. 1 PAGE 1/2 ft e it �E L+ " J .eT ; r ro e _ the "MP 11 aka; n Thi R tables needs l be f.1 led out by the a ;Ch }teCt or etlgifeQr of recou) and vested to the plans. For your information, I will be leav_149 shortly this afternoon on f d,it s r wi 11 be acl S n, jh>' QF f i ae pn Friday morning 6/29. ltd it S S V ZL689SLSOE:Xdd 39tfT11AS32i01iS It i)U:Q1 VZ:E1 Y0 93/90 ?Moll 311d p.2 Jun 26 01 02:57p Jun 26 01 02:45p - charles wane Ferrell H544272355 JUN - 26 - 01 14.05 PROM OPEN Z 2 35tld Harr R3bolt 10.305446908 persons, 4901.440(Cont total mechanical value of 525,000 or more 01 when the meCltanica1 sy ,� content of 100 or more ot>9. or 11as a When the proposed wort: serves an uccup:r stetn with a per capacity of more than 15 tons or for any strucwre greater than 5,000 square feet system e�p shall be prepared by and bear the in area designed for public assembly, the plans Impress seal of a Professional Engineer, registered in the State of Florida vacuum. When the estimated cast exceeds 55,000 for medical gas, oxygen, toxic air filtration, or chemical fire protection systems the plans and specifications shall press seal of a Professional Engineer, registered in the Oeprepatt:dbyandbearthe• un State of Florida, who is competent in this field of expertise. All plans shall be prepared and submitted pet the South Florida Building Code, Appendix 'A" The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. UIRFS: NO 5.013e4ewrii wo. 3 X42 561 - 750 -7737 P• PAGE 2/2 I HVAC DESIGN ' a DUCT SMOKE DETECTOR 1_ SMOKE DAMPER S FIRE RAT D ENCLOSURE FIRE RATED ED ROOF FLOOR EILi FIRE STOPPING SMOKE CONTROL Preliminary s pRECO.N'TRACT EXAMINATION OF PLANS: o before a contract (t s) the d esigner to the Chief Mechanical Inspem �„y be submitted by for the proposed work owner. work is entered into by or or P LANS: T Chief Mechanical Inspect (e) EXAMINATION F e all plans and for permits. If the requirement of n pectic saws or Mechanical Plans Examiner not co forme d a application i awe r application or plans do not conform ector h reject wet pP regulations. the Chichi More. ? Ithat rejected. as stated herein above, ha shall be the reasons ahaefaro. Plans that arc tt� call retu on Inecltatti Y reproduced plans 1 Y b tempted ed for o m Inked corrections. • fl• � application, plans and specifications. 1 , the examination, for minor o comply the requirements of the Mechanic examination, arc fout irl d o ts,ark�ed l a approved. plans shall be signed (f) PER11IT FEES : Shall be in accordance with section 303 of this Code. 490t.:" INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time permit complexity the p enlist 15 issued_ determine the mandatory inspection schedule based upon the comp ZL68951.,S0£tXb ""`3)/111A - I UIW :Q1 VT :£T 10, 97/90 ZZS' °N 31I P. 3 REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS ADDITION TO KNIGHT RESIDENCE MIAMI SHORES, FLORIDA AUGUST 2000 Prepared for: MR. TOM KNIGHT MIAMI SHORES, FLORIDA WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 FORM 600A -97 Project Name: Address: City, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A KnightMS 910 N.E. 91St Terrace N. Miami Shores, Fl 33138 - Mr. &Mrs. Knight South 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 arca (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types New Single family 1 4 No 2475 11 326.0 ill 15.011 0.0 ft 0.011 a. Slab -On -Grade Edge Insulation R =0.0, 305.0(p)11 b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =4.2, 1713.0 11 _ b. Frame, Wood, Adjacent R =11.0, 358.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2475.0 11 _ b. N/A c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 175.0 ft _ b. Sup: Unc. Ret: Unc. AR Attic Sup. R =4.2, 175.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. bleating systems a. Electric Strip b. Electric Strip c. N/A 14. I lot water systems a. Electric Resistance b. N/A Builder: Permitting Office: Permit Number: Jurisdiction Number: a 3 - 6 00 c. Conservation credits (HR -Heat recovery, Solar DIIP- Dedicated hcat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 29.6 kBtu/hr SEER: 12.40 _ Cap: 29.6 kBtu/hr _ SEER: 12.40 Cap: 25.0 kBtu/hr COP: 1.00 Cap: 25.0 kBtu/hr COP: 1.00 Cap: 50.0 gallons El': 0.86 Glass /Floor Area: 0.14 Total as -built points: 33089.00 Total base points: 36705.00 PASS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: c.......n ......,R n . .:.... cl nn 1A 0 1/1n\ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM 600A -97 FLORIDA 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: KnightMS 910 N.E. 91St Terrace N. Miami Shores, Fl 33138 - Mr. &Mrs. Knight South Builder: Permitting Office: Permit Number: Jurisdiction Number: 2- .3 - g ©l3 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 Ilrxrr area (11 7. Glass arca & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/S1 -IGC - double pane 8. Floor types New Single family 1 4 No 2475 11 326.0 11 _ 15.011 0.011 0.011 a. Slab -On -Grade Edge Insulation R =0.0, 305.0(p) II b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =4.2, 1713.0 11 _ b. Frame, Wood, Adjacent R =11.0, 358.011 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2475.0 11 _ b. N/A c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 175.0 ft b. Sup: Unc. Ret: Unc. AH: Attic Sup. R =4.2, 175.0 11 12. Cooling systems a. Central Unit b. Central Unit e. N/A 13. !leafing systems a. Electric Strip b. Electric Strip c. N/A 14. l lot 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, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 29.6 kBtu/hr _ SEER: 12.40 _ Cap: 29.6 kBtu/hr _ SEER: 12.40 Cap: 25.0 klltu /hr _ COP: 1.00 Cap: 25.0 kBtu/hr COP: 1.00 Cap: 50.0 gallons El': 0.86 Glass /Floor Area: 0.14 Total as -built points: 33089.00 Total base points: 36705.00 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: c... ...n......� n i . ,,:.... C1 1"1"k1 A nnnx Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: C ATE: w r _Prepared by: BARBARA NORTH BURTON 11955 West Dixie Highway Miami, Florida 33161 Grantees Social Security No. Folio No. 11- 3206 - 000 -0020 Signed sealed and delivered in Our p ;s - ce: BARBA NORTH BURTON' MARCIA L. KILGORE STATE OF FLORIDA COUNTY OF DADE BARBARA NOI!TH- �R?i�4 DUF.TON // VP:, :, t - • 0,1:1 -1CL ;L NOTARY ARY SEAL MiN1ISS!arl rro. cC314152 NY COMMISSION EXP. OCT 28.1997 TRUSlEt, ' S WARRANTY DEED THIS INDENTURE, made this /S day of 'December, 1995, between LILLIAN EMMA MEYER, as Trusstee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, grantor, and THOMAS NFRPIN KNIGHT 1 AND TRACY ELIZABETH KNIGHT, Husband and Wife, whose post office address is 910 NE 91 Terrace, Miami Shores, Florida 33138, grantee, WITNESSETH, That said grantor, for and in consideration of the sum of TEN DOLLARS and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Dade County, Florida, to wit: The West 94.00 feet of the West 169 feet of the South 165 feet of the South One -Half (S 1/2) of the Southeast One - Quarter (SE 1/4) of the Northeast One - Quarter (NE 1/4) of the Southeast (SE 1/4) of Section 6, Township 53 South, Range 42 lost, lying and being in Dade County, Florida; LESS and EXCEPT the North Ten feet thereof presently in use as a portion of the Right- of-Way for 91st Terrace. SUBJECT TO: Conditions, restrictions, reservations, limitations and easements of record, if any, but any such interests that may have been terminated are not hereby reimposed; and subject to applicable zoning ordinances and taxes and assessments for the year 1995, and subsequent years. And said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. LILLIAN (Seal) EMMA MEYER Trustee Under Declaration of Trust dated 12/2/92 8433 SE Double Tree Drive Hobe Sound, Florida 33455 BEFORE ME, the undersigned authority, this day personally appeared LILLIAN II7FTINA MEYER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, who executed and acknowledged before me, that the foregoing instrument was executed freely and voluntarily for the purposes therein expressed, and who is personally known to me. WITNESS my hand and official seal this /5 day of December, 1995. Li -thkAa NOTAR PUBLIC My Commission Expires: B I L L O F SALE KNOW ALL MEN BY THESE PRESENTS, that LILLIAN EDWINA MEYER, assts, lrrler Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, party of the first part, for and in consideration of the sum of TEN DOLLARS, lawful money of the United States, to party of the first part paid by THOMAS MARTIN KNIGHT AND TRACY ELIZABETH TH KNI( , Husband and Wife, party of the second part, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer and deliver unto the said party of the second part, the following goods and chattels: Range, refrigerator, washer /dryer, ventral air coalitioner and gas heater, all contained in the premises located at 910 NE 91 Terrace, Miami Shores, Florida. TO HAVE AND TO HOLD the same unto the said party of the second part forever. And party of the first part does covenant to and with the said party of the second part that party of the first part is the lawful owner of the said goods and chattels; that they are free from all encumbrances; that party of the first part has good right to sell the same as aforesaid, and that party of the first part will warrant and defend the sale of the said property, goods and chattels hereby made, unto the said party of the second part, against the lawful claims and demands of all persons whomsoever. IN WITNESS WHEREOF, the hand and seal of the party of the first part has been set this _L5:_ 5 day of December, 1995. STATE OF FLORIDA COUNTY OF DADE -e,vrt -.eon LILLIAN EC INA MEYER Trustee Under Trust dated 12/2/92 BEFORE ME, the undersigned authority, this day personally appeared LILLIAN EI] IN 1 ME'YER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, who executed and acknowledged before me that the foregoing instrument was executed freely and voluntarily for the purposes therein expressed, and who is personally known to me. WITNESS my hand and official seal this /5 day of December, 1995. 4je4„0 % OTARY ' C My Commission Expires: OFFICIAL NOTARY SEAL COMMISSION NO. CC314152 MY COMM 1SS1 ON EX?. OCT. 25.1997 STATE OF FLORIDA COUNTY OF DADE GAP AFFIDAVIT BEFORE ME, the undersigned authority personally appeared LILLIAN EDWINA ME'YER, as Trustee under Lillian: Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, who being by me first duly sworn, on oath, depose and say as follows: 1. That your Affiant, as Trustee, is the seller of the following described property: The West 94.00 feet of the West 169 feet of the South 165 feet of the South One Half (S 1/2) of the Southeast One - Quarter (SE 1/4) of the Northeast (NE 1/4) of the Southeast (SE 1/4) of Section 6, Zbwnship 53 South, Range 42 East, lying and being in Dade County, Florida; LESS and EXCEPT the North Ten feet thereof presently in use as a portion of the Riot -of -Way for 91st Terrace. 2. That there are no pending matters that could give rise to a lien that would attach to the property between the disbursing of the funds and the recording of the instruments in connection with the sale of the above property and that Affiant has not and will not execute any instruments that would adversely affect the title or interest in said property. 3. That this Affidavit is executed to induce THOMAS MARTIN KNIGHT AND TRACY ELIZABETH KNIGHT, Husband and Wife, to disburse the proceeds as of the date of closing. FURTHER AFFIANT SAYETH NOT. LILLIAN EDWIN MEYER As Trustee Under Trust Dated 12/2/92 Sworn to and subscribed before me this /s day of December, 1995, by LILLIAN EDWINA MEYER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, who did take an oath and who is personally known to me. My Commission Expires: BURTON BARBARA NORTH- • ,Q ,: Fi, OFFICIAL NOTARY SEAL COMM SZION NO. CC314:52 MY COA.?MZOO,N P. O: r. 25,1997 STATE OF FLORIDA COUNTY OF DADE 3. Affiant's home address is: 8433 SE Double Tree Drive Hobe Sound, Florida 33455 NON-FOREIGN AFFIDNVIT BEFORE ME, the undersigned authority, this day personally appeared LILLIAN MUMMER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992 who after being duly sworn on oath, deposes and says: 1. That Affiant, as Trustee, is the Seller of the following described real property: The West 94.00 feet of the West 169 feet of the South 165 feet of the South One -Half (S 1/2) of the Southeast One- Quarter (SE 1/4) of the Northeast (NE 1/4) of the Southeast (SE 1/4) of Section 6, T wnship 53 South, Range 42 East, lying and being in Dade County, Florida; TFSS and EXCEPT the North Ten feet thereof presently in use as a portion of the Right -of -Way for 91st Terrace. 2. That the Tax I.D. Number or Social Security Number for the Settlor is: 267 -58 -0394 4. That Affiant hereby certifies that Settlor is not a foreign person as defined in Sec. 1.455(f) (3) of the Internal Revenue Code, in that Settlor is a United States taxpayer. 5. I understand thz,t this certification may be disclosed to the Internal Revenue Service by the transferee and that any false statements I have made here could be punished by fins, imprisonment, or both. Under penalties 01 perjury I declare that I have examined this certification and to tI;.:: :first of my knowledge and belief it is true, correct and complete. Dated: 94 LILLIAN EMINA MEYER Ttustse Under TtuLst dated 12/2/92 Sworn to and subscribed before me this /5 day of December, 1995, by LILLIAN EDWINA MEYER, .as Trustee under Lillian Edwina Meyer Revocable Living Thvst dated the 2nd day of December, 1992, who did take an oath, and who is personally known to me. NOTARY PUBLIC My Commission Expires: OFFICIAL No COM M2S r, MY Co\1MUy • STATE OF FLORIDA COUNTY OF DADE AFFmAVIT BEFORE ME, the undersigned authority, personally appeared LILLIAN EDNIINA MEYER, who after first being duly sworn by me, deposes as follows: 1. Affiant, as Trustee, is the owner of the following described real property: The West 94.00 feet of the West 169 feet of the South 165 feet of the South elf (S 1/2) of the Southeast One-Quarter (SE 1/4) of the Northeast (NE 1/4) of the Southeast (SE 1/4) of Section 6, dip 53 South, Range 42 East, lying and being in Dade County, Florida; T]S and EXCEPT the North Ten feet thereof presently in use as a portion of the Riot- of-Way for 91st Terrace. 2. Affiant states that the Declaration of Trust dated the 2nd day of December, 1992, is in full force and effect; the powers granted to the Trustee have not been revoked; the Trust has not been amended; Affiant is the sole Trustee; and under the terms of the Trust Affiant has the power and authority to sell and convey the above described property. 3. On the date of the execution of the Trust, Affiant was a single woman, and she has remained a single woman to the date hereof. FURTHER AFFIANT SAYEIH NOT. Sworn to and subscribed before me this /S day of December, 1995, by LILLIAN EDWINA MEYER, As Trustee under Lillian Edwina Meyer Revocable Living Trust dated December 2, 1992, who did take an oath, and who is personally ]mown tome. LILLIAN EDWINA MEYER, As Under Declaration of Trust Dated December 2, 1992 NOTARY PUBLIC My Commission Expires: OFFICIAL NOTARY SEAL COMMISSION NO. CC314152 MY COsMMLSS ON EXP. OCT. 28 1 997 STATE OF FLORIDA COUNTY OF DADE SETTER'S AFFIEAVIT BEFORE ME, the undersigned authority, personally appeared TTTLTAN EDWI A MEYER, as Trustee under Lillian marina Meyer Revocable Living Tryst dated the 2nd day of December, 1992, who being by me first duly sworn, . on oath, deposes and says: 1. THAT Affiant, as Trustee, is the seller of the following described real property, to -wit: The West 94.00 feet of the West 169 feet of the Smith 165 feet of the Scxith One -Half (S 1/2) of the Southeast (SE 1/4) of the Northeast One- Quarter (NE 1/4) of the Southeast (SE 1/4) of Section 6, Township 53 South, Range 42 East, lying and being in Dade County, Florida; LESS and EXCEPT the North Ten feet thereof presently in use as a portion of the Right- of-Way for 91st Terrace. 2. THAT Affiant's possession has been peaceful and undisturbed; and that Affiant's title to the aforedescribed property has never been disputed, questioned or rejected. 3. THAT the aforedescribed property is free and clear of all liens, taxes, encumbranrps and claims of every kind, nature and description whatsoever, except for the mortgage(s), if any, described in the Deed given between the Affiant and the Purchaser(s) named herein, and except for real estate and personal property taxes for the current year. 4. THAT there are no mechanics', materialmens', or laborers' liens against said property; THAT there are no unpaid bills or claims outstanding for labor or material incident to the construction, repair, renovation, or improvement of the buildings and improvements located upon said property, including such materials furnished or labor performed within the past ninety days hereof. 5. THAT the personal property contained in the buildings on said property or on the said premises, and which, if any, is being sold to the Purchasers) named herein, is also free and clear of all liens, encumbrances, claims and demands whatsoever. 6. THAT Affiant knows of no violations of municipal ordinances pertaining to the above described property. 7. THAT no judgment ;t or decree or Federal Tax Lien has been entered in any Court of this State or the United States against said Affiant and which remains unsatisfied; THAT no proceedings in bankruptcy have ever been instituted by or against Affiant in any Court, or before any officer of any state. 8. THAT all charges for public /private utilities servicing the subject property have been paid, except those accruing for the current month and which are assumed by Affiant until such time as possession of the subject property has been delivered to the Purchasers) named herein. 9. THAT the Declaration of Trust dated 12/2/92 has not been amended or revoked, nor has there been a Successor Trustee appointed. 10. THAT Affiant agrees that in the event the current real estate and personal property taxes vary from the figures used in making proration in connection with closing had this day, a proper adjustment and new proration will be made upon demand; that this Affidavit is being made for the purpose of i n d u c i n g T H O M A S MARTIN MIGHT AND TRACY ELIZABETH KNIGHT, Husband and Wife, to purchase the above described property from Affiant. EMMA MEYER Trustee Under Trust Dated 12/2/92 Sworn to and subscribed before me this / 5 day of December, 1995, by MIL IAN EDWINA MEYER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, who did take an oath and who is persorially tome, L' i il. . ^•f NOTARY PUBLIC My Commission Expires: ■ KNOW ALL MEN BY THESE PRESENTS that LILLIAN EDWINA MEYER, as Trustee under Lillian Edwina Meyer Revocable Living Trust dated the 2nd day of December, 1992, has made, constituted and appointed, and by these presents does make, constitute and appoint BARBARA NORM BURTON, her true and lawful attorney for her and in her name, place and stead to sign the Settlement Statement and any and all documents necessary for the 'closing on the property legally described as follows: The West 94.00 feet of the West 169 feet of the South 165 feet of the South One-Half (S 1/2) of the Southeast (SE 1/4) of the Northeast r (NE 1/4) of the Southeast (SE 1/4) of Section 6, Township 53 South, Range 42 East, lying and being in Dade County, Florida; LESS and EXCEPT the North Ten feet thereof presently in use as a portion of the Riot -of -May for 91st Terrace. and to make the proceeds of the sale in the form of a Cashier's Check payable to Burton & Lee Trust Accourt, giving and granting unto my said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes, as I might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that my said attorney or his substitute shall lawfully do or cause to be done by virtue hereof. T� IN WITNESS WHEREOF, I have hereunto set my hand and seal the 15 day of , 1995. Sealed and delivered in the presence of: STATE OF FLORIDA COUNTY OF DADE POWER OF ATTORNEY BEFORE ME, the undersigned authority, this day personally appeared LILLIAN EC INA MEYER, as Trustee under Lillian Edwina Meyer Revocable Living Test dated the 2nd day of December, 1992, who executed and acknowledged before me that the foregoing instrument was executed freely and voluntarily for the purposes therein expressed, and who is personally known to me. WITNESS my hand and official seal this l day of 1995. g_ NOTARY PUBLIC My C un ission Expires: Mr. Tom Knight Order No. 1342 Page 4 Test borings were staked in the field by .WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained by WLI for a period of 30 days only unless specifically requested otherwise by the client. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. Furthermore, the graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. enc: Appendix A: Test Boring Logs Appendix B: Test Location Map & Sketch P- 80/Time Charges: Engineering: LS Lab No. 255 - Test Borings Respectfully submitted, WINGERTER LABORATORIES, INC. Florida Registration No. 50771 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. 0 5 10 15 25 Page A- 1 20 — PaN!• 7w�A• �7�IA�f ns�ec � :osm Ya :mac madame rriY• MMrrM aorrww an =Om MoaaE Ovii= Moarl IMOMrIM WIROPMV OrwwM OMUMM ro =wac Orr Yri OMMMOIS wr ro w cornrow annum annum count mannm IYrmmY WWI"' mw�w• mmqmom aamoc :osm rO =Y= OrrYO YriY• MMO M MULTIPLE BORING PROFILE(SUMMARY) Additions to Knight Residence 6 21 14 17 20 15 18 B -2 os =co MtOOi rYrY& MYYrr MMOMM BUIDOMPOR MUM! ZOSOZ Iscov: PillAMMM rrOwO 9WwlMw wlrYrP nerIFVEM UMW MOM= WUMMA +rYrr wlrrww ■ mourn rww crop= =ono= ■:•oa YHi�iY I M• I, rr-ww . wwr� wRW!! [!MEMO OMMEMO guns rYrMr • 1 1 I • I 35 14 18 22 15 — 0 10 15 20 25 • • • WINGERTER LABORATORIZS Professional Engineering & Testing TEST BORING LOG CLIENT: Mr. Tom Knight PROJECT: Additions to Knight Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 10.0' BORING NO.: B -1 ELEVATION: - DATE STARTED: 8 -2 -00 DATE COMPLETED: 8 -2 -00 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — r•r•i 1 — 2 --- 3 —_ 4 — 5 — 6 — 7 — 8 9 — 10 11 — 12 — 13 — 14 — 15 16 17 18 — 19 — 20 21 22 23 — 24 — 25 — 26 27 — 28 — 29 30 31 32 — 33 — MEEErmum [0010111 n !a oY .1/J./EMI. •nl wlnlMl ioa•osl MELVMMY IMEEMMEI PEWEE1/1 moaom yunuoun Ia1uu.Mu •MaMENMI •nlMEnl MI pn..Cnll miwureenu [001001 [1Oa16vl MEIIMIIEEM EMINEMMI MEEEMIR [00 :001 yunaun eca MEEPOINIMPI 2 4 5 14 — 12 9 14 12 7 7 7 10 9 8 8 10 10 10 12 9 8 7 8 10 8 10 10 This information pertains to SOIL DESCRIPTION Dark gray silica SAND with trace roots Light brown silica SAND with trace fragmented limestone Tan LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 SAMPLING INTERVAL 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0-12.0 13.0 -15.0 N 6 21 14 17 20 15 18 N -value CURVE 10 30 50 70 90 • • this boring location and may not be completely indicative to the entire site. t 05 944-3401 1-800 -3 • North 5 SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -2 • • • WINGERTER LADORATORILS Professional Engineering & Testing TEST BORING LOG CLIENT: Mr. Tom Knight PROJECT: Additions to Knight Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 10.0' BORING NO.: B -2 ELEVATION: - DATE STARTED: 8 -2 -00 DATE COMPLETED: 8 -2 -00 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — 1 — 2 — 3 — 4 — 5 6 — 7 v�OD a<O 8 — 9 — 10 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — 20 21 — 22 23 — 24 — 25 26 27 28 33 29 — 30 31 — 32 — 2 t 1 1 1 10 20 15 12 10 8 6 6 10 9 9 10 8 10 12 12 10 8 7 9 This information pertains to SOIL DESCRIPTION Dark gray silica SAND with trace roots Light brown silica SAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 SAMPLING INTERVAL 0.0 -0.5 0.5 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0-12.0 13.0 -15.0 N 2 2 35 14 18 22 15 • N -value CURVE 10 30 50 70 90 1 this boring location and may not be completely indicative to the entire site. • 144th Street, Miami, FL 33181 (305) 944 -3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. Page A -3 • • Symbol Description Soil symbols 7 •/ •• /. / is is :/ is s Soil Samplers Sand with some to trace organics Sand with some to trace limestone Limestone with some to trace sand Sand Misc. Symbols Water table at boring completion Standard penetration test LEGEND • (3051 944-3401 11-800- 345- SOIL FL 33181 WINGERTER LABORATORIES, INC. Page A -4 APPENDIX B TEST BORING LOCATION MAP & SKETCH PELICAN HARBOR' PARK & MARINA J.F. ,'KENNED VILLAGE L.... Drawer!. North Miami. Florida 33261-1529 Mr. Tom Knight Additions to Knight Residence 910 N.E. 91 Terrace, Miami Shores, FL Page: B -1 • TEST BORING LOCATION TEST BORING LOCATION SKETCH PREPARED BY: Rp NU a WINGERTER LABORATORIES INC. Drawcr L. North Miami. Florida 33261-1529 Mr. Tom Knight Additions to Knight Residence 910 N.E. 91" Terrace, Miami Shores, FL Page: B-2 MIAMI SHORES VILLAGE, FLORIDA BUILDING ( DATE / "/ ` 1 " 95 ELECTRICAL ❑ PERMIT N? 13867 Contractor's PLUMBING ❑ License No ROOFING rs , Work to be performed under this Permit Owner of Building { Architect Contractor or Builder Legal Lot II Bl. Description Address of _1 ; Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. "'~ i - - +...r i ' .`^^ - .»•.Y • r .:.: � •• Signed • , IN In consideration of the issuance to me of this permit I agree to p!t orm the work covered hereunder in compliance with all ordinances and regulations pertaining there and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting th' �t 1 assume responsibility for all work done by either, myself, my agent, servant or employee. C'TO OR BULL ER BY AUTHORITY Subdi- vision Value of e ,?" 44/ II Project $ 04. te, w - , Amt. of Permit $ ,' iaUILDING ELECTRICAL PLUMBING Owner of Building / Architect Contractor 61 or Builder PERMIT N? 5142 Contractor's j License No this Permit '% Work to be per,£7med under f) ."414 g i r` rs D.e a1 0 nn (� B1. v . . Descriptio � i V 6 4 i t i e S' 0 1 •' �'+, 4 1 Address of S _ �fi'1. Building • CONTRAC'yvI OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE J 76-0 A m t . t y — Permit Signe CTOR BY Ot- This p it is granted to the con actor or builder named above to construct the build' g or to install the equipment o .evice ..scribed in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the unders : nding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the p1. •. are hang without authorization. A further condition upon which this permit is granted is the undersillding that the contractor or builder named abo assumes the respoa 'bility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the .la • .c.i�► ,t gs a tements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. By In co • ideration of the is +nce me of this permit I agree to perform tilt wor overed hereunder in compliance w l} X11 ordinances a4d,re lations pertaining reto a in stric c. f� wi . . .. , drawings, statements or spe ifications submitted to the proper au illties of Mia ni Shb s illage. In accep t rmit I ass �.•_.,. ib .. �/�. a wor ' done by either myself, my agent, servant or employee. 194 AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N? 5142 Work to be performed under this Permit )1C ' Architect Contractor -t or Builder • • .., :f r . t A,, x x t-- ,..,,..,.+ Legal Lot Bl. , /f - �• 1 • 1 Subdi ,� (I J " Description . t.4 / �• , x .. , ` a visio t- 4 r f ' ( r • Address of „,,. v ••• V o f r ,- Amt. of •- - '�,,, r ( , - Building + ' � ,. I' Pr t / , '• � Permit ! , This per 't is granted to the contractor or b ' der named above to construct the buildi or to install th equipment or d scribed in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the underst ding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to•and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above,assumesthe resppnsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the ply ret a c-si temgnts or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. BY • Contractor's , . ; License No / ! � • k//Ye r' 4:1C.4 ,�•�� 00.5; tglheFoglA Signed- 1 ' ' By ��,„ . INS CTOR In consideration of the isspei ce t • me of this permit I agree to perform thework covered hereunder in compliance with all ordinances and regu pertaining thereto and in strict confo� with th • : • awings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assure de b' a 1 wor • • ne by either myself, my agent, servant or employee. 1 AUTHORITY 104.2 SOUTH FLORIDA B UiLDINC COD (REVI D 19941 (c) Group I Occupancies shall comply with the following: (1) When additions, or alterations increasing floor area, are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building, the addition shall be made to comply with all the requirements of this Code and the existing building shall comply with the following: (aa) Impact resistance devices in accordance with Section 3515 and having a valid Dade County product control approval shall be installed at . all openings to . provide protection.against storms. (bb) Comers of buildings of masonry construction shall be cbbetked- =If tiip downs are not found in corners, testing shall' be performed. to Jacatee.tie s.,.itu.all::walls: . Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each side not less than 2 feet on each side of each corner. (1) Tie down refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a vertical #5 reinforcing bar properly attached to the foundation and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. (2) Alternate methods of providing anchorage of equivalent strength to that described in (1) may be used where design calculations which admit rational analysis are submitted by a registered Engineer or Architect proficient in structural design. (cc) Roof anchorage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and the anchorage is not in compliance with the minimum requirements of the Code, the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided to each member bearing on the exterior walls. ends. (ee) All bedrooms and living areas shall be made to comply with Section 3111.2(b) "Second Means of Escape" of this Code. Code. this Code. Supplement No. 3 (dd) Permanent roof bracing shall be provided at all gable (II) G.F.C.I. outlets shall be installed where required by this (gg) Smoke detectors shall be installed where required by (2) (aa) The design professional shall conduct a site visit to - t .. 104.2(c)(2)(aa)(Cont.) ascertain the necessary work to be performed to comply with the requirements of this Section. (bb) The Design Professional shall provide an inspection report and indicate on the drawings all remedial actions to be performed on the building submittal as a part of the permit plans. • g to 25 p lding may be the requirements the requirements of airs and alterations amounting to more than the existing building are made during. any 12 month be made to conform to all the requirements for a new buildin demolished. 104.3 REPAIRS AND ALTERATIONS: a) Repairs and alterations not increasing the area of the building, rr3ade wi month eriod, shall meet the requirements of this subsection. repairs and alterations, the cost of which does n ue of the existing building or structure, s buildings or structures except that minor with the pproval of the Building Official, be c o the same ee of fire - resistivity as the original 12 (b) S the replacement requirements for ne alterations. may, wi materials and with th (c) Non - structural repair and alterations, the cost : which does not exceed 25 percent of the replacement value o e existing buildin: •r structure and which does not affect egress or fire - resistivity, may co .ly with the quirements of the building code in effect at the time of original construction, xcept t repairs and alterations to plumbing, mechanical and electrical systems shall compl • the Code in effect at the time the permit for such work is issued. (d) Repairs and alterations amo the replacement value of the existing existing building comply with all • repairs and alterations comply height and occupancy. (e) Where r replacement value or structure sh . or be entire Or•. : . - ' which amended this section after Hurricane Andrew has expired as of May 18, 1995 and has been deleted. Supplemen: \O. 3 SOUTH FLORIDA BUILDING CODE (REVISED 19941 cent but not exceeding 50 percent of pe ormed without making the entire for new building, provided such this Co • • for a building of like area, of exceed 5 percent of hall co ply with the s al repairs and tructed of the same ilding or structure. 0 percent of the .d, the building : •r structure c