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HomeMy WebLinkAbout1207-1211 W 16 Stx '.r CITY OF SANFORD BUILDING & FIRE PREVENTION 4if, ji a qgj PERMIT APPLICATION 7 lV& Application No: O -/ — 5 ] 4 Documente Construction Value: $ Job Address: ' / � 0 -7 � /) // • LJPS / l6 r'slierf Historic District Yes 13' No Parcel ID• 6 Description of Work: int Plan Review Contact Person:'/ ( Phone: � O) 7 7 /-6 yi 5� Zoning. 01''A -W 91'51WWAI 194 Fax: (y0 % 2 0D - 077 0 E-mail: Title: _ Property Owner Information Name Crl'c ' en- **7 Phone: I y1o7. 3d3- ly s y Street: 5 s .11,V e . Resident of property? City, State Zip: 57,1 t7/c/, rl e Contractor Information Name 46flI ✓rell Street: 1135 1,5 /+ / 1 srC •� City, State Zip: 54, oi- / i f -I •3,2 / 7 Pbone: YO 7 3,)3 - l9!5 Fax: � I?5'S��D 770 State License No.: t Architect/Engineer Information" . / Name:/L< "t -f SP ' Street: 531 or 5141,1C O�X 5 City, St, Zip: j f texto iC SDr;.io S (13,27/ y Bonding Company: Address: Phone: (qD7 o� ?0 " 2 7 9 ! Fax: (yfl2_2T O - '� i�3 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit le/,..,..�.:,, r., A� c ! �j Square Footage: 2% � (,� Construction Type: /UPui ' '" No. of•Stories: s �v No. of Dwelling Units: Flood Zone: Electrical 9P/'_ ' r Pluriibing ltd' New Service - No. of AMPS: New Construction - No. of Fixtures: 7 Mechanical 8'(/Duct layout required for new systems) Fire Sprinkler/Alarm 'O No. of beads: application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT•IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FFk1ST • INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTiLE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. L==Z I Iz ILA Signature of caner/Agent Dat tr t C, G_ V-C.C, 0 Print Owner/Agent's Name ignaturc o otary- tate of Florida Date Owner/Agent is Produced IU \\�\��`1tll�lrr►ri� \\O�j �U i1b1.S Persona �d# lawn"t6N, Type 450 • �c APPROVALS: ZON E N G T N E E°:Ss i w w.00 _rd ..,31 COMMENTS: Jill., Rev 11.08 FIRE: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Jan 27 09 11:15a James Hurley 407-831-2280 P.1V 5f FORM 60OA-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIEN Y CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: GREEN DUPLEX 41bdrm Builder E & G Address: West 16th Street Permitting Office: Samford City, State: Sentcrd, FL 32771- Permit Number. Owner. Eddie Green Jurlsdittion Number. IClimate Zone: Central I.New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family a. Central Unit Cap: 36.0 kBtulhr 3. Number of units, if multi -family 1 _ I SEER: 13.00 _ 4. Number of Bedroom8 _ b. Central Unit Cap: 36.0 kBtu/!tr _ S. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (A') 2806 A' _ c. NIA _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if Hart default) I _ a U -factor. Description Arca- _ 13. Heating system (or Single or Double DEFAULT) 7aa(Sngle Default) 236.9 fl' a. Electric Heat Pump Cap: 36.0 kBtwhr b. SHGC: HSPF: 8.20 - (or Clcar or Tint DEFAULT) 7b. (Clear) 236.9 ft' _ b. Electric Heat pump Cap: 36.0 kBtu4w _ 8. Floor types HSPF: 8.20 _ a. Slab -0n -Grade Edge Insulation ".0.229.0(p) fl _ c. N/A b. NIA - I e. N!A _ 19. 14. Hot water systems Wall types a Electric Resistance Cap: 50.0 gallons _ a Concrew. Int Insul, Exterior R-4.1, 792.0 R' _ EF: 0.90 _ b. Concrete, lot Insul, Exterior R=4.1. 936.0 R' _- b. Electric Resistance Cap: 50.0 gallons i c. RIA EF: 0.90 = d NtA _ c. Conservation credit _ c. NIA (HR -Neat recovery, Solar Ceiling types _ DHP Dedicated heat pomp) I10. a. Under Attic R=30.0, 2906.0 fl' 115. HVAC credits CF, _ b. MA _ (CF-Ccibng fan, CV -Cross ventilation, NiA HF-MTote house ran, ic. 11. Duces = PT -Programmable Tbermomat, a. Sup: Unc. Ret: line. AH: Interior Sup. R-6.0,140.0 A MZ -C -Multizone cooling, b. N/A = MLH-Multizone heating) Glass/Floor Area: 0.08 SS Total as -built points: 39782 PASS Total base points: 425003 I 1 hereby certify that the plans and specifications covered by I Review of the plans and this calculation are in compliance with the Florida Energy speaficiftris covered by this Code. calculalion indicates compliance PREPARED BY:�` -O � e-aq vAth the FWidEnergy Code. Before oa completed DATE: I this building will be inspected for I hereby certify that this building, s designed, is in compliance compliance wfth Section 553.908 with the Florida Entergy Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: -s� '' : ` DATE: I Predominent glass type. For actual glass type and areas, see Stmtmm & Winter Glass output on pages 284. EnergyGaugeO (Version: FLRCPB v4.5.2) Jan 27 09 11:16a James Hurley 407-631-2280 P.1ti ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.9 The higher the score, the more efficient the home. Eddie Green, West 16th Street, Sanford, FL, 32771- 1. New construction or existing New -12. Cooling systems 2. Single family or multi -family Multi -family -a. Central Unit Cap: 36.0 k8tu hr _ 3. Number of units, if multi -family I _ SEER. 13.00 _ 4. Number of Bedrooms 8 _ b. Cenral Unit Cap: 36.0 kBtu/hr _ 5 Is this a wast case? No _ SEER: 13.00 _ 6. Conditioned floor area (W) 2806 Rs _ c- N/A _ 7. Glass type l and area: (Label regd. by 13-104.4-5 if not dcfbult) _ a U -factor: Description Arca 13. Heeling systems (or Single or Double DEFAULT) 7a(Snglc Default) 236.9 R' _ a. Electric Heat Pump Cap: 36.0 kl3tu/lw _ b. SHGC: HSPF: 8.20 _ (or Clear or Tint DEFAULT) 7b. (Clear) 236.9 fe _ b. Electric Heat Pump Cap: 36.0 k8tu4tr _ 8. Floor types HSPF: 8.20 a Slob -0n -Grade Edge Insulation R-0.0. 229.0(p) ft _ c. N/A _ b. NIA e. NIA _ 14. lot %wafer systems 9. Wall types a. I:loetric Re sistsncc Cap: 50.0 gallons _ a Concrete; int Imul. Exterior R-4.1.792.0 03 _ EF: 0.90 _ b. Concrete, lot Instil. Exterior R=4.1. 9X0 II' _ b. Electric Rcsistanee Cap: 50.0 gallons _ c. WA _ EF. 0.90 _ d. NIA _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP-Ocdicotad heat pump) a. Under Attic R=30.0.2806.0 D' _ 15. HVAC credits CF. _ b. NIA _ (CF -Ceiling ran, CV -Cross ventilation. c. NIA _ Hr WMIe house fact 11. Ducts PT-Pmgrartmrable 7bermonat. a. Sup: L'nc. Ret: Unc. AN: Interior Sup. R=6.0.140.0 R _ MZ-GMoltizone cooling, b. NIA _ MZ41i-Multizow beating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through dee above energy saving features which will be installed (or exceeded) in this home before foal inspect' o . Otherwise, a new EPL Display Card will be completed based on installed Code h res. _ Builder Signature: Date: ✓ Address of Kew Home: h City/M Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE Energy.Starl"designarion), your home may qual h- for energy efficiency mortgage (EEA9 incentives if you obtain a Florida Energy Gouge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the EnwV Gauge web site at www.fsea ucf edu for information and a list ofcertified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant gl= type. For actual glass type and area,, see Sommer R %Virm pus out con 2114. EtergyGauge® (Version: FRO v4.5.2) Jan 27 09 11:16a James Hurley 401-W1=ZZUU P.1* FORM 60OA-2004R EnergyGaugeO4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 32771- PERMIT 07 BASE BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points AS -BUILT 17815 5008 19680 42503 WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2460.00 19680.0 50.0 0.90 8 0.50 2514.67 1.00 10058.7 50.0 0.90 8 0.50 2514.67 1.00 10956.7 As -Built Total: 20117.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total I Points Points Points Points 17815 5008 19680 42503 14531 5133 20117 39782 E PASS EnwgyGauge"' DCA Form 60OA-2004R EnergyGaugeWFlaRES'2004R FLRCPS ".5.2 Jan 27 09 11:16a James Hurley 4U!-W1-Z2k$U p.14 FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 82771- PERMIT #: BASE AS -BUILT Winter Base Points: 9040.1 Winter As -Built Points: 10719.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AMU) (sys 1: Elechic Heat Pump 36000 blah ,EFF(8.2) Duc1s:Unc(S),Unc(R),bd(AH),R6.0 10719.7 0.500 (1.078 x 1.160 x 0.92)0.416 1.000 2565.5 (sys 2: ElecMC Heat Punp 36000 Mull .EFF(B.2) Duds: None 10719.7 0.500 (1.00 x 1.000 x 1.00) 0.416 1.000 2212.5 9040.1 0.5540 5008.2 10719.7 1.00 1.150 0.416 1.000 5133.0 EnergyGaugeTM DCA Form 600A -2004R Ene%yGauge91FIeRE52004R FLRCPS A.5.2 Jan 27 09 11:16a James Hurley 4U1-W1-ZZt$U P.1s FORM 60OA-2004R EnerNGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 32771- PERMIT tt EnergyGauge® DCA Form 60DA-20048 EnergyGaugeVRaRES'20D4R FLRCPS v4.5.2 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Onnt Len Hgt Area X WPM X WOF = Point .18 2808.0 9.11 4601.0 /.Singh. Clear N 1.0 5.0 30.8 15.07 1.00 463.0 2.Single, Clear N 1.0 5.0 32.0 15.07 1.00 480.0 3.Single. Clear E 1.0 5.0 40.8 12.37 1.01 510.0 4.Singte, Clear E 1.0 5.0 15.4 12.37 1.01 193.0 5.Single, Clear W 1.0 5.0 40.8 13.25 1.01 543.0 6.Single, Clear W 1.0 5.D 15.4 13.25 1.01 205.0 7.Single, Clear S 1.0 5.0 61.7 9.90 1.02 624.0 M49uilt Total: 236.9 3018.0 WALL TYPES Area X BWPM = Pants Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete. IM Insul, EYterbr 4.1 792.0 3.31 2617.6 Exterior 1728.0 2.00 3456.0 2. Concrete, Int Inwl, Exterior 4.1 936.0 3.31 3093.5 Base Tafel: 1728.0 3456.0 A94WAt ToUk 1728.0 5711.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 t.baerior Insulated 80.0 5.10 408.0 Exterior 80.0 5.10 408.0 Baso Total: BOA 408.0 As-Bul It Total: 80.0 408.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2808.0 0.64 1795.8 1. Under Attic 30.0 2806.0 0.64 X 1.00 1795.8 One Total: 2808.0 1795.8 As-BuiR Total: 2806.0 1796.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points stab 229.0(p) -1.9 435.1 1. Slab -On -Grade Edge Insulation 0.0 229.0(p 2.50 572.5 Raised 0.0 0.00 0.0 Base Total: -035.1 As43uIR Total: 229.0 572.6 INFB-TRATION Area X BWPM = Pants Area X WPM = Points 2806.0 -0.28 -785.7 2806.0 -0.28 -785.7 EnergyGauge® DCA Form 60DA-20048 EnergyGaugeVRaRES'20D4R FLRCPS v4.5.2 Jan 27 09 11:15a James Hurley 407-8-31-228U p•» FORM 60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 32711- PERMIT #: EnergyGeuge® OCA Form SOOA2004R Ener9yGauQeVRaRES'2004R FLRCPB v4.5.2 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM s Points Overhang Floor Area Type= Omt Len Hgt Area X SPM X SOF = Points .18 2806.0 24.35 12299.0 1.Single, Clear N 1.0 5.0 30.8 30.19 0.96 895.0 2.Single, Clear N 1.0 5.0 32.0 30.19 0.96 929.0 3.Singte, Clear E 1.0 5.0 40.8 63.97 0.95 2460.0 4.Single, Clear E 1.0 5.0 15.4 63.97 0.95 837.0 S.SbVle, Clear W 1.0 5.0 40.8 57.68 0.95 2235.0 &Single. Clear W 1.0 5.0 15A 57.68 0.95 8".0 7.Single. Clear S 1.0 5.0 61.7 48.22 0.92 2724.0 As -Butt Total: 238.8 110".0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacera 0.0 0.00 0.0 1. Concrele, Int Insul. Exterior 4.1 792.0 1.18 934.6 Exterior 1728.0 1.90 3263.2 2. Concrete. Int Insul, Exterior 4.1 936.0 1.19 1104.5 Base Tout 1728.0 3283.2 As -Built Total: 1726.0 2039.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.E3terlor Insulated 80.0 4.80 384.0 Exterior 80.0 4.80 384.0 Base Total. 80.0 384.0 As -Built Total: 80.0 384.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attie 2806.0 2.13 5976.8 1. Under Attic 30.0 2806.0 2.13 X 1.00 5976.8 Base Total: 2806.0 5976.8 As -Built Total: 2806.0 5976.8 FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 229.0(p) 31.6 42822 1. Slab.O 43rsde Edge Insulation 0.0 229.0(p 31.90 -7305.1 Raised 0.0 0.00 0.0 Base Total: -72822 As4l3uilt Totat 229.0 7306.1 INFILTRATION Area X BSPM = Points 1 Area X SPM = Points 2806.0 14.31 40153.9 2806.0 14.31 40153.9 EnergyGeuge® OCA Form SOOA2004R Ener9yGauQeVRaRES'2004R FLRCPB v4.5.2 Jan 27 09 11:16a James Hurley 407-831-1'180 PAZ FORM 600A -2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford. FL, 52771- PERMIT #: BASE AS -BUILT Summer Base Points: 54814.6 Summer As -Built Points: 52292.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AH(Y) (Sys 1: CnW Uric 3600V" .SEER/EFF(13.0) Duets:l4rc(S).Unc(i0.lnt(AM,Rs.0(NM 5=93 0.50 (1.09 x 1.150 x 0.90) 0.260 0.950 7255.7 (Sys 2: Central Unit 1600001uh .SEEWEFF(1&0) Ducts: None 52293 0.50 (1.00 x 1.150 x 1.D0) 0.260 0.950 7265.7 54814.6 0.3250 17814.8 52292.6 1.00 1.125 0.260 0.950 14531.4 EnergyGaugeTM DGA Foam SODA -20048 EnergyGaugeORaREV2004R FLRCPB v4.52 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 08100005 BUILDING APPLICATION #: 08-10000509 BUILDING PERMIT NUMBER: 08-10000509 UNIT ADDRESS: W. 16TH STREET 1207 & 1211 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: pq_ s74 DATE: December 04, 2008 36-19-30-300-031A-0000 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: ERIC GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: NEW DUPLEX REPLACING 1 SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1207 & 1211 W. 16TH STREET / NEW DUPLEX TO REPLACE 1 SFR -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 2.000 dwl unit 758.00 ROADS -COLLECTORS N/A Condominium* .00 2.000 dwl unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Condominium* 54.00 2.000 dwl unit 108.00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 CREDIT FEES. SCI LIBRAR Single Family Housing 54.00 1.000 dwl unit 54.00 - SCI ROAD ARTERIALS Single Family Housing 705.00 1.000 dwl unit 705.00 - AMOUNT DUE 107.00 STATEMENT RECEIVED BY: Gig �% -SIGNATURE: (PLEASE PRINT NAME) DATE: 42 - Q NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER'THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 OR CITY OF SANFORD PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Jfs t � D TAIL J LLIJs3 IGYM ST DAVID JoHNsoN. CFA, ASA 131A321312 336 � WS PROPERTY APPRAISER 29 33A 33D " aro 31,0 5MMINOLE COUNTY FL 7.q n-33 1101 E. FIRST ST 1 9 GANFoRa,FL32771.1460 87.0 8 407 -GM -7508 5.A + 38A38 35 4.0 VALUE SUMMi VALUES W( GENERAL Value Method Cost Parcel Id: 36-19-30-300-0310-0000 Number of Buildings Owner: GREEN EDDIE & GABRIELLE Depreciated Bldg Value Mailing Address: 2181 BRISSON AVE Depreciated EXFT Value City,State,ZipCode: SANFORD FL 32771 Land Value (Market) 9 Property Address: 1207 16TH ST W SANFORD 32771 Land Value Ag Subdivision Name: Just/Market Value 9 Tax District: S1-SANFORD Exemptions: Portablity Adj Dor: 00 -VACANT RESIDENTIAL Save Our Homes Adj Assessed Value (SOH) 9 Tax Estimatc 2009 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values County General Fund $25,584 $0 Schools $25,584 $0 City Sanford $25,584 $0 SJWM(Saint Johns Water Management) 1 $25,584 $0 County Bonds 1$25,584 $0 The taxable values and taxes are calculated using the current years working values and the prior years approved m SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 08/2008 07057 0869 $100 Improved No 2008 VALUE SUN WARRANTY DEED 11/2007 46880 0702 $27,300 Vacant Yes QUIT CLAIM DEED 05/2007 06747 1590 $100 Vacant No 201)8 Tax B 2008 Certified Taxable Val QUIT CLAIM DEED 10/2001 44206 1379 $100 Vacant No DOES NOT INCLUDE NON -AD VAL( WARRANTY DEED 06/199202435 0050 $100 Improved No WARRANTY DEED 01/1974 01025 0116 $8,500 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIF Land Assess Method Frontage Depth Land Units Unit Price Land Value FRONT FOOT & DEPTH 82 132 .000 325.00 $25,584 SEC 36 TWP 19 RGE 30 S 1/2 OF E f OF N 264 FT OF SW 1/4 OF NW 1/4 Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax pt, Ifyou recently purchased a homesteaded property your next ears property tax will be based on JusUMarket value. http://www.scpafl.org/web/re_web.seminole county_title?parcel=36193030003100000&... 12/12/2008 Permit No. oma•' Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111111111111111111111111111111111111111 it 111111111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07104 Pg 08461 U pg ) CLERK'S # 2008136858 RECORDED 12/12/2008 08142iROFIED COPY RECORDING FEES 10.00 RECORDED BY T Smith MARYANNE MORSE CLERK OF C RCUII FOURT LORIDA SEMI N LE OU 8Y0 o-F.'L 2008 1. Description of property: (legal description of the property, and street address if available) f'2.0-1 C., -r_4 r2 � 1 LCec5lr 1 U-1 1-1( 3in - JCJ - 50 - 300 - 031 A - o06o ) 2. General description of improvement: Nem I�eSi�le'40A C.ar>S-kvLAC-A; r,C-% D�k�l 12q 3. Owner information: Name: Eric - —C -tree o Address: %I 35 ISS- I've, 32-1-1 b. Interest in property: lXx Ve-K\pnt1� c. Name and address of fee simple tit hh r ``�� ocher than Owner): Name: Address: i?'1S l;'?Tl?DMII'd�T PI?PA�� �i: 4. Contractor Name: c. Address: 5. Surety Name Address: Phone number�Tl 323 -- I q $S b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.130)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART >y SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR=E WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner'sthorized Officer/Director/Partner/ManagerSignatory's Title/Office The foregoing instrument w acknowledged before me this day of(year) , by (name of person) as (type of autho 'ty, ... e.g. officer, trustee, attorney in fact) for (name of party led). ers SIIAONA FOLOORE MY COMMISSION # D0815173 (SEAT') EXPIRES August 17, 2012 gnature of Notary Pubic FWWNoteryflervice.com Personally Known OR Produced Identification _ V Type of Identification Produced L Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true'lo the best of my knowledge and'belief. Signature of atural Person Signing Above Rev, date 3/2008 BP255UO2 CITY OF SANFORD 1/13/09 Application Tracking Action Log Maintenance 13:53:01 Application number . . . . . : 09 00000574 Application type . . . . . . : NEW TWO FAMILY BUILDINGS Address . . . . . . . . . . : 1207 1211 W 16TH ST Revision/Path/Step/Seq/Agency: A 01 00 PLANNING & ZONING Type information, press Enter. Action date . . . . . . . . 1/02/09 Action by . . . . . . . . . MM MARY MOSKOWITZ Action code . . . . . . . . HLD ON HOLD Time spent (hours) . . . . .00 Correction report item . . N Y=Yes, N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments 1.00 Waiting for plot plan. In addition, all unit require a garage in this zoning distirct. Faxed contact person on 1/02/09. _ 2.00 _ 3.00 _ 4.00 F3=Exit F9=Add standard comment F12=Cancel Print OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT FSS 489.103 Disclosure Statement State Law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances: You may not delegate the responsibility for supervision work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 AS LISTED ABOVE. I HAVE ACCESS TO THE ADOPTED CODES. I AM FAMILIAR WITH THE CODE PROVISIONS. HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE THE WORK. HIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. 1 UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. Property Address: 120-1 d \'L\ I, Er y Q, G r-c-c—n , do hereby state that I i O jwl*,q) performing the requested )7t uction involved with the permit application filed. �����" �Q ud;L� 7i�� < �J a i•pU Signature Form of100 0 capable of date; o "` A ,•o ; Must be Photo ID) O. ti���ss�wNc��•���\ A violation of this exemption is a misdemeanor of the first degree punishable by l'tWrtiofl1l'liprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. (Rev. 4/20/07) • I -1-v9 „ e i is CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION d I Application No: O 9— —1 Documenteo Construction Value: $ 1AIEgd L�o� Job Address: �� l P iSlirC Historic Distric • Yes D' No w 5 � Parcel ID: iD — 0-1 00Zoning: 21 Description of Work: ✓(ol% I.1 Of lvtw 1 /Je# 1ft 19420plex Plan Review Contact Person: )rd O iC Title: Phone: Fax: ( V07) 6 0 - E-mail: . ; _ Property Owner Information ? �J Name CYl ,C ' ✓� r h Phone: yy7' �d✓ — 1 l 5 Street: 5 111,0111 V e . City, State Zip:.Sd,1%l, fl 3•� 7�/ Resident of property? Contractor Information Name i6dc . i-ree Street: 113s/i/ir` City, State Zip: Sodm /i� o,, i f-1 302 771 • Phone: Y0 7- 3.2 3 -195 5� Fax: (qQV (5T-0770 State License No.: L Architect/Engineer Information Name: Al� SP' 1, , ' 00 Street: 531 p)1 -5T City, St, Zip: Bonding Company: Address: Phone: W71 o� ?Q " 2 7 9 Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit � .•.•1.;.• Square Footage: CJV � Construction Type: kro- ,*No: of Stories: No. of Dwelling Units: Flood Zone: 170 Electrical Mp/"- Plumbing Ev New Service — No. of AMPS: 300 New Construction - No. of Fixtures: Mechanical LY(Duct layout required for new systems) Fire Sprinkler/Alarm• 'D No. of heads: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: o q— 1 Documente Construction Value: S lhL'�.�d Job Address: / ,� 0 -7 D / U%P S / 16 r' $16V I Historic District: Yes Q' No U �, Parcel ID: iD r � J '" � Z1/oning: 64 Description of Work: /� int%/ /10 r a ICleW 0 � Plan Review Contact Person: "<d O iC .161- 7 Title: Phone:1-yQj y97-6 416 Fax: ( *72- ff- 0770 E-mail: _ Property Owner Information `, Name _t -Yl 'C ~ ✓moi" Phone: y�7 3d3- f l 5 7 Street: �� 35 S llV e Resident ofroPe P rh' City, State Zip: •50',14 d , lel � 12 7,7/ Contractor Information Name flyC 1;,e1 --epi Street: 1135 /+ / City, State Zip: 5o oi-d i/f-I 3o2 771_ Name: Street:,, City, St, Zip: Bonding Company: Address: Phone: L107- Fax: 10 7 Fax:�%D?/ r7 g�� 7 7 0 State License No.: Architect/Engineer Information Phone: ND 7) o� ?6 2 7 9 % Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit 12r/,•..•,.. Square Footage: �5� 3 (� Construction Type: IU'43 No. of Stories: No. of Dwelling Units: Flood Zone: — / Electrical Plumbing Epd New Service — No. of AMPS: 300 New Construction -.No'. of Fixtures: Mechanical 8' (Duct layout required for new systems) Fire Sprinkler/Alarm 'O No. of heads: r SRM I jr _f .J7 7 1-/ DATE: F i gwE MIAMI,ffol 1-11 OADE MIAMI- DADECOUt:* FLUR RUILVINI; CODE CO.Mrt [ANCE UPFICE (BCCO) PRODUCT CONTROL DIVISION vOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 9'7601 1DA METRO-UADE FLAGLHR 13UILMNG 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLURIUA 3):30-1561 1)U51•57�.:YU1 FAXIJ071!/:-OJJ'/ W w. in inns idade.eov /huudinecuac SCOPE: This NOA is being issued tinder the applicable ntles and regulations governing the use of constructiun materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Ui�i�iun and accepted by the Board of Rules and Appeals (BORA) to be toed its Miami Dade County and other areas wlicm allowed by the Authulity Having Jurisdiction (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product ve material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the All) may immediately revoke, modify, or suspend the use of r:uch product or material within their jurisdiction. BORA reserves the right to revoke tnis acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPI'1VN: Series "Jeld-Wcn STEEL" 61" W/E OutswinL Glazed Insulated Steel Door w/wo Sidelights - N. I. APPROVAL DOCUMENT: Drawing No C-2105. titled "Series Wood Edge Glazed Steel Outswing Door :Ip to W-0" x 6'-3" with & without Sidelltes", sheets 1 through B of V. dated 12113£:001 with revision D dated 10/01!2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.F.; beanng the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Noot Impact Resistant LABELING: Each unit shall bcur a permanent label with the manufacturers name or logo. city, state and fulluwing statement: "Miami -Dade County Product Control Approved", unless othcrwisc nuted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed uud there has been no ,Mange in the applicable building; suds negatively affecting the perfotmanct of this product. TERMINATION of this NCIA will occur after the expiration date or it Were Iles been a revision or change in the maienals, use, and/or manufacture of the product or process. Misuse of this NAA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure: to comply with any sectiun of chis NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed b;, the expiration date may be di%PIHVLd in advertising literature. If any punion of the NOA is displayed. Ilten it ;hall be dont: in its entirety. INSPECTION: A copy of this entire 1X10A shall be provided to the user by the manufacturer U. its drstriDutor` and shall be available for inspection at the job site at the request ut the Building Official. This NOA revises and renews NOA # 02-1216.09 and consists of this page I and evidence rage, F- I and E- 2, as well as approval docuTnum mentioned above The submitted docilmentation was reviewed by Jaime D. Gascun, P.E. oft l0 is Gl NOA No. 07-0731.01 Expiration Dale: August 15, 2012 Approval Datta: November 15, 2007 t'agc I Jeld-Wen, Inc. (OR) NOTICE OF AC(-EPTANCIE: EVIDENCE SUBMIT'"1'E1) A. DRAWINGS 1. Manutacturer's die drawings and sections. 2, Drawing No. S-2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6'-8" with & without Sidelites", sheets 1 through 8 of 8, dated 12/13 X001 with revision D dated 10101/2007, prepared by PTC, LLC, siped and sealed by Eric S. Nielsen, P.P. B. TESTS I. Test reports on 1) Air Lnfiltration Test, PA 20294 2) Uniform Static Air Pressure Test, PA 202-94 3) Writer Resistance Test. PA 202-94 4) Forced Entry Test, PA 202-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel dour, prcpareo by Certified Testing Laboratories, Test Report No. CTLA-961 W, dated 10!33!2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOAd 02-1216,09) 2. Test reports on 1) Air Infiltration Test, PA 202-94 2) Uniform Static Air Pressure Test, PA 202-94 3) Water Resistance Test, PA 4102-94 4) Forced Entry Test. PA 202-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboraruriec, -fest Report No. CT LA -697W, dated 11!1 I%01, signed and sealed by Ramesh C. Patel, P.E. with addendum loner dated April 11, 2002 also signed and scaled by Ramesh C. Patel, P.E. (Suhmitted under NOA# 02-1216.09) Test reports on 1) Air Infiltration "Test, PA 20294 2) Uniform Static Air Pressure'fesi, PA 202-94 3) Water Resistance Test, PA 201-94 4) Forced Entry Test, PA 201-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and inswing opaque wood edge steel door, Prepared by Codified Tcsting Laboratories, Test Report No. C.T1.A-697W, dated 11/11!200 1, signed and scaled by Ramesh C. Patel, P.E. (Submitted under N0,4# 02-1216.09) Jaime n. l'"I', . P.E. Chiet, Product Control Division NOA No. 07-0731.01 Expiration Datt: August 15, 2012 Approvai Mat: Noytinber 15, 2007 E -r ui II115; n j : �ZQ v �Fyt�,, T P "I b U u �N ^u I• ��03rl i ��Q0009QBQ0 -YboD fDU QJ1ID OUJ111D+0 JELaWE1f, WC. SUil DOOR IJP fi 9 - I r 6'-�' ii�71�KE�if AIYQ rrpr eR wsstrar IQA�41N fALt 1, OR SO AN weac� SmALSs IPM. 511 623151 - j . rlW Y 9QQQ�Gm0Q�9����Q�a�� QB9 Q99 068�C�C�C��O n a A i -YboD fDU QJ1ID OUJ111D+0 JELaWE1f, WC. SUil DOOR IJP fi 9 - I r 6'-�' ii�71�KE�if AIYQ rrpr eR wsstrar IQA�41N fALt 1, OR SO AN weac� SmALSs IPM. 511 623151 - j . rlW Y 9 U nt m �� art 0 �[` 1 v J 1 r �l n O N CN I i e _ Mm 77� LAI�PORf 6lYb. F of i fi I q�wTMFuuo,oa v�o+ � PK 541jv—wl N�? -"$.-J2!''vI". -11 1.1 FA"" i ga �� a � V n NOWOWAL CROSS me U!In��7r��11 r�WEK M JWLAX PORT eLv% GAVAIW FALM 04 IM PK 54fill-wi i i iin�;r'n j S V �1 L T- 19 w y ra 1J / I —T�b � a 11 4. I 1 Tr I 1 TT I 7 / N a iin�;r'n j S V �1 L T- 19 w y ra I —T�b I Tr 41 ZT T— TT V y V",11111'�r•11� � Piro • � y 1 i DGf dKm SIEQ dnswG JHAIYBrZ LIC. � � � 'r 6 i rromiWlr°s+orim"s SM w99PW BLVD. �t�uc iaawn+Fuutoa v>eo+ � . � Ana+oa� �ounoMs PFL 5�19��tS1 �o AMD BEMIS N� 1\tz) Y DGf dKm SIEQ dnswG JHAIYBrZ LIC. � � � 'r 6 i rromiWlr°s+orim"s SM w99PW BLVD. �t�uc iaawn+Fuutoa v>eo+ � . � Ana+oa� �ounoMs PFL 5�19��tS1 �o AMD BEMIS N� 0 m a r 4 IG1!'1fi..'•ii1' rn t E GAi[9 Srta ou+s*v�c ,IELPI►!!� IAIC � � �':• I iur°soniri5 3W LA OM MO. if ' IOAWMfAWiOII PAOI �• � Al A N • Q �Q y I�iAI fb� ¢o QQ0 k rn t E GAi[9 Srta ou+s*v�c ,IELPI►!!� IAIC � � �':• I iur°soniri5 3W LA OM MO. if ' IOAWMfAWiOII PAOI �• � Al 415 v$' 15 FAX I_ry rf O 1 --r Q f ' Q ��y 8 ® I T 1,7",11/411'. lo F o ii• Of 10 uwr COWONM ALP-WIRIC 3W WKEPORTBLVD. w INFAUAaa mil VH. 5/1i92ml o L� �-�r � o �I— ® I T 1,7",11/411'. lo F o ii• Of 10 uwr COWONM ALP-WIRIC 3W WKEPORTBLVD. w INFAUAaa mil VH. 5/1i92ml " 4 .• I Il 3C) -of r (IMPRO VED) 16th a/ rTcc T WEST PERMIT # 6 �, 50' D. o; ZS89'25'29"E 82.37 M. F./,R.S/8' < .. _ 3764 SOUARE IRON RO X OFFICE M A O to O cV 'p :� �'AfRbr c0ow �o PARCEL 1. D. #J6 -19 -J0 -J00-0.310-0000 3 N O Sc) o 0 O A 'p :� �'AfRbr c0ow �o O o pRalpotx56 ^ w N N N N �N C* 0.1 ' C z S89 :36'01 "E 82.65' M. 3" cKs F. 1. P. J/4' N89 32'14 "W 82.78' M. # 3764 82.50' D. t� I LESS THE S.1/2 �`�° (VACANT LAND) (NOT INCLUDED) p PARCEL I.D. Z ,�t36-19-JO-300-0310-0000 „ A.l S. 82.5' OF THE W. 165.0" S. 1. R.1/2" 1 7132 LOT ff. JWFBStaff � B� Cation List > Application Derail FL # FL42-R4 Application Type Revision ` Code Version • 2004 EMERGENCY Application Status Approved Comments pp�� • _ •_ Archived r[RM►11� # O` j1dTr' 7 Product Manufacturer o dr nternational, Inc. Address/Phone/Email 2540 Jewet Lane Sanford, FL 32771 (407) 323-3300 ext 340 ramoruso.pe@floridaextruders.com Authorized Signature Robert Amoruso ramoruso.pe@floridaextruders.com Technical Representative Robert J. Amoruso Address/Phone/Email 2540 Jewett Lane Snaford, FL 32828 (407) 323-3300 ramoruso.pe @floridaextruders.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Kirby Cisteen 2540 Jewett Lane Sanford, FL 32771 (407) 323-3300 ramoruso.pe@floridaextruders.com Windows Single Hung Certification Mark or Listing http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquyHzJyZo4CL... 9/17/2007 ME Certification Agency Intertek Testing Services - ETL/Warno Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard ANSI/AAMA/NWWDA 101/I.S. 2 SBCCI SSTD 12 Florida Licensed Professional Engineer FL42_R4_Equ.iv_SSTD_12 Comparisoi Method 1 Option A 04/11/2007 04/20/2007 04/20/2007 05/08/2007 Summary of Products FL # Model, Number or Name Description 42.1 Milestone Series 1000 11 Milestone Series 1000 SH Aluminu SH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL42 R4 C CAC Single Hung Li Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No FL42_R4_II SH_FLEX20100 Non: Design Pressure: +45 /-55 Verified By: Robert 1. Amoruso, P Other: 1) Minimum Design Pressure of all options above. See Item No. 2 for design pressure and performance grading for all configuration options available. 2) Performance Ratings, Design Pressures and Certification Agency Listing No. R55 (+45/-55 PSF Design Pressure with 2" Sill and +55/- 55 PSF Design Pressure with 2 11/16" Sill, 4' 5"WO" - Listing No. 16742-1A) and R85 (+45/-85 PSF Design Pressure with 2" Sill and +85/-85 PSF Design Pressure and 2 11/16" Sill, 3' 1"x5' 3" - Listing No. 16742-1B). 42.2 11milestone Series 1000 SH Milestone Series 1000 SH Alumin Limits of Use Certification Agency Certificai http:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquyHzJyZo4CL... 9/17/2007 ► COL9PdUtQlTY PLAN" ►.i�ausintQ )LAIN s coraF,fuijr DE'VELUoMENT ,.: ..:::, r!ANAG.Eh1FNT r f�OFFICI; "'SsiCtzElARy.':: .;:.. :. ; OF TyE. .. `, Log In ' Hot Topics ' Submit Surcharge i Stats & Facts Product Approval USER: Public User Page 1 o l Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL45-R4 Revision 2004 Approved Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 32771 (407) 323-3300 ext 340 ramoruso.pe@floridaextruders.com Robert Amoruso ramoruso.pe@floridaextruders.com Robert J. Amoruso 2540 Jewett Lane Snaford, FL 32828 (407) 323-3300 ramoruso.pe @floridaextruders.com Kirby Osteen 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 ramoruso.pe@floridaextruders.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing htlp://www,floridabui lding.org/pr/pr_app_dtl,aspx?param=wGF-VXQMDgvkCC4 WJkUi D... 9/17/2007 Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Intertek Testing Services - ETL/Warno Standard ANSI/AAMA/NWWDA 101/I.S. 2 Method 1 Option A 04/17/2007 04/17/2007 04/17/2007 05/08/2007 Summary of Products FL # IlModel, Number or Name IlDescription 45.1 Milestone Series 1000 Milestone Series 1000 SGD Aluminu -] SGD Limits of Use Approved for use in HVHZ: No Approved for use outside Certification Agency Certificate FL45 R4 CCAC SGD Listing Reo Installation Instructions HVHZ: Yes Impact Resistant: No Design Pressure: +30 /-30 FL45_R4_II_SGD_FLEX20100_Non' Verified By: Robert ). Amoruso, P.E Other: 1) Performance Ratings and Certification Agency Listing No. R30 (15' 0" x 8'0" - Listing No. 16742-4B).11 45.2 Milestone Series 2000 Milestone Series 2000 SGD Aluminu 11 SG D Limits of Use Approved for use in HVHZ: No Approved for use outside Certification Agency Certificate FL45 R4 C CAC SGD Listing Rep Installation Instructions HVHZ: Yes Impact Resistant: No Design Pressure: +45 /-45 FL45_R4_II_SGD FLEX20100_Non: Verified By: Robert ). Amoruso, P.E Other: 1) Performance Ratings and Certification Agency Listing No. C45 (12' 0" x 10'0" - Listing No. 16742- 4C). 45.3 Milestone Series 2000 Milestone Series 2000 SGD Aluminu SGD http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvkCC4WJkUiD... 9/17/2007 l 1• SPO lrlA PZ CPr Orm'1m Oz -<Tr �11^z y1 Orf— no00 DO -1D VlOD .ha vznx N !V 4l Srrt Crp 7cOZAtr q O.<t7r -4ZA Z O rt xAn C1'fp� DS h�3 C-1 O.NA t. 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Itortdsenroders.conl Flortpa COa No. 9235 � O m� t:J 0WO Iu n vZ -0 C)OOrl c O 0 Z' D y ^1 r x Z;O 20 i D C 1CjA� fO ; D t'I --r � i x Z A z Ci H Non -Impost Resylont Wum;num non9e home SGddnq Claws Dow Instonotion OrowiN for Concrete Sn ./Concrete Screws B wood Florida Extruders Int'l., Inc. 2540 Jewett lane • Sanford. R 32771 407.323.3300 - 407.322.3507(fax) wx. Itortdsenroders.conl Flortpa COa No. 9235 � D m� Iu n vZ -0 C)OOrl mxn Z' 3 {NZ y -o71r nlm yi tm'1 x Z;O C 1CjA� t'I v o N o' Z a Z A H z Ci Non -Impost Resylont Wum;num non9e home SGddnq Claws Dow Instonotion OrowiN for Concrete Sn ./Concrete Screws B wood Florida Extruders Int'l., Inc. 2540 Jewett lane • Sanford. R 32771 407.323.3300 - 407.322.3507(fax) wx. 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RmsloNs TTTLE Florida Extruders Int'I., Inc. yr� No. C B DQcn llon e7 one Mel N X Y 0 • sees FLFJ(OW3 Non-ImDoc1 Reai7tonl NYminum 1510 )ewetl tank • Sari", R 31771 U111-1110101�a irm nonge rrome S6d;np Cloll Door 407.313.3300 - 407.317.3507 (fa) s S z w In7lollotgn Dro—g for Concrete Su3 www.Mrldaptrudl+s.tom ./Concrete Scre.7 h wood Ronda COa No 9235 m z x� 9s ym P =2:-� q00<3 q O7; w H� O A OK ga R y v7 rL .0 J m C"1 p •0 M3 oQ y 'C lgq pp0� mj o g Vl p 0 7'� 4 nINYlO a<_ e Odea nn1 P. CL M Z 7C n a P»Ong I of g 3 T[ .10SDA Nn aS lea g g YR6 p 1-0 M O'^ Bp 3 Om 8 n Nr Vi C0 i sQ g 8 s s d S Q 5 with Q O '3'c = X9 3 z 7 �c o Z O �°c O D C 7 I 1 1 D ;c H o' •n s a ss O' ° le R DO o 3 6 � 8 z R T 1 C N O -j Cp 0& W N r -0 N T = � � 3I� 3lal� � • m N � O y� II �{ Q oT z. -n so i 8 0 $ s S aRAP In v z ID D Y gRg rr fv=� v z x� P u q O7; w H� O A OK nI P7q y S0 J m C"1 u 1 v� y 'C A PSN pp0� mj o _ Z nl C n P C Odea nn1 P. 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Vi n/ WE n n_ -tow a-< n• < wSnm x ., a Q n x 7 n, •�� NOPE �F 6�0 v N N K R T 1 C N O -j Cp 0& W N r -0 N T = � � 3I� 3lal� � • m N � O y� II �{ Q oT z. -n so i 8 0 $ s S aRAP In v z ID D Y gRg rr fv=� v z Oon P q O7; w H� O A OK y �a SC J m C"1 u 1 ,r A PSN e C 0 n =� Z N(o.o GOA^ C n o l x• m m 7 PQ=N CO I of g 3 0 Q� S O. vnTq T N � 2 a, '<oo P z Oon 71 q O7; w H� O A OK y �a SC J m C"1 u 1 ,r A PSN e C 0 n =� Z N(o.o GOA^ C n o l x• m m 7 PQ=N CO I of g 3 0 Q� S O. vnTq T N � Non•17npact Resistant Aluminum Flange Frame Single Hung Window InsUlladon Drawing for Masonry A j M C CD M M X M p 0 0 K 1/4' Mo x. s>Shiim Spoce Florida Extruders Inti., Inc. 2540 3ewW Une - Sanford, Ft 32771 407.323.3300 - 407.322.3507 (fax) www.fbrkUcMed&%,wm RoNa ODA No. 9235 mo C N O7; w A OK y �a SC '`per ,r 1 O O O N C n A A x• m A a� 0 _1 1/4' Mo x. s>Shiim Spoce Florida Extruders Inti., Inc. 2540 3ewW Une - Sanford, Ft 32771 407.323.3300 - 407.322.3507 (fax) www.fbrkUcMed&%,wm RoNa ODA No. 9235 r— O z _ �< C- o D rel N M a m v �t�0 m 0 X 0 O m- Z c> >c m N O .-. M 3��• ����sj� � gads cz 4IT _� E N ct gar � N W � (� Is � 7 Gr CCCo , O i66 $oErq R 8SH � . g c13gar r 6 3. mi radq ySr3..� off$ S s a agcc Or c 17 c Er a Vii± $ Oa ag a ro C 7i Z F o 30. ita� .38 LA qi 11n g 5R $a "gam gas ` 0 °z 3ggg ° $ c 3 soIs qm 711° Floltida.Exttntders Int'L, In destane Series 1000. 15W 6 20DO LW levet LAM - Sardaq FL 32771 rlmpatf Resistant Aluminum Range 407.R}3300 - +07.322-3507 (tax) Frame Stngie Hung Windom+ wnvw ftorldMMu*MWm Insiallatlon Drawing for Masonry Fbrld. CDA Na 9235 Substrate with Cones Screws PERIMETER _< AL DT OTKRS tools Le L 2.ca) 6 •RA1C MCIGMT Irma DUCK HEIGHT (DH) 11 N111• CMOCUME+T FRANC WIDTH tr.V.) DUCK VIDTM (aVa ' is is lbl see crural Mebf OrswOq FLS%70100. (vooa Sc".) Slap"t a SCA. BCTVEDI SHCATMIMrt VIIIDOV FIN a BYOTHERS TWO BY WOOD BT OTHERS SHIM AS RCO'D.� (Hair IV SKEATHIIG (Note 4b> I'M and 2000 Sbgb qFq Aknovion wldone. (Note ZA 6 (LCA (Plate 2.0 L 2.c2) //�� Lit .• ' ' • , 1 Re �' EA(�t••. gleno etA do.e. SHIM AS REDID.! a"awFOno Ilam Wl Ivao as tb.ed W ANSDAAMAMWNOA 101110 J. 10111 S. B INotf Ib1 (s}� STUCCO �r=�v �WV� r�•'•.,,,,,•.•,�J: Dean" FLEX 70100 M Moo dtea. 0T O1KRS 101 For Fee""s Oufrrtbf 0110IODbq err5Mo1J �tn•fir. •�• d wo ars.vq. Seo Flom D4 nopvonp dsnaforo. 114• NAIL 7 SHIM SPAT 2 PERIMETER _< AL DT OTKRS tools Le L 2.ca) 6 •RA1C MCIGMT Irma DUCK HEIGHT (DH) .Tucco J DT OIHCRS SEAL DC1V[ER VII r1H •IICATNING L SIF_ATHIIIG DT OTHERS _ a1otP 2.o L LcU> SECTION A—A PCRIMCTER SEAL DT OTHERS (Nair Z.e L til) GENERAL NOTES radtener is is lbl see crural Mebf OrswOq FLS%70100. PCAIHE7CR Slap"t a 11eee.11. A~..D. F. SEAL DETAILA 1lbde• 4 Moan. Hao apoblave of 1,140110no Svas DT O111ER5 I'M and 2000 Sbgb qFq Aknovion wldone. NlOthm.nl nn (Plate 2.0 L 2.c2) //�� Lit .• ' ' • , 1 Re �' EA(�t••. .Tucco J DT OIHCRS SEAL DC1V[ER VII r1H •IICATNING L SIF_ATHIIIG DT OTHERS _ a1otP 2.o L LcU> SECTION A—A PCRIMCTER SEAL DT OTHERS (Nair Z.e L til) 1/4• MAX. SHIM SPACE TWO OT WOOD BY DIMERS (Ilotr 4.b) v Hill CMOCDMCHi (Wood Scre.) SHEni.D+G DT OTHERS ' SEAL BETWEEN VUIDov rise ! B L IHpiP 2.0 Sr a..II+G L LCA1 STUCCO DT OTHERS SECTION B—B Crntrrtbtr or GENERAL NOTES radtener is is lbl see crural Mebf OrswOq FLS%70100. -- Rel. Slap"t a 11eee.11. A~..D. F. (t) MMamM SFAs TODD Iae0441errp NefnrAnee DETAILA 1lbde• 4 Moan. Hao apoblave of 1,140110no Svas 7rnP4d Nto on I'M and 2000 Sbgb qFq Aknovion wldone. NlOthm.nl nn (BID ewagrPWob41o?4n4 P,vReufbn //�� Lit .• ' ' • , 1 Re �' EA(�t••. gleno etA do.e. QICI►mdwtvl a"awFOno Ilam Wl Ivao as tb.ed W ANSDAAMAMWNOA 101110 J. 10111 S. Ccnlefline of lostrntr sholl 2AMFS v AAA/AAMONNCDA loll O. LA4A0 end oppeorsmalflr 0/72' ham edge e1 Altechmenl nn. nPICOM Detloa o Coda. Dae Heb It and 17 on �WV� r�•'•.,,,,,•.•,�J: Dean" FLEX 70100 M Moo dtea. 101 For Fee""s Oufrrtbf 0110IODbq err5Mo1J �tn•fir. •�• d wo ars.vq. Seo Flom D4 nopvonp dsnaforo. .. .... (D) WdDO sow and rtal.MwnY.albl uwatO penes* the bfianlq INfWeTNle. we ba"d at 2 5m— PASS •FW"N a 50.011c nater as DSD. Seo e Nate(M)1Op m"d.-far". measd (F) we"""Oo n sor• edge Weems mfv PTI CRID4 tear• ra00 doms•An.d.oew w LW v r111ISN DT fort lOM lrbfl o NOW l•. Ltnetrun Ota nM DIIeCRi 904,0 AI pat Per" LNL Ste Ife41H) MVWOrq W rotlatt. (01 Fiat foga am" m.w aaoae"a01wool to tltewone of v1 srutl me16, Hca o Or/r v 0 Iona, Sho k Dtamoo..Iidrt•n It W911, L1—um Weald rmbNmempM Pana Ust 5001400110 regtoorq 0MAOna NIR AM awuhn Ista teen Ne me &nu nt of WYaetbnll slted Full be Aeywed bf Po mar4deavnd cov s of try'eder Dot%in IVO DT WOOD Pedanlouth 11 .4noo+dbweobe=bb DT Di.CRS Oealfog COM art Pmdw APPA 01. Olote 4.b) (I) N 0061 Mrede0lah0 b Der frarp W egeA.N) rD to Ylr H dbwlp Ire r0 wood won v Des .#Mrd fanlalo of W w mwded aro to Wo KN taMJnl HIL CHDCDMCIIT daolprebUNWObTYu. WOOD Scree) 12)wood Svr.tfrd uaa fNAL4rOjant.nl to laton a* "mer ossttalf. 1/4• MAX. SHIM SPACE TWO OT WOOD BY DIMERS (Ilotr 4.b) v Hill CMOCDMCHi (Wood Scre.) SHEni.D+G DT OTHERS ' SEAL BETWEEN VUIDov rise ! B L IHpiP 2.0 Sr a..II+G L LCA1 STUCCO DT OTHERS SECTION B—B Crntrrtbtr or 10190otalAsnefts. vol Sok, HIS radtener I -- Rel. • WRd[m Str4thic 1Oelr.e sinAtun, 4,novv.-i as 1 7T Wo us: hto M now ha o -o 11eee.11. A~..D. F. 19"Af. ASA 1 710' keVh v 9moter Nab erect on'a"ar ol. and DETAILA •Id(al (torn) Is onnular ISM91 JJWW o1)b Code. 7rnP4d Nto on tl0chnrnt NlOthm.nl nn rin //�� Lit .• ' ' • , 1 Re �' EA(�t••. Wood Serf. oe 110 Head mull be In gun contact with Allochment nn. Ccnlefline of lostrntr sholl be oppeorsmalflr 0/72' ham edge e1 Altechmenl nn. OL50AIHER: n.rsrw...we•t—r.r.vto. -/.V • •.eP.•ri/wl b wrV qr ll...•e O.•11m. VR rrrt Nr1tw Ioesa.r.O...1• or•e.•a..Odl• FIs .r.•. w e..o.•ra. wv wwr.wawte. w..+w w J9[ Rw� sar•0 t�tURl t.ev+ IAF.. a Jme rK•eaart yM ant I e ww loan rKarwO, t•mwye n s. 4e.w.r.n •waCor tw.c ..+^� w4•e • �. Fn.r. •ou.00. � vse...a•r.r r.. evnw • ww. rAsmea INsrauAnoM INsmurno.s • rtlnlllo t0 WOOD scrtrwsl Q (M) see tree 210 Aewcoe sire+. mttalue tsuva owl. (l) s0 o/00d SOew er4etl k a Ia/1rrO711 Wph to Adueo nalatAlrll rerlbmftm to 1' PAID IM M by now 1,101170. (H) Sea MISS •a• IS, a(po•tnvlr in(a11vt d Ue wws am an L•e ana(ltRvq tin, (N) Wml Same Pull not Dc vsd 1*$SUM OSWWt tea crd cren at .00 PARTS LIST 1 VIW • FTnrram 1 50 • Fin Fraen 7 jo.b • Fn Femme t Un Rep • Sash S !_ria • 50th D y_bt.lD.w 7 gonna • Sao Ileo (BI ad Icl 0 Fb Pa. .1.10 1 or T.,Om Seer Qtam t INnNlenr 0.440,410 of f ate W owcuaal need tubsmo. See Nolo (M) 6 Debt A on Oh droetalg on0lift a b a a an On.tng FLEl12U1 W. ! RCotM MnM�•TW 1111IIs1 .Far er•emrn D I1)' dawbr III W) Val mrdevn•.*Kw and 1.716'it* HAILS, Yr0fWWd.mlwbteae Steib. note......W 10190otalAsnefts. vol Sok, HIS 107 1131tYMn PAM M the D/bern9 roa:refe<eu: 11Cofa 4 b t D an Do"q FLEX -20101) DaM am cbeand re A. • 0117' Oaere00 o geetd, • WRd[m Str4thic 1Oelr.e sinAtun, 4,novv.-i as 1 7T Wo us: hto M now ha o -o 11eee.11. A~..D. F. 19"Af. ASA 1 710' keVh v 9moter Nab erect on'a"ar ol. and eL 0,n6, #4.47751 •Id(al (torn) Is onnular ISM91 JJWW o1)b Code. (P) M4M4.OV lKs nab ""Ing Nee Io7tsrvr=U arc (tot rat tr ocis Ia) Inc loft". l: ,)/,IJ 1v •1(ro • stance ddvmed WN nas, is. 404!41, 401577, 650111 and 650140. DIST, Fail detPeeld 0Q.1ILKIIq, 113. //�� Lit .• ' ' • , 1 Re �' EA(�t••. .4'feorrl Lxh lame el dei road. a Ord)Mrdi, Ord f[t46 •Corr hlasW lelware tmKr Ilnteren add ref C..ed. Une kba.btl D.C. MIX" ow N,,ft a r o L Mdng to ge htaua 10 at 61 t$/10 /o IV.a 014'0twtYq IS,M L I '9e •• AlOR{B�,: U)7'C.L 90)&Q fa(NPmbtb 70.L tyldng lv ane Nada tR 036 PST to (A KFv �WV� r�•'•.,,,,,•.•,�J: I)r D L MMOV 1011WISROS611. 6.L WOn9 lde the P443 a to t S l PSF b IS PS;.Co d)rdctlUcw)I&Oe Hneta w6L salon; to, oe lead a W to SO PSr. �tn•fir. •�• • tee DcW A• fv apm-leala buWn d IIm nA at De Nao6nva fn .. .... (4)RalbSNI net beeasttolanatumen fWae/dVawdwast. Drawing No. FLEX21120 Sheet I or 2 NO. B Wood and TooOit)g Screw Fastener Locotion Tobles Fnslener tee0tion Table fluIC,w Q 1) NI dimension: shown token from the buck width or height of the window home. 2) Dosed on the I601cstone Series No. and site of the window to be installed, enter the ccrrecl table above to determine the locations of the fie. B Wood or Topping Screws bated on either Instottotion No. 1 or Iia. 2 illustrations of righL The applicable installation itlustrotion Is noted In the table. 3) In:toll the No. 0 Wood or Topping Screws of the loeotiono shown In the table. Tolerance is ♦ 4) An in:loliction fattener is only required at the cenlerlinc of the head and mill when indicoled in the table as 'yell'. If 'no. an instollolion taalerner is not requited of the eenter6no of the head and ;It, 5) This table is 140T applicable to the netting option. See Notes 0, P. O. and R for noil inslollollon locotions and opocing. OESIGN PRESSURE RATIIIO t FOC CODECOMPUANCE IS) If exact wlldow site is not Qlisted In la tenet location tabb. use fa3i0nm lowaae listed Ill nee logger site, m Insl00odom depicted in tho3o InalnJobm oecepL7bl0 for Qdoslpn olossures to 70 PSF for IIID window sires shown In the IDbb. Dotion Pless.res IMP I on: p03ilive and neOathm. Overall indow assembly dositin pr05mur0 may Ito loss than 70 PSF and $has be determined In accordance with Nolo U of FLEX20100. Cul Produmon OblaO may diner from Ihol 10000 om 000-00 by ANSUMMAINW WDA IQ10111.5.2, COCA S. 2JNAFS a AAIANWDMMCSA 1014.S.?JA4LOond oppEcourt OlnTdrM Codo. See Nola 12 and 17 on Drowbl0 FLEX 20100 for f011hor Colols. IV) SOVCIurol two by wood auck ondror IramIn0 of the flood. mill end Jambs to be emrely fastened to voml0r the lend to the wood atructtow subsealo pot ft FOC and Cho oftoir 0i of rocarty0 Jolaih 03 oppl=Mo. (V) See FLEX20100. Nobs 10 to 15 for adJltional F0C Code Compliance. Ir..• s r •� J 8=— emterunr buck L rime t"d1h rR�ee y d tl o q 7 Or Nred [h 17-11 [1 C l t 0 7 r...rw 1.2 C wnA. tl.rr• 4.rsrr.r•rr • hrrrr»s ars Ilelpnt Cb L Crntrrlb.r I uN r n l nml Iln I QI , I A N t 0 1 1 A � 1 I N 1 •r 1 J N .rw to Li 1 r ; Eb IrNrr d• S 1.1 • N 1 .0 3;1 I S) 3M I" 11N ter! a1 I 1 �0 SIO N • wYr W. + SS lY r N r• n r• t1 >A 111 I 0 IN I,1 Yrl YN ,17 1 1 1 1n 1131 N rr N 311 03 11n nn Y11 M.n 3111 1 Yr,11rr r.wr. rlw carr• 4•.n»r1►•rr,w •rw1 err !! N w1•w n•r4 4•rrr rll..Irle rw1 Ir••.r o. ,a -I- 1 11N 11W 11N 1 1 311n J I M N 1 s rn .•. NN el I 11 I u u cb trot>r •r N eN 7 r• r0N Jr rN I Irk. et Lt 1 U L3 It, __11w. •IN / n n!a" 314 1 LN 1N r• nal IIN 317 1 AN 1q wr 7t rl Ar N V -4•,1n 1 • N 1N r• 7» •IN 311 I I1V, rM nN r Int I Wt s 1 N r• 11 f7 O bf 311 1 r1N rN nit N3r n01 3I1 urn 11n i1a uN nlr 3n Fnslener tee0tion Table fluIC,w Q 1) NI dimension: shown token from the buck width or height of the window home. 2) Dosed on the I601cstone Series No. and site of the window to be installed, enter the ccrrecl table above to determine the locations of the fie. B Wood or Topping Screws bated on either Instottotion No. 1 or Iia. 2 illustrations of righL The applicable installation itlustrotion Is noted In the table. 3) In:toll the No. 0 Wood or Topping Screws of the loeotiono shown In the table. Tolerance is ♦ 4) An in:loliction fattener is only required at the cenlerlinc of the head and mill when indicoled in the table as 'yell'. If 'no. an instollolion taalerner is not requited of the eenter6no of the head and ;It, 5) This table is 140T applicable to the netting option. See Notes 0, P. O. and R for noil inslollollon locotions and opocing. OESIGN PRESSURE RATIIIO t FOC CODECOMPUANCE IS) If exact wlldow site is not Qlisted In la tenet location tabb. use fa3i0nm lowaae listed Ill nee logger site, m Insl00odom depicted in tho3o InalnJobm oecepL7bl0 for Qdoslpn olossures to 70 PSF for IIID window sires shown In the IDbb. Dotion Pless.res IMP I on: p03ilive and neOathm. Overall indow assembly dositin pr05mur0 may Ito loss than 70 PSF and $has be determined In accordance with Nolo U of FLEX20100. Cul Produmon OblaO may diner from Ihol 10000 om 000-00 by ANSUMMAINW WDA IQ10111.5.2, COCA S. 2JNAFS a AAIANWDMMCSA 1014.S.?JA4LOond oppEcourt OlnTdrM Codo. See Nola 12 and 17 on Drowbl0 FLEX 20100 for f011hor Colols. IV) SOVCIurol two by wood auck ondror IramIn0 of the flood. mill end Jambs to be emrely fastened to voml0r the lend to the wood atructtow subsealo pot ft FOC and Cho oftoir 0i of rocarty0 Jolaih 03 oppl=Mo. (V) See FLEX20100. Nobs 10 to 15 for adJltional F0C Code Compliance. rwr.s J 8=— emterunr buck L rime t"d1h rR�ee y d tl o q 7 Or Nred [h 17-11 [1 C l t 0 7 frM 1.2 C wnA. pro Orr. rr►N Nw hrrrr»s 1r N Ilelpnt Cb L Crntrrlb.r I uN Or zm hrtnl l nml Iln I QI , A • t 0 1 r • � 1 Ir uN LI L3 L3 lb nT T—AE ll In I•N •lo Yr,11rr rlw carr• 4•.n»r1►•rr,w •rw1 err !! N 1 JIN 1 11N 1 uN J AN _ Nm •r N 61r•• el I 11 I u u cb trot>r eN 7 r• r0N Jr rN I rIN 7 7N A •Y ! •IN / eN N • J 1 t..7 AN 11 In Y •N 1 nN � nr uN a •y u � J n era n .1e Fnslener tee0tion Table fluIC,w Q 1) NI dimension: shown token from the buck width or height of the window home. 2) Dosed on the I601cstone Series No. and site of the window to be installed, enter the ccrrecl table above to determine the locations of the fie. B Wood or Topping Screws bated on either Instottotion No. 1 or Iia. 2 illustrations of righL The applicable installation itlustrotion Is noted In the table. 3) In:toll the No. 0 Wood or Topping Screws of the loeotiono shown In the table. Tolerance is ♦ 4) An in:loliction fattener is only required at the cenlerlinc of the head and mill when indicoled in the table as 'yell'. If 'no. an instollolion taalerner is not requited of the eenter6no of the head and ;It, 5) This table is 140T applicable to the netting option. See Notes 0, P. O. and R for noil inslollollon locotions and opocing. OESIGN PRESSURE RATIIIO t FOC CODECOMPUANCE IS) If exact wlldow site is not Qlisted In la tenet location tabb. use fa3i0nm lowaae listed Ill nee logger site, m Insl00odom depicted in tho3o InalnJobm oecepL7bl0 for Qdoslpn olossures to 70 PSF for IIID window sires shown In the IDbb. Dotion Pless.res IMP I on: p03ilive and neOathm. Overall indow assembly dositin pr05mur0 may Ito loss than 70 PSF and $has be determined In accordance with Nolo U of FLEX20100. Cul Produmon OblaO may diner from Ihol 10000 om 000-00 by ANSUMMAINW WDA IQ10111.5.2, COCA S. 2JNAFS a AAIANWDMMCSA 1014.S.?JA4LOond oppEcourt OlnTdrM Codo. See Nola 12 and 17 on Drowbl0 FLEX 20100 for f011hor Colols. IV) SOVCIurol two by wood auck ondror IramIn0 of the flood. mill end Jambs to be emrely fastened to voml0r the lend to the wood atructtow subsealo pot ft FOC and Cho oftoir 0i of rocarty0 Jolaih 03 oppl=Mo. (V) See FLEX20100. Nobs 10 to 15 for adJltional F0C Code Compliance. Vgth Ch h Ict F ----I I Le ch tlC ronr Ilpht I I,—4E. Es 1 Eb t 1 TIM) TI tIL QI ul tied yl. sir st,.. A�nynnLlr :0 76'Vide et Nord s Sol to 59. Wt. Yah al Jrebs D•r111//0/00 binlm am -01111r o.b.d ap 01 Drawing No. FL.EX21120 Sheet 2 of 2 J 8=— emterunr buck L rime t"d1h rR�ee y d tl o q 7 Or Nred [h 17-11 [1 C l t 0 7 1.2 C heck tL� rronr r -b Ilelpnt Cb L Crntrrlb.r GL 66 Or zm hrtnl l nml Iln I QI yt FWM elan AnMkehatr )36• to 52-1/B' vtdr st Ilnd ► In >5l-112• t0 07 -IR• 1001 rt Jbnbs Lr r�LL Z t 0 Duck L 0"Com Vgth Ch h Ict F ----I I Le ch tlC ronr Ilpht I I,—4E. Es 1 Eb t 1 TIM) TI tIL QI ul tied yl. sir st,.. A�nynnLlr :0 76'Vide et Nord s Sol to 59. Wt. Yah al Jrebs D•r111//0/00 binlm am -01111r o.b.d ap 01 Drawing No. FL.EX21120 Sheet 2 of 2 STRUCTURAL DESIGN SERVICES 235 S. MAITLAND Suite 216 SS I MAITLAND, FL 32751 Phone (407) 645-2799 fax (407) 645-0995 CEG COA#27213 • o Eduardo Avellaneda P.E. #40040 CEG 2480 E. Michigan Street Orlando, FL 32806 3 8 4 BEDROOM DUPLEX COMMENT REVIEW NARRATIVE OFFICE 02-17-09 PERMIT# 09574 1. ALL CEILING INSULATION TO BE "R-30" & MASONRY WALLS "R-4.1" AS NOTED ON PAGE 3 WALL SECTION 2. UL DESIGN "U905"- SEE UL DESIGN ATTACHED 3. ATTIC VENTILLATION BASED ON 1,469 S.F. (PER UNIT) FORMULA = 1 SQUARE FOOT OF VENTILATION PER 150 SQUARE FOOT OF ATTIC SPACE 1,469 /150 = 9.79 SF. REQUIRED PER EACH UNIT OF DUPLEX 8 S.F. OF OFF RIDGE VENT & 58 S.F. OF VENTED SOFFIT PROVIDED PER EACH UNIT. VtRmff # of -S754 DATE: Z C 3. Eduardo Avellaneda P.E. #40040 2480 E. Michigan Street Orlando, FL 32806 BXUV.U905 - Fire Resistance Ratings-•ANSI/UL 263 P . `" Page Bottom Page] of 2 8XUV.U905 O � � I Fire Resistance Ratings - ANSI/UL 263 C E Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 t 11AV1O # ` � Design No. U905 DATE' March 17, 2004 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR Load Restricted for Canadian Applications — See Guide BXUV7 t nJ r.l ` .4'..,;Ii• �•:r iiir'� �� __�J..0' 1 y 75;`8"MIN. V. honzo titOE SEcTion �J 1. Concrete Blocks' — Various designs. Classification D-2 (2 hr) See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than SO percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. http://database.ul.com/cgi-bin/X'YV/template/LISEXT/1 FRAME/showpage.html?name=B... 2/19/2009 BXUV.U905 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 2 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO — Type Thermax 'Bearing the UL Classification Mark Last_Updated on 2004-03-17 Questions? Notice of Disclaimer Page Top Copyright_p 2009_Underwnters Laboratories Inc.p The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright O 2009 Underwriters Laboratories Inc.@" An independent organizalicn working lot a saler world wish inlogiily• precision and knowledge. ( T 1, � r:. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 2/19/2009 Jan 27 09 11:1`e James Hurley wur-w 1-44ou P. IV FORM 60OA-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIO Florida Department of Community Affairs E FI_ Residential Whole Building Performance Method Project Name: GREEN DUPLEX 4bdrm Builder. E & G Address: West 16th Street Permitting Office: Sanford City, State: Sanford, FL 32771- Permit Number. Owner. Eddie Green Juisdiclim Number. IClimate Zone: Central I I.New construction or existing New _ I 12. Cooling systems 2. Single ramify or multi -family Multi-ramily _ a. Central Unit Cap: 36.0 kmuRr _ 3. Nutnworunits. irmulfi-family 1 SEER: 13.00 _ I 4. Number orBedrooms b. Central Unit Cap: 36.0 kBtuRr _ S. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (fl') 2806 R7 _ c. N/A _ I 7. Glass typel and arca: (label reqs by 13-104.4.5 if not deiaul1) a. U- raptor. Description Amu 13. Heating systurris (or Single or Double DEFAULT) 7a(Sngk Default) 296.9 fl' _ a. Electric Heat Pump Cap: 34' kBtr✓Iv I b. SHGC: H6.0 SPF: 8.20 = (or Clcar or Tint DEFAULT) 7b. (Clear) 236.9 fF b. Electric Heat Pump Cap: 36.0 kBtuar _ 8. Floor types HSPF: 8:20 _ a. Slab -Om Gnde Edgy Insulation R.O.229.0(p) R _ a NIA b. NIA = i 1c. N!A _ 14. Not %valet systems 9. Wall typas a. )Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R-4.11 792.011.= _ EF: 0.90 _ . b. Concrete, Int Insul, Exterior Rte. ). 736.0 R' _- b. Electric Resinanicc Cap: 50.0 gallons - a N/A EF: 0.90 I d WA_ I a Conservation credit _ c. NIA (HR -Heat recovery, Solar I10. Ceiling types _ DHP-Dedicated beat pump) a. Under Attic R=30.0.2806.0 fl' I 15. HVA t 4w - b. b. NIA _ l -Cross wntilation, I NiA HF-KTok house fen, ic. 11. Ducts = Fr -Programmable Tbtam stak a. Sup: Unc. Ret: Una AN: Interior Sup. R=6.0,140.D it W -C -Multizone cooling, b. NIA = M&H-Multaone fleabag) Total as -built points: 39782 PAr1SS GlasslFloor Area: 0.08 I Total base points: 42503 1 hereby certify drat the plans and specifications covered by I Review of the plans and I this calculation are in compliance wilh the Florida Energy ST specifications covered by thisp4' ,42F� Code. calculation indicates compliance PREPARED BY:/t A4 -*'C eegg486 with the Florida Code. Before construction is completed ted ° DATE: 11�? this building will be inspected for a thereby certify that this building, as nerd, is in compliance canplisnce with Section 553.908Flail with the Florida Energy C Statutes. CO I OWNER/AGENT;Vo;� BUILDING OFFICIAL: I DATE: DATE: I PredomineM lass For atxual iii-," g type. glass type and areas, ties Summer b venter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCPS v4.52) Jan 'l/ U9 11:1ba James Huney `W �'VJ 1-LLOV M• � V ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.9 The hider the score, the more efficient the home. Eddie Green, West 16th Street. Sanfiord, FL, 32771- 1. New construction or existing New — 2. Single family or stulli-family Multi -family — 3. Number of units, if multi -family I — 4. Number of Bedrooms 8 — S. Is this a wast case? No _ 6. Conditioned floor area (f1) 2806 Rs — 7. Glass type I and crew (Label regd. by 13-104.43 if not default) a U -factor: Description Ares (or Single or Double DEFAULT) 7a(Sngtc Default) 236.9 fi' — b. S14GC: (or Clear or Tint DEFAULT) 7b. (Clear) 236.9 R' _ 9. Floor types a Slob -On -Grade Edge Insulation R-0.0, 229.0(p) R — b. N,A — e- NIA _ 9. wall types a Concrete, Int Inset!, Exterior R-4.1,792-0 it" _ b. Concrete, lm IttsA Exterior R=4.1,93660 II' — c. WA — d. NIA — e. N/A — 10. Ceiling types a. Under Attie R-30.0,2906.0 113 — b. WA — c. NIA — 11. Duets a. Sup: Uric. Ree Unc. AN: brterior Sup. R-6.0,140.0 R — b. NIA — 12. Cooling systems a. Central Unit Cap: 36.0 kBtnlhr SEER: 13.00 — b. Central Unit Cay: 36.0 kBtu/hr SEER: 13.00 _ c. NIA — 13. Heating systems a Electric Was Pump Cep. 36.0 kBtuAu _ HSPF.* M _ b. Electric Heal Pump Cap: 36.0 kBtu;ft — HSPF:9.20 _ c. N/A 14. Hat water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR -Heat recovery, Solar DHP.DcckaNd heat pump) IS. HVAC credits (CF -Ceiling fan, CV -Crow %vntilauon, HF -Whole house fan, PT -Programmable 7betmostay W-C-Moltiasone cooling, MZ4i-Multiune beating) Cap: SRO gallons _ EF: 0.90 _ Cap: 50.0 gallons _ EF: 0.90 _ 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy savingleatu es which will be installed (or exceeded) rR* in this home before final ins i . Otherwise, a new EPL Display Card will be completed based on installed Code fee �� �Q Builder Signantre: Date: 1-27-01 9 ,)o 7 10h � dj'rl 3w7Address of Kew Home: Ci 1FLZ'ip:' P60 W1 'NOTE: The home's estimated energy performance score is only available through the FLNRES computer program. This Is not a Building Energy Ratin& !'your scope is 80 or greater (or 86 for a US EPA/DOE EnerV&arn`Wsignarion), your home may greolify for energy eaictency mortgage (EE119 incentiveseyou obtain a Flyo Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec ucf. edy for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Cautruction, contact the Department of Community Affairs at 850/487-1824. 1 Pmdominant glace type. For actual gins type and areas, at Summer d: %ue14 EteWGauge® (VQFLCoP v4.5.2) CF, — Jan 21 Uy 11:1tia .games Huney w -w i cc�� v •, FORM 60OA-2004R EnergyGaugeO 4.5.2 WATER HEATING & CODE 'COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 32771- PERMIT if BASE BASE AS -BUILT Cooling + Heating + Hot Water = • Total Points Points Points Points AS -BUILT 17815 5008 19680 42503 WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier B 2480.00 19660.0 50.0 0.90 a 0.50 2514.67 1.00 10058.7 50.0 0.90 a 0.50 2514.67 1.00 10058.7 As -Built Total: 20117.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = • Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 17815 5008 19680 42503 14531 5133 20117 39782 PASS EneWGauge'r OCA Form 600A-20UR EneMGaug9VFiaRE 004R FLRCPB W.5.2 Jan 1V U9 11:10a James Muney 4v1 V� I "VV V. *' FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: UYest 16th Street, Sanford, FL, 92771- PERMIT #: BASE AS -BUILT Winter Base Points: 9040.1 Winter As -Built Points: 10719.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Paints (System - Polnts) (DM x DSM x AMU) (sys 1: Mectdc Heat Pump 36000 btuh ,EFF(8.2) Ducls:Unc(S),Unc(R),bd(A 4),R6.0 10719.7 0.500 (1.078 x 1.160 x 0.82) 0.416 1.000 2565.5 (sys 2: EIecMC Heat Pump 36000 btuh ,EFF(&2) Ducts: None 10719.7 0.500 (1.00 x 1.000 x 1.00) 0.416 1.000 2212.5 9040.1 0.6540 5008.2 10719.7 1.00 1.150 0.416 1.000 5133.0 EnergyGaugeTM DCA Foran 600A ZOWR EnergyGaupe®VFbRE52004R FLRCPB A.5.2 Jen 27 09 11:168 James Hurley FORM 60OA-2004R 9NI-wr-LLVV V.Iv EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Street, Sanford, FL, 32771- PERMIT #. tnergy(;mpO DCA Form 600A -2004R EnergyGsugeQMaRES'2004R FLRCPB v4.5.2 BASE AS -BUILT GLASS TYPES .18 X Conditioned X 8WPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 2808.0 9.11 4601.0 1.Sirgle. Clear N 1.0 5.0 30.8 15.07 1.00 463.0 2.Stngb, Clear N 1.0 &D 32.0 15.07 1.00 480.0 3.Sing1e. Clear E 1.0 5.0 40.8 1237 1.01 510.0 4.Si 4*. Clear E 1.0 5.0 15A 12.37 1.01 193.0 &Sin&. Clear W 1.0 5.0 40.8 13.25 1.01 543.0 6.Sin&, Clear W 1.0 5.0 15.4 13.25 1.01 205.0 7.Sh"' Clear S 1.0 5.0 61.7 9.90 1.02 624.0 As -Built Total: 236.9 3018.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjaoeru 0.0 0.00 0.0 1. Contra*. Ir4 Insul, Exterior 4.1 792.0 3.31 2617.6 Exterior 1728.0 2.00 3456.0 2. Concrete, Int Insul, Exterior 4.1 936.0 3.31 3093.5 Base Total: 1728.0 3458.0 A94WAtTotat 1728.0 5711.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 80.0 5.10 108 0 Exterior 80.0 5.10 408.0 Baso Total: 80.0 408.0 As4ullt Total: 80.0 408.0 CEILING TYPES Area X SWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2808.0 0.64 1795.8 1. Under Attic 30.0 2800.0 0.64 X 1.00 1795.8 Base Total: 2806.0 1795.6 As -Built Totel: 2808.0 17955 FLOOR TYPES Area X BWPINI = Points Type R -Value Area X WPM = Points Slab 229.0(p) -1.9 -431.1 1. Slab -On -Grade Edge ImWatbn 0.0 229.0(p 250 5725 Raised 0.0 0.00 0.0 Base Total: 435.1 As4hM Total- 229.0 5726 INFILTRATION Area X BWPM = Points Area X WPM = Points 2806.0 -0.26 -785.7 2808.0 -0.26 -785.7 tnergy(;mpO DCA Form 600A -2004R EnergyGsugeQMaRES'2004R FLRCPB v4.5.2 Jan 27 09 11:1 ba James Hurley 44V1 -001-440V N• FORW60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details EnergyGauge® DCA Form MOA -2004R EnergyGaugeVRaRES'2004R FLRCPB v4.5.2 ADDRESS: West 18th Street, Sanford, FL, 3277'1- PERMIT#: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type= Omt Len Hgt Area X SPM X SOF = Points 18 28060 24.35 12299.0 /.Single. Clear N 1.0 5.0 30.8 30.19 0.96 895.0 2.Single, Clear N 1.0 5.0 32.0 30.19 0.98 929.0 3.Single, Clear E 1.0 5.0 40.8 63.97 0.95 2480.0 4.Stroa, Clear E 1.0 5.0 15.4 63.97 0.95 937.0 &Single. Clear W 1.0 5.0 40.8 57.68 0.95 2235.0 &Single, Cleat W 1.0 5.0 15.4 57.68 0.95 844.0 7.Single, pear S 1.0 5.0 61.7 48.22 0.92 2724.0 A"uat Total: 236.9 11044A WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 0.0 0.00 OA 1. Cont,We Int Inwl. Exterior 4.1 792.0 1.18 934.6 Exterior 1728.0 1.90 3283.2 2. Concrete. Int Insul, Exterior 4.1 936.0 1.18 1104.5 Base Tobt IMill 3283.2 Asftllt Total: 172" 2039.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterlor Insulated 80.0 4.80 384.0 Exterior 80.0 4.80 384.0 Base Total: 80.0 384.0 As-Bullt Tafel: 80.0 384A CEILING TYPES Area X 8SPM = Points Type R Value Area X SPM X SCM = Points undo► Attic 2806.0 2.13 5976.8 1. Under Attic 30.0 2808.0 2.13 X 1.00 5976.6 Base Total: 2808.0 6970.8 As-BuM Total: 2806.0 5976.8 FLOOR TYPES Area X 8SPM = Points Type R Value Area X SPM = Points Slab 229.0(p) 31.8 -728<2 1. Slab -On -Grade Edge Insulation 0.0 229.0(p 31.90 -7305.1 Retied 0.0 0.00 0.0 Base Total: -72822 As4lluilt Total: 229.0 7359.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 2606.0 14.31 40153.9 2808.0 14.31 40153.9 EnergyGauge® DCA Form MOA -2004R EnergyGaugeVRaRES'2004R FLRCPB v4.5.2 Jan V 09 11:16a James Huney "1V1_w "QV V. 14L FARM 600A 2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 16th Sheet, Sanford, FL, 32771- PERMIT_71 of BASE AS -BUILT Summer Base Points: 54814.6 Summer As -Built Points: 52292.6 Total Summer X System = Cooling Total X Cap X Dud X System X Credit = Cooling Points. Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (system - Points) (DM x DSM x AHtn (evs /: Central Udt3000bUA .SEER/EFF(W) ouW ungs►,ura(t0.11M(Atl).R8.0(DJS) 52293 0.50 (1.09 x 1.150 x 0.80) 0.260 0.950 7US.T (sp 2 Oer" unit 760000ur .8EERJEFFMO) Ducts: None 52293 0.50 (1.00 x 1.150 x 1.00) 0.260 0.950 7285.7 54814.6 0.3250 17814.8 52292.6 1.00 1.125 0.260 0.850 14631.4 EneigyGaugel DCA Form 600A-20048 EnergyGsug9VPbRES2004R FLRCPS v4.52 FEB -12-2009 14:44 Suwerdloff and Perry 407 688 7691 P.02 JY7d 83d ,05-,1 OFFICE n• \ '0 ,00'ti9Z 'M ,0010 M.".oaoos '0 ,667r! w p „lz uS \ 3 _ f-` b ,8'8S O ul J io CL 98 4� n d � Alm d a ,00'ir d A .ss trr M.or woos d i •0 ,0oarr e ►' W ° tL d, I I s= v\ 3 ul J CRY OF SANFnRn . 811ILDINC °I,AN REVIEW !ANNING Nr•!': ")P LOPMENT SERVICES .,*If ROM _ tN 4N oz DATE 2- /3 • oq TOTAL P.02 F®-12-2009 14:44 Swerdloff and Perry 497 688 7691 P.02 JY7d dU .09-a.l Ci i'r w-.1ruh` • bUILLANG r Laid REVIEW PLANNING AND DEVELOPMENT SERVICES APPROVED DATE 0 TOTAL P.02 i '0 ,00'b9t p I •Ir .007tl M,N.oaom t4k.< 4� ---JVD— �, 10 ®a s ® 1.11N" Qt ITg* -79 d o - IY .srersM,ot 9aoos •o .Weil b s o A I f aw 4 n Ci i'r w-.1ruh` • bUILLANG r Laid REVIEW PLANNING AND DEVELOPMENT SERVICES APPROVED DATE 0 TOTAL P.02 r%.J rr, ILI P-1 r. ur] 010 vt lTn \\7.. _..__..�. !`....... 1 .. L.. �. _. __. LI •l.lTel. \!.. _.. _. enT !_UU T!. •ll L_. _. wnT CUn -/..1 NORTH LINE 0r I,l£ W.165.00• Or WE s. W. 1/4 Or INE N. W. 1/4 Or SEC. 36 -19 -JO ;Jr UNC Or INE N264.0' ME S. W. 1/4 0r nfE N. W. 1/4 SEC. J6 -19 -JO LEGENI) r•I P.J/4- / J764 161h ARWEf WEST iP ro r•- 2'.1 82ROON OD g PARCEL Lo. 82.MO. /36-19-30-J00-OJr0-0000 _ bb I rSD S69 J6'01 r 62.65' M. - / J764 4' a - PROPOSED DUPLEX 20.49' 3 1PROPOSED 'e DUPLEX b 9ti oA i(f A7 49.8 I PARCEL 1.0. /J6-19-JO-J00-OJI0-0000 PiRCEL L0. / -19-JO-J00,O310-0000) PLR. 1/2 o I 01 XV2 rw.m rI.P.J 4- rnai . a / 89 J8 54 " w P : CQ + / J764 53.19' (P) h i h LOT 7 CRA552• ^ i 9�r`-V SWAL£ Vy o` f s �9 GQ. • 61Y I�6.Sg• 'Zs 9s, Ai LOT6 C -r (R.) C -r ry.) e.�n3'a�• e-�n3.1e• R.171 y R. 104 es• L -e..» 1-84.40• c-ea•u• a-83»• QP-S,r177'�0Y Q►-SJr7Ii,Y Certified to: Emory Green: Gladyic Green Ib 0 zso fP� PLOT PLAN CITY OF SANFORD - BUILDING PLAN REVIEW F977 Property Address: 120716th Street, West Sanford FL 32771 Survey number:.Sl, 93835 --0— Wood Fence The South V, of the East 82 1/2 feet of the Water Meter {Vest 165 feet of the North 264 feet of the Not to Scale Southwest 1/4 of the Northwest 1/4, Wire Fence Section 36, Township 19 South, Range 30 Telephone Facilities Fast. Lying and being Seminole County, Official Records Florida Together with a portion of Lot SANT FART7,GOLDEN NANNOLE GATFS, AHENDED PLAT, �y described as follows: Begin at the I ° Northeast corner o%said lot 7,said point B R being on a curve concave to the Southeast _ �I'„6�' having a radius of 154.88: The run Pr£_ Southwest along said curve to the left a CH distance of 30 jeer to a point on the I •0 Westerly right -of --way of Golden Gate M Circle. thence leaving said right-of-wav RAD run North24e35 "12” West a distance of 14.12:°� 24.77 jeer to a point on the North line of I said Lot 7, said point being 30 feet {Vest I \1 o of the Northeast corner of Jot 7 thence ran North 89°55 '02 •"East .p a distance of 30 o�y o feet to Point of Beginning. (,onsisting of tib H N 1129.57 square jeer more or less. E.O.P. Edge of Pavement 9' Community number. 120294 Panel. C 0070 1 �ti Suffix: F F.I.N.M, Date: 9/28/2007 S.LR. r/2• / 7IJ2 LOT 10 Flood Zone. Dole of field work: 11/2//2007 I.¢ Completion Date: 12/13/2007 20.49' 3 1PROPOSED 'e DUPLEX b 9ti oA i(f A7 49.8 I PARCEL 1.0. /J6-19-JO-J00-OJI0-0000 PiRCEL L0. / -19-JO-J00,O310-0000) PLR. 1/2 o I 01 XV2 rw.m rI.P.J 4- rnai . a / 89 J8 54 " w P : CQ + / J764 53.19' (P) h i h LOT 7 CRA552• ^ i 9�r`-V SWAL£ Vy o` f s �9 GQ. • 61Y I�6.Sg• 'Zs 9s, Ai LOT6 C -r (R.) C -r ry.) e.�n3'a�• e-�n3.1e• R.171 y R. 104 es• L -e..» 1-84.40• c-ea•u• a-83»• QP-S,r177'�0Y Q►-SJr7Ii,Y Certified to: Emory Green: Gladyic Green Ib 0 zso fP� PLOT PLAN CITY OF SANFORD - BUILDING PLAN REVIEW F977 Property Address: 120716th Street, West Sanford FL 32771 Survey number:.Sl, 93835 --0— Wood Fence W M Water Meter N T.S Not to Scale --0— Wire Fence TEL. Telephone Facilities 0 R Official Records C.L.F Chain Link Fence ® Covered Area 0 R B Official Records Book F.N. Found Nail B R Bearing Reference P.C.P Permanent Control Point CONC Concrete CH Chord P.R.M. Permanent Reference Monument M Field Measured RAD Radial PG Page CL Clear A/C Air Conditioner P/MT. Pavement ENCR Encroachment B M Bench Mark E.O.P. Edge of Pavement 4 Centerline C Calculated Re Plat Book 1=1 Concrete ZZZZ Block Wall POB Point of Beginning FL Property Line & Central Angle/Delta P.O.C. Point of Commencement C.M. Concrete Monument D.B. Deed Book P.O.L. Point on Line FIR Found Iron Rod D. Description or Deed P.C. Point of Curvature F.I.P. Found Iron Pipe D H Drill Hole P.R.0 Point of Reverse Curvature RAN Right of Way DAN Driveway PT. Point of Tangency N&D Nail & Disk ESMT Easement R. Radius (Radial) D.E. Drainage Easement EL Elevation R 0 E. Roof Overhang Easement U.E. Utility Easement F F. Finished Floor S.I.R Set Iron Rod & Cap FD Found PC M. Found Concrete Monument S/W Sidewalk PPlat F.P.K. Found Parker -Kalov Nail T.O.B. Top of Bank 0.H.0 Overhead Utilities L Length TYP. Typical PP Power Pole L.B. Licensed Business WC. Witness Corner TX Transformer L.A E Limited Access Easement 10.05 Existing Elevation CAN Cable Riser —1— Line Break Not to Scale E.O.W. Edge of Water CB Chord Bearing M H. Manhole P.C.C. Point of Compound Curve FC C. Found Cross Cut 0 Found PI Point of Intersection F Field OHL Overhead Lines T.B.M. Temporary Bench Mark GENERAL No'rES 1. Legal description provided by others 2 The lands shown hereon were not abstracted for easements or other record- ed encumbrances not shown on the plat. 3 Underground portions of footings, foun- dations or other improvements were not located 4. Wall ties are to the face of the wall. 5 Only visible encroachments located. 6 No identification found on property corners unless noted 7 Dimensions shown are plat and measured unless otherwise noted 8. Elevations if shown are based upon N.G.V.D. 1929 unless otherwise noted. 9. Adjoining lots are within the same block, unless otherwise noted 10 This is a BOUNDARY SU EY u Hess otherwise noted. 11. Not valid unless sealed vo the sig ing surveyors embossed seal. 1 hereby cemly, that this Survey a nue and 'on (1 L.B 7132 Ralph Louis R 12 FLOOD ZONE DETERMINATIONS ARE PROVIDED AS A COURTESY ONLY, AND ARE DERIVED FROM THE BEST SOURCES AVAILABLE TO THE SURVEYOR. THIS INFORMATION SHOULD NOT BE RELIED UPON FOR FLOOD INSURANCE PURPOSES. AND MAY DIFFER FROM INFORMATION PROVIDED BY OTHERS. 13. Septic tank and/or drainfleld locations are approximate and MUST be verified by appropriate utility location companies. 14. Bearing basis shown per plat unless otherwise shown. 15. Survey is for reference only unless signeA and sealed by a Florida Registered All Ines are Jhq radial unless otherwise not d Re c rti tate n o i t indicate an upd. e rta a su r • prc red under my direction Registered Land Surveyor No. 3411 Professional Surveyor and Mapper No. 6304 PLan Review Correction Letter Denman, Richard A From: Denman, Richard Sent: Tuesday, February 24, 2009 2:08 PM To: 'egenterprise(dlearthlink.ner Cc: Denman, Richard Subject: Plan Review Comment Leter Attachments: image001.jpg City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMIVMNT Date: February 24, 2009 Contact Person: Eddie Green Contact Phone Number: 407-323-1763 Contact Fax Number: 407-688-0770 Contact E-mail Address: egeoterprise@earthlinLnet Permit Application Number: 09-574 Project Description: Duplex Job Address: 1207 & 1211 W. 161h St. Page 1 of 1 The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the construction documents and Permit Application can be processed. Changes to construction documents shall be submitted on the same size format as the original submittal. Changes to construction documents that require a Florida Licensed Design Professional's seal and signature must be submitted with the appropriate seal and signature. STRUCTURAL S-1 The submittal date, provided for the exterior doors, has expired. Provide a new and current exterior door submittal for this project. Any error or omission in this construction document review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 688-5150. You may also contact me by e-mail at "richard.denman@,sanfordfl.gov ". Respectively, J and X !V enmmlia Building Inspector / Plans Examiner 2/24/2009 City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: February 24, 2009 Contact Person: Eddie Green Contact Phone Number: 407-323-1763 Contact Fax Number: 407-688-0770 Contact E-mail Address: egenterprise@earthlink.net Permit Application Number: 09-574 Project Description: Duplex Job Address: 1207 & 1211 W.16`s St. The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the construction documents and Permit Application can be processed. Changes to construction documents shall be submitted on the same size format as the original submittal. Changes to construction documents that require a Florida Licensed Design Professional's seal and signature must be submitted with the appropriate seal and signature. STRUCTURAL S-1 The submittal date, provided for the exterior doors, has expired. Provide a new and current exterior door submittal for this project. Any error or omission in this construction document review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 688-5150. You may also contact me by e-mail at "richard.denmanQsanfordfl.gov ". Respectively, Building Inspector / Plans Examiner Denman, Richard From: System Administrator To: Denman, Richard Sent: Tuesday, February 24, 2009 2:08 PM Subject: Delivered: Plan Review Comment Leter Your message To: 'egenterprise@earthlink.ner Cc: Denman, Richard Subject: Plan Review Comment Leter Sent: 2/24/2009 2:08 PM was delivered to the following recipient(s): Denman, Richard on 2/24/2009 2:08 PM PLan Review Correction Letter Denman, Richard From: Denman, Richard Sent: Tuesday, February 24, 2009 2:08 PM To: egenterprise@earthlink.net Cc: Denman, Richard Subject: Plan Review Comment Leter Attachments: image001.jpg City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: February 24, 2009 Contact Person: Eddie Green Contact Phone Number: 407-323-1763 Contact Fax Number: 407-688-0770 Contact E-mail Address: egenterprise@earthliak.net Permit Application Number: 09-574 Project Description: Duplex Job Address: 1207 & 1211 W. 16th St. Page 1 of 2 The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the construction documents and Permit Application can be processed. Changes to construction documents shall be submitted on the same size format as the original submittal. Changes to construction documents that require a Florida Licensed Design Professional's seal and signature must be submitted with the appropriate seal and signature. STRUCTURAL S-1 The submittal date, provided for the exterior doors, has expired. Provide a new and current exterior door submittal for this project. Any error or omission in this construction document review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 688-5150. You may also contact me by e-mail at "richard.denman@sanfordfl.gov ". Respectively, JUcR.axd X. JOeiumm 2/24/2009 PLan Review Correction Letter Building Inspector / Plans Examiner 2/24/2009 Page 2 of 2 Date: 12.31.2008 Re: Permit 09674 duplex Address: 1207 West 16th Street To: Eric Green Phone: 407.323.1954 Fax: 407.688-0770 2 •�j m Email: PLAN REVIEW COMMENTS City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 The following is a list of comments on the above reference project. The comments need to be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal and signed and sealed by the Architect or Engineer. 1. Provide a smoke detector outside the immediate vicinity of the 3 bedroom group. Refer to FBC Residential R313.1 Smoke alarms. 2. Provide a carbon monoxide detector outside of the bedrooms and within 10 feet of the bedrooms. Florida Statute. 3. Provide egress windows at all bedrooms. Refer to FBC Residential Section 310 Emergency escape and rescue openings. The minimum area of an approved egress window is 5.0 square feet, a minimum height of 24 inches clear and a minimum 20 inches wide. Provide documentation from the window manufacturer that the "24" windows meet the minimum standards. Correct the plans. 4. Provide a section of the porch. Indicate the foundation, the size of the post, the post framing base and framing cap. Indicate the beam and the framing hanger including fasteners that is fastened to the block wall. 5. Specify the type of mortar and the type of grout for the concrete block, including the slump and the required consolidation of the grout. 6. Please specify 7/8 inch stucco on lath at the gable ends. Cement plaster over frame construction shall have a bond break (2 layers of building paper) between the water resistive barrier and the cement plaster. Refer to FBC Residential R703.6.3. Please provide detail and correct drawings. 7. Provide flashing at the intersection of the concrete block gable end with the wood frame gable end above. Corrosion -resistive flashing shall prevent the entry of water into the wall cavity and shall extend to the surface of the exterior wall finish and shall prevent the water reentering the exterior wall envelope. Refer to FBC R703.8 Flashing. A further description can be seen at FBC 1405.3 Flashing and 1403.9 Drained wall assemblies. Provide a detail of the flashing. 8. Provide 1 1/2 inch deep furring of the concrete block wall and 2 inch deep electrical boxes to maintain the integrity of the rated wall or provide a detail of a code approved fire barrier. Refer to FBC Residential 317.3 Rated partitions. 9. The concrete block gable end detail on sheet S-1 references the use of 2d nails. Please correct. 1O.The plans indicate R-19 ceiling insulation, but the energy code indicates R-30. Please correct. Indicate the wall insulation on the wall section. 11.The energy code form calls for a ceiling fan credit, but no fans are shown on the floor plan. Please correct. 12.The energy code form calls for 190 square feet of glass, but the plans call for 242 square feet of glass. Please correct. 13.The floor plan shows "35" windows across the front. The dimensions for the openings for the same windows do not match the window sizes. Please correct. The rough opening for a 35 window is approximately 4 feet six inches wide. The applicant will need to come to the Sanford Building Department office and add the revised sheets (and remove the original sheets) to the permit set or resubmit a completely new set of drawings. RESUBMITTAL.S Please "cloud" all changes items so we can clearly identify revisions. Please submit all revised items including building, mechanical, plumbing, electrical and fire at one time. Track your permit at https:Hegov.sanfordfl.gov/Click2GovBP/SelectPermit.jsp If you have questions regarding this plan review, please telephone me. Michael Christensen Plans Examiner Phone: 407.688.5150 Fax: 407.688.5152 Email: ChristensenM@)Sanfordfl.gov 1 REVISION OFFICE PERMIT # a 95 H DATE y~� PROJECT ADDRESS -07 CONTRACTOR PHONE # 4//7' 0 7^ 6 y6 7 FAX # '101 6�,-grr/ ,Q 7 7.17 DESCRIPTION OF REVISION //,,% ajAW1r,Y _7r-�,Jrn-af e 6&alv;�l X -,/ rz x 6 1/ UTILITY DEPT FIRE PREVENTION PLANNING BUILDING • STRUCTURAL DESIGN SERVICES CEG COA#27213 235 S. MAITLAND Suite 216 o Eduardo Avellaneda MAITLAND, FL 32751 P.E. #40040 Phone (407) 645-2799 CEG 2480 E. Michigan Street fax (407) 645-0995 o Orlando, FL 32806 SANFORD DUPLEX REVISION EMKIN, 04-24-09 PERMIT # 09574 R FELOFFICE 9 ADD 1- PLY OF 2 X 6 SPRUCE #2 TO���� ��-.�? EXISTING 2 PLY 2 X 6 SYP #2 LEDGER W/ 2 -ROWS OF 12 D'S 16" O.C. TO INCREASE BEARING OF MONO TRUSS �1_7flj�-aj I I LEDGER ENHANCEMENT DETAIL CEG COA#27213 vellaneda P.E.. 40 2480 E. Michigan Street Orlando, FL 32806 CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 7/06/09 Parcel Number . . . . . 36.19.30.300-031A-0000 Property Address . . . 1207 1211 W 16TH ST SANFORD FL 32771 Subdivision Name . . . Legal Description . . . SEC 36 TWP 19 RNG 30 N 1/2 OF E 82.5 FT OF W 165 FT OF N 264 FT OF SW 1/4 OF NW 1/4 Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . ERIC GREEN Contractor . . . . . . Application number 09-00000574 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . MINIMAL FLOODING Approved . . . . . . . a o,, I oll - Building Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. IV BLANTON, DEBORAH From: Morrison, Kimberly Sent: Monday, July 06, 2009 12:31 PM To: Blanton, Deborah Cc: RICHARDS, DAVID; Brooke, Scott 120T18112W 1 1 --- Street 1206 81208 Golden Gate Elevation Certificates are approved by Planning and Zoning. Please contact me if you have any questions Thank you K4*P&"0rr4w1V Planning Technician City of Sanford Planning and Development Services 300 N. Park Avenue PO Box 1788 Sanford, FL 32772-1788 407.688.5000 ext 5804 Morrisonk@sanfordfl.gov 7/6/2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 J11 Federal Emgrgency Management Agency I Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION cFor'Insurance Company,.Usw Al. Budding Owner's Name Emory Green; Gladyis Green . Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1207 8 1211 1 Wh Street, West City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Parcel ID: 36-19-30-300-0310-0000 A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N 28.7976 Long. W 81.28038 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Budding Diagram Number 1A A8. For a budding with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq it a) Square footage of attached garage N/A sq it b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number 82. County Name B3. State Sanford - 120294 Seminole I FLORIDA 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) Bl l . Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized SCBM # 4774501 Vertical Datum 1988 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) U.§3 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NN/A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NN/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building X1.13 A/ ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 30.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 211.0 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1 '� This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation ' information. I certify that the information on this Certificate represents my best eflbrts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. C�<'heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ., '\ licensed land surveyor? ❑ Yes --� No , Name Swerdloff 8 Perry Surveying, Inc. it Ma State FL ZIP Code 32746 Mary / r '\l FEMA Form 81-31, Mar 09 Sde ieverse side for continuation. Replaces all previous editions B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO070 F Date Effective/Revised Date 1 Zone(s) AO, use base flood depth) 9/28/2007 9/28/2007 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) Bl l . Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized SCBM # 4774501 Vertical Datum 1988 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) U.§3 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NN/A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NN/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building X1.13 A/ ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 30.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 211.0 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1 '� This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation ' information. I certify that the information on this Certificate represents my best eflbrts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. C�<'heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ., '\ licensed land surveyor? ❑ Yes --� No , Name Swerdloff 8 Perry Surveying, Inc. it Ma State FL ZIP Code 32746 Mary / r '\l FEMA Form 81-31, Mar 09 Sde ieverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. I For, Insurance Company Uses Building Street Address (including Apt.. Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. , Rolicy, Number 1207 & 1211 16th Street, West ►' City Sanford State FL ZIP Code 32771 Comcanv,,NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of thirElevation)Cetrtifigite fo!41) co;pmunity official, (2) insurance agent/company, and (3) building owner. Signature Date I. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is❑feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A. 8, and E are correct to the best of my knowledge. Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments 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. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 • -Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION tFoOnsuranceCompany.Use: Al. Building Owner's Name Emory Green: Gladyis Green i Pofi*Number A2. BuildingStreet Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Comparry_•NAIC•Number 1207 & 1211 16'" Street, West City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Parcel ID: 36-19-30-300-0310-0000 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N 28.7976 Long. W 81.28038 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq 4 a) Square footage of attached garage NIA sq It b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 82. County Name B3. State Sanford - 120294 1 Seminole I FLORIDA 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SCBM # 4774501 Vertical Datum 1988 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 31.63 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NN/A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 31.13 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 30.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 31.Q ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION , '1 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0-6heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes No Certifier's Na Ralph Swerdl Louis Ramirez License Numb #341 304 T Surveyor Company Name Swerdloff & Perry Surveying, Inc. Address 3 W Co u City Lake Mary State FL ZIP Code 32746 ` \� FEMA Form 81-31, Mar 09 Sde reverse side for continuation. Replaces all previous editions B4. Map/Panel Number B5. Suffix 86. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/28/2007 9/28/2007 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SCBM # 4774501 Vertical Datum 1988 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 31.63 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NN/A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 31.13 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 30.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 31.Q ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION , '1 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0-6heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes No Certifier's Na Ralph Swerdl Louis Ramirez License Numb #341 304 T Surveyor Company Name Swerdloff & Perry Surveying, Inc. Address 3 W Co u City Lake Mary State FL ZIP Code 32746 ` \� FEMA Form 81-31, Mar 09 Sde reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Foulitsurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Rolicy, Number 1207 & 1211 16th Street, West ' City Sanford State FL ZIP Code 32771 I-ComDanv.,NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of tltis•Elevation]Cgrtifi96te for,(1) community official, (2) insurance agenticompany, and (3) building owner. Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B. and C. For Items E1 -E4, use natural grade, it available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A. S. and E are correct to the best of my know/edge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments 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. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions d Yy'IIIV... l.-, - WAG Ivl Y1 Y. I L JL /-.V - •V"I 1V I.VOO.IVJI - 1 1A -.V I.VOO.IV71 The North %, of the East 82 %, feet of the West 165 feet of the North 264 feet of the Southwest '/, of the Northwest. 1141, Section 36, Township 19 South, Range 30 East, Lying and Being in Seminole County, Florida. Community number: 120294 Panel: 0070 Suffix: F F.I. R. M. Date: 9/28/2007 Flood Zone: Date of field work: 6/24/2009 Completion Date: 6/25/2009 Certified to: Emory Green; Gladyis Green. FINAL SURVEY: 6/25/2009 F.1. P. 3/4 " y 3764 �,fe,i.e>vly� lrn Di"'A I � nor r r IMPROVED 16th S REEF WEST S89*2529"E 82.50' D FD. 1 FOP 82.37' M.W. SQUARE11 IRON ROD 5' S/IY . NORTH LINE OF THE WEST 165 FEET OF THE SW 1/4 OF THE NA 1/4 OF SEC J6-19—JO PARCEL 1.0. 136-19-30-300-0310-0000 tL I S8936 01 E 82_65' M. F.1. P. J/ / 3764 LOCATION SKETCH Not to Scale 4.5' SANITARY _5' MANHOLE II I Mb 13yF.1.R.5/8" 4 _ _J 3764 dg ' 18.58' N�o n ON � N -.0— Wire Fence I inn 3 3 1U+1 to N N pw0 f= 0 b O W z u. a 30� 0 tL I S8936 01 E 82_65' M. F.1. P. J/ / 3764 LOCATION SKETCH Not to Scale 4.5' SANITARY _5' MANHOLE II I Mb 13yF.1.R.5/8" 4 _ _J 3764 49.8' 2.4' 0.4 i a PARCEL LD. 136-19-30-300-0310-0000 IN89 32'14 "W 82.78' M. 82.50' 0. w PARCEL 1. D.N I PARCEL /.D. p36-19-30-300-0310-0000 o y36-19-30-300-0310-0000 2 -- 1 F.l.P.3/4' # 3764 --0— Wood Fence ' O NJ S Not to Scale -.0— Wire Fence TEL. CONICNLA\.t.YPORAar O.R. Official Records C.L.F. Chain Link Fence ® LCONO4 O.R.B. Official Records Book F.N. Found Nail B.R. Bearing Reference PC P Permanent Control Point CONC Concrete CH Chord P.R.M. Permanent Reference Monument M Field Measured RAD Radial PG. Page CL Clear O :iCONSTRUCTION Air Conditioning PVMT Pavement ENCR POWRPOLE 49.8'001 Bench Mark E.O.P. Edge of Pavement OR O M.P. - wow POTJ POLE cd C. Calculated 14.12' Plat Book O Concrete ZZZZ Block Wall P.O.B. Point of Beginning w Property Line & Central Angle/Delta P.O C. Point of Commencement C.M. FF ELEV 31.63 D.B. I P.O L. Point on Line LOT 13 ONE STORY D. Description or Deed P.C. Point of Curvature F.I.P. DUPLEX D.H. Drill Hole P.R.0 Point of Reverse Curvature O Right of Way O/W Driveway P.T. Point of Tangency N&D 7 Cd < R. Radius (Radial) D.E. 49.8' 2.4' 0.4 i a PARCEL LD. 136-19-30-300-0310-0000 IN89 32'14 "W 82.78' M. 82.50' 0. w PARCEL 1. D.N I PARCEL /.D. p36-19-30-300-0310-0000 o y36-19-30-300-0310-0000 2 -- 1 F.l.P.3/4' # 3764 --0— Wood Fence W.M. Water Meter NJ S Not to Scale -.0— Wire Fence TEL. Telephone Facilities O.R. Official Records C.L.F. Chain Link Fence ® Covered Area O.R.B. Official Records Book F.N. Found Nail B.R. Bearing Reference PC P Permanent Control Point CONC Concrete CH Chord P.R.M. Permanent Reference Monument M Field Measured RAD Radial PG. Page CL Clear A/C Air Conditioning PVMT Pavement ENCR Encroachment B.M. Bench Mark E.O.P. Edge of Pavement GiCenterline Louis R. Ramirez C. Calculated P.B. Plat Book O Concrete ZZZZ Block Wall P.O.B. Point of Beginning FL Property Line & Central Angle/Delta P.O C. Point of Commencement C.M. Concrete Monument D.B. Deed Book P.O L. Point on Line F.I.R. Found Iron Rod D. Description or Deed P.C. Point of Curvature F.I.P. Found :toPipe D.H. Drill Hole P.R.0 Point of Reverse Curvature RtW Right of Way O/W Driveway P.T. Point of Tangency N&D Nail b Disk ESMT Easement R. Radius (Radial) D.E. Drainage Easement EL Elevation R.O.E. Roof Overhang Easement U.E. Utility Easement F.F. Finished Floor S.I.R. Set Iron Rod b Cap FD Found F.C.M. Found Concrete Monument S/W Sidewalk P Plat F.P.K. Found Parker•Kelon Nail TO B Top of Bank O.H.U. Overhead Utilities L Length TYR Typical PP. Power Pole L.B. Licensed Business W.C. Witness Corner TX Transformer L.A.E Limited Access Easement 10.05 Existing Elevation CAN Cable Riser —'t.— Line Break Not to Scale E.O.W. Edge of Water CB Chord Bearing M.H. Manhole P.C.C. Point of Compound Curve F.C.C. Found Cross Cut 0 Found PI Point of Intersection F. Field OHL Overhead Lines T.B.M. Temporary Bench Mark FI.Rj 518 FD4X4 CM 1. Legal description provided by others. 0.5' 0.5' FENCE ONPL abstracted for easements or other recorded ONLY, AND ARE DERIVED FROM encumbrances not shown on the plat. THE BEST SOURCES AVAILABLE TO 3. Underground portions of footings, THE SURVEYOR. THIS INFORMATION — T.C.P. 12.1' F.I.R.(\FENCE) W.P. FLOOD INSURANCE PURPOSES, AND TO T.C.P. MAY DIFFER FROM INFORMATION 5. Only visible encroachments located. I S.1.R.1/2 I 3.9' F.I.P. TO W.P. 13. Septic tank and/or drainlield locations are LOT 10 1 Property Address: 1207 & 1211 16th Street, West Sanford, FL 32771 Survey number: SL 93835 is GIN r, KA L IN V I GA 1. Legal description provided by others. 12. FLOOD ZONE DETERMINATIONS 2. The lands shown hereon were not ARE PROVIDED AS A COURTESY abstracted for easements or other recorded ONLY, AND ARE DERIVED FROM encumbrances not shown on the plat. THE BEST SOURCES AVAILABLE TO 3. Underground portions of footings, THE SURVEYOR. THIS INFORMATION foundations or other improvements were SHOULD NOT BE RELIED UPON FOR not located. FLOOD INSURANCE PURPOSES, AND 4. Wall ties are to the face of the wall. MAY DIFFER FROM INFORMATION 5. Only visible encroachments located. PROVIDED BY OTHERS. 6. No identification found on property corner/ 13. Septic tank and/or drainlield locations are unless noted approximate and MUST be verified by 7. Dimensions shown are plat and measured appropriate utility location companies. unless otherwise noted. 14. Bearing basis shown per plat unless 8. Elevations if shown are based upon otherwise shown. N.G.V.D. 1929 unless otherwise noted. 15. Survey is for re rence only unless signed 9. Adjoining lots are within the same block, and at by a o 'do egistered Land unless otherwise noted. Sury 10. This is a BOUNDARY SURVEY unless 1 II 1 as . e of ad u ass otherwise olherwise noted. of . 11. Not valid unless seated with the signing 17 Rec rlifi io f indicate an surveyors embossed seal. upd to. I hereby corny roof this survey Is a rrve and coned r pn nfen n a rye ra vd under my direction. L.B. 7132 SXPIRalph Swerdloff RWiered Land Surveyor No 3411 Louis R. Ramirez PretebegrW Surveyor end Mapper No. 6304 E&G ENTERPRISE IEAG ENTERPRISE I June 24, 2009 Sanford Building/Development Department I 101 East First Street Sanford, Florida 32771 To Whom It May Concern: This letter is in regards to the new construction project, permit number 09-574 and address 1207 & 1211 West 16th Street in Sanford, Florida. Due to the high theft rate within the community and the rise in crime, we decided to prolong the final installation of the A/C compressor on the exterior of the property. Once we have found a tenant for the apartment, we will then proceed with the installment of the compressor. The Sanford Building Department will be notified once the compressors are in place. If you have any questions or concerns with this matter, please call our office at (407) 323-1763. Thank you for your time and understanding. Sincerely, 1 Eric Green Property Manager./Owner 1207 & 1211 W l6th Street Sanford, FL 32771 STRUCTURAL DESIGN SERVICES 235 South Maitland Ave. Suite 216 Maitland, FL 32751 SDS Phone (407) 645-2799 fax (407) 645-0995 GREEN DUPLEX JOB: 1207 & 12011 WEST 16TH ST. SANFORD, FL P.# 09574 CEG COA#27213 Eduardo Avellaneda P.E. #40040 CEG 2480 E. Michigan Street Orlando, FL 32806 6-22-09 THIS LETTER IS TO CONFIRM THAT STRUCTURAL DESIGN SERVICES INSPECTEDTHE ROOF SHEATHING AND DRY -IN. UPON VISUAL INSPECTION OF THE ROOF SHEATHING, 15 # FELT PAPER DRY IN, AND FLASHING, WE HAVE DETERMINED THAT IT IS INSTALLED AND FASTENED PER PLAN AND MEETS OR EXCEEDS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 W/ 09' SUPPLEMENTS RESIDENTIAL EDITION PER ASCE 7-05 I ter±-,�`'!► � CEG COA#27213 Eduardo Avellaneda P.E. #40040 2480 E. Michigan Street Orlando, FL 32806 JUN 2 4 2009 STRUCTURAL DESIGN SERVICES 235 South Maitland Ave. Suite 216 Maitland, FL 32751 SDS Phone (407) 645-2799 fax (407) 645-0995 GREEN DUPLEX JOB: 1207 & 12011 WEST 16TH ST. SANFORD, FL P.# 09574 CEG COA#27213 Eduardo Avellaneda P.E. #40040 CEG 2480 E. Michigan Street Orlando, FL 32806 6-22-09 THIS LETTER IS TO CONFIRM THAT STRUCTURAL DESIGN SERVICES INSPECTEDTHE ROOF SHEATHING AND DRY -IN. UPON VISUAL INSPECTION OF THE ROOF SHEATHING, 15 # FELT PAPER DRY IN, AND FLASHING, WE HAVE DETERMINED THAT IT IS INSTALLED AND FASTENED PER PLAN AND MEETS OR EXCEEDS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 W/ 09' SUPPLEMENTS RESIDENTIAL EDITION PER ASCE 7-05 Vial. m-mmq, -7F4 CEG COA#27213 Eduardo Avellaneda P.E. #40040 2480 E. Michigan Street X364 � 4 2009 os 33it'l11j �r D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ©q,,5-14 /�3 Application No: Documente Construction Value. $ Job Address: � /)// P T */AS1r-"/ Historic Distric Yes ❑ No l��� L.J S Parcel ID: 6 —W-100-0 -6000 Zoning: Description of Work: 011SAWC114 1f Of IVrK) A05JW 4 P Plan Review Contact Person:l 'd d;c 6re-17�/ Title: Phone: y07) 7 f7-%'16 7` ,/ Fax: ( to& 0 - 0770 E-mail: Property Owner Information `' Phone: q0 3d3- 1 g 5 7 Name Cr/,C 6 err /1 Street: .5 s //'v e City, State Zip: , 501(44 rl 3 771 Resident of property? : Contractor Information Name //lc 6 ✓ -r'11 Phone: q0 7- 3,) 3 - %95 V St:eet: /a'vc Fax: C SIT -0 %70 city, State Zip: �)Qrl o�d s %l .307 7%I State License No.: Architect/Engineer Information P'#me: /s*,&tluzol"ef 51" Phone: NO a1 ?0 " 2 7 /p f Street: 531 (Jl, 5 f 5,e_ S U/ k '-�605 Fax: T City, St, Zip: A limen if S r; (% E-mail: Bonding Company: Address: Building Permit `f Square Footage: 25!3� No. of Dwelling Units: Electrical Mortgage Lender: Address: PERMIT INFORMATION Construction Type: &0 61& No. of Stories: I Flood Zone: 171) New Service —, No. of AMPS: 300 Mechanical G"(/Duct layout required for new systems) Plumbing C New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate tlie; plan review fee based on past permit activity levels. Should calculated charges exceed the documented` construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. , Signature of caner/Agent Dat 1=r% C. C rct-0 Print Owner/Agent's Name QA l 1.2112 ignature o otary- tate of Florida Date Owner/Agent is Persc Produced ID Type APPROVALS: COMMENTS: Rev 11.08 A lith"I- to �0 �1b1S Z0NIN9C• i c O•• f� A, �,e���c • . ENGINEE�" : �O•Ssiwwoo : . 3 4111111111101 FIRE: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: