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1509 Roundtree Ave 02-794 Improve and Add.CONTRACTOR IIC)NI Nt,`MBER ADD R I;SS 2an ELECTRICALTRIC'AL, 'ONTRAC'"I'O I'C'I I ANIC AL, CONTRACTORIOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOROR PRMgT Ngq Bg;•R FEE MISCELLANEOUS CONTRACTOR PEP, mi,r NUMBER FEE SI: I I)I TISIO 1 ERMI i, ;f D A ' s L PER IT I)ESCRIPTII.3N SQL)' ARE I°C3I "i` GI _ I October 18, 2002 To Whom It May Concern Due to an unfortunate situation, I am writing to ask for an extension on my building permit. Unfortunately, I will not be able to have the work started until after January 1, 2003. Thank you very much for your cooperation. Sincerely, Rena L. Tillman 1 SO(t rdjf v 4'1' . San%A C-L. 327 140-7-323-cl 7 k a NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 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. 1. Description prop rty: (legal description of the property and street address if available) 2. General description of improvement: 3. Owner information a. Name and address 1 G b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address 0AXrr b. Phone number Fax number 5. Surety a. Name and addressee r b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address (i . C-( b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from date is specified) I Swo tlo` (o affirmed rijubscribed fore e this / day of Pe sonally Known OR Produced Identification Type ofildentification Produced Si, ature of N tary Public, $tate of Florida Commission Expires: p 10 q of a different V Signature of Owner h 20 10 by Y ^ ' • LATOYA N. BARRETT r MY COMMISSION # CC 907400 a= EXPIRES: February 2, 2004 Bonded Thru Notary PU6tic Underwdters - CITY OF SANFORD PERMIT APPLICATION 4.. -bz Permit No.: Job Address: Permit Type: _L,-' Buildi Description of Work: iql Date:` 2` 2 Op+ f 2 g Electrical Mechanical Plumbing Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration Change of Service _-Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Dra' age els Number of Gas Lines Occupancy. Type: Residential . Commercial Industrial Total Sq F _ Value of Work:,$ iQ, ) Type of Construction: Flood Zone: Number of S o Number of'Dwelling Units: Parcel No.: ; (.Attach Proof of Ownership J& Legal Description) Owner/ Address/Phone: ' t V T 1 2 l9161,92600 ; 1i (C1 t % 377%t C0- 3:1-2glo C Contractor/ Address/Phone: State License Number: Contact Person , Ii,iwan Phone & Fax Number: _Q7, , )23 - 1 _-7 (o l D`l- I j y - 23 Title Holder (If other. than Owner): p Address: f Bonding Company: Address: Mortgage Lender: Address: ' Architect/ Engineer Phone No.: Address: Fax No.: 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 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found inn- public re rds of this county, and there may be additional permits required from other governmental entities such as agem t g r' ,- s a agencies, or federal agencies. A tance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 2 i a r/ Date ateSignature of Contractor/Agent Date a Print caner/Agent's Name l V Print Contractor/Agen.t's Name ignature, of Notary -State of lorida Date Signature of Notary -State of Florida Date 0 10 ANN; R JOHNSON MY 4't4 SSION # CC 921808 N f_R RES March23,2004 9TFOFFOQ `yT ,r ye,hru Bodget Notary services Own Agent is Person Known.) or Contractor/Agent is Personally Known to Me or oduced ID DG 5 Produced ID APPLICATION APPROVED BY: _-_ /- Date: Z Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page I of I FPARCEL DETAIL 0 ' f TH ST 6illYitlS e Illor i Ft. 327? 1 a GENERAL Parcel Id: 3066-1-30-514-0000- Tax District: VALUE SUMMARY SANFORD 01-SINGLE Value Method: Market Owner: TILLMAN ROZLAND H Dor: FAMILY Number of Buildings: 1 Address: 1620 ROUNDTREE AVE Depreciated Bldg Value: $20,313 City,State,ZipCode: SANFORD FL 32771 Exemptions: Depreciated EXFT Value: $238 Property Address: 1509 ROUNDTREE AVE Land Value (Market): $6,769 SANFORD 32771 Land Value Ag: $0 Subdivision Name: LEAVITTS SUBD W F Just/Market Value: $27,320 Assessed Value (SOH): $27,320 SALES Deed Date Book Page Amount Vac/Imp Exempt Value: $0 QUIT CLAIM DEED 05/2001 04101 0789 $100 Improved Taxable Value: $27,320 QUIT CLAIM DEED 05/2001 04101 0786 $100 Improved li Amount: $573 ithin ,nis Subdivision LAND Land Unit Land LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Units Price Value W 100 FT OF LOT 5 W F LEAVITTS SUBD PB 1 FRONT FOOT & 127 100 65.00 $6,769 PG 27 000 DEPTH 11 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1950 3 1,062 816 CONC BLOCK $20,313 $28,212 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 113 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 108 Appendage / Sgft OPEN PORCH FINISHED / 25 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 1979 99 $238 $594 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. re_vveb. seminole_county_title?parcel=3619305140000005C&cpad=roundtree&cpad_num=02/28/2002 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING O\vncrs of property when acting as their o\\71 contractor and providing direct. onsite supervision themselves of all \vork not performed by licensed contractors. when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commcreial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease; of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The Owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection; the term "owners of property` includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires constriction 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 \•our property, to act as \'our own contractor with certain restrictions even though you do not have a license. You must provide direct. onsite supervision of the construction \:ourself. You maw build or improve a onc-family or two-family residence or a farm outbuilding. You mar• also build or improve a commercial building, provided vom- costs do not exceed $25,000. The building or residence must be for \'our o\wn use or occupancy. It maw 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 I \'car 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 ma\• 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 b' you have licenses required by State law- and by county or municipal licensing ordinances. You maw not delegate the responsibility for supervising 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 \'our 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 em loy e, all as prescribed by law. Your constriction must comply with all applicable laws; ordinanc uildin codes; at d zoning regulations. do hereby state that 1 am qualified and capable of performing the requ - ed construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and \will personally supervise all work allowed }. \y on the permitted stricture. O\\ ier/Builder Signature Date 94 iCz7Z.411y AL /1LL1t4,q;1- Print Owncr/Builder Namc h, . n 4" 1 S'•cIZ Signature of Notai7 -S ate of Florida Date Owner is Pci-sonally Known to iNle or has Produced ID _P'L. L_ 'r `Yj %Z 0938D u C JO ANN M. JOHNSON ro,, Pv A, t MY COMMISSION # CC 921808 EXPIP.ES: March 23, 2004 r rFOi eweed?m Buago_ r_ Notary SoNIce! Fl FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TILLMAN Builder: OWNER Address: 1509 WILLIAM AVE. Permitting Office: City, State: SANFORD, FL 32771- Permit Number: Owner. RENA TILLMAN Jurisdiction Number: Climate Zone: Central I_ New construction or existing Addition - 12. Cooling systems 2. Single fwnily or multi -family Si igle fancily - a. Central Unit Cap: 18.0 kBtuAtr - 3. Number of units, if multi -family I - SEER: 12.00 - 4. Number of Bedrooms 2 - b. N/A 5. is this a worst case? No - 6. Conditioned floor area (11) 716 ft' c. N/A 7. Glass area 6t type a. Clear - single pane 48.0 ft' _ 13. Heating system* b. Clear - double pane 0.0 ft= - a. Electric Heat Pump Cap: 18.0 kBtu/hr - e. Tint/other SC/SHGC - single pane 0.0 fi' - HSPF: 6.80 - d. Tint/other SC/SHGC - double pane 0.011, b. N/A 8. Floor types a. SlabOn-Grade Edge Insulation R=0.0, 85.1(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 675.0 W - EF: 0.88 - b. N/A - b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceilutg types 13I.113-Dedicated heat pump) a. Under Attic R=19.0, 716.0 11= _ 15. HVAC credits CF, _ b. N/A CF-Cell ng fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0, 35.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-1-f-Multizone heating) Glass/Floor Area: 0.07 Total as -built points: 10431.00 PASSTotalbasepoints: 12560.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYFRNIE WATSON CAC036824 DATE: O I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and yot-tie Sr4 specifications covered by this calculation indicates compliance , 9 with the Florida Energy Code. b Before construction is completed this building will be inspected for e compliance with Section 553.908 WeFloridaStatutes. coo BUILDING OFFICIAL: " DATE: FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1509 WILLIAM AVE., SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 716.0 42.08 5422.9 Single, Clear W 1.5 5.0 24.0 53.47 0.88 1128.0 Single, Clear E 1.5 5.0 24.0 59.31 0.88 1252.7 As -Built Total: 48.0 2380.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adaicent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 4.2 675.0 1.16 783.0 Exterior 675.0 1.90 1282.5 Base Total: 675.0 1282.5 As -Built Total: 675.0 783.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 716.0 0.60 429.6 Under Attic 19.0 716.0 1.10 787.6 Base Total: 716.0 429.6 As -Built Total: 716.0 767.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 85.1(p) -31.8 2706.2 Slab -On -Grade Edge Insulation 0.0 85.1(p) 31.90 2714.7 Raised 0.0 0.00 0.0 Base Total: 2706.2 As -Built Total: 2714.7 INFILTRATION Area X BSPM Points Area X SPM Points 716.0 14.31 10246.0 716.0 14.31 10246.0 Summer Base Points: 14674.8 Summer As -Built Points: 11482.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11482.6 1.0001 1.090 0.284 0.950 3378.6 14674.8 0.3577 5249.2 11482.6 1.00 • , 1.090 0.284 0.950 3378.6 EnergyGauge*" DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1509 WILLIAM AVE., SANFORD, FL, 32771- PERMIT#: I BASE AS -BUILT GLASS TYPES X Conditioned X BWPM Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 716.0 4.79 617.3 Single, Clear W 1.5 5.0 24.0 10.74 1.02 262.2 Single, Clear E 1.5 5.0 24.0 9.96 1.03 245.1 As -Built Total: 48.0 607.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 4.2 675.0 3.26 2200.5 Exterior 675.0 2.00, 1350.0 Base Total: 675.0 1350.0 As -Built Total: 675.0 2200.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM Points Under Attic 716.0 0.60 429.6 Under Attic 19.0 716.0 1.00 716.0 Base Total: 716.0 429.6 As -Built Total: 716.0 716.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 85.1(p) 1.9 161.7 Slag -On -Grade Edge Insulation 0.0 85.1(p) 2.50 212.8 Raised 0.0 0.00 0.0 Base Total: 161.7 As -Built Total: 212.8 INFILTRATION Area X BWPM Points Area X WPM Points 716.0 0.28 200.5 716.0 0.28 200.5 Winter Base Points: 2034.7 Winter As -Built Points: 3436.1 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3436.1 1.000 1.116 0.502 1.000 1924.5 2034.7 1.0730 2183.2 3436.1 1.00 -., 1.116 0.502 1.000 1924.6 EnergyGaugeTM DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1509 WILLIAM AVE., SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2564.00 5128.0 50.0 0.88 2 1.00 2564.00 1.00 5128.0 As -Built Total: 5128.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 5249.2 2183.2 5128.0 12560.4 3378.6 1924.5 5128.0 10431.1 PASS t. EnergyGauge"' DCA Form 600A-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1509 WILLIAM AVE., SANFORD, FL, 32771- PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continu04.13 air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.AB6.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mu&story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. 6A-22 OTH CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff must be provided. External or built-in heat trap required, Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal effic lency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 nallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge^' DCA Form 60OA-97 EnergyGauge&FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.7 The higher the score, the more efficient the home. RENA TILLMAN, 1509 WILLIAM AVE., SANFORD, FL, 32771- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 18.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 12.00 - 4. Number of Bedrooms 2 - b. N/A 5. Is this a worst case? No - 6. Conditioned floor area (W) 716 ft' c. N/A 7. Glass area & type a. Clear - single pane 48.0 fi' - 13. Heating systems b. Clear - double pane 0.0 W - a. Electric Heat Pump Cap: 18.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft' - HSPF: 6.80 - d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 85.1(p) ft - c. N/A b. N/A c N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, lilt Insul, Exterior R=4.2, 675.0 ft' - EF: 0.89 - b. N/A - b. N/A c. N/A d. N/A c. Conservation credits e. N/A l R-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 716.0 ft' - 15. HVAC credits CF. - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AN: Attic Sup. R=6.0, 35.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: NOTE. The home's estimated energy performance score is only available thrqugh the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergySta designation), your home may qualify for energy efficiency mortgage (EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (C) 1986 by A.C.C.A.) Project TILLMAN IPrepaired by: Address 1509 WILLIAM AVE. IBARNES A/C & HEATING City SANFORD 1915 W. 2ND ST. State/Zip FL 32771- ISANFORD , FL. Owner RENA TILLMAN ITEL:1-407-323-3517 Builder OWNER IFAX:1-407-321-5579 HVAC Contr lemail: Cond Floor Area 716 (Total Glass Area = 48 Conditioned Floor Area to Total Glass Area Ratio = 6.7% USA Climatic Conditions Design Conditions * Geographical Location I Sanford, Florida North Latitude / Elevation 1 280 14Ft. Above Sea Level Outdoor Winter Dry Bulb 1 380 Indoor Winter Dry Bulb 170° Winter Temperature Diff. wTd) 132° Outdoor Summer Dry Bulb 1930 Outdoor Summer Wet Bulb 176° Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 44 Indoor Summer Dry Bulb 175° Summer Temperature Diff.(sTd) 1 180 Summer Daily Range 1170 Medium Deviation) HEATING SUMMARY * RENA.ENB * COOLING SUMMARY * SUBTOTAL 16518.7 1 STRUCTURE SENSIBLE = 7737.7 1 OCCUPANTS + 1200.0 1 APPLIANCES + 1200.0 I SUBTOTAL SENSIBLE = 10137.7 DUCT LOSS 825.9 1 DUCT GAIN + 1013.8 TOTAL LOSS 17344.6 1 TOTAL SENSIBLE = 11151.5 MECHANICAL VENT.- 50 CFM = 1760.0 1 MECHANICAL VENT.- 50 CFM = 990.0 1 TEMP.SWING 3.0°@ 95° x 1.0 MINIMUM EQUIPMENT LOSS = 19104.6 1 MINIMUM EQUIPMENT SENSIBLE - 12141.5 20% OVERSIZE LOSS = I-------------------------------------------- 3820.9 1 20% OVERSIZE SENSIBLE = 2428.3 EQUIPMENT LOSS 19104.6 1 EQUIPMENT SENSIBLE + 12141.5 MAXIMUM EQUIPMENT LOSS = 22925.5 1 MAXIMUM EQUIPMENT SENSIBLE = 14569.8 I I TOTAL LATENT = 4705.7 1 EQUIPMENT SENSIBLE + 12141.5 1 EQT.SENSIBLE + LATENT = 16847.2 AIR FLOW FACTORS * HEATING FACTOR BTUH/CFM) = 29.1 1 COOLING FACTOR (BTUH/CFM) = 16.4 HEATING CFM 656.7 1 COOLING CFM = 595.3 EQUIPMENT SELECTION * EQT. MANUF I SENSIBLE CLG BTUH) CU MOD # I LATENT CLG BTUH) AHU MOD # I TOTAL CLG BTUH) HEATING INPUT BTUH) I TONAGE HEATING OUTPUT BTUH) I S)EER HEATING CFM BTUH) I COOLING CFM AFUE/HSPF I TYPE Nv O O) C j Ui A O C z 0 W "o S 88'48'05" E 4, cLF o 00.00' N waoD C' E W n 22 V' jj D o CXIST. GONG. A p C5 Td(uc Ywtc3 C 21 20 jigW z LC Z0.p / tl P ®O I w aoo 54. f I P UGH POLE I r W O O r 3 .5 O O 15 4'CLF 3.60' W S 88'48'05" E 200.0on' 16 T" STREET PLAN FOR: RENA TILLMAN ADDRESS: 1509 WILLIAMS AVE. PLOT PLAN DATE:11i2000 SCALE: l ; 3o PAGE: PROP. I.D.# 34'„ 72z :,••I ra 7 4'8 - 78 4.8 t L11,2 I t75 I BEDROOM 11a8x12•3 \ t CLOSET v ai.xv N N u' ttOSET v \ I4• 4'f .7,0 • o I l \ BBe - =dose = I 4 N BEDROOM m I 10'x 11' LIVING AREA e842 I 10.10 sq n Ti I i LEGEND -WALLS 88— I , 5'3 T—' 34.11 = 8" CONC. WALL 4" WOOD FRAMED WALL EXISTING FLR. PLAN BEFORE MODIFICATIONS RICHARDSON ENGINEER4NG PLAN FOR: RENA TILLMAN 131 Zelma Street ADDRESS: 1509 WILLIAMS AVE. Orlando, Florida 407) 421-4002 DATE:1 v2000 SCALE: I PAGI 9 ZS FILE: TILLMAN 1 PROP. I.D.# j INGANOdsc-&AT L%c qT e t- c 4A r EXISTING WALLS PROPOSED WALLS 85'11 I I 1s•e 72 — 3' —1.7 " 3'8 4'8 5.1 :c 4-8 — I 78 — 4'B 717 \L 4' —a:c 71 :.c-- 4• --" 78 2842 4642 1 UTILITY o : o O © 266.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ N m\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 030 4030 O ® O BEDROOM 10`8 x 1 T3 m I 0 KITCHEN IIDINING ROOM I 15'8 x I V I 4.' r BATH J t, 9 67x7"14411 26W$-- - Ip ° $ `l ° 3EDR00 R I I I 2888 0 15'8 x 10.1 EXISTING "ON -LOAD REAR $ ¢HALL = v, WALL TO BE REMOVED $$ \ h 15.8 4' 2, `4•f" 8'8x5'11 4, w.uROro.1°iOom ° T 2868: - - .... ... - ' -688: A _ = 4088 = 2688' FO® r \ TB 4 7"10 REMOVE ExLSTxIG 30M / WNDOW AND FILL \ I I \ 0 TB ' 8 ENOLDSE ON THG OL ET \ ` m 7.10 — 8 24.11 Doom+ur ON tws rDEl \ m h I m \ \/ I ¢CLox a LIVING \ Ttox I \ 24•11 x 1r' STUDY 1 \ REMOVE \ HALL 2 $ $s z 108 ® I I No+BEAx D1GSFRAMEWALL \ Tex 6'11 4^ m '` 2830 2830 2030 2842 842 3o68 8842 . PORCH N S7 x 3'10 REMOVE EXIS. DOOR 8 FILL IN I I p W/ C.MU. 1 78 r„ 78 21/'1 1 12 114 T3 78 3- L 76 r Bg 4L 0.8 75 818 8'17 1 63 `I. 62 REMOVE EXIST. WINDOWS 8 REMOVE EXIST. WINDOWS 8 INSTALLNEWWINDOWSINSTALL NEW WINDOWS 85' 1, T FfjSs.el'etl: ical plan is intended to indicate tt1e' reRL4rements. of the owner. The details th': bldcc trical system shalt "be determined IE1...L,L"CrgcAL / FLOOR PLAN b1ptu:electr.i_cal contractor licensed -according t thapter';489 of Florida S tatutbs and by the' locpi'buidding department. This design is allowed) b'y .chapter 471 for` 600 amp or less - Scale 1/8" = V-011 r$sid6htii3l - services or noo amp or less Gglilmerefai. or industrial services. 77 8' S '73 r--- 5— CLOSET I I 6' S x S• I 888 BATH a m 77x8'7 m 4L\ fn1 Q 14' 4 6 6 vwr 1GNT wmsmrn*"rI i BEDROOM 14' 4x 1710 4030 4030 8' 2 4' 4'8 —..F— 4' 78 23' 8 31, PROPOSED ADDITION LIVING AREA 1745 sq fl NOTE: ALL WALLS SHALL BE DRYWALLED & " ORANGE PEEL TEXTURED". ALL CIELINGS SHALL HAVE "KNOCK DOWN" TYPE FINISH. D1 ` V RICHARDSON ENGINEERNG r 131 Zeima Street Orlando, Florida 407) 425-4002 PLAN FOR: RENA TILLMAN ADDRESS: 1509 WILLIAMS AVE. DATE: 11/2000 SCALE: PAGE: PROP. I.D.# 2 1 DENOTESTOP FOUNDATION PLAN 1/8"=V-0" INDICATES 145 DOWEL INTO FTG. & TIE BEAM, FILL CELL SOLID & TAP NOTE: PROPOSED SLAB ELEVATION SHALL MATCH EXISTING SLAB ELEVATION FOUNDATION PLAN THE NEW FOOTINGS SHALL BE DOWELED TO THE EXISTING FOOTING USING (2) 5 REBARS INTO A 1"A" DEEP DRILLED HOLE PACKED WITH EPDXY GROUT. THE NEW CMU WALLS SHALL BE ATTACHED TO THE EXISTING WALLS USING A 7/8" x22GA. BRICK TIE @ 24" O.C. VERTICALLY. FOUNDATION RICHARDSON ENGINEERING PLAN FOR: RENA TILLMAN ADDRESS: 1509 WILLIAMS AVE. 131 Zelma Street Orlando, Florida DATE:11/2000 SCALE: NOTED PAGE: 407) 425-4002 PROP. I.D.# s VALTED CIELING PLANT SHELF ABOVE CLOSET ARCH TYPE DOORWAY INTO BATHROOM WALK IN CLOSET LINEN CLOSET BEDROOM ENTRY DOOR BATHROOM MASTER BED ROOM 3D VIEW PLANT SHELF ABOVE CLOSET VALTED CIELING I LINEN CLOSET MASTER BATH PLANT SHELF ABOVE CLOSET VALTED CIELING ROOM ENTRY DOOR CLOSET ENTRY DOOR BED ROOM 2 fie 1Y 3D VIEW ADDITION 3D VIEWS RICHARDSON ENGINEERING PLAN FOR: RENATILLMAN ADDRESS: 1509 WILLIAMS AVE. 131 Zelma Street Orlando, Florida DATE:11/2000 SCALE: PAGE: ion 425-M 4PROP. I.D.# 0 0 I 13-1-0 12=0-0 34-11-0 31-0-0 31-0-0 FRONT OF STRUCTURE ROOF PLAN Tkuss ,3otj SIo4o(ol RICHARDSON ENGINEERING PLAN FOR: RENA TILLMAN 131 Ana Street ADDRESS: 1509 WILLIAMS AVE. or1az'd norida DATE:11/2000 SCALE: PAGE: 407) 425-4002 PROP. I.D.# 1 II1Y2 PL •1000D W/ 8d NAILS • 4' uG RIDGE'OR NIP • PNL EDGES 8d NAILS . OL IX4 RIDGE POST • 4'-0' Or— 1 • TNT 5UI'F-01IZT9 IT d NAILS INTO RIDGERIDGERATER4SP".N NB SIDE RAFTER 2X I 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BECROSSYtE7iBeR • BASEE ATTACH TO VALLEY PLATE Ulf 2-8"P5ONt H25 AFLORIDAREGISTEREDENGINEERANDSIGNEDANDSEALEDSHOPD$VIHCSINCLUDINGCALCULATIONSSHALLBESUBMITTEDTO iuN UIb • EA uVER_9UILT FRAhIMG ARCHITECT F08 REVIEWANDAPPROVALPRIORTOFABRICATIONORERECTION. PRE-ENGINEERED RTRAFTER WOOD TRUSSES SHALL BE DESIGNED IN CONFORMANCE WITH S. VALLEY PLATE EDITION. B.C. , LATEST 2X 10 Ul/ 7 1//4' OV£R9U1LT FRAf'1IPi!m RAFTER 7)t i DIA X 4'u.D SCRELIS 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACINGEATT31557X4LAIDFLATCR055INGTIUOTRJ55ESMtN FOR ERECTION ANDHANDLINGANDPERMANENTBRACINGASREQUIREDBySff'D'5ON 142_5 EA RIDC POST ATTAr-W TO EA TR1S5 mil/ 7-V4', DIA X 4' SPECIALTY ENGINEER. Dis2cN c12zTLR A rnICnP2LLp, SC21L5 TC LIVt LOAD 'IS.S par TC DLAD LOAD - 17;I Par DC D= LOAD - Flit PST TOTAL - 47.D PST ikuss It07(S: DDR. rACTOR 1.33 --- SPACINC 21.9' OC 1. Trussts'shall'beDALLROOFSt1RFArcgB=1Olt)uVERBt11LT. designed by a rlorfda rcglsttrcd engineer esperlenced Invussdesign . Provide Shop Drawings W Archl Lett FRA%'ID'IG SLIALL BE SWEATED SAPS AS for iDDroral prior -tofabrication. Slop Drawtngs shall bear the seal of the Engineer. BEST OF ROOF TR19S OR RAFER AS REO'D 2. Trust fabricator shallthitrusses, Deulnall prepare'framing layout' Indicating the location of Info spacing. pitch, bracln locationMatlondimmedpertinent. Architect will provide lot aDrlE o thVr rtdutst, one (I) reverse debt Don 1 copy aeDla for tbls cast. fretlA?y layout' to Architect for ViIroval prior to fabrluttonhaluponymlta V7' GYP BD. approval fabricator shall provide ts0let to Contractor and Tr' for field use.. 4i Erector 3. 'Contractor shall be rtt . lbla for Proper trussporaryandireetlon•braclny Aandltngand, proaer •Lem_ 1 1 T I F SECTION THfRU OVE fRBU [ L T FI`AM ING 1• Permanent bracing as lndlcated on Drawings shall be .lot._ 2 s 1 al ens tontamperwith2.16d in each Trutt. unless Indicated tnailsreq otherwise. ' . • as redo Fred .orbrishall oended by Trussricattonsl Designer or Fab. ri ' I shall ' Included and instilled. ailed S. trust faDrtut01 sha11'be-responsible to coordinate all trust ds.enslonswithfleIdtondltlons.prior to fabrlcattdn. Mo[Ify Mchl ttct In rrltfng IftActrequInwanyadjustmentstoDrawingdimensionsarerecmanendedor6. rovl Ee hurricane anchors per governing code "d' tcdonDravings. carcgulal Ions, aIY1 at Ind1- NOTES: 1. FOUNDATION DESIGN BASED. ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIORTOFOUNDATIONPOUR . 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITHAL`.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVALPRIOR -To FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 -P.S.I. 2/ 3/4' MAX. AGGREGATE. 4. REINFORCING STEEL; ASTM A615. GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE WINDOWS SHALL BE COVERED WITHSTORMSHUTTERSORPLYWOODFORHURRICANECONDITIONSTOPREVENTPRO,;ECTILEPENETRATION. 6. DESIGN LOADS: IN ACCORDANCE WITH S.B.C., CHAPTER 12. ROOF LIVE LOAD: 20 P.S.F. ' WIND LOADS: IN ACCORDANCE W/ S.B.C. 94 EDITION FOR 100 MPH REGION REFERENCING ASCE-7 7TO WFACE PRE-ENGINEERED IOODTRUSSES SHALLP EFDESIIGGNEDDINULAR ACCORDANCE W/ S.B.C. TRUSS MANUFACTURER SHALLSUBMITSIGNEDANDSEAMDRAWINGS -FOR APPROVAL PRIOR TO FABRICA110N. 8. LUMBER GRADE SHALL BE: A HEADER, COLUMNS, BEAMS 12 S.Y.P. OVERBUILT FRAMING F13-1500 PSI B. WALLS, BLOCKING, MISC. 12 SPF C. SILL PLATESJIS.Y.P. P.T. CCKLS PMMON WIRE LS URURNSE 0.HEALL DIENSIONSWTTH FLOORPLANBEFOE'POINC FOUNDATION DAATION EXCLUDED I f - THISSTRUCTURE DESIGNEXTENDSTOITEMSCOVEREDBYSSTD10-93 EXCLUDED ARE FINISHES, NON-STRUCTURALITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING. WALL WATERPROOFING WHICHAREDESIGNEDBYOTHERS. 12 CONCRETE FLOOR SLAB ISEXPECTEDTODEVELOPSHRINKAGECRACKS. 13. CONCRETE MASONRY: ASTh1 C_90, WITH 28 DAY PRISM STRENGTH OF 2000 P.S.I. MIN. WITHTYPEMORSMORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED A80VE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ AC.I. 530 AND A.C.I. 531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. tMCh TILING `r(e 11t11& EA COMTIw0007 LATERAL DAAC_. (C- nEOUIRED GY TnU$ 9 Ote10N t As nEOu•A Sp IN Tnuas rnAu1NG PLAN EEa W/ T=t OD MAIL& AT EACH Tdutla. co' 1%4 DIAOONAL • RACE (De) - TTr. AT EACH CHO WALL AND AT 70--e' UAXIUUJ.' ICON T, INTEAVALa ALONO AaaA TTOO o11A0I can) LATCAAL bAACE O01AED • Y TRut& OEL:O e• c, At &e OUTAt. IN - Tf.U-'O rm A•aW' / LAM, CEILING ae RICHARDSON ENGINEERING 131 Zelma Street Orlando, Florida 407) 425-4002 R 0` 4 R tL gd .J&ILS V6-r— Vi PLYw000 • 5•P5oJ H A Zo ter -t1U Irz—o Wp % z"Pvfw000 7 Z xA' BI orxal Z c4 CON1 ' R.YW000 SOFFIT F w/W`rS 61CRI• K130[COII'f tnuCN/4- LW S cN vemt te- ro c. Ye G.Yr. Ism ow w/4- P.'t» - L f13ICYl1W C %42 ax- e t lKr P-YUJOC-9 4- It d NWL.-) 1'1Cf;A&f IAUI Y 'T7 blc.tts<asxar: t_+t I . mKfs& - -- 'NAIO l Z 3c 4. 15RAC.9 Z4 p.G. P1Z-FM'1111JA.WU{OOW . aJ IWLj.0 4 0.G %' • FitAXP KUOc.K ZiL BL Mild Q 2._ 4-li0irrl A ricanor, -.51Mr w A-55 a Eb&p 5n:rc ou-t tst cxtuc. L1raAawc Ge*l tom.'A - . S t5 r t x t,ta cssL t5QR IN nt,LsD P.T xL' CD"- W W e. 307 na (5%3) A6 ima-D IN MAN Pi;L- 45 REDQ'tm >J - C z4 C>_G_. J_ -- t3 S tbM1J£ 1. W / 30' I _ ' _ • - .. _ H!at7.'.iC 5LIXX • 1J T 5 WALL FTC. IM. 7t4f ry-p. w4uL_ SEG [/ol F "5: 6&Z to FILLED cat- 45 Iz •v 1 141T. S. IU.PLL N combo n I a be-o. •' • • Ott .L..AP " Z ems. ar,r u . Ile — PLAN ,• DETAIL- CORNED 8' ; • QAIR LAP SPLICE CONT FT "= 5Tb o c T : z VS c.oar IsoT 90- 900K fYR F-IZI. PLAN DETAIL a QNF LAP Sr'LICE CONT FTG- e at`. 1` vwoc sccsw a r u A6-,C. T1I Ki tT. ua atocc . pd, . o t0 r 3j" , . Mir 0, sa 'ttiiev WtNuo, RICHA.RDSON ENGINEERING 131 Zelma Street Orlando, Florida 407) 425-4002 PQEc ASr L,a-rE L ,J / "I" %"U# ALLO WPB,,E UNIFocx, LOAD C-AR.4 ,nNy c.APAcizy . pF S00 PLF — PKov,Dfi r, t,.i 8" g+, Q EA Al b t TYP. E 1_E.wr ION N LAP1a6 D O PEN I N to N.T. - tt.t.EO C E t-L Ars R eI '-C bl I cm v . wJ/" LAP it REA TIM t G I p'r-Z 909w00 e. ( TYP•) 11 3 covtc Li6 RiCHARDSON ENGINEERING 131 Zelma Street Orlando, Florida 407) 425-Q02 0t C. 5=wtA r JL p0— c I I4 VP! l:MV PRECAST LINTEL (8'X8°, FILLED AND UNFILLED) PRECAST LINTEL (8"X160 COMPOSITE) - r TOTAL ALLOWABLE SirsmvasEp LOAD - Pomm PER LKm FOOT AA o. CLEAR SPAN LOMa SIZE NO STEEL D05 A W15 8 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L41 L42 L-13 L-IA L-15 L-16 S. L47 S Lab S. L49 .S L-20 S) L-21(P.S) L-22 (PS.) 27 218' 52' 4'0' " 4'6' 5'2' 6'2' 7'0' 8'0' 9'2' 10.0. 11'2' 12'0' 12'8' R'4' 14'0' 16'0' 18'0' 1818' 201' Z2'8' 3'6' 4'0' C6' S'4' 5'IO' 6'6' 7'6' 8'4' 9'L' 10'6' IM, 11.6• L3'4' IC'0' 14'8' IS'4' 17'4' 19'4' 207 21'4' UP n 1.91 NOTE: (PS.) REPRESENT PRECAST LIMU PRESTRMS MM 2) 7/16' D )CM PRESrMM STRM.= I 13. 6 DETAIL 7 .. DETAIL TOTAL ALLOWABLE RD ED LOAD OUL^S L EAR FOOT NO iNAL CLEAR SPAM OTLL LOM SPAN LLD 05 TO C I L D I)i5T(2" D FL1iD M0 T 8 8 E L-2 L-3 " l-4 L-S L-6 L-7 L4 L-9 L-10. L41 L-12 L-13 L-11 L45 _ L-16 (P.S) L47 (P.S) L-18 (P.S.) L-19 (P.S) L-20 (PS.) L-21(F.S.) L-22 (P.ST 16' 2'2' 218' 3'1' L'0' 4'6' 5'2' 6'2' 7'0' 8'0' 9'2' 1010, II'Z'- Iry 1218' L3'4' 14'0' 16'0' 1810' I8'8' 20.8- 12'8' 110 3'6' " 410' 4'6' 5'4' 5'10' 6'6' 7'6' 8'4' 9'4' 10.6' 11'4' I2'6' 13.4- IC'0' 14'8' IS'4' 17'4' 19'4' 20'0' 21.4' ., 24'0' 4 I 12867 8871 717 33 a 4 4753 4023 I 4212 35M 260 6 Z 26 319 1918 a 09 14 0 32r., b 28 W 07 Lab 21 IW.B 1Z 26 6 1437 II II L25o I I I 80 101 3 890 954 801 NOTE: (P.S.) REPRS` ENT MCAST.LKTE S PP STILE -ZED LGRG 2) 7/i6' DU TER PRESTREMK STRkM 01 RICHARDSON ENGINEERING CONSULTING ENGINEERS, ORLANDO FL iZ NA• - Ti l.I,'t AWN C75 I G3 RBR cokrM u. 1 O 9 .2 i City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes i 997 FL. Energy Code 1997 FINISHEL)s 1_0I.'=i z vATi©NS:" Must meet city codes for finished floor / slab elevations or provide elevations approved by city engineering dept. for subdivision elevations to prevent flooding THESE P St MFOQp nIJILOINC DEPT. ACCEPTED CONST UFOR c^IAIT AND CONDITIONALLYRUEDTC - R. IT ISSUED SHALL BETHENi04, A& - A L. ` E. TO PROCEEDCANCEL, q1 i 01 . A"- iC) WITHPROVISIL. _ T` O S. Y AS'DE VIOLATE. ISSUANCES if'' T rriiil; ~ :DE ANY OF THE DEP Cr RP4 :. L COD`S• NOR SHALLTFR :; TnE ZEtiFT,^• `ENT THET$ON C= E:inC:7- : _ ` ilEOUIR -^ 'i•"ll!tlG.. 4 OR OTHER V;; , "t I%rC' A CORREC- Lf.;; J; S OFT IDS• CONSTRUCTIONFicCODES. PERMIT # bL-19.`( OFFICE COPY