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530 NE 96 St (3)f 4L1 irtUNG WNW W NaTC wtNnoki 4121 7 VPLW (*V, p11- e BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date state Division (In Miami Dade County) and/or the AHJ (in areas have this product or material tested for quality assurance pu the accepted manner, the manufacturer will incur the expe revoke, modify, or suspend the use of such product or mated to revoke this acceptance, if it is determined by Miami -Dade material fails to meet the requirements of the applicable build This product is approved as described herein, and has been de Zone of the Florida Building Code. DESCRIPTION: Series "SH 4000" Aluminum Single Hu APPROVAL DOCUMENT: Drawing No. 2736, titled "AIL through 8 of 8, prepared, signed and sealed by Robert L.Clari County Product Control Revision Stamp with the Notice of A Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with thi following statement: "Miami -Dade County Product Control A RENEWAL of this NOA shall be considered after a renewal change in the applicable building code negatively affecting th TERMINATION of this NOA will occur after the expiratia materials, use, and/or manufacture of the product or process. product, for sales, advertising or any other purposes shall aut with any section of this NOA shall be cause for termination a ADVERTISEMENT: The NOA number preceded by the 1 the expiration date may be displayed in advertising literature be done in its entirety. INSPECTION: A copy of this entire NOA shall be provides and shall be available for inspection at the job site at the rcqu This NOA revises NOA # 01 0516.10 and, consists of this IN The submitted documentation was reviewed by Theodore IN Type Insp'n Permit No. Name MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date O _ 03103w-ID: a ' / B17oil —olo Address 44 V 1. Company 5 B r e C- LJ S Phone # rip r Inspection Date I Approved Correction Re- Insp'n Fee ❑ 1 (l MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin.: Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee ”d ,i 6 ‘% t MIAMI SHORES VILLAGE U(�1 BUILDING DEPARTMENT 1 1/4.j c ? 305- 795 -2204 Buildi g Inspection Request Date Type Insp Permit No. Name Address Company Phone # Inspection Date Approve Correction Re- Insp'n Fee s � FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mike Meyers Address: 530 NE 96th St. City, State: Miami Shores, FL Owner: Mike Meyers Climate Zone: South 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 (ft 3048 7. Glass area & type , Single Pane Do ne - a. Clear glass, default U- factor 501. 11 0.0 ft - b. Default tint 9'.0 ft 0.0 ft - c. Labeled U or SHGC �00 ft 0.0 ft 8. Floor types - a. Slab -On -Grade Edge Insulation R 0.0, 196.0(p)11 - b. Raised Concrete c. N/A 9. Wall types - a. Frame, Wood, Adjacent R =3.0, 123.0 ft - b. Concrete, Int Insul, Adjacent R =3.0, 192.5 ft - c. Concrete, Int Insul, Exterior R =3.0, 3216.8 ft - d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 1715.0 ft - b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 27.0 ft - b. Sup: (Inc. Ret: Unc. AH: Interior Sup. R=6.0, 30.0 ft ft Glass/Floor Area: 0.16 Total as -built points: 45612 Total base points: 46449 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 1 hereby certify that this building, as designed, is in compliance with the Florida ergy J • •e. OWNER/AGENT: DATE: 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 Fnprnv(armptki) Nprcinn• FI RC:PR v t 3n1 Builder: Permitting Office: Permit Number: Jurisdiction Number: c. Conservation c (HR -Heat recove DHP- Dedicated 15. HVAC credits (CF- Ceiling HF -Whole ho PT -Pro MZ- C- Multizone cooling, MZ H- Multizone heating) 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. Cap: 29.6 kBtu/hr - SEER: 13.00 Cap: 34.2 kBtu/hr - SEER 13.00 Cap: 17.1 kBtu/hr - COP: 1.00 Cap: 17.1 kBtu/hr _ COP: 1.00 Cap: 66.0 gallons - EF: 0.90 MZ- BUILDING OFFICIAL: DATE: FORM 600A -2001 I ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Code Compliance Checklist Residential Whole Building Performance Method A - Details Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi-story Houses Additional Infiltration reqts SECTION 606.1.ABC.1.1 606.1.ABC.12.1 606.1.ABC.1.2.2 606.1.ABC.1.2.3 606.1 ABC.1.2.4 606.1.ABC.12.5 606.1.ABC.1.3 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) Fnemvflattner r1C.A Fnrm ROnA -9nn1 REQUIREMENTS FOR EACH PRACTICE Fnprnv(;anna @/FIaRFS'9001 Fl RC.PR v3 An Maximum:.3 cfm /sq.ft window area; .5 cfmisq.ft door area. 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. 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. 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. 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. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK v, COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 REQUIREMENTS 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. 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%. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 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. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 1 CHECK 1 V N. 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 2369.00 AS -BUILT 66.0 0.90 As -Built Total: 4 1.00 2316.36 1.00 9265.4 9265.4 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 35254 1719 9476 46449 27252 9095 9265 45612 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 2369.00 9476.0 66.0 0.90 As -Built Total: 4 1.00 2316.36 1.00 9265.4 9265.4 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 530 NE 96th St, Miami Shores, FL, PERMIT #: PASS 1 FnprnvnannpTm nCA Fnrm ROAA -90(YI Fnarnvf,auns /FIaRFR,0111 Fl Rr.PR v3 30 BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1715.0 Base Total: 1715.0 0.10 171.5 171.5 Under Attic 19.0 As -Built Total: 1715.0 0.14 X 1.00 1715.0 240.1 240.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 196.0(p) Raised 1312.0 Base Total: -2.1 -0.28 411.6 -367.4 -779.0 Slab -On -Grade Edge Insulation 0.0 Raised Concrete 0.0 As -Built Total: 196.0(p 1312.0 1508.0 -2.10 1.00 -411.6 1312.0 900.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 3048.0 -0.06 -182.9 3048.0 -0.06 -182.9 Winter Base Points: 2740.7 Winter As -Built Points: 7998.5 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 2740.7 0.6274 1719.5 7998.5 0.500 (1.099 x 1.137 x 0.91) 7998.5 0.500 (1.099 x 1.137 x 0.91) 7998.5 1.00 1.137 1.000 1.000 1.000 1.000 1.000 1.000 4547.6 4547.6 9095.1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: Fnarnvf;alMA nr.A Fnrm RnnA -90(11 Fnprm, itnt /FIaRFR'9(101 Fl RRPR v:1111 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: Fnelnvr+al nr.A Fnrm RnnA -9nn1 FnPrnvr;alina6r7/FIaRFS'9nn1 Fl RC.PR v 3n BASE ' AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Pointt .18 3048.0 2.36 1294.8 Single, Clear N 2.0 11.0 33.0 6.03 1.00 198.1 Single, Clear N 2.0 14.9 53.8 6.03 1.00 323.8 Single, Clear N 8.7 6.9 8.7 6.03 0.96 50.6 Single, Clear W 2.0 14.9 53.8 5.49 1.00 295.1 Single, Clear W 2.0 5.7 18.4 5.49 1.00 101.1 Single, Clear W 2.0 17.1 18.4 5.49 1.00 100.9 Single, Clear W 2.0 5.7 9.4 5.49 1.00 51.5 Single, Clear W 2.0 15.2 9.6 5.49 1.00 52.6 Single, Clear W 2.0 5.7 9.4 5.49 1.00 51.5 Single, Clear W 2.0 3.8 4.8 5.49 1.01 26.6 Single, Clear W 7.8 11.0 21.4 5.49 1.02 119.4 Single, Clear S 2.0 7.7 51.1 4.49 1.02 234.7 Single, Clear SW 5.4 6.4 12.0 5.06 1.10 66.5 Single, Clear S 9.4 6.4 16.0 4.49 1.40 100.8 Single, Clear SE 10.8 6.4 12.0 4.22 1.47 74.4 Single, Clear S 2.0 3.8 6.3 4.49 1.14 32.1 Single, Clear S 2.0 4.6 9.8 4.49 1.10 48.2 Single, Clear S 2.0 15.2 4.8 4.49 1.00 21.5 Single, Clear S 12.0 11.0 51.1 4.49 1.35 310.5 Single, Clear E 2.0 4.6 9.8 4.77 1.04 48.5 Single, Clear E 2.0 5.7 18.4 4.77 1.03 90.6 Single, Clear E 2.0 3.8 4.8 4.77 1.05 24.1 Single, Clear E 2.0 5.7 18.4 4.77 1.03 90.6 Single, Clear E 2.0 15.5 4.8 4.77 1.01 23.1 Single, Clear E 2.0 17.3 18.4 4.77 1.01 88.6 Single, Clear E 2.0 17.3 18.4 4.77 1.01 88.6 Single, Clear E 2.0 15.5 4.8 4.77 1.01 23.1 As -Built Total: 501.5 2737.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 315.5 0.50 157.8 Frame, Wood, Adjacent 3.0 123.0 123 151.1 Exterior 3216.8 0.60 1930.1 Concrete, Int Insul, Adjacent 3.0 192.5 0.50 96.3 Concrete, Int Insul, Exterior 3.0 3216.8 120 3860.1 Base Total: 3532.3 2087.8 As -Built Total: 3532.3 4107.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Wood 48.0 2.80 134.4 Exterior 68.0 1.80 122.4 Exterior Insulated 20.0 1.80 36.0 Adjacent Insulated 20.0 1.30 26.0 Base Total: 88.0 148.4 As -Built Total: 88.0 196.4 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: Fnelnvr+al nr.A Fnrm RnnA -9nn1 FnPrnvr;alina6r7/FIaRFS'9nn1 Fl RC.PR v 3n FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: FnPrnvf;aunnim n(A Fnrm AnnA -7nn1 FrinrnvnannaM/FIaRFR'9nn1 Fl RCPR v3 311 BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 1715.0 1715.0 2.80 4802.0 4802.0 Under Attic 19.0 As -Built Total: 1715.0 3.72 X 1.00 1715.0 6379.8 6379.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 196.0(p) 1312.0 -20.0 - 3920.0 -2.16 - 2833.9 -6753.9 Slab -On -Grade Edge Insulation 0.0 Raised Concrete 0.0 As -Built Total: 196.0(p 1312.0 1508.0 -20.00 0.80 - 3920.0 1049.6 - 2870.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 3048.0 18.79 57271.9 3048.0 18.79 57271.9 Summer Base Points: 82638.8 Summer As -Built Points: 97205.4 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 82638.8 0.4266 35253.7 97205.4 0.464 (1.073 x 1.165 x 0.90) 97205.4 0.536 (1.073 x 1.165 x 0.90) 97205.4 1.00 1.125 0.262 0.262 0.262 0.950 0.950 0.950 12643.4 14608.3 27251.7 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: FnPrnvf;aunnim n(A Fnrm AnnA -7nn1 FrinrnvnannaM/FIaRFR'9nn1 Fl RCPR v3 311 • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: Fnernvt;ai ine6i) nr:A Fnrm FnnA -2nn1 Fnernvtla,,nnttllFIaRFS7001 Fl RCPR v3 3n BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3048.0 32.50 17830.8 Single, Clear N 2.0 11.0 33.0 36.46 0.97 1167.6 Single, Clear N 2.0 14.9 53.8 36.46 0.99 1938.5 Single, Clear N 8.7 6.9 8.7 36.46 0.69 218.5 Single, Clear W 2.0 14.9 53.8 70.53 0.99 3748.0 Single, Clear W 2.0 5.7 18.4 70.53 0.84 1096.5 Single, Clear W 2.0 17.1 18.4 70.53 0.99 1290.3 Single, Clear W 2.0 5.7 9.4 70.53 0.84 558.4 Single, Clear W 2.0 15.2 9.6 70.53 0.99 669.2 Single, Clear W 2.0 5.7 9.4 70.53 0.84 558.4 Single, Clear W 2.0 3.8 4.8 70.53 0.73 247.4 Single, Clear W 7.8 11.0 21.4 70.53 0.64 971.1 Single, Clear S 2.0 7.7 51.1 66.93 0.86 2952.0 Single, Clear SW 5.4 6.4 12.0 73.41 0.55 488.1 Single, Clear S 9.4 6.4 16.0 66.93 0.47 506.5 Single, Clear SE 10.8 6.4 12.0 79.81 0.43 408.7 Single, Clear S 2.0 3.8 6.3 66.93 0.66 276.6 Single, Clear S 2.0 4.6 9.8 66.93 0.71 466.2 Single, Clear S 2.0 15.2 4.8 66.93 0.98 316.3 Single, Clear S 12.0 11.0 51.1 66.93 0.51 1735.7 Single, Clear E 2.0 4.6 9.8 78.71 0.78 6012 Single, Clear E 2.0 5.7 18.4 78.71 0.84 1219.9 Single, Clear E 2.0 3.8 4.8 78.71 0.72 271.8 Single, Clear E 2.0 5.7 18.4 78.71 0.84 1219.9 Single, Clear E 2.0 15.5 4.8 78.71 0.99 373.4 Single, Clear E 2.0 17.3 18.4 78.71 0.99 1438.1 Single, Clear E 2.0 17.3 18.4 78.71 0.99 1438.1 Single, Clear E 2.0 15.5 4.8 78.71 0.99 373.4 As -Built Total: 501.5 26549.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 315.5 1.00 315.5 Frame, Wood, Adjacent 3.0 123.0 2.50 307.5 Exterior 3216.8 2.70 8685.3 Concrete, Int Insul, Adjacent 3.0 192.5 1.30 250.2 Concrete, Int Insul, Exterior 3.0 3216.8 2.70 8685.3 Base Total: 3532.3 9000.8 As -Built Total: 3532.3 9243.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Exterior Wood 48.0 9.40 451.2 Exterior 68.0 6.40 435.2 Exterior Insulated 20.0 6.40 128.0 Adjacent Insulated 20.0 2.60 52.0 Base Total: 88.0 487.2 As -Built Total: 88.0 631.2 • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: 530 NE 96th St., Miami Shores, FL, PERMIT #: Fnernvt;ai ine6i) nr:A Fnrm FnnA -2nn1 Fnernvtla,,nnttllFIaRFS7001 Fl RCPR v3 3n Builder Signature: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD Address of New Home: ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 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 fe Mike Meyers, 530 NE 96th St., Miami Shores, FL, 1. New constriction or existing New _ 12. Cooling systems 2. Single family or multi- fancily Single family _ a. Central Unit Cap: 29.6 kBtu/ly 3. Number of units, if multi - family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 34.2 kBtu/br 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft 3048 ft c. N/A _ 7. Glass area & type Single Pane Double Pane _ _ a. Clear - single pane 501.5 ft 0.0 ft _ 13. Heating systems b. Clear - double pane 0.0 11 0.0 ft _ a. Electric Strip Cap: 17.1 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft 0.0 ft _ COP: 1.00 _ d. Tint/other SHGC - double pane b. Electric Strip Cap: 17.1 kBtu/hr _ 8. Floor types _ COP: 1.00 _ a. Slab -On -Grade Edge Insulation R =0.0, 196.0(p) ft _ c. N/A _ b. Raised Concrete R =0.0, 1312.011 _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons _ a. Frame, Wood, Adjacent R =3.0, 123.0 ft _ EF: 0.90 _ b. Concrete, Int Insul, Adjacent R =3.0, 192.5 ft _ b. N/A _ c. Concrete, Int Insul, Exterior R =3.0, 3216.8 ft _ d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =19.0, 1715.0 11 _ 15. HVAC credits MZ -C, b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 27.011 _ MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 30.0 ft MZ- H- Multizone heating) CC. Date: S 't9 N5 c 16 5/4/414 City/FL zip: MIAMI -10121 *NOTE: ZL *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' your home may quay 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. EnergyGauge® (Version: FLRCPB v3.30) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56qr.) Load Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 52280 Btuh Total cooling load calculation 56582 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 65.4 34200 Sensible (SHR = 0.75) 99.8 47850 Btuh Subtotal(sensible) Latent 184.9 15950 Duct gain Total 112.8 63800 Load component Load Load Window total Window total 501 sqft 17105 Btuh Wall total 3532 sqft 15086 Btuh Door total 88 sqft 923 Btuh Ceiling total 1715 sqft 3944 Btuh Floor total Btuh Subtotal 0 Btuh Infiltration 178 cfm 2940 Btuh Internal gain 52280 3600 Btuh Subtotal(sensible) 43598 Btuh Duct gain 4360 Btuh Total sensible gain ( 47958 Latent gain(infiltration) 84 Btuh Latent gain(internal) 1840 Btuh Total latent gain 8624 Btuh TOTAL HEAT GAIN 56582 Btuh Load component Load Window total 501 sqft 11534 Btuh Wall total 3532 sqft 23210 Btuh Door total 88 sqft 912 Btuh Ceiling total 1715 sqft 2058 Btuh Floor total See detail report 6926 Btuh Infiltration 204 cfm 5151 Btuh Subtotal 49790 Btuh Duct Toss 2490 Btuh TOTAL HEAT LOSS 52280 Btuh - Mike Meyers 530 NE 96th St. Miami Shores, FL Residential System Sizing Calculation Summary Project Title: Mike Meyers WINTER CALCULATIONS Winter Heating Load for 3048 saft l ummer Cooling Load for 3048 soft SUMMER CALCULATIONS PREPARED BY: DATE: EnerovGauae® FLRCPB v3.30 Latent Internet(396) Latent Intil (12%) Wase(27 %) Walte(44 %) Code Only Professional Version Climate: South EnergyGauge® System Sizing ba on ACCA Manual J. Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 196.0 ft(p) 0.0 0 Btuh 2 Raised Wood 0.0 1312.0 sgft 0.0 0 Btuh Floor Total 1508.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 30480 178.2 2940 Btuh Mechanical 0 0 Btuh Infiltration Total 178 2940 Btuh Mike Meyers 530 NE 96th St. Miami Shores, FL Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only Mike Meyers Professional Version Climate: South 4/30/2004 I Internal I f gain Occupants Btuh/occupant 8 X 300 + Appliance I Load 1200 3600 Btuh Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (8 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 43598 Btuh 4360 Btuh 47958 Btuh 6784 Btuh 1840 Btuh 0 Btuh 56582 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEP for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EneravGauae® FLRCPB v3.30 Window Type Panes/SHGC/U/InSh/ExSh Omt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, B, N N 2 11 33.0 0.0 33.0 18 18 594 Btuh 2 1, Clear, 1.00, B, N N 2 14.9 53.8 0.0 53.8 18 18 969 Btuh 3 1, Clear, 1.00, B, N N 8.66 6.91 8.7 0.0 8.7 18 18 157 Btuh 4 1, Clear, 1.00, B, N W 2 14.9 53.8 0.0 53.8 18 52 2799 Btuh 5 1, Clear, 1.00, B, N W 2 5.66 18.4 1.2 17.2 18 52 916 Btuh 6 1, Clear, 1.00, B, N W 2 17.0 18.4 0.0 18.4 18 52 957 Btuh 7 1, Clear, 1.00, B, N W 2 5.66 9.4 0.0 9.4 18 52 487 Btuh 8 1, Clear, 1.00, B, N W 2 15.1 9.6 0.0 9.6 18 52 499 Btuh 9 1, Clear, 1.00, B, N W 2 5.66 9.4 0.0 9.4 18 52 487 Btuh 10 1, Clear, 1.00, B, N W 2 3.75 4.8 0.2 4.6 18 52 242 Btuh 11 1, Clear, 1.00, B, N W 7.83 11 21.4 0.6 20.8 18 52 1091 Btuh 12 1, Clear, 1.00, B, N S 2 7.66 51.1 51.1 0.0 18 28 920 Btuh 13 1, Clear, 1.00, B, N SW 5.41 6.41 12.0 12.0 0.0 18 45 216 Btuh 14 1, Clear, 1.00, B, N S 9.41 6.41 16.0 16.0 0.0 18 28 288 Btuh 15 1, Clear, 1.00, B, N SE 10.7 6.41 12.0 12.0 0.0 18 45 216 Btuh 16 1, Clear, 1.00, B, N S 2 3.83 6.3 6.3 0.0 18 28 112 Btuh 17 1, Clear, 1.00, B, N S 2 4.58 9.8 9.8 0.0 18 28 176 Btuh 18 1, Clear, 1.00, B, N S 2 15.1 4.8 4.8 0.0 18 28 86 Btuh 19 1, Clear, 1.00, B, N S 12 11 51.1 51.1 0.0 18 28 920 Btuh 20 1, Clear, 1.00, B, N E 2 4.58 9.8 0.6 9.1 18 52 486 Btuh 21 1, Clear, 1.00, B, N E 2 5.66 18.4 12 17.2 18 52 916 Btuh 22 1, Clear, 1.00, B, N E 2 3.75 4.8 0.2 4.6 18 52 242 Btuh 23 1, Clear, 1.00, B, N E 2 5.66 18.4 1.2 17.2 18 52 916 Btuh 24 1, Clear, 1.00, B, N E 2 15.5 4.8 0.0 4.8 18 52 250 Btuh 25 1, Clear, 1.00, B, N E 2 172 18.4 0.0 18.4 18 52 957 Btuh 26 1, Clear, 1.00, B, N E 2 17.2 18.4 0.0 18.4 18 52 957 Btuh 27 1, Clear, 1.00, B, N E 2 15.5 4.8 0.0 4.8 18 52 250 Btuh Window Total _ 501 17105 Btuh U1 (Q N co) Type R-Value Area HTM Load Frame - Adjacent 3.0 123.0 3.1 384 Btuh Concrete - Adjacent 3.0 192.5 2.2 420 Btuh Concrete - Exterior 3.0 3216.8 4.4 14282 Btuh Wall Total 3532.3 15086 Btuh Doors Type Area HTM Load 1 Wood - Exter 48.0 10.4 499 Btuh 2 Insulated - Exter 20.0 10.6 212 Btuh 3 Insulated - Adjac 20.0 10.6 212 Btuh Door Total 88.0 923 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 19.0 1715.0 2.3 3944 Btuh Ceiling Total 1715.0 3944 Btuh Mike Meyers 530 NE 96th St. Miami Shores, FL System Sizing Calculations - Summer Residential Load - Component Details Project Title: Mike Meyers Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 4/30/2004 EneravGauae® FLRCPB v3.30 Floors 1 2 Type Slab -On -Grade Edge Insul Raised Wood/Enclosed Floor Total R -Value 0 0 Size X 196.0 ft(p) 1312.0 sqft 1508 HTM= 18.6 2.5 Load 3646 Btuh 3280 Btuh 6926 Btuh Infiltration Type Natural Mechanical Infiltration Total ACH X 0.40 Building Volume 30480(sqft) CFM= 204 0 204 Load 5151 Btuh 0 Btuh 5151 Btuh Mike Meyers 530 NE 96th St. Miami Shores, FL Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only Mike Meyers Professional Version Climate: South 4/30/2004 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 49790 Btuh 2490 Btuh 52280 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or Insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EneravGauae® FLRCPB v3.30 Mike Meyers 530 NE 96th St. Miami Shores, FL System Sizing Calculations - Winter Residential Load - Component Details Project Title: Mike Meyers Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F Code Only Professional Version Climate: South 4/30/2004 Window 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 Walls 1 2 3 Doors 1 2 3 Ceilings 1 Panes/SHGC /Frame/U Orientation Area X HTM= 1, Clear, Metal, 1.00 N 33.0 23.0 1, Clear, Metal, 1.00 N 53.8 23.0 1, Clear, Metal, 1.00 N 8.7 23.0 1, Clear, Metal, 1.00 W 53.8 23.0 1, Clear, Metal, 1.00 W 18.4 23.0 1, Clear, Metal, 1.00 W 18.4 23.0 1, Clear, Metal, 1.00 W 9.4 23.0 1, Clear, Metal, 1.00 W 9.6 23.0 1, Clear, Metal, 1.00 W 9.4 23.0 1, Clear, Metal, 1.00 W 4.8 23.0 1, Clear, Metal, 1.00 W 21.4 23.0 1, Clear, Metal, 1.00 S 51.1 23.0 1, Clear, Metal, 1.00 SW 12.0 23.0 1, Clear, Metal, 1.00 S 16.0 23.0 1, Clear, Metal, 1.00 SE 12.0 23.0 1, Clear, Metal, 1.00 S 6.3 23.0 1, Clear, Metal, 1.00 S 9.8 23.0 1, Clear, Metal, 1.00 S 4.8 23.0 1, Clear, Metal, 1.00 S 51.1 23.0 1, Clear, Metal, 1.00 E 9.8 23.0 1, Clear, Metal, 1.00 E 18.4 23.0 1, Clear, Metal, 1.00 E 4.8 23.0 1, Clear, Metal, 1.00 E 18.4 23.0 1, Clear, Metal, 1.00 E 4.8 23.0 1, Clear, Metal, 1.00 E 18.4 23.0 1, Clear, Metal, 1.00 E 18.4 23.0 1, Clear, Metal, 1.00 E 4.8 23.0 Window Total 501 Type R-Value Area X HTM= Frame - Adjacent 3.0 123 4.4 Concrete - Adjacent 3.0 193 5.8 Concrete - Exterior 3.0 3217 6.7 Wall Total 3532 Type Wood - Exter Insulated - Exter Insulated - Adjac Door Total 88 Area X HTM= 48 10.6 20 10.8 20 9.4 Type Under Attic R -Value Area X HTM= 19.0 1715 1.2 Ceiling Total 1715 Load 759 Btuh 1238 Btuh 201 Btuh 1238 Btuh 423 Btuh 423 Btuh 216 Btuh 221 Btuh 216 Btuh 110 Btuh 491 Btuh 1175 Btuh 276 Btuh 368 Btuh 276 Btuh 144 Btuh 224 Btuh 110 Btuh 1175 Btuh 224 Btuh 423 Btuh 110 Btuh 423 Btuh 110 Btuh 423 Btuh 423 Btuh 110 Btuh 11534 Btuh Load 541 Btuh 1116 Btuh 21552 Btuh 23210 Btuh Load 508 Btuh 216 Btuh 188 Btuh 912Btuh Load 2058 Btuh 2058Btuh , EneravGauae® FLRCPB v3.30 B/C F.I.P 1/2" NO CAP LOT-10 BLOCK -54 BOUNDARY SURVEY 0.40'CL 5' CLF 12' MEDIAN LOT -9 BLOCK -54 24.00 24.00 5'.CONC SWK F.I.P 1/2" NO CAP 1 ;1 ON PL 0.10'CL 5' CBW 0.10'CL 1/2" SURVEYOR'S NOTE: There may be Easements recorded in the ublic Records not shown on this Survey reit/ LOT -8 BLOCK -54 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: VIVIAN nut purur nr. LAND SURVEYORS SURVEY No 04— 1575 SHEET No 2 o 2 November 12, 2004 Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Meyers Residence 530 Northeast 96th Street Miami Shores, Fla. Inspection of reinforced masonry, tie columns and roof tie beams. Building Permit No. BP -04210 Gentlemen : This letter shall serve as confirmation that based upon a field inspection and visual observation of the site, the 2 floor concrete tie columns, concrete tie beams, and filled cells are in accordance with the permitted construction documents and with the minimum requirements of the Florida Building Code. This inspection was performed by the Architect of record. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Architect #0011732 h7 Al C es. o +ks •,or+ A.R1h Tone.... Cnt Ah AM/N.-vs; GI '!Z1 AZ 1115 7 Al1 S1l2S mnri...rnh�l4.cllrn,,+k not October 20, 2004 Mr. Curtis Craig Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Meyers Residence 530 Northeast 96th Street Miami Shores, Fla. Inspection of reinforced masonry, tie columns, tie beams and r floor slab Building Permit No. BP -04210 Gentlemen : This letter shall serve as confirmation that based upon a field inspection and visual observation of the site, the concrete tie column, concrete beams, concrete r floor slab and filled cells are in accordance with the permitted construction documents and with the minimum requirements of the Florida Building Code. This inspection was performed by the Architect of record. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Architect #0011732 i a E. "r`` : Mora Ar ch :' ^.•i: € '.. A7441 Cni 11h*.,oe1 6Rth Tcrrnnc • Co... 4k A Ainrvsl Gl 1Z1 A'2 '21 74(1 41 RK - mnrnnrrhrnlhclleni 1 +1, Oft e 4 August 18, 2004 Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Mr. Michael Meyer 530 NE 96 Street Miami Shores, Fla Permit: # Gentlemen: This letter shall serve as confirmation that based upon a field inspection and visual observation of the site, the subsurface conditions indicates undisturbed sand and rock. The bearing capacity therefore, can be assumed at 2,000 p.s.i., as stipulated in the permitted construction documents and as per the minimum requirements of the Florida Building Code. If additional information is required, please do not hesitate to contact us. Sincerely yours, Eusebio M. Mora Fl Lic #00011732 6761 Southwest 68th Terrace o South Miami, FL 33143 o 305.740.5185 o mcraarcn@beiisouin.ne September 28, 2005 Miami Shores Village 10050 NE 2 AVE Miami Shores, FL Re: New Shutters for Michael Meyer 530 NE 96 ST Miami Shores, FL Building Permit # 2005 -1359 Gentlemen: This is to inform you that I inspected the installation of the shutters in the above referenced project and could verify that they were all installed as per the approved documents. I could also verify that the anchors with the corresponding lead shields were spaced at no more than 12.5" o /c. If you have any questions, please contact this office. Yours truly, Fernando Gomez -Pina, P. E. FGP /ym n Fernando Gomez -Pina P.E. Consulting Engineer 300 Sevilla AVE, # 304 Coral Gables, Fl 33134 TEL: (305) 461 -2188 FAX: (305) 461 -2238 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HOUSING- FEDERAL HOUSING COMMISSIONER TERMITE SOIL TREATMENT GUARANTEE "'` /• 1 C 4 W 1 PURPOSE: FHA Form 2052/VA Form 20 -8376 is submitted for proposed construction cases when soil treatment is specified by the builder or required by the FHA or the VA. It provides a uniform guarantee of termite soil treatment and assures the homeowner that the chemicals used, their concentration, and method and rate of application comply with all applicable FHA standards. PREPARATION; The builder completes this form. An original and two copies are prepared and sent to the mortgages upon completion of the soil poisoning work. The mortgagee sends one copy to the local FHA insuring office or VA office prior to final inspection, where it is filed in the case binder. The original and one copy are retained by the mortgagee who provides the mortgagor with the original at closing. Form 2052/26 -8378 is "headed in" by the builder with the FHANA case number, street address of the property, legal description of the property, name of the city and state. The tower portion of the form is filled in with the date of treat- ment; applicator's firm name, signature, title and date; license number of the applicator, when a license is required by state regulations; builder's firm name, signature, title of person signing and date of signing; chemical used , percent of concentration of the chemical in solution; and method used -- soil mixed, rodded, pressure sprayed, etc. LOCATION OF PROPERTY (Street Address, City and State) FHANA CASE NUMBER 63Q A/6, 94, 'i /%3 , ewes �35/3s LEGAL DESCRIPTION OF PROPERTY The undersigned builder his successors or assigns, does hereby guarantee to the mortgagor, his successors or assigns, that the soil has been treated on the above - designated property and that the chemical used in the treatment, its con- centration, rate, method, and location complies In every respect with the current standards of the Federal Housing Administration as contained in its Minimum Property Standards for One and Two Living Units. The builder hereby agrees that, if termite infestation should occur within a period of five years from the date of treat- ment in the building on the designated property, without cost to the mortgagor he will retreat the soil in substantial conformance with the Federal Housing Administration standards in effect at the time of original treatment, or at the option of the builder he may use the standards In effect at the time of retreatment. The builder further agrees to repair all construction damage by termites within the one year builder's warranty period. This agreement that the property be retreated is not to be considered as a waiver of legal remedies the mortgagor may have against the builder. If within the guarantee period the validity of an Infestation claim is questioned by the builder, the claim will be subbected to investigation by a recognized entomologist agreeable to the mortgagor and builder. The entomologist's certification will be accepted as the basis for disposition of the case. The cost of inspections made to test the claim will be borne by the builder, if the claim is determined to be valid, or by the mortgagor if the claim is invalid. If, during the term of this guarantee, additions or alterations are made which affect the structure and create new termite hazards. or interfere with the chemical protective barrier, this guarantee will become null and void. I DATE OF TREATMENT WILDER OF DER _ Y CHEMIC CUSED J (72 /' /I /A/ e.—, BY (Signature) CONCENTRATION DATE �TtTIE • APPLICATION OF METHOD SOIL ATME APPUCATOR LICENSE NUMBER (When license Is required (nodded, Soil mixed, etc.) by state regulations) PoQQ63 amtar RM. C` JAL.1710111 3 g1la 70 / tij DATE By (Signature) TITt.E U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HOUSING- FEDERAL HOUSING COMMISSIONER �� 6- . 5 X• TERMITE SOIL TREATMENT GUARANTEE r PURPOSE: FHA Form 2052/VA Form 26 -8375 is submitted for proposed construction cases when soil treatment is specified by the builder or required by the FHA or the VA. It provides a uniform guarantee of termite soil treatment and assures the homeowner that the chemicals used, their concentration, and method and rate of application comply with all applicable FHA standards. PREPARATION: The builder completes this form. An original and two copies are prepared and sent to the mortgagee upon completion of the soil poisoning work. The mortgagee sends one copy to the local FHA insuring office or VA office prior to final inspection, where it is filed in the case binder. The original and one copy are retained by the mortgagee who provides the mortgagor with the original at closing. Form 2052/26 -8375 is °headed in" by the builder with the FHANA case number, street address of the property, legal description of the property, name of the city and state. The lower portion of the form is fitted in with the date of treat- ment; applicator's firm name, signature, title and date; license number of the applicator, when a license ie required by state regulations; builder's firm name, signature, title of person signing and date of signing; chemical used , percent of concentration of the chemical in solution; and method used -- soil mixed, rodded. pressure sprayed, etc. LOCATION OF PROPERTY (Street Address, City and State) 5 A/' 9 s Q7/4-' / 7/1 z ; Se/o4# J ..9,./Orr- PHA/VA CASE NUMBER LEGAL DESCRIPTION OF PROPERTY The undersigned builder his successors or assigns, does hereby guarantee to the mortgagor, his successors or assigns, that the soil has been treated on the above - designated property and that the chemical used in the treatment, its con- centration, rate, method, and location complies In every respect with the current standards of the Federal Housing Administration as contained in its Minimum Property Standards for One and Two Living Units. The builder hereby agrees that, if termite infestation should occur within a period of five years from the date of treat- ment in the building on the designated property; without cost to the mortgagor he will retreat the soil in substantial conformance with the Federal Housing Administration standards in effect et the time of original treatment, or at the option of the builder he may use the standards In effect et the time of retreatment. The builder further agrees to repair all construction damage by termites within the one year builder's warranty period. This agreement that the property be retreated is not to be considered as a waiver of legal remedies the mortgagor may have against the builder. if within the guarantee period the validity of an infestation claim is questioned by the builder, the claim will be subjected to investigation by a recognized entomologist agreeable to the mortgagor and builder. The entomologist's certification will be accepted as the basis for disposition of the case. The coat of inspections made to test the claim will be borne by the builder, if the claim is determined to be valid, or by the mortgagor if the claim is invalid. It during the term of this guarantee, additions or alterations are made which affect the structure and create new termite hazards, or interfere with the the cal protective barrier, this guarantee will become null and void. DATE OF TREATMENT 69 - 9 — ®6 , NAME 0 UtLDER ha-z. ..Js,771vci o.,) CHEMICAL USED J P'ir�eTT�/�D• -� BY (Signature) CONCENTRATION • J DATE U J TITLE APPLICATION OF METHOD (R Sod mixed, etc.) OWE Si 4 4 R s �v SOIL TREA ENT A LICATOR ,';; A LIT ' ON T!Mii UERVLCL LICENSE NUMBER (When license is required by state regulations) k Pa 0- '/ 3.. DATE By fSignature) TITLE STRUCTURAL INSPECTION TYPE � • - DATE Footing r_lricra,M, Columns / Poured Cells irgl iggi Tie Beam Fp, ii Rake Beam � /r 2nd Floor Slab 1 iiii L� ,� ' 2nd Floor Columns ring= 2nd Floor Tie Beam Em Roof Sheating r4./11WY Wall Sheathing 1111111EMI Floor Sheating MIMI This, Roof ragyn 'Russ, Floor Store Front IIIII Suck L ath Fri /4 I MA 1 Window Installation a `e/lane D oor installation a FR IA Tin Cap • F ANA" IIAOp In Progress r�/mw Tile in Progress //�� F AS Miami Shores Village Building Department Permit Number EL 005 Review Completion Date c" O 4/47/4 iji;14erfA Framing Shingle in Progress Insulation Drywall Sidewalk Driveway Form / Rock Storm Shutter Anchors Storm Shutter Final Patio / Deck Final Fence Final Pool Steel Pbol / Patio Deck Screen Enci Final Pool Final Roof Final 0 l ae UNLESS PERMIT CARD IS DISPLAYED i ARE READILY AVAILABLE )N RECORD OR ALL INSPECTIONS 7Sb 402 772 IOR TO REQUESTING INSPECTIONS 4 STRUCTURAL W1 rAIM rim= FINAL PLUMBING it 1/M' 10;1411A Ground Rough Top Out 2nd Floor Rough rd Floor Rough Condensate Drainfield Suppression Test 1 Sept` t J . , iiiiM11111 Sewer ( Water Service MNIA A Iii FINAL 1 I Fire 'inkier Final P • oI Maindrain Piping L P Tank Gas Rough Gas Final Irrigation Int: Ext: Well Interceptor 'Pressure Te L Undgr A/C Pipe Slsb condensate Slat gp Duct Rough pep Exhaust Fad Retch Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector "fir; it)1:4 �—=— ntttatior Pressure Test �5 Y - 733 &4€1r05 ' Phone Prewire B. Alarm Final T.V. Final Intercom Fi Phone Fine Temporary Pole -b Footer Groundin Slab `\ Service Ro B. Alarm.Pre T.V. Prewire Intercom Prewire 30 Day Temp Power Pool Grounding I Slab Rom, —.. -- 64. MAP AND PANEL NUMBER 12025C0093 J B5. SUFFIX J B6. FIRM INDEX DATE 07 -17 -95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03 -02 -94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A PROCESS # FOLIO # C.O.R. 8.23' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. FEMA Form 81 -31, January 2003 For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME - MICHAEL MEYER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 530 NE. 96th STREET CITY MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9 , BLOCK 54, PLAT BOOK 10 , PAGE 37 , MIAMI -DADE COUNTY, FLORIDA. BUILDING USE (e. g., Residential, Non - residential, Addtion, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##°- ##' - ##.##' or ##.#####k ° ) 1_1 NAD 1927 1_I NAD 1983 STATE SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME RAIAlRI QUC PGC - 17fR52 MIAMI- B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. LI FIS Profile LXJ FIRM L_1 Community Determined 1J Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: 1.I NGVD 1929 L_1 NAVD 1988 L_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1J Yes 'XI No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L_1Construction Drawings' 1_1Bulding Under Construction' I X )Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -I below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion /Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? O a) Top of bottom floor (including basement or enclosure) 9..6 ft.(m) v ❑ b) Top of next higher floor 18.9 ft.(m) 9 O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o o o O d) Attached garage (top of slab) 8.9 ft.(m) 2 7 ❑ e) Lowest elevation of machinery and /or equipment v Q servicing the building (Describe in a Comments area.) NC 8.7 ft.(m) 2 O 1) Lowest adjacent (finished) grade (LAG) 8.9 ft.(m) z ❑ g) Highest adjacent (finished) grade (HAG) 9.0 ft.(m) 2 O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ I) Total area of all permanent openings (flood vents) in C3.h N/A , sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ZIP CODE 05 -03 -05 O.M.B. No. 3067 -0077 Expires December 31, 2005 SOURCE: IJ GPS (Type): 1 -1 USGS Quad Map I_I Other B3. STATE FLORIDA 12(1 No See reverse side for continuation. Replaces all previous editions L_I Yes DATE: 05 -03 -05 7 - LICENSE No.: 5184 \ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER ANTONIO FIORE 5184 TITLE COMPANY NAME PROFESSIONAL SURVEYOR AND MAPPER A. FIORE AND ASSOCIATES; INC. ADDRESS CITY STATE ZIP CODE 921 S.W. 122nd AVENU MIAMI FLORIDA 33184 SIGNATURE DATE TELEPHONE 05 -03 -05 305 - 221 -3040 MIAMI SHORFS Fl ORIOA For Insurance Company Use: Polity Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 530 NE. 96th STREET are STATE ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS MIAMI -DADE COUNTY BENCHMARK No.N -603 -R LOCATOR No.3250SW; ELEVATION =8.11 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El . through E5. If the Elevation Certificate is Intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLI ft. (m) LLI in. (cm) LI above or LI below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is L(J ft. (m)1 (cm) above the highest adjacent grade. Complete Items C3.h and C31 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is I —I —I ft. (m) L in. (cm) LI above or I —I below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Sectio,n G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E forZone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conect to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- Issued BFE) or Zone AO. G3. LI The following information (Items G4 -G9) is provided for community floodplain management purposes. G.4. PERMIT NUMBER 05. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LI New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE STATE ZIP CODE 05 -03 -05 I I Check here if attachments IJ Check here if attachments . ft. (m) Datum: . ft. (m) Datum: I_ Check here if attachments Replaces all previous editions COMPARATIVE ANALYSIS FOR; GLASS: 3/16 TEMPERED FYI, 2959 Window Width Window Height 26.000 (4) 35.375 (4) 50.625 (4) 63.000 (6) 76.000 (6) nog pos nog poi nay pos nog pas neg pea 19.125 (2) .135.00 56.67 .135.00 56.67 - 111.50 56.67 •94.65 56.67 .73.01 56.67 24.000 (2) . 135.00 56.67 .135.00 56.67 . 114.29 56.67 .64.65 56.67 .63.54 50.67 26.500 (2) .135.00 56.67 435.00 56.67 - 123.95 56.67 .62.11 56.67 .60.55 56.67 32.000 (3) -135.00 56.67 435.00 56.67 - 113.95 56.67 .60.04 56.67 -56.41 56.41 37.000 (3) - 135.00 56.67 - 135.00 56.67 - 115.74 56.67 .60.04 56.67 .55.04 55.04 40.000 (3) .135.00 56.67 - 122.25 56.67 . 133.04 56.67 •80.04 50.67 .55.00 55.00 44.000 (3) .135.00 55.67 •108.03 56.67 -19.69 56.67 40.04 56.67 .55.00 55.00 45.000 (3) •132.20 56.57 46.70 56.67 .19.72 56.67 .70.21 56.87 •55.00 55.00 53.125 (4) 117.70 56.67 -55.39 56.67 49.62 56.67 .60.55 56.67 .55.00 55.00 COMPARATIVE ANALYS S FOR; GLASS: 3116 ANNEALID F71.- 2960 Window Width Window Height 26.000 (4) 38.3.5 (4) 50.625 (4) 63.000 (6) 76.000 (6) nog poi nay poi ley poi nap poi nay pas 19.125 (2) .120.00 56.67 .120.00 56.67 - 120.00 56.67 •94.65 56.67 .73.01 56.67 24.000 (2) .120.00 56.67 . 120.00 56.67 •120.00 56.67 - 54.65 56.67 .63.64 56.67 26.500 (2) .120.00 56.67 .120.00 56.67 .120.00 56.67 •62.11 56.57 .60.55 55.04 32.000 (3) •120.00 56.67 . 120.00 56.67 -1)1.70 56.67 -60.04 56.67 •56.41 51.28 37.000 (3) •120.00 56.67 .120.00 58.67 -06.40 56.67__., .-MAD te" ' - -55.04 50.03 40.000 (3) .120.00 56.67 .118.60 56.67 .50.90 66.67 .65.50 56.67 455.00 50.00 44.000 (3) .120.00 56.67 .108.05 56.67 -73.10 56.67 •59.20 56.67 .52.30 50.00 48.000 (3) .120.00 55.67 .96.71 56.67 -64.60 56.67 -53.90 53.90 -48.00 46.00 53.125 (4) - 117.70 56.67 -85.33 58.67 -59.50 56.67 -47.90 47.90 -43.10 43.10 • MAX. HEIGHT 76.000" 5 „ MAX. 5 1 1 rr O g 10" MAX. U Z Q CENTERLINE OF MEETING RAIL 49.125" MAX. VENT DAYLIGHT OPENING 48.125" 1 1 1 MAX. WIDTH 53.125" MAX. FIXED LITE . NON - IMPACT W/NDONS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED. 53. 125 x 76.000 B) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE RECUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 8 FOR SECTION DETAILS AYLIGHT OPENING a~- MAX. FIXED 1.11E HEIGHT FROM BOTTOM CF MEETING PAIL 37 5/8" MAX. FIXED LI1E DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENIVG 3/1 6" GLASS 34.500" �4� � 1 r Robert L. Clark, P.E. PE #397)2 Structurul • COMPARATIVE ANALYSIS NOTES: 1.1 Numbers In (1 parentheses are auantltvor anchors ow side. 2.) Negative Design Loads based on Comparative Analysis and 01ass Table ASTM 51300. 3.) Poslave Design Loads based on Comparative Analysis and Water Test Pressure. 4..) Numbers are for 010 screws or 3116' Tapcona. (512 screws may be used Instead of 510's) 5.) Anchors 5.00' max. hone each corner and 5.00' max. on either side of meeting rail. Max. anchor spacing of 16' al jambs and 20' at head asd sill. .3/16 GLAZING DETAIL INDUSTRIES Drown By: F.K. Title: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 .375 MIN. J GLASS 8ITE Revsd BT: F.K. Dote: 8/31/1 Dote 4/18/0 1 Series /Model: SH-4000 Revisions: REDRAWN Scots: NTS PRODUCT REVISED **complying with the FTonela B alding Code Aarplaace No 02- 002.02 Ezpira Date bi tai Dade Product Contnd D ivision APPROVED AS COMRYIN0 WITH THE SOUTH FLORIDA DUILDIIOG GORE GATE SE /TpNoc r,?ao tr► 1shAl1 .1 .I „ ALick PRODUCT CONIVOL OMSION BUILDING COM eOMPLIANCE OFFICE ACCEPTANCE NO.6' OS 1 b• SO Description: FLANGED W/ 3/16T OR 3/16A GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) Sheet: 1 or 8 Drawing No. 2736 Rev: A MAX. HEIGHT -- MAX. FIXED LITE VERTICAL SECTION M FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING ( .11171 Robert L. Clark N PE #39712 Structural MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 2.000" PRODUCT REVISED as complying with the Florida Duidlsg Code Accsp ana 0Z -0 X 02.02 Espindan Da1 e By Mladi Dads Product Control Division APPROVED AS COMPLYING IMTH T11C SOUTH n.ontoa BUILDING 000E DATE EP 312 , -2-10 oI 8r Is 1 . Ll+A•,J PRODUCT CONTROL DIVISION BUILDING 000E COMPLIANCE OFFICE ACCEPTANCE NO. 6 — 05 16 'l0 INDUSTRIES Drown By: F.K. Description: Title: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Revsd By. F.K. Dale: 8/31/1 Dote: 4/ 18/01 Series /Alodel: SH— 4000 Revisions: REDRAWN SECTIONS FROM SHEET 1, 3/16 GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) Scale: NTS Sheet: 2 o18 Drawing No. 2736 Rev: A COMPARATIVE ANALYSIS SCR: GLASS: 056 ANNEALED fTI. 2961 Window Width Window Height 26.000 (4) 36.37514) 50.625 (4) 63.000 (6) 78.000 (6) nog pos nog pos ny pos nog pos nog pos 19.125 (2) .75.00 54.67 45,00 56.67 -75.00 56.67 46.79 56.67 -43.61 43.61 24.000 (2) -75.00 5447 •75.00 58.67 .74.40 56.57 -50.91 50.91 -38.16 39.16 26.500 (2) -75.00 54.67 -75.00 58.67 -70.00 56.67 -49.27 49.27 -36.33 36.33 32.000 (3) .75.00 56.67 47.80 56.67 -57.40 56.67 - 48.02 46.02 43.64 33.84 37.000 (3) .75.00 54.67 .56.50 56.50 .49.50 49.50 -43.70 43.70 -33.02 33.02 40.000 (3) -75.00 54.67 -32.50 52.50 -45.50 45.30 - 40.20 40.20 .33.00 33.00 44.000 (3) .75.00 54.67 -47.50 47.50 .40.30 40.00 -36.70 36.70 .32.60 32.60 48.000 (3) -75.00 54.67 -43.10 43.50 -35.10 35.70 -33.70 33.70 -29.80 29.60 53.125 (4) -70.60 54.67 - 43.20 43.20 •30.00 30.90 -29.70 29.70 -27.60 27.60 COMPARATIVE ANALYSIS FOR: GLASS: 036'ANNEALEO P71.- 2963 Window Width Window Height 26.000 44) 36.37514) 50625 (4) 63.000 (6) pos nog ] pos np pes nog pos 19.125 (2) •75.00 55.67 •75.00 56.67 -75.00 56.67 49.40 56.67 24.000 (2) -75.00 55.67 •75.00 56.67 45.00 56.67 .59.80 56.67 26.300 (2) -75.00 55.67 •75.00 56.67 .70.00 56.67 -56.60 56.60 32.000 (3) -73.00 51.67 -67.60 56.67 •57.40 56.67 .50.80 50.80 37.000 (3) .75.00 55.67 -56.50 58.30 -49.60 49.60 -43.70 43.70 MAX. HEIGHT 76.000' MAX. HEIGHT 63.000' 3 MAX. W g 0 tai La O 10' x MAX. 5 1 MAX. WIDTH 53.125' -•+-- MAX. FIXED UTE OAYUGHT OPENING 49.125' o CENTERUNE OF MEETING RAIL 1 w.X. lxED UTE OAYUGHT OPENING 34.500' MAX. VINT DAYLIGHT OPENING 34.500 MAX. VENT OA'L1GHf OPENING 46.125' MAX. WIDTH 37.000' MAX. FIXED UTE DAYUCHT OPENING 33.000' MAX. VENT DAYLIGHT OPENING 31.675' 3 MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RNL 37 5/6' 4 CENTERLINE OF MEETING RAIL 1 MAX. FIT LITE OAYUGHT 3PENING 26.000' MAX. VENT DAYLIGHT OPENING 25.030' 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED. 8) FTL -2963. 1/8" DOUBLE STRENGTH ANNEALED. 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS J.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS 1 MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING RAIL 31 1/8' FTL -2961 NON- IMPACT WINDOWS FTL -2963 fr)(1 Robert L. Cl rk, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 COMPARATIVE ANALYSIS N3765: 1.1 Numbers In (I oa►enthests are auantlly ofanehors per side, 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads baud on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 010 screws or 3116 Tapeons. (812 screws may be used Instead of 810's) 5.) Anchors S.00' max. from each comer and 1.00 max. on *litter side of meeting rail. Max. anchor spacing o416' at lambs and 20' at head and sill. • 53.125 x 76.000 37.000 x 63.000 1/8 GLAZING DETAIL INDUSTRIES Drown By: Descnption: Title: F.K. Revd By Dote: Revisions: F.K. 8/31/1 REDRAWN Dote: 4 /18/01 FLANGED W/ DSB GLASS PRODUCT REVISED as complying *lib the Florida Bolding Code Acceptance No 0 Z -0 0 2.02 Esplradun Date 0 4'1 /6.7 x i MI Dade ?coded Control Divides APPROVED AS COMPLYING WTH THE 6011TH FLORIDA BUILDING OODE DATE . c b 3 0 ?c AY PRoOuCT M. WASSON BUILDING C00E COMPUIWCE OFFICE ACCEPTANCE NO GI -D S./6'/61 ALUMINUM SINGLE HUNG WINDOW (TG -A) Series /Model: Scale: Sheet: Crowing No. Rev: NOKOMIS i FL342i4 SH -4000 NTS 3 of 8 2736 A MAX. HEIGHT -- MAX. FIXED L1'I VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robert L. Clark, P.E. PE n39712 Structural INDUSTRIES 1070 TECHNOLOGY ORtVE NOKOMIS, FL 34275. MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON - IMPACT WINDOWS 1.) TEST REPORT,. GLAZING, MAXIMUM SIZE A) FTL -2961, 1/" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 B) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS D /own By: F.K. Description: PRODUCT rn :viak :u as complying aid' the Florida DuJdlog Code Acceptance No 02-0 .02-02 Expiration Date 60 ! k Dade Product Control Division Revsd By: Dote: Revisions: F.K. 8/31/1 REDRAWN Dote: 4/18/01 2.000" APPROVED AS COMPLYING WITH THE Soh FLORIDA BUILD1,03 OOO OAtE SA. 1 Ioizeo1 DY f S1.. c 1 . L1+A wJ PRODUCT C OHTfi OL OMSION BUILDING CODE COMPUAMCE OFFICE ACCEPTANCE NO i - • 6 5 1 4 1 0 SECTIONS FROM SHEET 3, 1 /8 GLASS rue: ALUMINUM SINGLE HUNG WINDOW (TG -A,) Series /tIodel: Scale: Sheet Drawing No. Rev: P.O. Box 1529 N01OMIS. FL 34274 SH - 4000 NTS 4 of 8 2736 A COMPARATIVE ANALYSIS FOR; GLASS: 558 ANNEALED PTL- 2)62 Window Width Window Height 26.000 (4) 26.000 (4) 38.375 (4) 48.750 (4) mpg poi nag pas nog poi 19.125 (2) .75.00 56.67 -56.50 55.48 .36.70 36.70 24.000 (2) .75.00 56.67 -56.48 54.48 -35.01 35.01 26.500 (2) •75.00 56.67 .56.48 56.48 •35.00 35.00 32.000 (1) .68.70 56.67 -48.00 48.00 -35.00 35.00 37.000 (1) 43.70 56.67 .39.30 39.30 •35.00 35.00 40.000 (1) 42.50 56.67 .34.90 34.90 -33.90 33.90 44.000 (1) -59.60 56.67 .30.20 30.20 -30.20 30.20 46.000 (1) -57.60 56.67 .27.70 27.70 .25.70 26.70 53.125 (1) -55.80 55.80 .25.00 25.00 .22.60 22.60 SrOMPARA'IVE ANALYSIS FOR; GLASS: SSS.ANNEALEO PT4 2964 Window Width Window Height 26.000 (4) 38.375 (4) 50.625 (4) 63.000 (4) 70.000 (s) nog pas nag pas nog pas nay poi nap poi 19.125 (1) .75.00 56.67 .75.00 56.67 ' 43.50 56.67 -48.70 48.70 -42.40 42.40 24.000 (1) .75.00 56.67 47.00 56.67 -55.10 55.10 -44.40 44.40 .38.64 38.84 26.500 (1) -75.00 56.67 40.70 56.67 .50.60 50.80 -41.90 41.110 -37.19 37.19 32.000 (3) 48.70 56.67 .48.00 46.00 -42.60 42.60 •35.70 35.70 .32.50 32.50 37.000 (1) 40.25 56.67 .39.30 39.30 .36.40 36.40 •31.10 31.•0 .26.10 28.10 MAX. HEIGHT 48.750' MAX. HEIGHT 70.000' 1 to 5' MAX. W g 0 D 6, , 0 x MAX. 0 rc 5' MO. 1 /10' x MAX MAX. WIDTH 53.125' o CEHTERUNE Or MEETING RAIL X M.X. F1xCD LITE OAYUGHT OPENING 20.750' 1 MAX. VENT DAYLIGHT OPENING 20.750' 1.) MAx. F1xC0 UTE DAYUGHT OPENING 49.125' MAX. VENT DAYUGH4 OPENING 48.000' MAX WIDTH 37.000' M.X. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL 23 7 /5' MAX. FIXED LITE DAYLIGHT OPENING 33.000' 0 j CENTERLINE OF MEETING RAIL x / MAX. FIxtD UTE DAYUCHf OPENING 31.375' 1 MAX. VENT DAYLIGHT OPENING 31.375' MAX VENT DAYLIGHT OPENING 32.000' MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL 34 I/2' FTL-2962 NON- IMPACT WINDOWS T EST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962. 3/32" SINGLE STRENGTH ANNEALED, 53.125 x 48.750 B) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE RE0UIRED AT ALL. INSTALLATIONS 3.) 'PRESSURES UNDER 40 PSF ARE NOT APPLICABLE N MIAMI-DADE COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS FTL -2964 t4 Robert L. Clark, P.E. PE N39712 Structural COMPA*AfIVE ANALYSIS NOTES: 1.1 Numbers In l 1 oarentheses are Quantity of anchors per side. 2.) Ne9athe Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparatly* Analysis and Wate► Test Pressure. 4.) Numbers are for 610 screws or 3116 Tapcons. (612 screws may be used Instead of 610',) 54 Anchors 5.00' max. from each comer and 5.00" max. on either side of mooting rail. Max. anchor spacing of 16' at Jambs and 20' at Mad and 1111. 3/32 GLAZING DETAIL T INDUSTRIES Drown By: Title: F.K. 1070 TECHNOLOGY DRW P.O. BOX 1529 NOKOMIS. fL 34275 NOKOMIS. FL 34274 Revsd By: Dote: F.K. 8/31 /1 Dote 4/ 18/01 SH -4000 Revisions: REDRAWN FLANGED W/ SSB GLASS PRODUCT REVISED as complying with the Florida Budding Code Acceptance No OZ.0 01. 01 Enid rat Loa Date - --' By Mao Dade Produel Cuatrol Division Series /Model: Scale: Sheet: Drawing No. APPROVED AS COLIP.YINO WITH TIE SOUTH FLORIDA DOOMS 000E DATE S e%'P 30, Lod I BY 141.401 1 . ( LA 4 114 PRODUCT CONTROL DMSION BUILDING CODE COMPUAHCE OFFICE ACCEPTANCE HO 01 - v 9 1 lo ALUMINUM SINGLE HUNG WINDOW (TG -/ NTS 5 o18 2736 Rev: A -- MAX. FIXED LITE VERTICAL SECTION 7 MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING fr( Robert L. ahrk. P.E. PE #39712 S Fefft+eftif& INDUSTRIES MAX DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON— IMPACT WINDOWS 1.) TEST REPORT,. GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 8) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Drown By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Revsd By: F.K. Dole: Revisions: 8/31/1 REDRAWN Dote: 4/18/01 Series /Llodef: SH -4000 Scale: NTS Sheet: 6 of 8 15 2.000" 53.125 x 48.750 37.000 x 70.000 PRODUCT REVISED tscoofplying with the Flor4d■ Belding Code Ateept.aee No OZ O W2. 02 Etpiratiun Dote By Matra Dade Produce Coehol Division AFPROJED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COOE DOTE Set 30, Zml \544° \ • PIOOUCT CONMOL DIVISION OUILDING coot 60•APUANCE OFFICE C1- 051640 II J'. w SECTIONS FROM SHEET 5, 3/32 GLASS rtfe: ALUMINUM SINGLE HUNG WINDOW (TG -A) ()rowing No. 2736 Rev: A f 1.609 1.462 • -•— 2.000 —•- —s-- .062 --♦- 2129 -1 HEAD EXTRUSION �� --�-� 1.139 - 1.963 JAMB EXTRUSION .976 500 1 2.000 L 1.369 .062 -- — - -; 1.898 SASH TOP RAIL EXTRUSION • REFERENCE TEST REPORTS: FTL -2959, FTL -2960, FTL -2961 FTL -2962, FTL -2963, FTL -2964 1 2.600 1 .062 L .676 063 .050 1 F-�-- 2.050 2.100 .500 1 SILL EXTRUSION STANDARD MEETING RAIL F.—�- .926 SASH BOTTOM RAIL EXTRUSION Robert L. Clark. P.E. PE #39712 Structural ITEM 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED WEETING RAIL SASH 70P RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L. H. & R.H.) 18 x .750 QUAD PAN HEAD SMS WEATHERSTRIP, VINYL BULB W /LEAF SWEEP LATCH �8 x .625 PHILLIPS FLAT HEAD SMS BALANCE WEATHERSTRIP, .187 x .270 FIN WEATHERSTRIP, .187 x .200, FIN BALANCE TAKE -OUT CLIP SIL1C011 GLAZING SEALANT SSB 3132" ANNEALED GLASS DSB 1/8" ANNEALED GLASS SSB & DSB GLAZING BEAD 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 3/16" GLAZING BEAD l8 x 1.000 QUAD PAN HEAD SMS 1" x 1.5" OPEN CELL FOAM PAD SCREEN ASSEMBLY SASH SIDE .562 RAIL EXTRUSION .050 7r. INDUSTRIES Drawn By: F.K. 1070 TECHNOLOGY ORNiE P.O. BOX 1529 NOKOMIS, FL 54275 NOKOMIS. Fl. 34274 Revad By: F.K. PGT # 62703 62704 62705 6534521 6534522 6534523 6534524 66387 42800 7834PA 6TP249 71096 7858 61062 67919 7121 UM 62899 65200 65196 781 PO .926 1.187 Dote: 8/31/1 Date: 4/ 18/01 Serie /Model: SH- 4000 VENDOR 6663-T6 6063 - T6 6063 - T6 6063 - T6 6063 -T6 6663-T6 6063 - T6 6063-T6 PCT SPENCER OR = TEAM PLASTICS MINIATURE DIE CASTING SPENCER OR = CALDWELL TEAM PLASTICS SCHL EGEL CALDWELL DOW, GE OR EQUAL FLORIDA SCREEN OR = FLORIDA SCREEN OR = SPENCER OR = Revisions: REDRAWN Scale: Sheet: NTS 7 e18 PRODUCT REVISED acomplyingwith Ike Florida Balding Code Acceptance No Expiration Date Dy Mudd Dade Product Comm' Dirkina APPROVED AS COMPLYING NTH T}1E 9:1R/1 FLORIDA BUILDING OM DATE 51 a, Zoe I BY ISk,' 1. LL.,t,d.. PRODUCT CONTROL DIVISION {WILDING CODE dOMPtLWCC OFFICE Ate -O KEN° 0 I— o3 I C. 16 VENDOR # 534521 534522 534523 534524 AF -6387 TP -249 PGT.214. XX FS7826 -187 FS7919 -187 05-200 05 -196 Description: PROFILES & PARTS LIST Title: ALUMINUM SINGLE HUNG WINDOW (TG -A) Drawing No. 2736 Rev: A L TYPICAL HEAD CONFIGURATIONS 2 x WOOD BUCK .250 MAX. • • , 1 1.250 1 :0 PANHEAD OR PANHEAD #10 PANHEAD OR #12 PANHEAD TYPICAL SILL CONFIGURATIONS NOTES; 1.) REFERENCE TEST REPORTS: FTL -2959, FTL- 2960. FTL -2961, FTL -2962, FTL -2963, FTL -2964 Robert 1.! Cla }k, P.E. 2.) ANCHORS ARE 110 SCREWS OR 3/16" TAPCONS. ( #12 SCREWS MAY BE USED INSTEAD) PE� X39712 3.) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING RA ' !L ' ructural MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL. r .250 I MAX. 1 t 1.250 2 x WOOD BUCK INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 TYPICAL JAMB CONFIGURATIONS Description: Tills: Drown By: F. K. Series /Model: P.O. BOX 1529 NOKOMIS. FL 34274 SH -4000 #10 PANHEAD OR #12 PANHEAD .250 MAX. 1.250 PRODUCT REVISED to complying with the florid* Bidding Code Acetylene: No 02.-602-0Z Eapiratioo Datfi By Mia Dade Prod uct Cootrol Divieloo Revsd 17y: Dale: Revisions: F. K. 8/31/1 REDRAWN Dote: 4/18/0 ANCHORAGE DETAILS 1.250 ALUMINUM SINGLE HUNG • f- a 1 x WOOD BUCK • d • WOOD B JCK • APPROVED AS COMPLYING W'TH Ti1E 90Uff1 F O DA BUIL 000f DATE S @f ?EMO1- 3 ,_2,00 BY , S i "" I • A., PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1— O SI C• 10 WINDOW (TG -A) Drawing No. Rev: NTS 8 a 8 2736 A TYPICAL HEAD CONFIGURATIONS 2 x WOOD BUCK .250 MAX. • d • 1.250 0 PANHEAU OR � ' 2 PANHEAD /10 PANHEAD OR /12 PANHEAD NOTES: 1.) REFERENCE TEST REPORTS: FTL -2959, FTL- 2960, FTL -2961, FTL -2962, FTL -2963, FTL -2964 Robert 1- Cla }k. P.E. 2.) ANCHORS ARE /10 SCREWS OR 3/16" TAPCONS. (/12 SCREWS MAY BE USED INSTEAD) PE #39712 3.) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING RA/C rllctural MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL. .250 ` MAX. — F T 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS INDUSTRIES 1070 TECHNOLOGY DM/ NOKOMIS. FL 34275 TYPICAL JAMB CONFIGURATIONS Drown By: Description: Titre: /10 PANHEAD OR /12 PANHEAD F. K. .250 MAX. PRODUCT REVISED as Com plying with the Florida Bolding Code Amylase: NoOZ- O ?O Z.02 Eapiratioo Date_ 0 By Mia Dade Product Cootrvl Divleioa Revsd O: Dale: Revisions: F. K. 8/31/1 REDRAWN Dore: 4/ 1 8/0 1 Series /Model: P.O. BOX 1529 NOKOMIS, FL 34274 SH - 4000 ANCHORAGE DETAILS 1.250 1.250 • A A NTS 8 a► 8 4 1 x WOOD BUCK e • • 2 x WOOD BJCK APPROVP.D AS COMPLYING MOTH THE 90U1H f10R0A BUILDING 000! DATE 5@rIEM6rr.3Q2 BY 15M,1 I . (.G, H a., PRODUCT CONTROL DIVISION BUILDING 000E COMPLIANCE OFFICE ACCEPTANCE NO C 1— Os/'.10 ALUMINUM SINGLE HUNG - WINDOW (TG -A) 2 736 Rev: F.I. P. 01/2" NO ID. F.R. NO ID. BLOCK 'K.__ 150.00' CORNER N F.I.P. 01/2" NO ID. x 0 y N — x -. co s. V 9 0. 20' `'S, 10.04' 10.11' 1 O SEPTIC TANK O 1:1) 0.10' NE. 96th STREET (EASTBOUND) 22' PAVEMENT O.E.L. 50.00 - -- 8.4' PAVEMENT / 15' ALLEY GARAGE F.E. =8.97' �9. sr q F.I.P. 01/2" NO ID. U.P. NO ID. PROPERTY ADDRESS: 530 NE. 96th STREET, MIAMI SHORES, FLORIDA LEGAL DESCRIPTION LOT 9 OF MIAMI SHORES SECTION No.2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. / li /I /2 /3 .. ARM I 4 3 z /48.1 0 /3 /9 20 so /0 9 /6 /6 /7 7 /B N E1 - " 4 /9 20 2/ f ^� ti 222 — s SO� Z t . o QC weio 22 23 24 IL II IS /0 /6 6 9 7 6 S /9 4 10 3 1I 0 1 71819 20 GI2223 Sb / ST, so s� 7 6 4 5 2 I • W L3 /4 ti CERTIFIED TO: - MICHAEL MEYER -RAPID TITLE SERVICES - ATTORNEYS' TITLE INSURANCE FUND, INC. -BANK OF AMERICA, N.A, its successors and /or assigns NOTES: - LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. - NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. - THIS DRAWING IS THE PROPERTY OF A. FIORE AND ASSOCIATES. INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES, INC. - ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI-DACE COUNTY BENCHMARK No.N- 603 -R: LOCATOR No.3250SW: ELEVATION =8.11' 1110100j 9 , 7,12°I2/ 11 ?- LOCATION SKETCH N.T.S. , IN BLOCK 54 , AT PAGE 37 L Oe kM w `'`�, as ►rlo mi FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 -17 -95 COMMUNITY No: 120652 PANEL 0093 SUFFIX: J ZONE: X BASE FLOOD ELEVATION: /1/4.///4 FIORE AND ASSOCIATES, INC. LAND SUR LAND 921 S.W. 122nd Avenue, Miami, Florida PH. (305) 221-3040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 C17 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. SCALE: 1"=20' I DRAWN BY: F.A.L. /A. T. PLANNERS 33184 -2406 /O ANTONIO FIORE, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA N O m J N z In s W Wia Zrj 4.1 yI W J Z W tJ y t Z Z J W V J = F H Z iZ G' U Z U U 1.) W O N. Y• N N N N a ir I z w y C7 6 W r o 1 P >� W VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR 1 REFERENCE: 09 - 04 FIELD BOOK: 05 — 0555 DATE: 05 — 03 — 05 F.R. NO ID. BLOCK CORNER N 150.00' F.I.P. 01/2" NO ID. F.I.P. 01/2" NO ID. —x x O cNi _ 10.04' 5 . 9. 0.20' mss, 10.11' 0.10' —x-0 1 NE. 96th STREET SEPTIC TANK (EASTBOUND) 22' PAVEMENT 2.6' h 11.5' ' ri •• 14.4' CO LO N GARAGE F.E. =8.97' c O.E.L. - ' - 8.4' PAVEMENT 15' ALLEY F.I.P. 01/2" NO ID. U.P. F.R. NO ID. PROPERTY ADDRESS: 530 NE. 96th STREET, MIAMI SHORES, FLORIDA LEGAL DESCRIPTION LOT 9 OF MIAMI SHORES SECTION No.2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 , AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. • VV t1 4 0 44 7 q , , /2 /x/91021 122 . /4B. / S�J /7 O SD /1 /9 L.(IJO 7 /B 6 /9 S 20 4 2/ 22 25 S0 m' z U s' MIS ti so /4. /S ct 9B A /6 CERTIFIED TO: - MICHAEL MEYER -RAPID TITLE SERVICES - ATTORNEYS' TITLE INSURANCE FUND, INC. -BANK OF AMERICA, N.A, its successors and /or assigns NOTES: —LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS NMICH MIGHT BE REFLECTED IN A SEARCH OF 7111E TO THE SUBJECT LANDS. — NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. —THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. — THIS DRAWING IS THE PROPERTY OF A. FORE AND ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES, INC. — ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI —DADE COUNTY BENCHMARK No.N- 603 —R; LOCATOR No.325OSW; ELEVATION..6.11' /7 S 4MO 3 C L ■ �s+cst M0 EC ro -( 4 3 z l; %/f 9 C 7 7 6 /B 19 S 20 4 L/ 22 23 /3 /4IS/6/7 II )5 2 4 LOCATION SKETCH N.T.S. LAND SUR\/EYO LAND 921 S.W. 122nd Avenue, Miami, Florida PH. (305) 221-3040 I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 427.027 FLORIDA STATUTES. , IN BLOCK 54 3a /2 A. FIORE AND ASSOCIATES, INC. PLANNERS 331 84— 2406 /3 /4 FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 -17 -95 COMMUNITY No: 1 20652 PANEL 0093 SUFFIX J ZONE: X BASE FLOOD ELEVATION: / ID J ANTONIO FIORE, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA SCALE: 1 "= 20' I DRAWN BY: F. A.L. /A. T. I REFERENCE: 09 I FIELD BOOK: 05 N O O N z z V1 W ce VALID COPIES OF THIS £URVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE: 05 -03 -05 REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROPOSED SINGLE FAMILY RESIDENCE MIAMI SHORES, FLORIDA MARCH 2004 Prepared for: MR. MIKE MEYER MIAMI SHORES, FLORIDA WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 WINGERTER LABORATORIES INC. i Engineering Testing and Inspection Service Established 1949 No. 1 Mr. Mike Meyer 230 N.E. 102n Street Miami Shores, Florida 33128 Attn: Mr. Mike Meyer Dear Mr. Meyer: March 11, 2004 • RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Single Family Residence 530 N.E. 96`" Street, Miami Shores, Florida WLI Order No. 04 -1202 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 March 3, 2004. 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 a proposed two (2) story single family residence at the subject property. Two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, were performed at the site on March 9, 2004 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 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 Mr. Mike Meyer Order No. 04 -1202 Page 2 A review of the test boring logs indicates that the site is generally mantled by clean, light to dark colored loose sands present in the first 3 to 4 feet of depth, underlain by a soft sandy limestone formation extending throughout the mximum 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 6 feet below existing grade. 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 soils conditions can provide adequate support for the proposed residence if founded upon shallow foundation system proportioned for a maximum allowable soil bearing capacity of 2,500 pounds per square foot. At this bearing pressure, the anticipated total settlements are expected to be 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 residence 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. Shallow foundation system shall consist of either shallow spread footings or a monolithic slab on grade with thickened edge footings. Footings shall have a minimum width of 24 inches for square, rectangular or continuous 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. Thickened edge footings for a monolithic slab shall have a minimum width of 24 inches and a minimum thickness of 10 inches. 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. Mike Meyer Order No. 04 -1202 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: • • Mr. Mike Meyer Order No. 04 -1202 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. Respectfully submitted, WIN R LABO Rafael M. Pina, P.E. Florida Registration No. 50771 enc: Appendix A: Test Boring Logs Appendix B: Test Location Sketch P -35 /Time Charges: Engineering: LS 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 20 25 Page A- 1 • " MULTIPLE BORING PROFILE(SUMMARY) Proposed Single Family Residence B -1 egilwm ��ov& rYYYi rNYIlY MYr11111F 11•MNwl1 zo :o: 1 =ooQ YHfi1Y 1iYlicii !l1N6l11D n11w�� 1l11wm es =tea ciao& rNYPM11 MNr MINIM= SR1le! ZCos= Soso: 11000 11<YIiYY 111N0l1M 1Rw�w nRIPEP! 1l11ROC es:1113n bMoo& rYfr11 1 0 10 20 B -2 1 . } 10 12 12 4 • • — — 15 — 20 0 10 — 25 • • • WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Mr. Mike Meyer PROJECT: Proposed Single Family Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: CMS DEPTH TO WATER: 6.0' BORING NO.: B -1 EILEVATION: - DATE STARTED: 3 -9 -04 DATE COMPLETED: 3 -9 -04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ai oo =u rYwrrl alYY aYY W10111•101111111 IrrMrrM Iwwwwwl er•rwza 00[1i0a1 vilDOQ 1 rYra<w1Y11 friYHYYY ■w Mww Ml +rinww�w rwcnnmw Ewe1t•101 aw00i0 ••••1 WYYI•rY rl.M•w•M .una13 000f:0IlI 0111311121:111X12 wrYII r iY aVYY Iw•••rl ww +rw iwewwmw a.un 01 0rr0i0 - ---al 11111111111-011161 SIlM 1 �rrwwwlM 0wrwwl c -s- O C0LIt0II1 v =aoQo ■•••• TwwwIFN• ii wwt•w■ ewmm11 Lu mt. 01 6 4 25 26 — 27 28 — 29 — 30 — 31 32 — 33 — 5 5 4 4 5 5 10 4 6 4 6 6 8 12 8 6 6 5 4 5 This information pertains on SOIL DESCRIPTION Dark gray to dark brown silica SAND Tan LIMESTONE and 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 -2.0 2.0 -3.0 3.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N 2 6 9 10 10 20 9 N -value CURVE 10 30 50 70 90 ly to this boring and should not be interpreted as being indicative of the site. • (305) 944-3401 1-800-345-SOIL Miami, FL 33181 WINGERTER LABORATORIES, INC. Page A -2 • • • WINGERTER L W ABORATORIES INC. Profs ssionni Engineering & Testing TEST BORING LOG CLIENT: Mr. Mike Meyer PROJECT: Proposed Single Family Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: CMS DEPTH TO WATER: 6.0' BORING NO.: B -2 ELEVATION: - DATE STARTED: 3 -9 -04 DATE COMPLETED: 3 -9 -04 DEPTH (feet) 0 — 2 — 3 4 — 5 — 6 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 17 — 21 22 23 24 26 27 18 19 20 — SOIL SYMBOLS, AND BLOWS PER SIX INCHES a.c0e0 W r • 1\r Yl YY eYY MN•r••/ rlrM • O•111 wMwwwl arOOZO MiMMIL c�• i slnw sww MM•••eI- Iwirinmw Ewellr]al a rao :Y r1Y rrYl YleYY NI IrwMMr N PwMww•l ar00=0 OYYLYLI c° wwa 7lewlslAw rlw••■■l ago �o YNYrr YI rrYr•Y •wrrrlNl r wMMIrM /wwwwwl CENCIIIMECI aaouY:r LYrrel Nl .011.1111.11W111 T wrrw I Mwlew 1 wl ies • irim ! oonr I 25 — 28 — 29 30 — 31 — 32 — 33 — .�..:. 3 3 • 4 3 2 1 3 4 5 6 8 10 6 4 6 7 7 5 4 7 5 7 8 4 6 8 8 SOIL DESCRIPTION Dark gray silica SAND with trace fragmented limestone (fill) Dark tan silica SAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 SAMPLING INTERVAL 0.0 -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 3 11 10 12 12 14 10 30 50 70 90 • N -value CURVE This information pertains only to this boring and should not be interpreted as being indicative of the site. North • (305) 944 1 • Miami, FL 33181 WINGERTER LABORATORIES, INC. Page A -3 • Symbol Description Soil symbols Sand Misc. Symbols Soil Samplers Fragmented limestone and sand Limestone with some to trace sand Sand with some to trace limestone Water table at boring completion Standard penetration test LEGEND (305) 944 -340th Street 1-800-345-SOIL Miami, FL 33181 WINGERTER LABORATORIES, INC. APPENDIX B TEST BORING LOCATION MAP & SKETCH NORTH SHORE co , MED CTR / ® 92nd St s( P'91 st • 90th Sta al ^ rc 6 9rhSto 1 �t r` - '� 75th ;!t 63 rd 6200 1 t th 78th St •> 77 th rd Sr: • EQ M BA E11*TtfU■■ • 0th . En IL 4 ,sz 69th I , - -'�B�h er ^ t — h a St '167 i �I W.:44 "' !163 8;711 s l lAknr �7'/� .85th — — � �.u; =_• �I p;>;84 th'Ter St ` 84th Ter � Sid Ci 1 l 83 ra 1 } ME St •� c �' . 1 82n � er L '•82nd Ter cam, a� .' v �.� ' - �r� -- i- 61 st 60 s s 59th 86th a85th a ! t > 184th B4mrr - . 184 th AkLA ES N Aft o 83fd 1 TEST BORING LOCATION MAP ..�■;�ae �iit 932 rias ? -■�■ t 11111101st CJ!l�lt!1` .� ri s' u�■� �1 11211 IIt �(�� 00th I ®— 100th • t ©�� 5 . �99 thth I�rNCINI1I1 ®����ts� C o 1l i { If st � �U �517E�� ■■ 1 I L L ai12511111 r fltrVin i 1 9 rd c c 1 w�lt� lid 1 92 d l ® ®■ 9 �, -1111®1,'! �OIE�.a0 I..■N�3,¢ Off 90th � , �, r 89th • �1sti� j • �■ - Ci+ ►471 IMIN IIIMVX _87 cc ( 'ia ' • S I Gt j a. rd °c' ige I ;./32 PREPARED BY: g. DATE: %y WINGERTER LABORATORIES INC. North Miami. Ftonda 33261-1529 C Mr. Mike Meyer Proposed Single Family Residence 530 N.E. 96 Street, Miami Shores, FL Page: B -1 1 ° • TEST BORING LOCATION WINGERTER LABORATORIES Drawer L. North Miami. Florida 33261-1529 TEST BORING. LOCATION SKETCH IS O 8 PROPOSED POOL 75 , Op FV �/IRCN PROPOSED . -STORY RESIDENCE Pa ON r DRIVEWAY 992 9.F .. . - MOIY! y POOL DECK OPEN TERRACE Nalo T 1050 GAL S FRONT AREA 1290 9F E PREPARED BY: RA DATE: "6/ / J Mr. Mike Meyer Proposed Single Family Residence 530 N.E. 96 Street, Miami Shores, FL Page: B -2 i &fay *" � BU ILDING PERMIT No.: Project Name: ReS/Nee ALL WEATHER � /�,� (' INSULATION Job Address: 5.3o N. £• 7 / / /�ea�'►i Thickness: inch(es): R.30 ❑ / R.19 I� n 7.- Ceilling Insulation: / R. ❑ 6.1/2" ♦IG 5.4" ❑ Thickness: ❑ inch(es): n Company Name Lot Block SANTA ROSA ALL WEATHER INSULATION 6130 N.W. 74 AVE. Miami, FL 33166 (305) 592 -5249 592 -9615 Fax: 592 -0925 Toll Free: 1-800-879-5915 =1 < STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good contruction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) Yes No R -3 ❑ R-4.1 CELL ❑ / OTHER ❑ R -5 ❑ FI -FOIL LY ENERGY n 1.- Exterior CBS walls insulation: R -5.a ❑ (Min.); Material: BATTS ❑ SHIELD ❑ 3/4" ❑ 2.9 ❑❑ / ❑ DOW SUNCOAST [ 1Z Thickness: N/A S inch(es): Density: WA �' Ib /ft Mfgr: MAINVI I Fl R1 MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R -11 (Min.); CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9 -17, latest edition. These "minimums levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. Fl 6.- Above deck type ROOF INSULATION: R. ❑ (Min.); Material: R. ❑ ❑ 1I R. ❑ ❑ I Fl 2.- Exterior Frame /Metal Stud Walls: R.11 ❑ (Min.); Material: FIBERGLASS BATTS ❑ i ! ❑ 6 ❑ ❑ OTHER 11 ❑ ❑ ❑ ❑ Thickness: 3-1 /2" ❑ inch(es): Density: ❑ Ib /ft Mfgr: MANVILLE ❑ 11 R.3 ❑ SPRAY CELLULOSE 11 R.5 ❑ FI -FOIL [ ■ Fl 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: [ 3/4" ❑ 2.9 ❑ SUNCOAST 1 I ❑ ❑ FI -FOIL 11 Thickness: ❑ inch(es): Density: ❑ Ib /ft Mfgr: 11 � ❑ VI 4.- Interior walls separating NC from non-NC spaces insulation: R. 11 Ve' /(Min.) ❑ ❑ ❑ / .6 l- 0 Material: FIBERGLASS BATTS : Thickness: 3.1/2" [Y inch(es): Density: [ Ib /ft Density: Ib /ft Mfgr: FIBERGLASS BATTS [/ BLOWN -IN FIBERGLASS ❑ (Min.); Material: / BLOWN -IN CELLULOSE ❑ 6 @' MANVILLE II 2.9 ❑ SUNCOAST ❑/ Density: ❑ Ib /ft Mfgr: CERTAINTEED [� 1 NOTE: Densities of sprayed -on, loose fill, or any other composed -on site insulation shall be the P.C.F. (Ib /ft average of three (3) "DRY SAMPLES" of actual installation. Insulatio ipactor t uro Installed by: Santa Rosa All Weather Insulation Insulation Company Name Insulation Contractor CC #: 000018264 / 89- 5305 -I -X Certified on: 3C 2200 G.C. /Builder: Building Contractor CC #: Certified on: Date Date G.C. /Builder's Signaturo � j �� BUILDING PERMIT, ii// ' Project Name: ALL WEATHER (, j N ,. . , \' INSULATION Job Address: ✓ , STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good contruction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) Yes,No n r.. Lot Block Installed by: Santa Rosa All Weather Insulation Company Name SANTA ROSA ALL WEATHER INSULATION 6130 N.W. 74 AVE. Miami, FL 33166 (305) 592 -5249 592 -9615 ✓ �� Fax: 592 -0925 Toll Free: 1-800-879-5915 R-3 ❑ R -4.1 I3 QELL 0 / OTHER ❑ R -5 ❑ FI. OIL ENERGY 1.- Exterior CBS walls insulation: R -5.4 ❑ (Min.); Material: BATTS ❑ SHIELD ❑ 3/4" ❑ 2.9 ❑ I ❑ DOW SUNCOAST ❑ ❑ 0.6 ❑ FI -FOIL [ Thickness: N/A t inch(es): Density: N/A Ib /ft Mfgr: MAINVILLE n R. ❑ ❑ ❑ R. ❑ 11 1 2.- Exterior Frame /Metal Stud Walls: R.,1 u (Min.); Material: FIBERGLASS BATTS ti I : ❑ 6 ❑ ❑ OTHER [1 ❑ ❑ CI 0 Thickness: 3-1 / ❑ inch(es): Density: ❑ Ib /ft Mfgr: MANVILLE ❑ 0 R.3 ❑ SPRAY CELLULOSE ❑ R.5 ❑ FI -FOIL 0 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: C1 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI -FOIL C1 Thickness: ❑ inch(es): Density: ❑ Ib /ft Mfgr: ❑ n 4.- Interior walls separating A/C from non -A/C spaces insulation: R. 11 (Min.) V. ❑; ❑ ❑ Material: FIBERGLASS BATTS : Thickness: 3.1/2" L3 inch(es): Density: ❑ Ib /ft El E(5.- MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R -11 (Min.); CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9 -17, latest edition. These "minimums levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. 6.- Above deck type ROOF INSULATION: R. ❑ (Min.); Material: Thickness: inch(es): Density: Ib /ft Mfgr: iii R.S0 -0 FIBERGLASS BATTS L R.19 E BLOWN -IN FIBERGLASS ❑ 0 n 7.- Ceilling Insulation: (R. ❑ (Min.); Material: BLOWN -IN CELLULOSE ❑ 6.1/2" Ef 6 l MANVILLE 5.4" ❑ 2.9 ❑ SUNCOAST Thickness: ❑ inch(es): Density: ❑ Ib /ft Mfgr: CERTAINTEED 8.- NOTE: Densities of sprayed -on, loose fill, or any other composed -on site insulation shall,beitt1! P.C.F. (Ib /ft average of three (3) "DRY SAMPLES" of actual installation. Insulation Company Name Insulation ractor Signatura. • Insulation Contractor CC #: 000018264 / 89- 5305 -I -X Certified on: G.C. /Builder: bate r G.C. /Builder's Signature Building Contractor CC #: Certified on: Date ALL WEATHER INSULATION STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good contruction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) R -3 ❑ R- 4.1.INf"' QELL ❑ OTHER ❑ R -5 El FI -FOIL ENERGY n 1.- Exterior CBS walls insulation: R -5.4 El (Min.); Material: BATTS ❑ SHIELD ❑ Yes No ❑ 4.- Interior walls separating A/C from non-NC spaces insulation: R. 11 FIBE RGLASS BATTS t?I 3. 1/2" L� ` lb/ft Material: • Thickn inch(es): Density: n TififirrAl BUILDING PERMIT No.: SANTA ROSA ALL WEATHER INSULATION 6130 N.W. 74 AVE. Miami, FL 33166 (305) 592 -5249 Project Name: " ` 592 -9615 Fax: 592 -0925 Job Address: Toll Free: 1- 800 -879 -5915 3/4" ❑ 2.9 ❑❑ ❑ DOW SUNCOAST V Thickness: N/A et�� inch(es): Density: N/A lb/ft Mfgr: MAINVIL ❑ R. ❑ ❑ ❑ 2.- Exterior Frame /Metal Stud Walls: �.++ (Min.); Material: - "FIBERGLASS BATTS � ° ❑ 6 ❑ 0 OTHER ❑ ❑ ❑ CI ❑ Thickness: 3-1/2" ❑ inch(es): Density: ❑ lb/ft Mfgr: MANVILLE ❑ ❑ R.3 ❑ ) SPRAY CELLULOSE ❑ " 13.- Exterior solid concrete walls: R. El (Min.); Material: FI -FOIL 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI -FOIL ❑ Thickness: ❑ inch(es): Density: ❑ Ib /ft Mfgr: ❑ 5.- MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R -11 (Min.); CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9 -17, latest edition. These "minimums levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. / ❑ 12 Above deck type ROOF INSULATION: R. ❑ (Min.); Material: Thickness: inch(es): Density: lb/ft Mfgr: R.30 t7 " / FIBERGLASS BATTS R.19 E'! BLOWN -IN FIBERGLASS ❑ 7.- Ceilling Insulation: R. ❑ (Min.); Material : BLOWN -IN CELLULOSE ❑ 6.1/2" 6 air MANVILLE Cl 5.4" ❑ 2.9 ❑ SUNCOAST L7/ Thickness: ❑ inch(es): Density: ❑ lb /ft Mfgr: CERTAINTEED CAS '-'1" 8.- NOTE: Densities of sprayed -on, loose fill, or any other composed -on site insulation shallbgytie P.C.F. (Ib /ft average of three (3) "DRY SAMPLES" of actual installation. j ;r Installed by: Santa Rosa All Weather Insulation Insulation Company Name Lot Block 11.161 X 4"1 Insulation b2Aractor Signajr Insulation Contractor CC #: 000018264 / 89- 5305 -I -X Certified on: G.C. /Builder: Company Name Building Contractor CC #: Certified on: Date G.C. /Builder's Signature ri , 4 .i + ...� S i. . i .) ri