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WYNDHAM PLACE APT INSPECTION REPORTSWyndham Place Apartments Wyndham Crest Blvd #1 Inspection Reports CENTRAL FLORIDA CONSULTING SURVEYORS, INC. 629 Maitland Avenue, Altamonte Springs, Florida 32701 * Telephone 407-767-0166 * Fax 767-8558 August 22, 2001 Building Department City of Sanford 300 N. Park Avenue Sanford, FL 32771 RE: WYNDHAM PLACE APARTMENTS — SANFORD, FL 1. Clubhouse: 1500 Wyndham Crest Boulevard, Sanford, Florida 32773''" 2. Compactor Pad: 11500 Wyndham Crest Boulevard, Sanford, Florida 32773. 3. Building #1: 1000 Wyndham Crest Boulevard, Sanford, Florida 327734. Building #2: 2000 Wyndham Crest Boulevard, Sanford, Florida 32773,E5. Building #3: 3000 Wyndham Crest Boulevard, Sanford, Florida 32773. 6. Building #4: 4000 Wyndham Crest Boulevard, Sanford, Florida 32773. i 7. Building #5: 5000 Pond Crest Lane, Sanford, Florida 32773. ,/ 8. Building #6: 6000 Wyndham Crest Boulevard, Sanford, Florida 32773: 9. Building #7: 7000 Wyndham Crest Boulevard, Sanford, Florida 32773.v/ 10. Building #8: 8000 Wyndham Crest Boulevard, Sanford, Florida 32773 11. Building #9: 9000 Pond Crest Lane, Sanford, Florida 32773 12. Building #10: 10000 Wyndham Crest Boulevard, Sanford, Florida 32773. 1/ 13. Building #11: 11000 Wyndham Crest Boulevard, Sanford, Florida 32773. 0 e") Q, D I, John E. Drexler, PSM #4346, do hereby certify that all Buildings listed above have a finished floor elevation that meets or exceeds the proposed elevations on the approved plan of Wyndham Place Apartments, prepared by Lochrane Engineers and Surveyors, project no. 99218; and that the property this project is constructed on is not in a special flood hazard area per FEMA Firm MapNumber1202940045E, dated 4/17/95. John E. Drexler FL Registered Land Surveyor #4346 WAYNE R BAMBERGER Project Manager f C TO: City of Sanford Licensing Board Sanford, Florida 655 North Franklin Street FROM: Suite 2200 Tampa, Florida 33602-4409 813.281.8888 813.281.5657 Fax DATE: Christopher G. Bowers/Wilson Construction Company Social Security Number,: 260-84-2766 October 9, 2001 RE: Authorization to Obtain Permit For Wyndham Place Apartments Construction of Perimeter Wall I hereby authorize the following persons to obtain permits under my General Contractor's License, #GC-0049813. Name: Wayne Carroll Roger Tanner SS 403-62-1385 117-54-9661 This letter of authorization supercedes all previous authorizations. ChristophdG.43owers Date Sworn to and subscribed before me this 9th day of October, 2001. Notary Public My Commission Expires 144,0I, Wanita L. Misico Commission # 0 902412 Expires Feb. 9, 2004 Bonded Thrn Atlantic Bonding Co., IUM SADesign_Const\D&C GeneraRAuthorizations for Permits\CB City of Sanford FL 100901.doc TO: City of Sanford Licensing Board Sanford, Florida 0, 655 North Franklin Street FROM: Suite 2200 Tampa, Florida 33602-4409 813.281.8888 813.281.5657 Fax DATE: Christopher G. Bowers/Wilson Construction Company Social Security Number: 260-84-2766 July 12, 2001 RE: Authorization to Obtain Permits I hereby authorize the following persons to obtain permits under my General Contractor's License, #GC-0049813. Name: Wayne Carroll Roger Tanner SS 403-62-1385 117-54-9661 This letter of authorization supercedes all previous authorizations. jkFa - 12 0 Christopher 0. B wers Dat Sworn to and subscribed before me this 12th day of July, 2001. I - - Notary Public My Commission Expires: Wanita L. MWw 9 %CDmndsWm 4POO902412 X*ws hb. 97 2004 Bonded Thru Atlantic Banding Co„ Inc. twcshaced\shared_2\Design_Const\DSC General\Authorizations for Permits\C13 City of Sanford FL 071201.doc r JUL-09-01 16:44 FROM:KTO Eh C+ FAX TRA Date: July 9, 2001 To: _. LEE GAMMR From: MIKE DODANE Project Name: WYNDHA Additional Fax Copies To: REMARKS: THE CONNECTION OF I 20A/ 1 P CIRCUIT IS ACCJ If the entire JUL-09-2001 17:05 1-407-834- - T;T0:407 7882007 i KI'D Consulting Engineers, Inc. 237 South. Westmontebrive Suite 300 Altamonte Springs, Florida 32714 Phone (407) 834-7900 :Fax (407)834-9686 MISSION C Pages Transmitted Company: ' P] CE APTS Company 1GERATOR OUTLET AND A 1 it i i not appear to have transmitted corr&c41 please notify us at once. ily 1 407 834 9686 95% PAGE:001/001 R SHEET Cover Sheet): 1 Fax Number: KTD Project Number: 00199 Fax Number NTNG ROOM OUTLET ON A P . 01 C1 Catalano Engineering, Inc. CIVIL •TRANSPORTATION •STRUCTURAL May 24, 2001 98-041.16 Mr. Pete Crawford, AIA Urban Studio Associates 655 N. Franklin Street, Suite 150 Tampa, Florida 33602 RE: Wyndham Place Apartments Dear Pete, Because of the alignment of the exterior windows, no window header supports more than one floor or one roof/ceiling load. The minimum bearing distance for LVL and two-ply dimensional headers for spans less than 6'-10" or less is one jack or 1-1/2". Please contact me if you have any further questions or concerns regarding this matter. Sincer y C at a o,LL-Aerini!.Inc. JAiVfes Catalano; P.E. 120 S. Edison Ave. • Tampa, Florida 33606 • Phone (813) 254-1265 • Fax (813) 254-0984 www.ceitampa.com Department of Environmental Protection Jeb Bush Governor SENT BY E-MAIL tent'. foote@wilsoncompany.com Central District 3319 Maguire Boulevard, Suite 232 Orlando, Florida 32803-3767 The Wilson Company 655 North Franklin Street, Suite 2200 Tampa, FL 33602 Attention: Terry Foote, Vice President Seminole County - P W City of Sanford Wyndham Place Apartments Dear Mr. Foote: June 1, 2001 David B. Struhs Secretary This acknowledges receipt of certification that the subject water distribution system extension has been completed in accordance with the plans and related materials permitted by this agency on Permit Number WD59-0080856-100 dated March 7, 2001 and that the system has passed the pressure and bacteriological tests that were conducted in accordance with the AWWA Standards. Based on this certification and satisfactory bacteriological results, we are clearing the system for service This pertains to the backflow preventor and mainline, between backflow preventor and a fire hydrant near Building 1 only. Separate clearance is required for the remainder of the project. The responsibility for the microbiological quality of the water at the time it ultimately reaches the consumer's meter remains entirely with the utility and/or the owner/operator of the system who should ensure that this quality remains as represented by the bacteriological test results presented. This letter of clearance does not preclude the need for obtaining acceptance by other entities as may be required. Sincerely, Frank P. Huttner Section Supervisor Drinking Water Permitting FPH/kk/mn cc: Rashid Jamalabad, P.E. [by E-Mail - rashidj@earthlink.net] Paul Moore [by E-Mail-moorep@ci.sanford. fl.us] DEP Compliance/Enforcement 655 North Franklin Street Suite 2200 Tampa, Florida 33602-4409 813.281.8888 813.281.5657 Fax April 24, 2001 Tony VanDerworp, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: ESTOPPEL LETTER Wyndham Place Apartments VIA HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. (see attached) for the following work: wood framing on Buildings 1 (one) — 11 (eleven) and the Clubhouse. TWC Seventy -Six, Ltd., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. (see attached) will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. (see attached), the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the buildings until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the building for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No.(see attached). The Owner also agrees to the following as additional conditions for Permit No. (see attached) for adequate fire hydrant and water systems approved / sewer drainage. WC - ESTOPPEL LETTER TO FIRE MARSHALL 042401.doc y Tony VanDerworp, City Manager 4/24/01 Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Signature Printed / ped Name owtj% Signature 1 i .-1. 1, . Printed / Typed Name STATE OF FLORIDA COUNTY OF HILLSBOROUGH By: TWC Seventy -Six, Ltd. BOT C Seventy Six, Partners, Ltd., its general partner B Se nty-Six, Inc., its eral partner Signature Ch 2 s Imo. Printed / Typed Aame smov. V F, Title The forgoing instrument was acknowledged bef/ofe me this day of ,- % , 2001, by(ilrisfa-hei-&eWeij as er,;ovU;ct es%de,.-t forGy eve: ly-S',X,l d. who is personally know to me or who produced their Florida Driver's License as identification. Notary Public Print Name: kUGnifc, L. 1)7,-f%cv My Commission Expires: mite L. Weo eommissidn # 00 902412 Expires Feb 9, 2004 Bonded TbMlwtioBomhuff Co; Itic. WC - ESTOPPEL LETTER TO FIRE MARSHALL 042401.doc WYNDHAM PLACE APARTMENTS PERMIT NUMBERS Building Number Permit Number Building # 1 01-883 Building # 2 01-884 Building # 3 01-885 Building # 4 01-886 Building # 5 01-887 Building # 6 01-888 Building # 7 01-889 Building # 8 01-890 Building #9 01-891 Building # 10 01-892 Building # 11 01-893 Clubhouse 01-882 Trash Compactor 01-894 76- WYNDHAM BUILDING & PERMIT NUMBERS.doc I 19 December 2000 urban studioarchitects Mr. Robert Bott Deputy Building Official City of Sanford Community Development Department Building Division P.O. Box 1788 Sanford, FL 32772 Dear Mr. Bott: This letter is in response to the Plans Review Comment Sheet for Wyndham Place Apartments, 3865 Orlando Drive. Item #1: The attic draft stopping is to extend into all soffit areas to stop all communication from one area to any adjacent areas. Attic draft stopping is to be above and in line with apartment unit common walls and one side ofbreezeway. Item #2: The chases on either side of the stairs are to be constructed of type indicated on Sheet A-10.1 wall type W-1 A. Chases are to be constructed such that the chase cavity does not communicate with any floor ceiling or attic space. Chases are to have a 1 hour rated ceiling assembly at roof level of type indicated on Sheet A-10.1 RC-1 A. All penetrations from Fire Sprinkler riser are to be fire stopped as indicated on Sheet A-10.2. Item #3: Smoke detectors to be installed per NFPA 72. Item #4: Attic venting is to be achieved with a 1/600 ratio of ceiling area to net free area of vent in the upper portion of roof and a 1/600 ratio of ceiling area to net free area of soffit vent, for a total of 1/300 ratio of ceiling area to net free area of soffit vent plus off ridge vent, and a vapor retarder on the warm side of ceiling. Item #5: Attached is a sketch of the gable end bracing produced by Catalano Engineering. If you require any additional information please contact me. Thank you, Brian D. Hammond AIA 65S N Franklin Street • Suite ISO • Tampa, FL 33602 • Tel 813.228.7301 • Fax 813.229.1981 • License No. AA C001902 • www.urbanspudio com w0 aLL vv uOm p 0 SEE NOTES FCR ROOF OIAPWA f N;AILIN5 SPEGIPIGATTCNS O /NO 9-EATHENS JOWr 1 z FASTEN TO 6A F BV? 5TLV5 r/ 1 a 6. O G (2) ROYb t6d HAt15 0 12' O.L. O 2x413L OGKI245 ft6EH5Q 0 46' O.G. TGP N BTM. FIRST FaR (4) FR g4N6 13An MIN. FASTEN TO TOP AND BTM, allO H/ 3-16d MILStr S.R. CaEILIN6 6Yp5LM W 5d GOOL.ER NAILS OR 6HB SG ?f},6 0 7" OL. 12' SIMPSGK 6516 H/ bd NAILS 0 4' OL. ALO% R-OCKIN6 51K'5CN HrA o r+/ b) 505 5 - PROVIDED) 4 32' O.G. 2) ROIL 16d NAILS 0 b" o.G 2xb BLOGIGN6 0 24' CL. f FASTEN 1/16' 05B APA RATED 5WATHIN5 TO 6Af END FRAMN6 W M NAILS 0 6 ' ALON5 PANEL ED6B, 12' OL, ALONE IWERMEIAATE S.PPORTS 3' (MAX) (4) bd NAt15, (!FAGEMLM) TOP 4 BTM. TRI-1°-65 SEARIN6 ELEV. UARI ES NO SFEATHINE JOINT HERE 2x FRAMINS GABLE -END ATTACHMENT DETA[ hI.1.5. 1 • CITY OF SANFORD PLANS REVIEW COMMENT SHEET DATE PROJECT: ADDRESS: 1,3865- CONTRACTOR: 0--b OWNER: PLANS REVIEWED BY: y. q J,/ ( c,nanaf ILoTCS ` Q SmnLn rra1 /I ln-s4JIA/ iZoe All_—Z4 -77 4- 6,1 Nd i^ ocup= PERSON NOTIFIED:_ DATE: PHONE: FAX: £3 r T Q 5 6 19 c PM ONE NOTIFIED: a •, ^ ^rr DATE RESPONSE RECEIVED: C FC1RM 60OA-97 y FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 00199 ONE BEDRM TOP Builder: Address: ONE BEDROOM UNIT TOP Permitting Office: SANFORD City, State: SANFORD, FL Permit Number: Owner: WYNDHAM PLACE APTS Jurisdiction Number: 691500 Climate Zone: Central I. New construction or existing New _ 12. Cooling systems Singlc family or multi -family MUIII-faullly — a. Central Unit Cal): I S.O kt3tudu 3. NUMber of units, if multi -family I _ SEER: 10.00 _ 4. Number of Bedrooms I _ b. N/A _ Is this a worst case? Yes _ h. Conditioned floor area (ft') 650 ft' c. N/A 7. Glass area & type a. Clear - single pane 45.0 ft' _ 13. Heating systems h. Clear - double pane 0.0 ft' _ a. Gas Hydronic Space & Water Hea Cap: 17.0 kBtu/hr c. Tint/other SC/SHGC - single pane 0.0 ft' _ RE: 0.77 d. TinUother SC/SHGC - double pane 0.0 ft' b. N/A S. Floor types _ a. N/A c. N/A _ b. N/A c. N/A 14. Hot water systems 4. \fall types _ a. Natural Gas Cap: 40.0 gallons a. Framc, Wood, Exterior R=1 1.0, 171.0 ft' _ EF: 0.60 h. Frame. Wood, Exterior R=1 I.O. 208.0 ft' _ b. N/A _ c. Frame, Wood, Adjacent R=1 1.0, 208.0 W — d_: N ;A ... _ Corserva6on credits - e. N/A HR-Heat recovery, Solar 10. Ceiling types — DHP-Dedicated heat pump) a. Under Attic R=30.0, 650.0 ft' _ 15. HVAC credits _ b. N/A _ CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 1 I . Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R=6.0, 40.0 ft _ RB-Attic radiant barrier, ` b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as -built points: 7190.20 PASSTotalbasepoints: 10141.00 I hereby certify that the plans and specifications covered j Review of the plans and gE Sp9 by this calculation are in compliance with the Florida O4specificationscoveredbythisti = _ o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, i in compliance with Section 553.908 f' e °Dcompliancewiththe..Florida Energy Code. Florida Statutes. OWNER/AGENT: _ BUILDING OFFICIAL:" DATE: DATE: o_ EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ONE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 650.0 42.08 4923.1 Single, Clear E 0.0 0.0 15.0 59.31 1.00 889.6 Single, Clear E 0.0 0.0 30.0 59.31 1.00 1779.2 As -Built Total: 45.0 2668.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 208.0 0.7 145.6 Frame, Wood, Exterior 11.0 171.0 1.90 324.9 Exterior 379.0 1.90 720.1 Frame, Wood, Exterior 11.0 208.0 1.90 395.2 Frame, Wood, Adjacent 11.0 208.0 0.70 145.6 Base Total: 587.0 865.7 As -Built Total: 587.0 865.7 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 650.0 0.60 390.0 Under Attic 30.0 650.0 0.60 390.0 Base Total: 650.0 390.0 As -Built Total 650.0 390.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BSPM Points Area X SPM Points 650.0 14.31 9301.5 650.0 14.31 9301.5 Summer Base.Points: 15480.3 Summer As -Built Points: 13226.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13226.0 1.0001 1.048 0.341 1.000 4726.6 15480.3 0.3577 5537.3 13226.0 1.00 1.048 0.341 1.000 4726.6 EnergyGaugeTA° DCA Form 60OA-97 IFORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: ONE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 650.0 4.79 560.4 Single, Clear E 0.0 0.0 15.0 9.96 1.00 149.4 Single, Clear E 0.0 0.0 30.0 9.96 1.00 298.9 As -Built Total: 45.0 448.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 208.0 1.8 374.4 Frame, Wood, Exterior 11.0 171.0 2.00 342.0 Exterior 379.0 2.00 758.0 Frame, Wood, Exterior 11.0 208.0 2.00 416.0 Frame, Wood, Adjacent 11.0 208.0 1.80 374.4 Base Total: 587.0 1132.4 As -Built Total: 587.0 1132.4 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 TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 650.0 0.60 390.0 Under Attic 30.0 650.0 0.60 390.0 Base Total: 650.0 390.0 As -Built Total: 650.0 390.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BWPM Points Area X WPM Points 650.0 0.28 182.0 650.0 0.28 182.0 Winter Base Points: 1900.8 Winter As -Built Points: 1788.7 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1788.7 1.000 1.073 0.550 1.000 1055.1 1900.8 1.0730 2039.5 1788.7 1.00 1.073 0.550 1.000 1055.1 EnergyGaugeTA° DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ONE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 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 1 2564.00 2564.0 40.0 0.66 1 1.00 1408.48 1.00 1408.5 As -Built Total: 1408.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 5537.3 2039.5 2564.0 10140.8 4726.6 1055.1 1408.5 7190.2 PASS 04.111E Sr4 x v EnergyGaugeT" DCA Form 60OA-97 IFORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ONE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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 >V8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1 .2.3 Between walls & ceilings. penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. bA-LZ U I PICK VKtbUK1V 1 IVt MtA5UKt5 (must ne met Or eXceeaea bV all resiaellces. COMPONENTS_ _ SECTION REQUIREMENTS - _.__.CHECK I. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 i 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 j Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPU DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. WYNDHAM PLACE APTS, ONE BEDROOM UNIT TOP, SANFORD, FL, I . New construction or existine New 12. Cooling systems Sin„ic family or multi -family Multi -family _ a. Central Unit Cap: 1&0 kBtu/hr _ Number Of units, if multi -family 1 SEER: 10.00 — Number of Bedrooms 1 _ b. N/A Is this a worst case'? Yes 6. Conditioned floor area (ft') 650 ft' c. N/A T Glass area & type a. Clcar - single pane 45.0 ft' _ 13. Heating systems h. Clear - double pane 0.0 ft' _ a. Gas Hydronic Space & Water Hea Cap: 17.0 kBtu/hr _ c. Tinvother SC/SHGC - single pane 0.0 ft' _ RE: 0.77 d Tinuother SCSI-IGC - double pane 0.0 ft' b. N/A S. Floor types a. M, A c. N/A b. N/A c. N/A 14. Hot water systems 9 Wall types a. Natural Gas Cap: 40.0 gallons a. flame. Wood, Exterior R=11.0, 171.0 ft' _ EF: 0.66 b. Frame, Wood, Exterior R=11.0, 208.0 ft' _ b. N/A c. Frame. Wood. Adjacent R=1 1.0, 208.0 W d. N/.A c., Conservation credits . e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 650.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R=6.0, 40.0 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 through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTdesignation), your home may qualifyfor energy efficiency mortgage (EEM) 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.uef.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. EnergyGauge® (Version: FLRCNA-200) Air System Sizing Summary for ONE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Prepared 5y: KTD Consulting Engineers Air System Information System Name ONE BEDROOM UNIT TOP Equipment Class SPLT AHU Number of Zones System Type SZCAV Floor Area Sizing Calculation Information Torte and Space Sizing Method Zone CFM Peak zone sensible load Calculation Months Space CFM Coincident space loads Sizing Data Central Cooling Coil Sizing Data Total coil load 1.0 Tons Load occurs at Sensible coil load 0.8 Tons OA DB / WB Coil CFM at Jul 1600 573 CFM Entering DB / WB Max possible CFM 573 CFM Leaving DB / WB Design supply temp. 57.0 °F Coil ADP ft2/Ton 667.2 Bypass factor BTU/i .r/ft2 18.0 Resulting RH Water flow @ 10.0 °F rise gpm Zone T-stat Check Central Heating Coil Sizing Data Max coil load 10315 BTU/hr Load occurs at Coil CFM at Des Htg 573 CFM BTU/hr/ft2 Max possible CFM 573 CFM Ent. DB / Lvg DB Water flow @ 20.0 OF drop gpm Supply Fan Sizing Data Actual max CFM at Jul 1700 573 CFM Fan motor BHP Standard CFM 571 CFM Fan motor kW Actual max CFM/ft2 0.88 CFM/ft2 Fan static Outdocr Ventiiation Air Data Design airflow CFM 0 CFM CFM/person CFM/ft2 0.00 CFM/ft2 10/ 15/00 09:13 PM 1 650.0 ft2 Jan to Dec Calculated Jul 1600 93.5 / 75.9 °F 77.1 / 66.6 °F 61.1 / 60.1 °F 59.4 °F 0.100 58 1 of 1 OK Des Htg 15.9 70.7 / 87.4 T 0.00 BHP 0.00 kW 0.00 in. wg. 0.00 CFM/person Carrier Hourly Analysis Program v4.04 Page 1 Zone Sizing Summary for ONE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Prepared by: KTD Consulting Engineers Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Calculation Months Space CFM Coincident space loads Sizing Data Zone Sizing Data Maximum Design Minimum Time Maximum Cooling Air Air of Heating Sensible Flow Flow Peak Load Zone Name MBH) (CFM) CFM) Load MBH) Zone 1 11.1 573 573 Jul 1700 10.8 Zone Terminal Sizing Data Space Loads and Airflows Cooling Time Air Heating Zone Name / Sensible of Flow Load Space Name Mult (MBH) Load CFM) MBH) Zone 1 ONE BEDRM UNIT TOP 1 11.1 Jul 1700 573 10.8 Jan to Dec Calculated 10/15/00 09:13 PM Carrier Hourly Analysis Program J4 04 Page Air System Design Load Summary for ONE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 10/15/00 Prepared,by: KTD Consulting Engineers 09:13 PM DESIGN COOLING DESIGN -HEATING COOLING DATA AT Jul 1600 HEATING DATA AT DES HTG COOLING OA DB / WB 93.5 °F / 75.9 °F HEATING OA DB / WB 37.0 °F / 31.1 F Sensible Latent Sensible Latent ZONE LOADS Details. BTU/hr). BTU/hr) Details BTU/hr) BTU/hr) Solar Loads ---------- 3216 ---- 45 ft2 Wall Transmission 379 ft2 1053 379 ft2 963 Roof Transmission 650 ft2 1310 650 ft2 663 Glass Transmission 45 ft2 878 45 ft2 1934 Skylight Transmission 0 ft2 01 0 ft21 0 Door Transmission 0 ft2 0 0 ft2' 0 Floor Transmission 0 ft2 0' 0 ft2. 0 Partitions 208 ft2 165Z 208 ft2 3640 Ceiling 0 ft2. 0 0 ft2 0 Overhead Lighting 0 W 0 0. 0 Task Lighting 0 W 0 0 0 Electric Equipment ow 0: 0' 0 People 2i 4901 410 01 0 0 Infiltration 1294 1127 0' 3590 0 Miscellaneous 1200' 300 0 0 Safety Factor 0%/0% 0 0 0% 0 0 Total Zone Loads 11092 1837 10790 0 Zone Conditioning j 9854 1837 10315 0 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Return Fan Load 573 CFM 0: 573 CFM 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 573 CFM 0 573 CFM 0 Space fan Coil Fans 0 0 Duct Heat Gain / Loss 0% 0. 0%I 01 Total System Loads 9854. 1837 10315 0 Central Cooling Coil 9854 1837 0 0 Central Heating Coil 0; 10315 otai Conditioning 98y4 1837 10315 0 Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads Carrier Hourly Analysis Program v4.04 Page 3 Space Design Load Summary for ONE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 10/15/00 Prepared by: KTD Consulting Engineers 09:13 PM TABLE 1.1.A. COMPONENT LOADS. FOR SPACE " ONE BEDRM UNIT TOP " IN ZONE " Zone 1 " DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 HEATING DATA AT DES HTG iOADB/WB 92.3°F/75.6°F OADB/WB 37.0°F/31.1°F OCCUPIED T-STAT 75.0 °F iOCCUPIED T-STAT 72.0 °F Sensible Latent Sensible Latent SPACE LOADS Details (BTU/hr) BTU/hr) Details (BTU/hr) BTU/hr) Solar Loads 45 ft2 3380 45 ft2 - Wall Transmission 379 ft2 1165 379 ft2 963 Roof Transmission 650 ft2 1221 650 ft2663 Glass Transmission 45 ft2 843 45 ft2 1934 Skylight Transmission 0 ft2 0 0 ft2 0 Door Transmission 0 ft2 0 0 ft2 0 Floor Transmission 0 ft2 0 0 ft2 0 Partitions 208 ft2 1587 208 ft2 3640 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 0 W 0 0 0 Task Lighting 0 W' 0 0 0 Electric Equipment 0 Wi 0 0' 0 People 2490 410, 0' 0 0 Infiltration 1213 1018'i - 3590 0 Miscellaneous 1200 3001 - 0 0 Safety Factor 0% / 0%0; 0 0, 0% 0 0 Total Zone Loads 11100 1728' 10790 0 TABLE 1. 1.6. ENVELOPE LOADS FOR SPACE " ONE BEDRM UNIT TOP " IN ZONE " Zone 1 " COOLING COOLING HEATING Area U- Value : Shade TRANS' SOLAR TRANS ft2) (BTU/ hr/ft2/F)' Coeff. (BTU/hr)I (BTU/hr) BTU/hr) W EXPOSURE ------------------------ WALL 171 0.0731 747' - 435 WINDOW 1 15 1.22& 0.9161 281 1127 645 WINDOW 2- 30 . 1.228' 0.916' 562 2254 1289 N"EXPOS' URE WALL 208 0.073' 418. 529 H EXPOSURE ROOF 650 0.029', 1221 663 Carrier Hourly Analysis Program v4.04 - - Page 4 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 00199 TWO BEDRM TOP Address: TWO BEDROOM UNIT TOP City, State: SANFORD, FL Owner: WYNDHAM PLACE APTS Climate Zone: Central I . New construction or existing 2. Single fancily or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tinuother SC/SHGC - double pane S. Floor types a. N/A b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A. e: N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A New - Multi -family _ I - 2 _ Yes _ 925 ft2 Builder: Permitting Office: Permit Number: Jurisdiction Number 12. Cooling systems a. Central Unit b. N/A c. N/A 45.0 ft2 _ ! 13. Heating systems 0.0 ft2 _ a. Gas Hydronic Space & Water Hea 0.0 ft2 0.0 fi' b. N/A c. N/A 14. Hot water systems a. Natural Gas R=1 1.0, 171.0 ft2 - R=11.0, 208.0 ft' _ R=1 1.0, 208.0 ft' i R=30.0, 650.0 ft2 Sup. R=6.0, 40.0 ft _ b. N/A SANFORD 691500 c. Conservation. credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.05 Total as -built points: 9959.60 PASSTotalbasepoints: 15029.00 Cap: 24.0 kBw/hr - SEER: 10.00 - Cap: 17.0 kBtu/hr - RE: 0.77 Cap: 40.0 gallons _ EF: 0.66 - I hereby certify that the plans and specifications covered Review of the plans and -vliE sr by this calculation are in compliance with the Florida specifications covered by this ti0 aT4,O Energy Code. calculation indicates compliance a with the Florida Energy Code. 8/0°' ° PREPARED BY: Before construction is completed A -- dDATE: !i3 this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 fit. v5 compliance with the'Florida Energy Code. j Florida Statutes. COD I OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge® (Version: FLRCNA-200) 1 0 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: TWO BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 925.0 42.08 7005.9 Single, Clear E 0.0 0.0 15.0 59.31 1.00 889.6 Single, Clear E 0.0 0.0 30.0 59.31 1.00 1779.2 As -Built Total: 45.0 2668.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 208.0 0.7 145.6 Frame, Wood, Exterior 11.0 171.0 1.90 324.9 Exterior 379.0 1.90 720.1 Frame, Wood, Exterior 11.0 208.0 1.90 395.2 Frame, Wood, Adjacent 11.0 208.0 0.70 145.6 Base Total: 587.0 865.7 As -Built Total: 587.0 865.7 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 650.0 0.60 390.0 Under Attic 30.0 650.0 0.60 390.0 Base Total: 650.0 390.0 As -Built Total: 650.0 390.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BSPM Points Area X SPM Points 925.0 14.31 13236.8 925.0 14.31 13236.8 Summer Base Points: 21498.3 Summer As -Built Points: 17161.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17161.3 1.000 1.048 0.341 1.000 6132.9 21498.3 0.3577 7690.0 17161.3 1.00 1.048 0.341 1.000 6132.9 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: TWO BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 925.0 4.79 797.5 Single, Clear E 0.0 0.0 15.0 9.96 1.00 149.4 Single, Clear E 0.0 0.0 30.0 9.96 1.00 298.9 As -Built Total: 45.0 448.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 208.0 1.8 374.4 Frame, Wood, Exterior 11.0 171.0 2.00 342.0 Exterior 379.0 2.00 758.0 Frame, Wood, Exterior 11.0 208.0 2.00 416.0 Frame, Wood, Adjacent 11.0 208.0 1.80 374.4 Base Total: 587.0 1132.4 As -Built Total: 587.0 1132.4 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 TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 650.0 0.60 390.0 Under Attic 30.0 650.0 0.60 390.0 Base Total: 650.0 390:0 As -Built Total: 650.0 390.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 0.00) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BWPM Points Area X WPM Points 925.0 0.28 259.0 925.0 0.28 259.0 Winter Base Points: 2060.9 Winter As -Built Points: 1711.7 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1711.7 1.000 1.073 0.550 1.000 1009.7 2060.9 1.0730 2211.3 1711.7 1.00 1.073 0.550 1.000 1009.7 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS. Residential Whole Building Performance Method A - Details ADDRESS: TWO BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 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 40.0 0.66 2 1.00 1408.48 1.00 2817.0 As -Built Total: 2817.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 7690.0 2211.3 5128.0 15029.31 6132.9 1009.7 2817.0 9959.6 PASS OFI11EST42" oCo f C0 W, EnergyGaugeTM DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: TWO BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION i REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations. sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. bA-ZZ V 1 HtK VKtSGKIV 1 IVt MtA5UKtb (must be Met or eXceeaea bV all resiciences. COMPONENTS, SECTION REQUIREMENTS CHECK., Water Heaters 612.1 Complywith efficiency requirements in Table 6-12. Switch or clearly marked circuit - breaker (electric) or cutoff (gas) must be provided_ External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. _ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 Ma ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.7 The higher the score, the more efficient the home. WYNDHAM PLACE APTS, TWO BEDROOM UNIT TOP, SANFORD, FL, I . New construction or existing New _ 12. Cooling systems Singlc family or multi -family Multi -family — a. Cenual Unit Cap: 24.0 kl3tai/hi lumber of units. ifmulti-family I _ SUER: 10.00 _ 4. Number of Bedrooms 2 _ b. N/A 5. Is this a worst case'? Yes 6. Conditioned floor area (ft') 925 ft2 c. N/A 7. Glass area & type a. Clear - single pane 45.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Gas Hydronic Space & Water Hea Cap: 17.0 kl3tu/hr c. TinUother SC/SHGC - single pane 0.0 ft2 _ RE: 0.77 d. Tint other SC/SHGC - double pane 0.0 ft2 b. N/A S. Floor types a. N/A c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Natural Gas Cap: 40.0 gallons a. Frame, Wood, Exterior R=11.0, 171.0 ft2 _ EF: 0.66 _ b. Frame. Wood, Exterior R=1 1.0, 208.0 ft2 _ b. N/A c. Frame, Wood. Adjacent R=11.0, 208.0 ft2 d. Nia, . - c. Conseryattor._credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 650.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R=6.0, 40.0 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: VjtE ST,gl O O 1,jr - d NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86fora US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain 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 CommunityAffairs at 8501487-1824. EnergyGaugeO ( Version: FLRCNA-200) Air System Sizing Summary for TWO BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Prepared -by: KTD Consulting Engineers Air System Information System Name TWO BEDROOM UNIT TOP Equipment Class SPLT AHU Number of Zones 1 System Type SZCAV Floor Area 925.0 ft2 Sizing Calculation Information Zoiie and Space Sizing Method: Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 1.3 Tons Load occurs at Jul 1700 Sensible coil load 1.1 Tons OA DB / WB 92.3 / 75.6 OF Coil CFM at Jul 1700 740 CFM Entering DB / WB 77.1 / 66.6 OF Max possible CFM 740 CFM Leaving DB / WB 61.0 160.0 OF Design supply temp. 57.0 OF Coil ADP 59.2 OF ft'/Ton 721.7 Bypass factor 0.100 BTU/hr/ft' 16.6 Resulting RH 58 % Water flow @ 10.0 OF rise gpm Zone T-stat Check 1 of 1 OK Central Heating Coil Sizing Data Max coil load 13446 BTU/hr Load occurs at Des Htg Coil CFM at Des Htg 740 CFM BTU/hr/ft' 14.5 Max possible CFM 740 CFM Ent. DB / Lvg DB 71.0 / 87.9 OF Water flow @ 20.0 OF drop gpm Supply Fan Sizing Data Actual max CFM at Jul 1700 740 CFM Fan motor BHP 0.00 BHP Standard CFM 737 CFM Fan motor kW 0.00 kW Actual max CFM/ft' 0.80 CFM/ft' Fan static 0.00 in. wg. 10/15/00 09:13 PM Outdoor Ventilation Air Data - - Design a=;rflovv CFM, _'0 CFI%1 CF,*persor 0.00'CFh"ipersoa CFM/ft' 0.00 CFM/ft' Carrier Hourly Analysis Program v4.04age Zone Sizing Summary for TWO BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Preparedt>y: KTD Consulting Engineers Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Zone Sizing Data Maximum Design, Mini -mum. Cooling Air' Air Sensible Flow Flow Zone Name (MBH) CFM) CFM) Zone 1 14.3 740 740 Zone Terminal Sizing Data Space Loads and Airflows Cooling Time Zone Name 1 Sensible of! Space Name Mult (MBH); Load 20nv _ TWO BEDRM UNIT TOP 1 14.3i Jul 1700, Time Maximum of Heating Peak Load Load MBH) Jul 1700 13.4 Air; Heating' Flow Load CFM) MBH) 740 13.4 10/15/00 09:13 PM Carrier Hourly Analysis Program J4.04 Page TO Air System Design Load Summary for TWO BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 10/15/00 Prepared,by: KTD Consulting Engineers 09:13 PM DESIGN COOLING DESIGN HEATING icoot_)NO DATA AT jut Mo HEATING DATA AT DES HTG COOLING 0ADB/WB 92.3*F/75.6'F iHEATING OA DB I WB 37.0 T 131.1 F Sensible Latent Sensible Latent ZONE LOADS Details (BTU/hr) BTU/hr) Details BTU /hr) BTU/hr) Sbiartoads- 6_0_fV___4507 60 ft2 Wall Transmission 460 ft2 1519 460 ft2.1169 Roof Transmission 925 ft2 1738 925 ft2 943 Glass Transmission 60 ft2 1125 60 ft2 2579 Skylight Transmission 0 ft2 0 0 ft2 0 Door Transmission 0 ft2 0 0 ft2 0 Floor Transmission 0 ft2 0 0 ft2 0 Partitions 208 ft2 1587 208 ft2 3640 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting ow 0 0 0 Task Lighting ow 0 0 0 Electric Equipment ow 0 0 0 People 3 735 6115; 0 0 0 Infiltration 1726 1610i 0' 5109 0 Miscellaneous 1400 300 0 0 Safety Factor 0%/0% 0 0 0% 0 0 Total Zone Loads 14336 2525i 13440 0 Zone Conditioning 12855 25251 13446. 0 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Return Fan Load 740 CFM 0 740 CFM 0 Ventilation Load 0 CFM 0 oj 0 CFM 0 0 Supply Fan Load 740 CFM 0 740 CFM 0 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss 0% 0 0% 0 Total System Loads 12855 2525 13446 0 Central Cooling Coil 12855 25261; 0 0 Central Heating66 Coil 0 13446 Total -Cor;cfitioriing 12855 2526; 13446 G Key: Positiv6 Values are _. c , Ig loads Positive -values are - htg . loads Negative values are htg loads Negative values are cig loads Carrier Hourly Analysis ProgF&m V4.0_4__ Page-1-1 Space Design Load Summary for TWO BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Prepared by: KTUConsulting Engineers 10/15/00 09:13 PM TABLE 1.1.A. COMPONENT LOADS FOR SPACE TWO BEDRM UNIT TOP " IN ZONE "Zone 1 " DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 HEATING DATA AT DES HTG OAD13/W13 92.3°F/75.6°F OAD13/W13 37.0°F/31.1 F OCCUPIED T-STAT 75.0 °F OOCCUPIED T-STAT 72.0 °F Sensible Latent Sensible SPACE LOADS Details BTU/hr) BTU/hr) Details BTU/hr) Solar Loads 60 f(2. 4507 60 ftz Wall Transmission 460 ft2 1519 460 ft2'. 1169! Roof Transmission 925 ft2 1738 925 ft2 943 Glass Transmission 60 ft2 1125 60 ft2 2579 Skylight Transmission 0 ft2 0 0 ftZ' 0' Door Transmission 0 W 0 0 ft2 0 Floor Transmission 0 ft2 0 0 ft2 0 Partitions 208 ft2 1587 208 ft2 3640 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 0 W 0 0 0 Task Lighting 0 W 0 0 0, Electric Equipment owl 0 0*1 01 People 3 735 615' 0` Infiltration 1726 1610 51091 Miscellaneous 1400 300 0 Safety Factor 0% / 0% 0 0 0% 0 Total Zone Loads 14336 2525 13440 WALL WINDOW 1 WINDOW N EXPOSURE WALL H EXPOSURE ROOF Latent BTUIhr) 0 0 0 0 0 TABLE I.I.B. ENVELOPE LOADS FOR SPACE " TWO BEDRM UNIT TOP " IN ZONE " Zone 1 " COOLING, COOLING, HEATING Area i U-Value Shade TRANS; SOLAR! TRANS! ftZ); (BTUIhr/ftZ/F) Coeff. (BTU/hr)I (BTU/hr) (BTU/hr); 252' 0.073 30 1.228 30 1.228 2081 0.073 925i 0.02T 1101 - 640 0.916 562. 2254 1289 0.916 562 2254 1289 418j - 529. 943i Carrier Hourly Analysis Program v4.04 -- -- Page 12 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 00199 THREE BEDRM TOP Builder: Address: THREE BEDROOM UNIT TOP Permitting Office: SANFORD City, State: SANFORD, FL Permit Number: Owner: WYNDHAM PLACE APTS Jurisdiction Number: 691500 Climate Zone: Central I . Newconstruction or existing 2. Singic family or multi -family 3. Nunthcr of units. if multi -family 4. Number of Bedrooms Is this a worst case? i. Conditioned floor area (ft') T Glass area & type a. Clear - single pane b. Clear - double pane c. Tinuother SC/SHGC - single pane d. Tinuother SC/SHGC - double pane S. Floor types a. N/A b. N/A c. N/A 9. Wall types a. Frame. Wood, Exterior b. Frame. Wood. Exterior c. Frame. Wood. Adjacent d._ Frame, Wood, Exterior. c. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts New _ 12. Cooling systems Multi - family _ 1 a. Central knit 3 _ b. N/A Yes _ 1089 ft' c. N/A 75. 0 ft' _ 13. Heating systems 0. 0 ft' _ a. Gas Hydronic Space & Water Hea 0. 0 ft' _ 0. 0 ft' b. N/A c. N/A 14. Hot water systems a. Natural Gas R= 1 1.0, 260.0 ft' _ R= 11.0, 32.0 ft' _ b. N/A R= 11.0, 208.0 ft' R= 11..0, 225,0 ft' c, .Conservation credits. HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 30.0, 1089.0 ft' _ 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R=6.0, 40.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.07 Total as -built points: 13400.00 PASS Totalbasepoints: 19746.00 I hereby certify that the plans and specifications covered I ! Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance PREPARED BY: CJ i with the Florida Energy Code. Before construction is completed DATE: 3% i this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. ____0W0 OWNERIAGENT: 1 BUILDING OFFICIAL: DATE: DATE: EnergyGauge® ( Version: FLRCNA-200) Cap: 24.0 k13tu/hr _ SEER: 10.00 Cap: 17.0 kl3tu/hr _ RE: 0.77 Cap: 40.0 gallons _ EF: 0.66 4 TKE s7-9To lllll . `„``•` p `G i6 - _ o FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: THREE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1089.0 42.08 8248.0 Single, Clear E 0.0 0.0 30.0 59.31 1.00 1779.2 Single, Clear E 0.0 0.0 30.0 59.31 1.00 1779.2 Single, Clear S 0.0 0.0 15.0 44.66 1.00 669.9 As -Built Total: 75.0 4228.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 208.0 0.7 145.6 Frame, Wood, Exterior 11.0 260.0 1.90 494.0 Exterior 517.0 1.90 982.3 Frame, Wood, Exterior 11.0 32.0 1.90 60.8 Frame, Wood, Adjacent 11.0 208.0 0.70 145.6 Frame, Wood, Exterior 11.0 225.0 1.90 427.5 Base Total: 725.0 1127.9 As -Built Total: 725.0 1127.9 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 0.0 -t .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 1089.0 0.60 653.4 Under Attic 30.0 1089.0 0.60 653.4 Base Total: 1089.0 653.4 As -Built Total: 1089.0 653.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BSPM Points Area X SPM Points 1089.0 14.31 15583.6 1089.0 14.31 15583.6 Summer Base Points: 25612.9 Summer As -Built Points: 21593.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1 21593.2 1.000 1.048 0.341 1.000 7716.7 25612.9 0.3577 9161.7 21593.2 1.00 1.048 0.341 1.000 7716.7 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: THREE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1089.0 4.79 938.8 Single, Clear E 0.0 0.0 30.0 9.96 1.00 298.9 Single, Clear E 0.0 0.0 30.0 9.96 1.00 298.9 Single, Clear S 0.0 0.0 15.0 7.73 1.00 116.0 As -Built Total: 75.0 713.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adaicent 208.0 1.8 374.4 Frame, Wood, Exterior 11.0 260.0 2.00 520.0 Exterior 517.0 2.00 1034.0 Frame, Wood, Exterior 11.0 32.0 2.00 64.0 Frame, Wood, Adjacent 11.0 208.0 1.80 374.4 Frame, Wood, Exterior 11.0 225.0 2.00 450.0 Base Total: 725.0 1408.4 As -Built Total: 725.0 1408.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exteri•-; _ 0.0 - 0.00- Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1089.0 0.60 653.4 Under Attic 30.0 1089.0 0.60 653.4 Base Total: 1089.0 653.4 As -Built Total: 1089.0 653.4 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BWPM Points Area X WPM Points 1089.0 0.28 304.9 1089.0 0.28 304.9 Winter Base Points: 2695.7 Winter As -Built Points: 2470.6 Total Winter X System Heating Total X Cap X Duct X System X Credit = HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints 2470.6 1.000 1.073 0.550 1.000 1457.4 2695.7 1.0730 2892.5 2470.6 1.00 1.073 0.550 1.000 1457.4 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: THREE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 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 3 2564.00 7692.0 40.0 0.66 3 1.00 1408.48 1.00 4225.5 As -Built Total: 4225.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 9161.7 2892.5 7692.0 19746.3 7716.7 1457.4 4225.5 13399.5 PASS 04 TKE S74T r d _ Oa bw—FE 0 EnergyGaugeTm DCA form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: THREE BEDROOM UNIT TOP, SANFORD, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION I REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, i have combustion air. bA-ZZ U I MtK VKtSGKIF' I IVt MtAbUKtb (must be met Or exceeded bV all residences. COMPONENTS ;SECTION REQUIREMENTS CHECK Vizter--Heaiers - 612.1 - Comply-with efficiency requirements in Table'6-12.'Switch or clearly marked circuit breaker. (electric) or cutoff (gas) must be provided_ External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls _ 607.1 --- --- I 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. EnergyGaugell DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. WYNDHAM PLACE APTS, THREE BEDROOM UNIT TOP, SANFORD, FL, 1. New construction or existing Sin_Je family or multi -family Numbcr of units. if multi -family 4. Number of Bedrooms Is this a worst case? 6. Conditioned floor area (ft') Glass area & type a. Clear - single pane h. Clear - double pane c. Tinuother SCSHGC - single pane J. Tinuother SC/SHGC - double pane S. Floor types a. N/A b. N/A c. N/A 9. Wall types a. Frame. Wood, Exterior b. Frame, Wood, Exterior c. Frame. Wood. Adjacent i. Frame, Wood Fxterior e. `MA 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A New _ 12. Cooling systems Multi -family _ a. Central Unit 1 _ 3 _ b. N/A Yes _ 1089 ft' c. N/A 75.0 ft' _ 13. Heating systems ft0.0 ' _ a. Gas Hydronic Space & Water Hea 0.0 1712 _ 0.0 ft' b. N/A c. N/A 14. Hot water systems a. Natural Gas R=11.0, 260.0 ft' _ R=11.0, 32.0 ft' _ b. N/A R=1 1.0, 208.0 ft' Cap: 24.0 kBui/hr SEER: 10.00 — Cap: 17.0 kBtu/hi _ RE: 0.77 Cap: 40.0 gallons EF: 0.66 R=I 1.0225.0 ft' c. Conservation credits . HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 30.0, 1089.0 ft' _ 15. HVAC credits _ CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 40.0 ft _ RB-Attic radiant barrier, 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: 4 O, TaE sr9 C' 0on a v aVOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain 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 certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® ( Version: FLRCNA-200) Air System Sizing Summary for THREE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 Prepared by: KTD Consulting Engineers Air System Information System Name THREE BEDROOM UNIT TOP Equipment Class SPILT AHU Number of Zones 1 System Type SZCAV Floor Area 1089.0 ft2 Sizing Calculation Information Zo)Iw and Space Sizing Melhoa: Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Central Cooling Coil Sizing Data 10/15/00 09:14 PM Total coil load 1.5 Tons Load occurs at Jul 1700 Sensible coil load 1.2 Tons OA DB / WB 92.3 / 75.6 °F Coil CFM at Jul 1700 835 CFM Entering DB / WB 77.1 / 66.6 °F Max possible CFM 835 CFM Leaving DB / WB 61.0 / 60.0 °F Design supply temp. 57.0 °F Coil ADP 59.2 °F ft2/Ton 746.5 Bypass factor 0.100 BTU/hr/ft2 16.1 Resulting RH 58 % Water flow @ 10.0 °F rise gpm Zone T-stat ChecK 1 of 1 OK Central Heating Coil Sizing Data Max coil load 15051 BTU/hr Load occurs at Des Htg Coil CFM at Des Htg 835 CFM BTU/hr/ft2 13.8 Max possible CFM 835 CFM Ent. DB / Lvg DB 70.9 / 87.6 °F Water flow @ 20.0 °F drop gpm Supply Fan Sizing Data Actual max CFM at Jul 1600 835 CFM Fan motor BHP 0.00 BHP Standard CFM 832 CFM Fan motor kW 0.00 kW Actual max CFM/ft2 0.77 CFM/ft2 Fan static 0.00 in. wg. Outdoor Ventilation Air Data D.ign;arfilowCFM 0 CFM _: ,..- °' CFM/person a':OO C'FMperson ..._._ - CFM/ft2 0.00 CFM/ft2 Carrier Hourly Analysis Program v4 04 Page 17 Zone Sizing Summary for THREE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 10/15/00 Prepared•by: KTD Consulting Engineers 09:14 PM Sizing Calculation Information Zone and Space Sizing Method: I Zone CFM Peak zone sensible load Calculation Months Jan to Dec i Space CFM I Coincident space loads Sizing Data Calculated Zone Sizing Data Maximum Design Minimum Time Maximum Cooling. Air Air of Heating Sensible Flow Flow Peak Load' Zone Name MBH) (CFM), CFM) Load MBH);' Zone 1 16.2835, 8351 Jul 1600 16.31 Zone Terminal Sizing Data I1; of 1II:-'- Space Loads and Airflows Cooling Time Air': Heating, Zone Name / Sensible of Flow. Load Space Name Mult (MBH) Load (CFM);,(MBH)i one 1 THREE BEDRM UNIT TOP 1 16-2 Jul 1600 8351 15.3i Carrier Hourly Analysis Program v4.04 Page 18 Air System Design- Load ---Summary --for -THREE BEDROOM UNIT TOP Project Name: WYNDHAM PLACE APTS 00199 10/15/00 Prepared by: KTD'Consulting Engineers 09:14 PM DESIGN Co I OLING DESIGN - - HEATING COOLING DATA At Jul 1700 jHEIATING -- DATA - A - T - DES .. HTG COOLING OADB/WB 92.3*F/75.6?F JHEATING OA DB WB 37.0 -F 31.1 F1-- Sensiblee . nsbe Latent Sensible Latent ZONE LOADS Details BTU/hr)! BTU/hr)' Details (BTU/hr) BTU/hr) Solar -r- LoadsS9616 7-5 F--48 64 75 ft' Wall Transmission 517 ft2 1651 517 ft2.1314 Roof Transmission 1089 ft2 2046 1089 ft2 1111 Glass Transmission 75 ft2 1406 75 ft2 3224 Skylight Transmission 0 -ft2' 0' 0 ft2 0 Door Transmission 0 ft2' 0 0 ft2. 0 Floor Transmission 0 ft2 0 0 ft2i 0 Partitions 208 ft2 1587 208 ft21 36407 Ceiling 0 ft2 0* 0 ft2; 0 Overhead Lighting OW 0 0 0 Task Lighting ow 0 0 0 Electric Equipment ow 0 0 0 People 4 980 820 i 0 0 0 Infiltration 2032 1880 0 6015 0 Miscellaneous 1600 300, 0 0 Safety Factor 0%/0%:. 0 0 0%i 0 0 Total Zone Loads 16166 3000' 15302 0 Zone Conditioning 14505. 3000, 15051 0 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Return Fan Load 835 CFM 0 835 CFM 0 Ventilation Load 0 CFM 0 0 OCFM 0 0 Supply Fan Load 835 CFM 0 835 CFM : 0 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss 0% 0 0%, 0 Total System Loads 1450505 3 - 0001 15051 0 Central Cooling Coil 14505 3000 0 0 Central Heating Coil 0: 16051 14505L.- A 3051 0' Key: PosifiVii values are -616-loads - Positive values are-fitg1oads Negative values are htg loads Negative values are clg loads Carrier Hourly Analysis-Pr6grarn v4-.04: Page 19 Space Design Load Summary for THREE BEDROOM UNIT TOP Project Name: WY NDHAM PLACE APTS 00199 10/15/00 Prepared by: KTD Consulting Engineers 09:14 PM TABLE 1.1.A. COMPONENT LOAD-5 FOR -SPACE --"- THREE S-E-IIRIVFUNIT --raP-"--lr4 ZONE "Lone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1600 DATA ATDES ilim HEATING OADB / W13 93.5 *F 75.9 *F OA D13 / WI3 37.0 *F / 31.1 *F OCCUPIED T- STAT 75.0 *F OCCUPIED T-STAT 72.0 *F Sensible Latent Sensible Latent SPACE LOADS Details: BTU/hr) BTU/hr) Details BTU/hr) BTU1hr) Solar Loads 75 ft2 4-621 75ft2, Wall Transmission 517 ft2 1495: 517 ft2 1314- Roof Transmission 1089 ft2 2194* 1089 ft2' 1111 Glass Transmission 75 ft2 1468 75 ft2 3224 Skylight Transmission 0 ft2'1 0* 0 f[2' 0 Door Transmission 0 ft2' 0 0 ft2 0 Floor Transmission 0 ft2 0 0 ft2' 0' Partitions 208 ft2 1652 208 ft2 3640 Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 0 W, 0 0 0 Task Lighting 0 W: 0 0 0 Electric Equipment 0 W: 0 0 0 People 4 980 820 0: 0: 0 Infiltration 2116& 1782 6015!1 0Miscellaneous 1600 300 0: 0 Safety Factor 0% 0%: 0* 0 0% 0. 0 Total Zone Loads 16173 2902 15302 0 TABLE 11. 1.13. ENVELOPE LOADS FOR SPACE THREE BEDRM UNIT TOP " IN ZONE Zone 1 COOLING COOLING HEATING Area U- Value Shade TRANS" SOLARI TRANS ft2) BTU/ hr/ft-/F) Coeff. BTU/hr)' BTU/Ihr)i BTU/hr) W EXPOSURE WALL 260* 0.073i 995 661 WINDOW 1 30 1.228" 0.916 585* 2144 1289 WINDOW-2 30 1.228; 0.916 585 2144 1289 S EXPOSURE WALL 32 0.073' 69 81 N EXPOSURE WALL 225 0-6731 431 572 WINDOW T.- 15 1 228i 0.91fi M4: 645 H 'EXPOSURE ROOF 1080 0.0-291 CarrierHourly Analysis Frogram v4.0-4 -Page-20 Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME_WYNDHAM PLACE CLUBHOUSE ADDRESS: OWNER: _ AGENT: Form 40OA-97 PERMITTING OFFICE: Sanford CLIMATE ZONE: 5 PERMIT NO: _ JURISDICTION NO: 691500 BUILDING TYPE: _Service Establishments CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _4308 NUMBER OF ZONE'S: 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 6 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 70.01 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. `S'EER" 1'0 . 00 10.00- 2. :SEER... __ 10.00 10.00 PASSES. 3. SEER 10.00 10.00 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A 2. Et 1.00 N/A 3. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 6.00 4.20 PASSES 2. Unconditioned Space 6.00 4.20 PASSES 3. Unconditioned Space 6.00 4.20 PASSES REHEAT SYSTEM TYPES USED ELECTRICAL SYSTEM WATER HEATING EQUIPMENT 1. Et 0.95 0.78 SL 0.00 0.03 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy Efficiency Code. Florida Energy Efficiency Code. PREPARED BY:Before construction is completed, DATAc : 1 I 6 I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: this building will be inspected for compliance in accordance with Section 553.908, Flo Statutes. BUILDING OFFICIAL: DATE: ka - l9 I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT MECHANICAL: PLUMBING - -_ N! f .: -C` { ELECTRICAL:rl LIGHTING _1C1-1a1 _ L U t7CARt fYX /aGnS Signature is required where Florida law requires design to/be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401-------- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U Sc VLT Shading Area(Sgft) North Commercial 1.31 1.0 1.0 None 12 East Commercial 1.31 1.0 1.0 None 18 East Commercial 1.31 1.0 1.0 Continuous Ove 108 South Commercial 1.31 1.0 1.0 Continuous Ove 108 West Commercial 1.31 1.0 1.0 None 36 West Commercial 1.31 1.0 1.0 None 10 Total Glass Area in Zone 1 = 292 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) West Commercial 1.31 1.0 1.0 Continuous Ove 36 North Commercial 1.31 1.0 1.0 Continuous Ove 18 West Commercial 1.31 1.0 1.0 None 48 West Commercial 1.31 1.0 1.0 None 72 Total Glass Area in Zone 2 = 174 401------- GLAZING --ZONE 3------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) East Commercial 1.31 1.0 1.0 Continuous Ove 30 North Commercial 1.31 1.0 1.0 Continuous Ove 60 South Commercial 1.31 1.0 1.0 None 30 North Commercial 1.31 1.0 1.0 Continuous Ove 96 North Commercial 1.31 1.0 1.0 Continuous Ove 24 South Commercial 1.31 1.0 1.0 Continuous Ove 96 South Commercial 1.31 1.0 1.0 Continuous Ove 8 South Commercial 1.31 1.0 1.0 Continuous Ove 12 Nort-h .. Commerciah-_._..__. 1 .31. _ . 1 0.,._,- 1..0 Continuous Ove. 4.8._ North. Commercial 1.31- 1.0.- 1.0 Continuous Ove 48 North Commercial 1.31 1.0' 1.0 Continuous Ove 12 South Commercial 1.31 1.0 1.0 Continuous Ove 120 South Commercial 1.31 1.0 1.0 None 30 South Commercial 1.31 1.0 1.0 None 18 Total Glass Area in Zone 3 = 632 Total Glass Area = 1098 402.------WALLS--ZONE 1------------------------------------------------ Elevation Type U Insul R Gross(Sgft) North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 160 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 160 West 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 100 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 70 West 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 75 North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 20 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 345 South 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 540 West 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 345 Total Wall Area in Zone 1 = 1815 402.------WALLS--ZONE 2------------------------------------------------ Elevation Type U Insul R Gross(Sgft) North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 130 West 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 160 North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 160 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 100 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 85 Nort'n 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 70 West 3/4"Stco/2x4@16"oc+RllBatt/M"Gyp 0.080 11 170 South 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 190 Total Wall Area in Zone 2 = 1065 402------- WALLS --ZONE 3 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) West 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 100 South 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 40 East 3/4"Stco/2x4@16"oc+RllBatt/M"Gyp 0.080 11 150 North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 150 South 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 150 North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 200 North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 330 East 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.0,80 11 260 South 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 340 West 3/44'Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 180 South 3/4"Stcc/2x4@16"oc+RllBatt/M"Gyp 0.080 11 210 Total Wall Area in Zone 3 = 2110 Total Gross Wall Area 4990 403------- DOORS --ZONE 1 ------------------------------------------------ Elevation Type U Area(Sgft) North No doors 0.00 0 Total Door Area in Zone 1 = 0 403.------DOORS--ZONE 2 ------------------------------------------------ Elevation Type U Area(Sgft) North No doors 0.00 0 Total Door -Area -in Zone 2_- 0_ 403.-.---:--DOORS,.--ZONE_ 3--..----------------- ----------- ------------ Elevation Type U Area(Sgft) North No doors 0.00 0 Total Door Area in Zone 3 = 0. Total Door Area 0' 404.------ROOFS--ZONE 1------------------------------------------------1 Type Color U Insul R Area(Sgft) Shngl/1/2"WD Deck/WD Truss/9" B Dark 0.027 30 1441' Total Roof Area in Zone 1 = 1441 404.------ROOFS--ZONE 2 ------------------------------------------------ Type Color U Insul R Area(Sgft) Shngl/1/2"WD Deck/WD Truss/9" B Dark 0.027 30 844, Total Roof Area in Zone 2 = 8441 404.------ROOFS--ZONE 3 ------------------------------------------------ Type Color U Insul R Area(Sgft) Shngl/1/2"WD Deck/WD Truss/9" B Dark 0.027 30 2150 Total Roof Area in Zone 3 = 2150 Total Roof Area = 4435 405------- FLOORS -ZONE 1 ------------------------------------------------ Type Insul R Area(Sgft) S1al3 on Grade/Uninsulated 0 1314 Total Floor Area in Zone 1 = 1314 405.---'---FLOORS-ZONE 2------------------------------------------------ Type Insul R Area(Sgft) Slab on Grade/Uninsulated 0 844 e Total Floor Area in Zone 2 = 844 405.------FLOORS-ZONE 3------ Type Insul R Area(Sgft) Slab on Grade/Uninsulated 0 2150 Total Floor Area in Zone 3 = 2150 Total Floor Area = 4308 406------- INFILTRATION -------------------------------------------------- CHECK Infiltration Criteria in 406.1.ABCD have been met. I_ MECHANICAL SYSTEMS CHECK VAC load sizing has been performed. (407.1.ABCD) I 407.------COOLING SYSTEMS------------------------------------------------ Type No Efficiency IPLV Tons 1. Split System 1 10 0 5.00 2. Split System 1 10 0 2.50 3. Split System 1 10 0 5.00 408.------HEATING SYSTEMS----------------------------------------------- Type No Efficiency BTU/hr 1. Electric Resistance 1 1 51195 2. Electric Resistance 1 1 17065 3. -. Electric Resistance l - ..... 1 68260 409--------- VENTILATION------- Ventilation Criteria in 409.1.ABCD have been met. CHECK 410.-----AIR DISTRIBUTION SYSTEM--------------'-------------------------- CHECK Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value 1. Air Conditioners Unconditioned Space 6.0 2. Air Conditioners Unconditioned Space 6.0 3. Air Conditioners Unconditioned Space 6.0 CHECK Testing and balancing will be performed. (410.1.ABCD) I t/ 411------ PUMPS AND PIPING -ZONE Basic prescriptive requirements in 411.1.ABCD have been met.: PLUMBING SYSTEMS 411------ PUMPS AND PIPING -ZONE 1--------------------------------------- --- Type R-value/in Diameter Thickness 1. Non -Circulating 4 .75 1 411------ PUMPS AND PIPING -ZONE 2--------------------------------------- --- r'Type R-value/in Diameter Thickness 1. Non -Circulating 0 0 0 411.-----PUMPS AND PIPING -ZONE 3 --------------------------------------- Type R-value/in Diameter Thickness l. Non -Circulating 0 0 0 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. 75,000 Btuh 95 0 0 75 412.-----WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 412.-----WATER HEATING SYSTEMS -ZONE 3 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons, ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Washing 1 On/Off 2 None 0 204 234 Control Ro 1 On/Off 2 None 0 136 ill Toilet and 1 On/Off 2 None 0 40 52 Toilet and 1 On/Off 2 None 0 40 69 Multi -fun. 1 On/Off 2 None 0 1280 848 Total Watts for Zone 1 = 1700 Total Area for Zone-'1 i3I4 415.-----LIGHTING SYSTEMS -ZONE 2--------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Reading, T 1 On/Off 2 None 0 208 208 Toilet and 1 On/Off 2 On/Off 2 132 166 Toilet and 1 On/Off 2 On/Off 2 132 142 General Ex 1 On/Off 2 None 0 640 328 Total Watts for Zone 2 = 1112 Total Area for Zone 2 = 844 415.-----LIGHTING SYSTEMS -ZONE 3--------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Reading, T 1 On/Off 2 None 0 320 148 Reading, T 1 On/Off 2 None 0 208 226 Reading, T 1 On/Off 2 None 0 208 168 Reading, T 1 On/Off 2 None 0 416 371 Reception 1 On/Off 2 None 0 312 424 Reading Ar 1 On/Off 2 On/Off 2 780 813 Total Watts for Zone 3 = 2244 Total Area for Zone 3 = 2150 Total Watts 5056 Total Area 4308 Lighting criteria in 415.1.ABCD have been met. CHECK 16.-Operation/maintenance manual will be provided to owner.(102.1) V r rQ, F CIRCUIT i.;t_` L'OUN i YER I rCOUR i REl'OPDEC $ VERIFIE[' 635937 01 JAN-Prii12:39 M .: 0 -, z r o r- r- m o CD 0 J W n, State of Florida County of Seminole Parcel Nos. 14-20-30-501-OA00-0020 14- 20-30-501-OA00-002B 14- 20-30-300-0080-0000 14- 20-30-501-OA00-0010 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real jR• property, and in accordance with Chapter 713, Florida Statutes, the following information is J provided in this NOTICE OF COMMENCEMENT. This notice shall be void and of no force and Ueffect if construction is not commenced within 90 days of recordation. 1. Description of Property: a) Legal Description of Property: See Exhibit "A" attached hereto. b) Street Address of Property: iSoutheast of the intersection of Lake Mary Boulevard and Highway 17/92 in Sanford, Seminole County, Florida. 2. General Description of Improvements: A 260-unit rental housing apartment complex together with 520 parking spaces and other 3 appurtenant facilities. 3. Owner's Information: a) Owner's Name and Address: TWC Seventy -Six, Ltd. 655 North Franklin Street Suite 2200 Tampa, Florida 33602 Telephone: 813-281-8888 This Instrument was prepared by and record and return to: Brian J. McDonough, Esq., Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A., Museum Tower, Suite 2200, 150 West Flagler Street, Miami, Florida 33130. JAN0, 2W,ICERTIFIED Copy MARYANNE MORSE CLERK OF CIRr ' M CO TY. FLORIDA BY i i iL lii_ V CORDS 71 l.T^`,.. SEII.INULE 0b) Owner's Interest in Site o t!4 Improvements: Fee Simple. c) Fee Simple Title Holder's Name and Address (If Other Than Owner): Same as Owner. Contractor's Name and Address Wilson Construction Company 655 North Franklin Street Suite 2200 Tampa, Florida 33602 Telephone: 813-281-8888 4. SuretV's Name and Address (if anV) on the Payment Bond under the direct contract with the Contractor is: V=l,CL(Y &(5 FU,n'U 1Ci> Ouiia C(, I-A-1• ScLr-\ Max,l,n -V) (-. n OlfA-M , CA c(I- q A g; Amount of Bond: $ L 2)64 , 00c( A copy of the Payment and Performance Bond is attached hereto as Exhibit "B" and made a part hereof. 5. Construction Lenders' Names and Addresses: First Union National Bank One First Union Center Sixth Floor 301 South College Street, DC 6 Charlotte, North Carolina 28288-0166 Attention: Peter F. TenEyck, Vice President Telephone: 704-383-9525 Florida Housing Finance Corporation 227 N. Bronough Street Suite 5000 Tallahassee, FL 32301-1329 Attn: Ms. Jan Rayboun Telephone: 850-488-4197 r 6. Name and address of person within the State of Florida designated bV Owner upon whom notices and other documents may be servedandotherdocumentsbeserved as provided in Section 713.13(1)(a)(7)in Section 713.13(1)(a)(7), Florida Statutes: Ms. Debra F. Koehler TWC Seventy -Six, Ltd. 655 North Franklin Street Suite 2200 Tampa, Florida 33602 Telephone: 813-281-8888 2- ca4. !71;0 SEMINOLE CO -FL 7. In addition to itself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Construction Lenders: First Union National Bank One First Union Center Sixth Floor 301 South College Street, DC 6 Charlotte, North Carolina 28288-0166 Attention: Peter TenEyck, Vice President Telephone: 704-383-9525 Florida Housing Finance Corporation 227 N. Bronough Street Suite 5000 Tallahassee, FL 32301-1329 Attn: Ms. Jan Rayboun Telephone: 850-488-4197 The Bank of New York Trust Company of Florida, N.A., as Trustee 10161 Centurion Parkway Jacksonville, FL 32256 Attn: Ms. Paula Portuondo Telephone: 904-645-1910 Seltzer Management Group, Inc. 415 Beckrich Road, Suite 500 Panama City Beach, FL 32407 Attn: Laura Stanley Telephone: 850-233-9944 b) Title Insurance Agent: Lawyers Title Insurance Corporation 8420 N.W. 52nd Street Suite 103 Miami, Florida 33166 Attn: Ms. Mariana Repilado Telephone: 305-379-5579 and Stearns Weaver Miller WEissler Alhadeff & Sitterson, P.A. 150 W. Flagler Street Museum Tower, Suite 2200 Miami, Florida 33130 Attn: Brian J. McDonough, Esq. Telephone: 305-789-3350 3- 0FF1AL F't-I;U U 39B3 17 s1 S. Expiration Date of Notice l5`PIICommencement (one year from date of recording unless otherwise specified): Witnes es: Print Name' 1cn Print STATE OF FLORIDA ) SS: COUNTY OF LEON ) TWC Seventy -Six, Ltd. a Florida limited partnership By: TWC Seventy -Six Partners, Ltd., a Florida limited partnership, its sole general partner By: TWC Seventy -Six, Inc., a Florida corporation, its sole general partner By: C)2 YVA G r Debra F. Koehler, Senior Vice President The foregoing instrument was acknowledged before me this day of December, 2000, by Debra F. Koehler, as Senior Vice President of TWC Seventy -Six, Inc., a Florida corporation, the sole general partner of TWC Seventy -Six Partners, Ltd., the sole general partner of TWC Seventy -Six, Ltd., a Florida limited partnership, on behalf of the corporation and as an act of the partnerships. Personally Known ' OR Produced Identification Type of Identification Produced Print or Stamp Name: Notary Public, State of Florida at Large Commission No.: My Commission Expires: G:\W-BJM\34752\026\NOT-COM.wpd ARY SFAOFFLCLALNOC GREF. I ATRICIA KNiB1C't'TEO i iSSION NO. C( issio 3983 1 11.12 SEMINOLE CO.SL LEGAL DESCRIP TIom BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 114 OF THENORTHEAST114OFSECTION14, TOWNSHIP 20 SOUTH,RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; THENCE NORTH 00°3,5'03" EAST ALONG THEEASTBOUNDARYUNEOFTHENORTHWEST114OFTHENORTHEAST114 OFSAIDSECTION14ANDTHEWESTUNEOFBLOCKB, SUNLAND ESTATES, ASRECORDEDINPLATBOOK11, PAGES 16 THROUGH 22, OF THE PUBLICRECORDSOFSEVINOIECOYNTY, FLORIDA, A DISTANCE OF 584.55 FEET TOTHENORTHEASTCORNEROFLOTI, BLOCK A, OF SAID SUNLAND ESTATES, THENCE NORTH 69*16130" WEST ALONG THE NORTH UNE OF LOT 1, BLOCKA, OF SAID SUNLAND ESTATES, A DISTANCE OF 967.20 FEET TO THE EASTRIGHTOFWAYLINEOFU.S. HIGHWAY 17-92; THENCE SOUTH 25°31124" WEST A DISTANCE OF 39.66 FEET; THENCE DEPARTING SAID RIGHT OF WAYLINE, RUN SOUTH 8976'30" EAST ALONG THE CENTERLINE OF VACATEDWOODSONAVENUEADISTANCEOF186.15 FEET THENCE S00°44130" WEST ADISTANCEOf164.12 FEET TO THE SOUTH UNE OF LOT 2, BLOCK A, OF SAIDSUNLANDESTATES. THENCE N89°16'30" WEST A DISTANCE Olt' 261.93 FEETTOTHEEASTRIGHTOFWAYLINEOFU.S. HIGHWAY 17-92. THENCE SOUTH25°31'24" WEST ALONG SAID EAST RIGHT OF WAY UNE A DISTANCE OF426.65 FEET TO THE NORTH UNE OF BLOCK B OF SAID SUNLAND ESTATES, THENCE SOUTH 89°25'00" EAST ALONG SAID NORTH LINE OF BLOCK B, ADISTANCEOF1240.14 FEET TO THE POINT OF BEGINNING. OFFIOIAL RECORDS THEnI BRICAj gll TITUTE OF ARCHITECTS s HIS ;.ONO HEREBY AMENDED SO THAT THE PROVA&Wt-b0-FL IMITATIONS OF SECTION 255.05 OR SECTION 713.23 AND 13. 245 FLORIDA STATUTES, WHICHEVER IS APPLICABLE, Ai, ALL NOTICES AND TIME UMITATIONS PROVIDED THEREIN ARE NCORPORATEO HEREIN BY REFERENCE. AIA Document A311 Labor and material Payment Bond BOND NO 11127465885 THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT' KNOW ALL MEN BY THESE PRESENTS: that WILSON CONSTRUCTION COMPANY 655 No. Franklin Street, Suite 2200, Tampa, FL (Here insert full name and address or legal title of contractor 33602 as Principal, hereinafter called Principal, and, FIREMAN' S FUND INSURANCE COMPANY 777 San Marin Drive, Novato, CA 94998 (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto TWC SEVENTY-SIX, LTD. BY: TWC SEVENTY-SIX PARTNERS, LTD. , ITS GENERAL PARTNEqi e insert full name and address or legal title of Owner) BY: TWC SEVENTY-SIX,INC., ITS GENERAL PARTNER, 655 No. Franklin Street, Suite 2200 Tampa, FL 33602 AND FIRST UNION NATIONAL BANK (FUAHCDC)(Lender), C/O First Union, One First'Union Center, DC6, Charlotte, NC 28228-0166 AND FLORIDA HOUSING FINANCE CORPORATION ( Bond Issuer), 227 N. Bronough Street, Suite 500D, Tallahassee, FL 32301-132S AND BANK OF NEW YORK (Bond Trustee), Towermarc Plaza, 10161 Centurion Parkway, 2nd Flooi Jacksonville, FL 32256 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of ELEVEN MILLION EIGHT HUNDRED FIFTY SIX THOUSAND DOLLARS AND N0/100 Here insert a sum equal to at least one-half of the contract price) Dollars ($ 11,856,000.00 for the payment whereof Principal 'and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated October 30 Here insert full name, address and description of project) WYNDHAM PLACE APARTMENTS S. R. 17/92, Sanford, FI. 2000 a9 , entered into a contract with Owner for in accordance with Drawings and Specifications prepared by URBAN STUDIO ARCHITECTS 655 No. Franklin Street, Suite 150, Tampa, FL 3360 Hefe insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • A!A e FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON. D. C. 20006 3 t:'O\v. THEREFORE. THE CO`fUITION OF THIS OBtICATION Is such that, if Principal shall promptly make payment to allclaimantsashereinafterdefined, for all labor and material used or reasonably required for use in the performance of theContract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both; used or reasonably required f6r use in the performance of the Contract, labor and material being construed to include that part of Hater, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby. jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor \,vas done or performed, or materials were furnished by such claimant,, may sue on this bond for the use of such claimant, prosecute the suit to .final judgment for such sum or sums as may be justly dueclaimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the partytowhomthematerialswerefurnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than ;n a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent -of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. PRWIIED, however, that Principal and Surety shall not be liable to the Obligees or any of them unless the Cbligees or any of them have performed the obligations to the Principal in accordance with the terns of said contract; and PROJILID,. further, that Principal and Surety shall not be liable to all Cbligees in the aggregate in excess of the penal sum above stated. Signed and sealed this J 15th I day of December %Y9 r000 ;`-, C.0 c7 o r- r1 rn C-s 7 WILSON CONSTRUCTION COMPANY Principal) r" t _ i: nri vC4 ' ` cJ i taVJ tZ Title) FIREMAN'S FUND INSURANCE COMPANY Surcty) Betty 11 C fWttnc•cs) Ja onge io (Tiflc•) Attorney -in -Fact & Florida Resident Agent FIREMAYS FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATIONTHEAMERICANINSURANCECOMPANYAMERICANAUTOMOBILEINSURANCECOMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated inNebraska, ASSOCIATED INDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBILE INSURANCE COMPANY, a Missouri corporation, (herein collectively called "the Companies") does each hereby appoint Tom S . Lobrano III, A. B. Lynch Jr., James C. Congelio or Bradford W. Bush of Jacksonville, FL their true and lawful Attorneys) -in -Fact, with full power of authority hereby conferred in their name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof ------------ and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seals of the Companies and duly attested by the Companies' Secretary, herebyratifying and confirming all that the said Attorneys) -in -Fact may do in the premises. This power of attorney is granted under and by the authority of Article VII of the By-laws of each of the Companies which provisions are now in full force and effect. This power of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of each of theCompaniesatameetingdulycalledandheld, or by written consent, on the 19th day of March, 1995, and said Resolution has not been amended or repealed: RESOLVED, that the signature of any Vice -President, Assistant Secretary, and Resident Assistant Secretary of the Companies, and the seal of the Companies may be affixed or printed on any power of attorney, on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile, and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies." IN WITNESS WHEREOF, the Companies have caused these presents to be si affixed this 03 day of December 199 ed by their Vice President and their corporate seals to be hereunto 7J 00C If, ' o, M tt'AN S fG, 1•ce, Ri,4,,, ov TIAz..k FIREAN'S FUND INSURANCE COMPANY J G `' E ^ , t t "'•, o ..•- NATIONAL SURETY CORPORATION q THE AMERICAN INSURANCE COMPANYSEFT.1670 foy , z3' = ASSOCIATED INDEMNITY CORPORATION AMEBIC AUTOMOBILEINSURANCE COMPANY NCECo ,McE'° STATE OF CALIFORNIA I Gc COUNTY OF MARW I SS. By Vice - President On this 03 day of December , 1998 before me personally came Donn R. Kolbeck to me known, who, being by me duly sworn, did depose and say: that he is a Vice -President of each company, described in and which execs &d the above instrument; that he knows the seals of the said Companies; that the seals affixed to the said instrument are such company seals; that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. co ;-,-D MIN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year herein first above writtez W 2- 1r- r L OCAMPO o _ Commission # 1163. z Notary Public - Colifomia— Morin County &DA STATE OF CACALIFORNIAS S. MY Corn v No Public i_Jl l COUNTY OF MARIN J I, the undersigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not. been revoked; and furthermore that Article VII of the By-laws of each company, and the Resolution of the Board of Directors; set forth in the Power of Attorney, are now in force. Signed and sealed at the County of Marin. Dated the 15th day of December 2000 YCO . 0 IIII`...4 AN'S I.ER/ `.,1 .•.,..,, ILEI . 01 Q SEVT. J.97p s'E Yd tmas per~ ti . t *s + -,ey._ .a: tiUt' + .,,....„ 'NCE eo R+CE'c°t . Ewan,° Resident Assistant Secretary THE AMERICAN INSTITUTE OF ARCHITECTS o cp rn n3 r rn rn AIA Document A311 T J o r r srnLP Performance Bond BOND NO 11127465885 KNOW ALL MEN BY THESE PRESENTS: that WILSON CONSTRUCTION COMPANY 655 No. Franklin Street, Suite 2200, Tampa, FL (Here insert full name and address or legal title of contractor) 33602 as Principal, hereinafter Called Contractor, and, FIREMAN'S FUND INSURANCE COMPANY 777 San Marin Drive, Novato, CA 94998 (Here insert full name and address or legal title of surety) as Surety, hereinafter called Surety are held and firmly bound unto `LTC SEVENTY-SIX, LTD. BY: TWC SEVENTY-SIX PARTNER§, LTD. ITS GENERAL PARTr*R insert full name and address or legal title of Owner) BY: TWC SEVENTY=SIX, INC., ITS GENERAL PARTNER, 655 No. Franklin Street, Suite 2200Tampa, FL 33602 AND FIRST UNION NATIONAL BANK (FUAHCDC) (Lender), C/O First Union, One First Union Center, DC6, Charlotte, NC 28228-0166 AND FLORIDA HOUSING FINANCECORPORATION (Bond Issuer), 227N. Bronough Street, Suite 5000, Tallahassee, FL 32301-1329ANDBANKOFNEWYORK (Bond Trustee), Towermarc Plaza, 10161 Centurion Parkway, 2nd Floor, Jacksonville, FL 32256 as Obligee, hereinafter called Owner, in the amount of ELEVEN MILLION, EIGHT HUNDRED FIFTY SIX THOUSAND DOLLARS AND NO/100 Dollars (S 11 , 856 , 000. 00 ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated October 30 /V 200entered into a contract with Owner for Were insert full name, address and description of proiccl) WYNDHAM PLACE APARTMENTS S. R. 17/92, Sanford,. FL in accordance with Drawings and Specifications prepared by URBAN STUDIO ARCHITECTS 655No. Franklin Street, Suite 150, Tampa, FL 33602 lHctc inscr, null name and address or Icgal title or Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PIRIC 0AN(r BOND AND LABOR AND MAtlhlA( PAY.VENT BOND • AIA e If ti):(!AR1' 19'(l II) lllr A\111 1( \ I\>TI1Llf Or Ai Clllrf( I, 1-1 X 1'.:\\'I., N.U'., \\':\}III\(.I(>N, D. C.:000G 1 PERFORMANCE BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall prc-npt;v and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in fui: force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Surety of the lowest responsible' bidder, or, if the Owner' elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available. as Work progresses (even though there should be a default or a succession of PROVIDED, however, that Principal or any of them unless the Obligees or the Principal in"accordance with the defaults under the contract or contracts of completion arranged under this paragrap^ sufficient funds to pay the cost of completion less the balance of the contract price: but not exceeding, includrnc other costs and damages for %%hich the Surety may be table hereunder. the amount set forth in the first paragrapi hereof. The term "balance of the contract price." as used in this paragraph, shall mean the total amount payJale by Owner to Contractor under the Contract and an% amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bone' must be instituted before'' the expiration of two (2) yezrs from the date on whicho final payment under the Contract falls due. rn ;- No right of action shall accrue on this bond to 4 for atheuseofanypersonorcorporationotherthrx theOwnernamedhereinortheheirs, executors. adrrjMis- trators or successors of the Owner. o• Surety shall not be liable to the Obligees of them have performed the obligations to —J terms of said contract; and and any PROVIDED, further, that Principal and Surety shall not be liable to all Obligees in the aggregrate in excess of the penal sum above.stated. Signed and sealed this 15th day Of December WILSON CONSTRUCTION COMPANY, aQ 2000 rPrrncrfr,ll - IScal; r h1c t i. S0. VIte V"Q,3t4'i Ti0c) FIREMAN'S FUND INSURANCE COMPANY I trre•t•) Icau Betty 11- C C( tfvin,ts•1 James . Congelio Diet,•) Attorney -in -Fact & Florida Resident Agent AIA DOCUMENT A311 • PERroRMANCE BOND AND LABOR AND MATERIAL PAYMENT BONO • AIA 0 rEBRUARY 1I)7tt [D.-THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 2 FIREMAN'S FUND INSURANCE COMPANY IONAL SURETY CORPORATION AMERICAN INSURANCE COMPANY ASSOCIATED INDEMNITY CORPORATION t—MERICAN AUTOMOBILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY V ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a Califomia corporation, NATIONAL TY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated in ska, ASSOCIATED INDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBILE INSURANCE ANY, a Missouri corporation, (herein collectively called "the Companies") does each hereby appoint Tom S . Lobrano III,. 3. Lynch Jr., James C. Congelio or Bradford W. Bush of Jacksonville, FL iue and lawful Attomey(s)-in-Fact, with full power of authority hereby conferred in their name, place and stead, to execute, seal, wledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof _-----_----_ bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate se&s ofIf e anies and duly attested by the Companies' Secretary, hereby ratifying and confuming all that the said Attomey(s)-inTact may do in the fDmises. ower of attorney is granted under and by the authority of Article VII of the By-laws of each of the Companies which provisions 'e now force and effect. o ! o ower of attorney is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of eachaf the- rnE' zanies at a meeting duly called and held, or by written consent, on the 19th day of March, 1995, and said Resolution has not been amended ealed: RESOLVED, that the signature of any Vice -President, Assistant Secretary, and Resident Assistant Secretary of the Companies, and the seal of the Companies may be affixed or printed on any power of attorney, on any revocation of any power of attorney, or on any certificate relating thereto, by facsimile, and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Companies." 1TNESS WHEREOF, the Companies have caused these presents to be signed by their Vice -President, and their corporate seals to be hereunto dthis 03 _day of December 1991s YCdpgtLEi90q () Celt Y Lt 7 'y Fop E fir SEPr. Snro ^/ r'.• _ ESE A L ; s 2 C'EGet+d E., r.• ^,OFF' {ONCE Co `R4N COJt' :'h 4 "'•rlrrrlMll.l - ''IrIIIIIIIM." E OF CALIFORNIA I SS. NTY OF MARIN FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION THE AMERICAN INSURANCE COMPANY ASSOCIATED INDEMNITY CORPORATION AMERIC AUTOMOBILE INSURANCE COMPANY By Vice -President tis 03 day of December, , 1998 , before me personally came Donn R. Kolbeck known, who, being by me duly sworn, did depose and say: that he is a Vice -President of each company, described in and which executed ove instrument; that he knows the seals of the said Companies; that the seals affixed to the said instrument are such company seals; that were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like order. 7ITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year herein first above written L OCAMPO Commission # 1163726 Z z `m Notary Public - California Marro County CE OF CALIFORNIA I SS. 1 Mycomm.6 T N v No Public j- iNTY OF MARIN undersigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ORNEY remains in full force and has not been revoked; and furthermore that Article VII of the By-laws of each company, and the Resolution e Board of Directors; set forth in the Power of Attorney, are now in force. ed and sealed at the County of Marin. Dated the 15th day of December 2000 J ETYr si. . i..,., E 7 N s fG Ica Vie: ;ei'`I, ao° BUE 7K1'' Z SEPT.3 V70 I1 n{jjj. - E lbw ln•d -n° ,.1L ', ° *e l' rNCE co G9•IkCE•COJ`< 'ou r;''O•d`12!;& RcsidentAssistantSecretary L 9j^nrll.ne.` Wyndham Place Apartments Building Addresses Building 1 1000 Wyndham Peak Court Building 2 2000 Wyndham Crest Blvd. Building 3 3000 Wyndham Crest Blvd. Building 4 4000 Wyndham Crest Blvd. Building 5 5000 Pond Crest Lane Building 6 6000 Wyndham Crest Blvd. Building 7 7000 Wyndham Crest Blvd. Building 8 8000 Wyndham Crest Blvd. Building 9 9000 Pond Crest Lane Building 10 10000 Wyndham Crest Blvd. Building 11 11000 Wyndham Crest Blvd. Clubhouse 1500 Wyndham Crest Blvd. Trash Compactor 11500 Wyndham Crest Blvd. Wyndham Place Apartments Building Addresses Building 1 1000 Wyndham Peak Court Building 2 2000 Wyndham Crest Blvd. Building 3 3000 Wyndham Crest Blvd. Building 4 4000 Wyndham Crest Blvd. Building 5 5000 Pond Crest Lane Building 6 6000 Wyndham Crest Blvd. Building 7 7000 Wyndham Crest Blvd. Building 8 8000 Wyndham Crest Blvd. Building 9 9000 Pond Crest Lane Building 10 10000 Wyndham Crest Blvd. Building 11 11000 Wyndham Crest Blvd. Clubhouse 1500 Wyndham Crest Blvd. Trash Compactor 11500 Wyndham Crest Blvd. F LETTER OF TRANSMITTAL TO: City of Sanford Community Development Department - Building 300 N. Park Avenue Sanford, Florida 32771 407)302-9417 ATTN: Bob Bott RE: Wyndham Place Apartments WE ARE SENDING YOU THE FOLLOWING ITEMS: Prints/Plans Contracts Specifications Design Order Change Order THESE ARE TRANSMITTED AS CHECKED BELOW: For Construction Pricing Only Preview & Comment Engineering Information DATE: December 20, 2000 Attached Under Separate Cover Memorandum Letter Other For Approval For Signatures Approved As Submitted Approved As Noted Return Corrected Prints COPIES NUMBERS DATE DESCRIPTION I Geotechnical Report — Wyndham Place Apartments I FEMA Flood zone map - copy REMARKS: As requested. Please call me if you need anything further. Thank you for your help. Happy holidays! Shannon Berry, AICP The Wilson Company 655 North Franklin Street Suite 2200 Tampa, Florida 33602 813-281-8888 / Fax: 813-281-2588 DCSB76 TRANSMIT Bob Botl City of Sanford 122000 I.ITTI.F CRYST 1/. COURT I A&F ZONENE x w ZONE AE citi-o' fEL 45-) L ALDER COURT SILVER r%AAOLE I EL 3-91 NE AE ZONE X 0 SV%V(F77 BIA! 10M DRIVEPfo% ji ki 1\ IVEADC 4. "oCOURT JA LLJ Ir HRA34' D I Q it n'. R City' of Sanford 4.0 120294 ZONE XJ-1 3' \' :/ ZONE X Ole I A:VTHONY IDRIVE Seminole CountyCityofSanfordSeminoleCountyCHARLE COUR' Unincorporated ,Areas120294UnincorporatedAreas 120289 120289 RM38 Will) + CIDyofLakeMary: ONE LIDLnW416x ZONE X 0 2, ZONE El59IEL38) ZONEAE (EL 39) DRIVE 15FAIRMONT DRiV 0— E I rvANb1JAU- P.vK4/ COLLrNS,.'7.. .S RAAq % r N YUKIVK. 36 A MAG4 09LELA4E JOINSPANEL 0135 to AIIIIIIII l ZONE X 170 D_ 1 FSITF-1 1 I 5T I °' M.F.RY 7 4 Qm E a6ed Lt4SL56B+ LEGEND SPECIAL FLOOD I IAZAR17 AREAS INUNDATED By 100-YEAR FLOOD ZONE A No base flood elevations determined. a ZONE AE Rase flood elevations determined. ZONE AH Flood depths of 1 to 3 feel )usually areas of ponding); base flood ale ,rtfons determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain(; average depths dater• rtined. for Areas of alluvial fan flooding; veloritles ;dso ileterrnincKl, ZONE A99 To be protected from 100-year flood by Federal flood protection system under con- struction; no base flood elevations deter- mined. ZONE V Coastal flood with velocity herard (wave action); no base flood elevatlrx,s,Sccetm wed. ZONE VE Coastal flood with velocity hazard (w;tve action); base flood elevations determined. FLOODWAY AREAS IN "LONE AE OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. j OTHER AREAS iZONE X Areas determined rohaoutside500•ycatflood- plain. ZONE D Areal in which flood hazards are undeter- mined. UNDEVELOPED COASTAL BARRIERSt Identified 1983 Iden(ifletl Otherwise Protecte Areas 1990 or later Identi ied 1991 Or Later 1-Coastal barrier areas are normally located within or adjacent to special flood hazard areas. Hoodplain Boundary rloodway foundary lone D Boundary Boundary Dividing Special Flood Hazard Zones, and nrxfndary Dividing Areas of Dif- ferent Co;m,11 Rnse Flood Elevations Within Special Flood Hazard Zones. 513 ^^----- Base Flood Llcva(ion Line; Elevation in Fcct' Qb --- --- Cross 5cdlon Llne EL 987) Base Flood Elevation in Feet Where Uniform Wi(hin Zone, RM 7X Elevation Reference Mark M 1.5 River Mile JJKeferenced to the National Geodetic Vertical Datum of 1929 NOTES This map is for use In administering the National Fhnod Insurance Program; it does not neCessadly Identify all areas subject to flooding, particularly from localdrainagesourcesofsmallsize, ur all planinretric features outside Special Flood Hazard Arras. The community map repository should beconsulted for posslhlc updated flood hazard information prior to use of this rnap for property purchase or coottrucflon purposes. Coastal base Flocxt elevations apply only landward Mo.o NGVD, and Inriude the effects of wave action; these elevations stay also differ slgnihrantly from tfx;se developed by the Natlooal Weather Service for hunlcane evacuadon planning. Arras of special flood hazard (100•year flood) Include Zone A, AE, AH, AC), A%, V, and VE. Certain areas not in Special Flood Hazard Areas may be protected by flood Control structures. Wd 84t10 00, S1 33G Report of Subsurface Explorationand Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments Lake Mary, Seminole County, Florida HSA Project No. 50-05-4320-00 T Hd mISO A, ENGINEERS & SCIENTISTS A member of the CRA family of Companies November 29, 1999 TWC Seventy -Six, Ltd. 655 North Franklin Street Suite 2200 Tampa, Florida 33602-4409 Attention: Ms. Shannon Collins Berry Special Projects Administrator Subject: Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments Lake Mary, Seminole County, Florida HSA Project No. 50-05-4320-00 Dear Ms. Berry: HSA Engineers & Scientists has completed the referenced subsurface exploration and geotechnical evaluation subsequent to your request and authorization. This report presents the results of our study for the Proposed Wyndham Place Apartments, Seminole County, Florida. Described herein are the methods and results of our evaluation ofthe subsurface conditions at the site, including the field and laboratory test data generated during our study. Based on our interpretation of the subsurface conditions from the boring data and understanding of the proposed construction, conclusions and recommendations regarding site preparation, fill material placement, foundation design, and pavement design are included herein. RUMMA R V In summary, the results of our exploration and evaluation indicate that the site is suitable for support of the proposed three story multifamily buildings on conventional shallow spread footings, and for conventional pavement sections. Routine site preparation (including clearing, stripping, grubbing and proofrolling) will be required to provide adequate support for foundations and pavements. In most areas, stripping is expected to be slightly more than typical, about 12 inches. Some areas might require deeper excavation to remove slightly organic sands. In general, near surface sandy soils encountered in the borings appear suitable for use as compacted building pad and parking lot subgrade. Although slightly clayey sands occurred as www.hsa-env.com Environmental & Geotechnical Engineering • Construction Materials Testing 4019 East Fowler Avenue / Tampa, Florida 33617 Tel: (813)971-3882 / Fax: (813)971-1862 Offices in: Tampa/ Orlando/ Cape Canaveral / West Palm Beach / Hilton Head 4. November 29, 1999 Page 2 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 shallow as 6 to 8 feet below existing grade throughout the site, the soils to a depth of about 30 feet or more in the lake areas typically may be used as structural fill. However, the soils that contain silt and clay fines will require careful control of their moisture contents to enable compaction. Any fill required to develop finished grade should be clean, silty or slightly clayey sands that are placed and compacted in lifts. Either a rigid pavement or flexible pavement could be utilized at this site, assuming that groundwater is adequately controlled. For flexible pavements, stabilization of near surface soils would probably be required beneath uncemented base course material (i.e., limerock, shell or crushed concrete). A base resistant to wet conditions, such as crushed concrete or soil cement, is preferable at this site. Underdrains may be needed in low areas. Groundwater was measured throughout most of the area to be developed at about 2-1/2 to 5-1/2 feet below existing grade at the time of our study. Higher levels occurred along the western and northwestern portions of the site. It is likely that the water perches on top of the shallow clayey soils in times of frequent rainfall. Normal wet seasonal high groundwater levels at the site are estimated to be within one foot of the ground surface along the western and northwestern side, about 2 feet deep in the middle of the property, and about 2 to 2-1/2 feet deep along the east side. Site grading should consider the normal wet season high water table. The summary should not be relied upon alone. The report should be reviewed in its entirety for important details not included in the summary. PROJECT DESCRIPTION The project is located in Section 14, Township 20 South, Range 30 East, south of Sanford in the Lake Mary area, Seminole County, Florida. The site lies about 1000 feet south of Lake Mary Boulevard, behind a restaurant on the southeast corner of U.S. 17-92 and Woodson Avenue. A location map is presented in Figure 1. Except for a grassed area with trees that extends about 300 feet from U.S, 17-92, the site is vegetated with pine trees and palmettos. Some paths pass through the wooded area, but the site required clearing for access to the proposed building NT-SERVER\WORK\Projom\GEO\5005432000\Wyndh=Pl.doc 6. November 29, 1999 Page 3 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 locations for the truck mounted drill equipment. The site visually appears relatively level. A review of the USGS Sanford, Florida topographic quadrangle map indicates the site ground elevation is about 45 feet. It is bordered by residences to the east and south, a car rental facility to the north, and U.S. 17-92 to the west. Across U.S. 17-92 is Lake Minnie. It is our understanding that subsoil information is needed for the design of approximately eleven 11) two to three-story high wood frame apartment buildings and an associated single story clubhouse. The proposed building floor slabs will be constructed "on -grade". Further, based on past experience with similar construction, structural loads are expected to be light to moderate, in the range of 2 to 3 kips per foot on walls and 50 kips on columns. Fill in the building areas has been assumed on the order of approximately two to three feet. Parking and drives as well as two 2) retention areas/lakes will be constructed. Soil excavated from the lakes may be reused as fill for the project. The project conceptual layout is illustrated on Figure 2. EXPLORATION The subsurface exploration for this study included sixteen (16) borings with Standard Penetration Test (SPT) sampling in the proposed building areas, two (2) SPT borings in the proposed lake areas, and thirteen (13) hand auger borings in proposed paved areas (based on a preliminary conceptual site development plan). The SPT borings (SPT-1 through SPT-18) were performed to a depths of fifteen to twenty-five 25) feet below the existing ground surface. The boring procedure was conducted in general accordance with ASTM D-1586. The mud rotary drilling method, where a clay slurry is used to flush and stabilize the borehole, was employed. Closely spaced soil sampling was performed in the upper 15 feet and at 5 foot intervals thereafter. After seating the sampler 6 inches into the bottom of the borehole, the number of blows required to drive the sampler one foot is known as the "N" value or blowcount. The blowcount has been empirically correlated to soil properties. T-SERVER\WORK\Projeas\GEO\5005432000\WyndhamPl.doc g— November 29, 1999 Page 4 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 The hand auger borings (HA-1 through HA-13) were performed to a depth of about five (5) feet in areas anticipated to be paved. The hand auger borings were conducted by manually rotating a bucket auger into the ground in 4 to 6 inch increments. During performance of the borings, a staff engineer and/or senior technician visually classified the soils encountered in the field and placed selected samples into sealed containers. The staff engineer returned the samples to our laboratory for further examination by the project geotechnical engineer and laboratory testing. The locations of the borings are shown on Figure 2. The base map for Figure 2 was provided in electronic format for our use. The boring locations were laid out on the plan, and distances scaled and directions estimated from the adjacent roadways and other site features shown on the plan and identified in the field. Distances were paced in the field and directions were estimated. LABORATORY TESTING Selected soil samples were tested in our laboratory to determine the percent passing the #200 sieve, or the silt and clay fines content. The amount of silt and clay in a soil affects its engineering properties, including permeability, suitability as fill and workability. The organic content of several samples was also measured. The laboratory test results for each of the tested samples is shown at the appropriate depths on the SPT and auger boring soil logs in Appendix A. SUBSURFACE CONDITIONS ENCOUNTERED Final logs of the borings are presented in Appendix A. The stratigraphic information was developed from the field boring logs, the laboratory testing, and visual review of the recovered soil samples. The stratification lines represent the boundary between soil types at the boring locations. The transition between strata may be gradual and the indicated boundary approximate. Soil strata boundaries were estimated when they occurred between sample intervals. Small WT-SERVER\WORK\Projats\GEO\5005432000\WyndhamPl.doc November 29, 1999 Page 5 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 variations not considered important to our engineering evaluation may have been omitted or abbreviated for clarity. The final logs include the laboratory test results, SPT "N" values, and groundwater levels at the time of our study. The following discussion of the subsurface conditions encountered highlights the major subsurface stratification encountered by the borings. For a more detailed description, please refer to the attached boring logs. Soil conditions may vary between the boring locations. During the time of our study, mid -November 1999, groundwater was measured in the boreholes after an overnight stabilization period at depths ranging from approximately 2-1/2 to 5-1/2 feet below the existing ground surface. When a groundwater table is not shown, it was not measured. Water tables will vary with rainfall and seasonal conditions, and will be different at other times. Our testing occurred in a relatively dry period. As indicated on the soil profiles, the site is covered by over 30 feet of sandy soils, although clay fines are present in the sands below 6 to 8 feet. Under a cover of (dark gray and dark brown fine sand) topsoil generally about one to two feet thick, the site is covered by several feet of fine sand to silty fine sand varying in color from brown to gray -brown and in shade from light to dark. The silt content of tested samples of these soils was typically between 6% and 17%. The organic content of the samples tested ranged from 2% to 6%. Light gray, light gray -brown and light brown slightly clayey to clayey sands occur below about 6 to 8 feet deep. The clay content of the tested samples of these soils was typically about 15%. Based on the SPT "N" values, the sands are typically loose with medium dense zones. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration, and our experience with similar subsurface conditions and construction types. If final building locations, grades or foundation loads are significantly different from those previously described, or if subsurface conditions differ from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. A general review of the project plans and specifications by our firm is suggested prior M•SERVER\WORK\Projects\GEO\50054J2 WO\WyndhamPl.doc Mnmqlnmra MMMMMMr EM November 29, 1999 Page 6 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 to bidding in order to check that these recommendations have been interpreted and implemented in accordance with our intent. Seasonal High Groundwater Estimates The USDA Soil Conservation Service Seminole County Soil Survey was reviewed for general information on normal wet season high groundwater tables. The soil survey indicates that one soil mapping unit is present on the site. Soil mapping units are areas where one soil type is predominant. Smaller areas of other soil types may be present within the mapping unit. The soil survey indicates Myakka and EauGallie fine sands occur over the site. They were mapped as one unit considering their present and predicted use. This soil mapping unit is a nearly level poorly drained sandy soil. The water table is typically less than one foot deep during about 1 to 4 months of the year. A typical profile of Myakka fine sand is described in the soil survey as follows: De thFOFeet xP„ . SoilDescription 0.0 - 0.4 Black Fine Sand 0.4 — 2.3 Light Gray Fine Sand 2.3 — 2.5 Black Fine Sand 2.5 — 3.8 Dark Brown Fine Sand 3.8 — 6.7 Brown Fine Sand According to the soil survey, the typical profile of EauGallie fine sand is as follows: Depfh Feet' Soil Descri tonP,_.. 0.0 - 0.4 Dark Gray Fine Sand 0.4 — 1.5 Light Gray Fine Sand 1.5 — 3.1 Black and Dark Brown Fine Sand 3.1 — 3.4 Light Brownish Gray Fine Sand 3.4 — 5.0 Pale Brown Clayey Fine Sand 5.0 — 6.7 Light Brownish Gray Silty Fine Sand with Pockets of Fine Sand and Silty to Slightly Clayey Fine Sand WT-SERVER\WORK\Projem\GEO\5005432000\WyndhamP].doc November 29, 1999 Page 7 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 Based on the water levels measured in the boreholes and review of the soil survey, HSA believes that normal wet seasonal high groundwater levels at the site will be within one foot of the ground surface along the western and northwestern side, about 2 feet in the middle of the property, and about 2 to 2-1/2 feet along the east side. Heavy or prolonged rainfall could result in groundwater levels being temporarily higher than the seasonal high groundwater estimates. It is likely that the water perches on top of the shallow clayey soils in times of frequent rainfall. Site Preparation Stripping and Grubbing: The initial step in routine site preparation should be the complete removal of all topsoil, trees, vegetation, major root systems and other deleterious materials from beneath and to 5 feet beyond proposed structures and pavements. Based on the results of the borings, the typical stripping thickness is expected to be about 12 inches at this site. However, it may be greater in low areas and more than 24 inches in areas of major root systems. In addition, some slightly organic sands may require overexcavation to depths of about 3 feet. The site should be root raked after stripping to help locate stumps, large roots, and other unsuitable materials. During site clearing and while excavating for site utilities the exposed soils should be carefully observed for the presence of deleterious materials (e.g. organic soils) which could be detrimental to foundation, slab and pavement support. If encountered, these soils should be removed and replaced with structural fill. Subgrade Proofrolling and Compaction: After the initial stripping and backfill operations, a Geotechnical Engineer or his representative should inspect the entire site. Cut areas should be brought to grade. At that time, the site should be proofrolled using a large vibratory roller with a minimum static drum weight of 4 tons and minimum impact energy of 36,000 lb. (Dynapac CA- 25 or equivalent). Proofrolling of the structure areas should consist of at least 5 overlapping passes in each of two perpendicular directions (total of 10 passes) and should be observed by a Geotechnical Engineer. Pavement areas should be proofrolled with at least 8 total passes of the heavy vibratory roller, four each in perpendicular direction. The compactor should travel at a slow walking pace. The purposes of the proofrolling will be to detect any additional areas where unsuitable soils are present as well as to densify the near -surface soil for support of shallow NT-SERVER\WORK\Projects\GEO\5005432000\WyndhemPl.do November 29, 1999 Page 8 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 foundations and pavements. Materials that yield excessively during the proofrolling should be undercut and replaced with well -compacted structural fill. Care should be used when operating the compactor close to existing structures. The Geotechnical Engineer, based on his or his representative's observations, can recommend the nature and extent of any remedial work. Aside from stripping and backfilling activities previously described, no other remedial work is anticipated at this site. Proofrolling of the structure and pavement areas should continue for the required number of passes and until the soil at a depth of 12 inches below the surface has attained a minimum of 95% of the soil's modified Proctor maximum dry density as determined by ASTM Designation D-1557. In -place density tests should be performed by an experienced geotechnical engineering technician working under the direction of a licensed Geotechnical Engineer to verify the required degree of compaction. A test frequency of one test per 2,500 square feet of structural area proofrolled, and one test per 5,000 square feet of pavement area proofrolled, is recommended. It may be necessary to adjust the moisture content of the soil to facilitate compaction. A moisture content within 2 percentage points of the optimum indicated by the modified Proctor test (ASTM D-1557) is recommended. Fill Placement After the site has been compacted and accepted by the Geotechnical Engineer, fill required to bring the site to final grade may be placed and properly compacted. Fill should be inorganic, non -plastic granular soil (clean to slightly silty or slightly clayey sands) free of detrimental materials such as clay clods, debris, roots, etc. The fill should be placed in level lifts not to exceed 12 inches loose thickness. The fill should be compacted to a minimum of 95% of the soil's modified Proctor maximum dry density as determined by ASTM Designation D-1557. In - place density tests should be performed on each lift by an experienced engineering technician working under the direction of a licensed Geotechnical Engineer to verify that the recommend degree of compaction has been achieved. We suggest the following minimum testing frequency, per layer of fill placed: one test per 2500 square feet of building area and one test per 5000 square feet of pavement area. This fill should extend a minimum of 10 feet beyond building lines to prevent possible erosion or undermining of footing bearing soils. Furthermore, fill slopes should not exceed 2 horizontal to 1 vertical. All fill placed in utility line trenches and WT-SERVER\WORK\Projects\GEO\5005412000\WyndhamPl.doc November 29, 1999 Page 9 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 adjacent to footings beneath slabs -on -grade should also be properly placed and compacted to the specifications stated above. However, in these restricted working areas, compaction should be accomplished with light weight, hand -guided compaction equipment, and lift thickness should be limited to a maximum of 6 inches loose thickness. To facilitate compaction, the fill moisture content should be controlled to within 2 percentage points of the optimum determined by the modified Proctor test (ASTM D-1557). Control of moisture content will especially important with if the clayey soils excavated from lake areas are utilized as fill. Foundation Design With preparation of the existing subgrade and placement of any fill in accordance with the preceding recommendations, the proposed buildings can be constructed on a system of conventional shallow spread or strip (continuous wall) footings bearing in fill or natural ground at minimum depths below the finished floor or finished grade elevations. Footing bottoms that bear in densified existing soils or in structural fill may be designed based on a maximum allowable bearing pressure of 2500 pounds per square foot. Minimum footing widths of 16 inches for single story strip footings, 20 inches for strip footings supporting 2 or 3 story walls, and 30 inches for columns should be used, even though allowable bearing pressures may not be fully developed in all cases. The minimum bottom width of turned -down edges of monolithic slab -foundations should be 12 inches. Footing bottoms should bear at least 18 inches below finished exterior grades. The finished grade elevation should be selected in consideration of the seasonal high groundwater table estimated in this report. It would be desirable to select footing bearing elevations at least one foot above the wet season high groundwater table to avoid difficulty in construction. The foundation subgrade soils should be compacted after excavation process using a light compactor to densify soil loosened in the excavation. Footing subgrade soils should be tested to verify compaction to at least 95% of the soils Modified Proctor maximum dry density as determined by ASTM designation D-1557 and approved by the Geotechnical Engineer prior to placement of concrete. WT-SERVER\WORK\Projwu\GEOl5005432000\WyndhamPl.dm November 29, 1999 Page 10 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 Settlement Estimates Building settlement estimates were made based on the soil conditions encountered in the borings, and assuming the aforementioned proofrolling and filling recommendations are followed. Total settlements are anticipated to be on the order of 3/4 inch, most of which are expected to occur during construction. Differential settlements are anticipated to be less than 0.002 ft./ft. (i.e. have an angular rotation of about 1 in 500). Pavement Design Guidelines These pavement design guidelines are made without the benefit of specific traffic information, local constraints, or grading plans, and are intended as a general guide for the design engineer's evaluation. Site design decisions may obviate certain aspects of these guidelines. Pavement subgrade soils are expected to be fine sands prepared as recommended in the preceding sections of this report. Underdrains may be necessary in some areas dependent upon final grades. In addition to the seasonal high ground water estimates given herein, observations for wet areas and pumping areas should be made during construction. A base resistant to wet conditions (e.g., soil cement) would be preferable at this site. Flexible Pavement Thickness Design Recommendations - We recommend that the 12 inch soil subgrade beneath pavements be compacted to 95% of the soil's maximum dry density as determined by ASTM D-1557 (modified Proctor). Subgrade soils should be re-evaluated following grading operations. Stabilization of subgrade soils to LBR 40 for a depth of 8 inches should be accomplished for uncemented (limerock, shell or crushed concrete) base courses. Compacted soil -cement would also be an alternative base course for pavement construction at this site. Stabilization of the site soils would not be required for a soil cement base. A minimum pavement section consisting of 1-1/4" of Type S-I or S-III (preferred) asphaltic concrete over 6 inches of either limerock, crushed concrete or soil -cement base is recommended for general automobile parking areas. For areas subjected to light delivery truck traffic, the. pavement section should consist of 2" of Type S-I or S-III asphaltic concrete over 8 inches of compacted base material. A minimum separation of 18" for water sensitive bases (e.g. limerock) and 12" for less water sensitive bases (e.g. soil cement or crushed concrete) should be provided between the bottom of the pavement base and seasonal high groundwater levels, unless a detailed underdrain design is performed to lower the water table. Underdrains should be provided with a WT•SERVER\WORK\Projem\GEO\5005432000\WyndhamPl.doc November 29, 1999 Page 11 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 continuous positive outfall. Heavy truck traffic such as frequent loaded semi -trailers may require a stronger pavement design. Rigid Pavement Thickness Design Recommendations - Rigid (concrete) pavements are an alternative at this site, but are not desirable for inverted crown drainage unless special attention is paid to jointing patterns and piping prevention. Based upon typical values for fine sands, compacted site soils would have a subgrade modulus on the order of 300 pounds per square inch per inch (pci). Site preparation and subgrade compaction should be as recommended in the previous sections of this report. While a stabilized subgrade is not necessary, it may facilitate grading and placement of the concrete. A pavement thickness of 5 inches is recommended for general passenger car parking areas. Areas subjected to heavier commercial truck traffic should have a minimum pavement thickness of 8 inches. Concrete should have a minimum 28 day compressive strength of 4000 psi. The concrete should be cured through use of a curing compound or by covering with plastic. Light traffic should be restricted from the pavement for 7 days and heavy traffic for 30 days. Proper jointing of the pavement is critical in controlling cracking. Crack control joints should be formed into the pavement during placement. Alternatively, joints may be saw cut into the concrete as soon as the new concrete can support the cutting equipment. Joints should be made to about 1/4 the thickness of the pavement. Joint spacing should not exceed 12 feet. Construction joints should be keyed to provide load transfer between adjacent slab sections. Expansion, or isolation, joints should be constructed where the pavement abuts non -yielding structures (buildings, storm inlets, and curbs). All joints should be patterned to give maximum distance between the joint and flow lines, especially in inverted crown drainage schemes. Joints should be sealed with elastomeric caulking or formed with a "cold -key" type product that inhibits seepage/piping action that could lead to loss of subgrade. Utility /Storm Sewer Construction Results of our exploration indicate that dewatering would probably be required for utility construction. This should be accomplished, where necessary, to about 2 feet below the bottom of the excavation. Dewatering at this site can probably be accomplished with well points and/or a WT•SERVER\WORK\Projem\GEO\5005432000\WyndhamPl.doc November 29, 1999 Page 12 Report of Subsurface Exploration and Geotechnical Engineering Evaluation Proposed Wyndham Place Apartments HSA Project No. 50-05-4320-00 sumped ditch system. Backfill of utility/excavations under structures and pavements should be performed in accordance with the "fill placement" recommendations previously described. On Site Soil Suitability In general, the majority of the on -site sandy materials with a minimal silt and clay fines content and non-organic/non-organic laden portions of surface sands excavated during site grading operations will be suitable for use as structural fill in the building and pavement areas. The more sandy materials are generally present at shallower depths. Silty and slightly clayey sands are present below 6 to 8 feet and are acceptable for use as fill, but will be sensitive to moisture content during placement and compaction. Some layers of more clayey soils are also present. These soils may be blended with less clayey soils, but their workability will be very sensitive to moisture content. CLOSURE HSA Engineers & Scientists appreciates the opportunity to be of service to you on this project. We look forward to working with you during construction as your materials testing laboratory. If you have any questions, please do not hesitate to contact us. Sincerely, HSA Engineers & Scientists arquar P.E. nior Engineer WT-SERVER\WORK\Projxts\GEO\5005432000\W yndhamPl.doc IF Figures FIGURES SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA i?..' Dow Uf LAIC VlLL4cf_Vec' "r 4 f. 1 n Wcn p O p t%1Ndry` - 1•,„ Laker' kllnnl s` V%77NTi STATES PARK d oTreeR , rake rF `SITE 0 1 /4 1 /2 BE14 4 ` r~ SCALE IN MILES L Jna PI IPa000ck tl QBF14Is4R.1a SEMINOLE I "torus 51 - i c Dowrurp 5rId r COMMUNITY HIS ORfCAi I SI go k co e a Al ai $1 °i 13 01 W COttMUrkDr nyn s — 1 Ve awood Cl i1i 2 d Creek Cl Dot fE STA Sl John - Cross Bow Ln 427Cd - Shades Crest Ln nLL 5_RockyRdge_PI _fi {n y 0 f - LakeIdu — TrBinRhamzOAl, parrarrppd ,. p ei knwood _ ¢ N U o 9V c 22 I- BE13 X z- 419 ' IK` ` C-° trczt.Wp wy 5 Lakev . a O 6 WOadha— a 7 & MIwWU a 6 Illp a M 9 S7uuy L. 10 Cypress Ln Q 11 - EYrnrpW a 2 NIk a 13 - MUd(iWW; I', e 23 BF13 MYRTLE 24 BG13 St w r3 I 2 ? 5 BF BG12 Lake Jessup J °"' • sty '. NDS PARK 35 •4,BF11 " t t ' BG11 e'' X 36 EWitGEfaMA2KfTPACEJ +- S P CffA POST g SHEET TITLE V HSA WYNDHAM PLACE APARTMENTS SITE U. S. 17-92 (DffiE HIGHWAY) IACATION 1W z ENGINEERS & SCIENTISTS SEMINOLE COUNTY, FIARMA 0 4019 E. Fowler Avenue Tampa, Florlda 33817 Tel: (813) 971-3682 FIGURE 1 I 0 60 120 180 240 SCALE: 1 " = 120* F, EXISTING RESTAURANT SPT-1 SPTk M y 4I 4 HA- T=7 i-11 NS mmal'ap =Fm =a" s— HA-10 F-- PT-13 p 20 o n" r- c SPT- 18L4-'AP NOTES: 1. BASE MAP GENERATED FROM PRELIMINARY LAYOUT PREPARED do PROVIDED BY CONNER STURCH DESIGN GROUP. 2. BUILDING OUTLINES do LOCATIONS ARE APPROXIMATE. 3. BORING LOCATIONS ARE APPROXIMATE LEGEND SPT-1 STANDARD PENETRATION TEST BORING LOCATIONS HA-1 HAND AUGER BORING LOCATIONS NmIS m Imo— „ V) rn z U)V) w o o o l 4 w o w oz0 W W Y o rn oorniIrnooNON \ oMNdtnI ul oo m Q Q p U a m Z p p W zz W C9 3 U p in U SHEET TITLE BORRG IACATION PLAN FIGURE 2 Appendix A-- mwmvmmw EM APPENDIX A PROJECT: Proposed Wyndham Place Apartments T LOG OF BORING SPT-1 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.0 ft. on 11119199 ANALYSIS cc Si > a v_ ., Nf0- d Z Z) p oa U GEOLOGIC DESCRIPTIONd o ca CL0 r: 0- 41 cxe— mO cc cc 20 N• i a. 0 41MSP Brownish gray fine sand with roots SP Brown mottled gray fine sand1 3 2 SP Brown fine sand with trace roots 3- HIM8 5 Eij3e 5 6- 7 n,, QiA;5` era•: r SP- SM Dark brown slightly silty fine sand 32 8 SP- Light brownish gray to light brown 8 2 22,; SC slightly clayey fine sand 9 rr i Y•XAM 10 1 1 r.ixv. ur}u• rax fr;:v 12 rir 13 rriv. xr.}: r. i.;i• 1 4 r.YU rrJ. C' 15r.%sx r. i;r• 16- err.'%• 17 arcv. y}" r.•rax 18 19 r. rAUr.Y}:}• r.r}x 2U End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF I PROJECT: T Proposed Wyndham Place Apartments L O G OF BORING SPT-2 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 15.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 2.6 ft. on 11/19199 ANALYSIS C r a e' N i— O Z a re ZM O F- U i(D 0-0 0 v GEOLOGIC DESCRIPTION m m cm 0C> y x N c m N Cr m E N O `' ao O cc 3 cc cn O 00 U a 00 J zi T0. zi S U C7 0 o 64 n• 0 SP- Dark gray slightly silty fine sand with 1 organics SM Very dark brown silty fine sand with4 2 organics SM Dark brown silty fine sand with trace 3 a>>tc SP- roots Brown slightly silty fine sand with8eiaa. SM 4 Ell I trace rootsaas 5 eat:"et 7 r6fc SP- Dark brown to black slightly silty fine 7 M sand SM- Grayish brown silty to slightly clayey2 g SC fine sand 9 28 15 2 10 1 12 13 14 9 15 End of boring at 15.0 feet. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: T Proposed Wyndham Place Apartments L O G OF BORING SPT-3 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.7 ft. on 11/19199 ANALYSIS C N 3H p Zw U tocornm m U ) 2 2 - x y a CD O Z O H n- O v GEOLOGIC DESCRIPTION H c cow a 0 try J m O„"' m0 OC3 OCJ O 0 o U j CL m— U C7 C7 o N G. 0 SP Dark gray fine sand with roots SP Light brown mottled fine sand1 4 2 SP Light brown fine sand 3 3 4 5 20 4 5 6 SP Brown fine sand 7 6 8 s SP Dark brown fine sand with trace roots 9 cs SP- Light brownish gray slightly clayey 10 9 SC fine sand with trace roots a y';.; 12 f.43 13-r,.4s r. 14 fsz 15 9ii2616 r a 16 17 s 18 r. 19 U499r. rsJi} 311Ji3jj(( 20 21 7 ttt J.C3 22 SP- Light grayish brown mottled dark brown 23 sir r-r u SC slightly clayey fine sand 24 r...•,,a 1 2 rri. rr..cu• 25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE t OF 1 PROJECT: T Proposed Wyndham Place Apartments LOG OF BORING MM SPT-4 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.0 ft. on 1 1/19199 ANALYSIS to F- p Zw U C7 rnmcc > H r; N w M 0 d w C j p Q Q O GEOLOGIC DESCRIPTION 0 o L0 H 0 mO m cc J 11 U C7 C7UoNd 0 r=` ` SP Dark gray fine sand with roots 1 6 mTe " 2 SP- Dark brown to brown slightly silty fine 3 M sand SP Brown to light brown fine sand3 4 s 5 5 6 SP- Dark brown slightly silty fine sand SM 3 8 fJ SP- Dark grayish brown slightly clayey fine 9- SC sand with weakly cemented fragments 3 r 10 12 c r, r:J SP- Light brownish gray slightly clayey Yj.: SC fine sand13 rriv. 14 r. r.Ru• iisu' ri:s• r. r:tr 15 rr.•i.• r'riv. 16 r.isx rx;:r 17 r'rix 18- rr:e 19r"rxiFrr 20 Y. End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE I OF I PROJECT: T Proposed Wyndham Place Apartments NEW - LOG OF BORING SPT-5 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 3.75 ft on 11124199 ANALYSIS ZW c7 tom.. c> m y d x n. N O Z O n. v GEOLOGIC DESCRIPTION 0 ao Cr j J m m0 cc:>> cc OoJL C U C7 > C7VoNd 0 SP Gray fine sand with roots 1 E jj ii SM Very dark brown silty fine sand with5 2 trace roots iiai'c( t ,Y,:[I. SP- Light brown slightly silty fine sand3C"n;q SM 7 iii`ir 4 5 5 t1.O.A . ie 6 SP- Light brownish gray slightly silty fine 7 11)31 pf3i' SM sand 5 luYc, C(1l7;Ci i:l l:Cllr SP- Light gray slightly clayey fine sand13 10 - i e;'' r.•t. rr V SC rri;r• sl:iz • 12 rrr•. rrl:,r.R:l'• Y. lii,'•J' 13 r ruY. 14 7 r. r.,u• r.Y.A rf?•l. 15 rrai 16 rxr-x" 17 rr:e Srr.'•i. •. i:riu• 1 8 i Y.%:f• Y•Y:/J. err.'• rrii8 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE t OF 1 PROJECT: T Proposed Wyndham Place Apartments 1- L O G OF BORING SPT-6 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.25 ft @ Completion ANALYSIS r N pccZW U 7 Na> N y y y y d O j o Q a p N GEOLOGIC DESCRIPTION C c0 t r c0 •— y a— m O cc cc D dN an C U t9 C700a— 0 SP Gray to light gray fine sand with trace 1 roots 2 3 iii'ci SP- Dark reddish brown slightly silty fine vn+:cc M sand 3 r SP- Light brown to brown slightly silty fine 5 c r!rrcAs SM sand 4 s SP Light brown fine sand 5 6 6 7 SC Light brownish gray clayey fine sandg 8 SP- Light brownish gray slightly silty fine SM sand9Prfx, SP- Light brownish gray slightly clayey16r.i. 10 YY<:< SC fine sandvau, 11 may.'%• r;'. 12 rix SP- Light gray brown slightly silty fine 13rr`:'T r, r:<% SC sand 14 7 15 rx<u" 16 rr'• r• r:<% 17 nrly• nn<u r. %:< % ff. !. 16r. r. i%• 19 r. rlray. r. r.<u• 20 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE ! OF ? PROJECT: T Proposed Wyndham Place Apartments LOG OF BORING SPT-7 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 3.3 ft. @ Completion ANALYSIS to 0 a Lau-, U0m aCi on x a m 2 a 0 U GEOLOGIC DESCRIPTION 0 a vJ on ay n mO tr cc DoodUC7i7V0-0 N a 0 SP Dark gray fine sand with trace organics SM Dark brown to black silty fine sand3 2 with rootsSP Light brown fine sand 3 7 4 5 8 6 x-1.1 SP- Light brownish gray slightly clayey 7 SC fine sand rY:fJr: fia 12 Frri.. 8r'rly. r. rfu' " SP- Gray brown slightly silty fine sand12 10 ciiiici SM uacr 11 f7! tcuu:cc fllJ;ct' 1 2 SP- Light gray brown slightly clayey fine SC sand13Y•X A r.•rax 1 4 15 4 rriv. rfu r.•rax i;r• r. rr:fx err'. 1•)?V SP- Light gray brown slightly silty fine u,r;rc SM sand183izi•ei fI tiYl" i?)?:cr 19 1, t;•rl 20 18 Gcl,iti kiiii:eir1"nxl. IM4.( 21 11,:[i 11'j,:Gi• ltli:t 22 SP- Light gray brown slightly clayey finerrr.•i. SC sand23irfu' Y•7VT Y:ri;r• 24 10 nrry f:f25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF ) PRPJECT: T Proposed Wyndham Place Apartments W- mmmsvo LOG OF BORING SPT-8 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 3.7 ft. on 11124199 ANALYSIS t to a Z 0 fNO101 3 d y . a °' O Z O - a 0 v Cn GEOLOGIC DESCRIPTION c m 0` m0 xC : cc J J a J C U C7 > C7VoN 0 SP- Gray slightly silty fine sand with 1 SM roots SM Dark brown silty fine sand with rootsE5 2 1% SP Brown fine sand 3 g 4 euoretY,zt. SP- Dark brown to brown slightly fine sand Efi'f:4r SM5 4 al,:t 6 SP- Very dark brown slightly silty fine 7 t1p%1. 1,•fl SM sand SM Dark grayish brown silty fine sand4 8 m;::.i SP- Dark brown slightly silty fine sand 9 t1'fl'll. l,i','i SM SM- Gray brown silty to slightly clayey9 10 SC fine sand 11 12- rl.9 SP- Light grayish brown slightly clayeyrraSCfinesand13r.%• rriv. 14 r. r.Au• r,r.• 15 r, ru:Av r. r.Au• 1 7 r'riv. 18 UU;A rr, ru% 19r'riuF?r.%•. Y. Y.Au' 20 J 1' r. Lsf 21 Y.rl' r. r.Au• 22 SP- Light grayish brown slightly clayey to rr v SC clayey fine sand23Y•Y•A:A' x. rA;t 24 r..:A:A 7 rr.'•i.• rir. Y. r•Au' 25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PRQJECT: Proposed Wyndham Place Apartments T LOG OF BORING SPT-9 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.8 ft. on 11124199 ANALYSIS OXZLU U IIOiG > rn (D y ,LD mac- ., x o a p Z I- a V GEOLOGIC DESCRIPTION a c LyoN v.E m yv a"t mO cc Cr 0 0 0- 0 J J a J m S U C7 C7ioNn. 0 1-Lr :a SP- Gray slightly silty fine sand with 1 c SM roots H77SLC7L 2 AS 2 SP- Dark brown slightly silty fine sand 3 M with roots SP- Brown slightly silty fine sand with7iii:..r 4 fS1 SM trace rootsN;,:c 5 n•n:ct. 6 6 iiniiA:*:i• SP- Dark brown slightly silty fine sand cu,t•cr SM 7- 4 nr-,% SP- Light brownish gray slightly clayey finer. rtv. SC sand SP- Brown with dark brown slightly silty9- rtu YcrM1,1:1• SM fine sand I„rt• Cf1 f,;Lr 1 2 l:i:. r:r•.r SP- Light brownish gray slightly clayey 13 SC fine sand r•. 14 r. rtu• Yisi;r' Y•Y:J 15r:rr.'•. 16 rr .;e• 17 aria• r. r. SU' 1 8 L:2' r1y:) 19 r. Y.tu• 20 3 i%a• t rrc'.r• 21 r'riv. • 22 ri.. SP- Gray brown slightly clayey fine sand ar•"' SC23Yfu• 4 . rY. Y. 4/.:L • 24 4 25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: T Proposed Wyndham Place Apartments L O G OF BORING SPT-10 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.7 ft. on 11124199 ANALYSIS h i- a ZW U_ 0 0rncmc> 0 0 y °' 5 x a as O Z O - a O v GEOLOGIC DESCRIPTION tTE cyo y o a— m0 Ir OC O 00 a o J :n a J 2 U 0 c70oN0- 0 r., SP Gray to light gray fine sand with trace Z.: roots is4 2 SM Dark brown silty fine sand with weakly 3; cemented fragments 1t° SP_ Brown slightly silty fine sand withSM 4 7 tS3 trace roots C1233sc 55 6 6 SM Dark brown silty fine sand SP- Brown slightly silty fine sand with 7 SM roots SP- Ver slightly ydarkbrownslihtlsilt fine2Ntv8iiicSMsand 9- ci i;i4 1rri;rct 10 5 uio:rc SC Light gray clayey fine sand 11 12 SP- Light gray slightly clayey fine sandrrr. i• SC13 14 r. i;r• 15 10 Y. rl./.' 16 r.>:aarr.••i. rri• 17 rrr:r• SP- Light brown sli htl cla a fine sand9slightlyclayeyr:rr•. rrlV. SC18ir.c:r r.iax r. i;r• 19 i;rr.'•i.•. 20 8 r. r..r:s End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 5e-e5-4320—e0 HSA Environmental PAGE t OF i PROJECT: T Proposed Wyndham Place Apartments LOG OF BORING SPT-1 1 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.5 ft. on 11/19199 ANALYSIS r 4) h f" 0 oZW Q U p to y GEOLOGIC DESCRIPTIONd C> y T q C Cnt0 QE N N o— m0 cc3 Qt7CJ00d0nJCUt7C7VNn. 0 tir SP- Dark gray slightly silty fine sand with 1 ob.c SM organics cu ze 5 c,• 2 Vri SP- Brown slightly silty fine sand with 3 coy j4` SM trace roots 16 5 5i.yc a• 4 z SP Light brown fine sand 5- 8 6 SP- Dark brown slightly silty fine sand 7 lii+;' r SM SP- Very dark brown slightly silty fine rr8 4 SM sand SP- Dark brown slightly silty fine sand 9 i»• SM y...:.. 6t u,x e 11l3; cr CII17: fL Xil12 SM- Dark grayish brown silty to slightly 13 SC clayey fine sand 14 10 15 16 17 SP- Brownish gray slightly clayey fine sand 1 8 r-Ycu' SC JX ri; e• 8 xl i• r. r!. v. 20 r. r..:, End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 M JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE t OF t PROJECT: T Proposed Wyndham Place Apartments LOG OF BORING SPT-12 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.6 ft. on 11124199 ANALYSIS L. to i— 0,CZ U tom « S j aoi N m 44) m m O O~ Q a O N GEOLOGIC DESCRIPTION H e co N a E m y v O. o0 0 cc cc ' O 0 o a o n - U c7 3 7V0Nd 0 SP Gray fine sand mixed with brown 1 slightly silty fine sand 3 2 SP Light gray fine sand 3 10 4 SP Light grayish brown fine sand 5 15 6- 7 SP- Dark brown slight) silt fine sand g 6 M Light gray brown slightly clayey to SP clayey fine sand 9 SC Grayish brown fine sand 1 1 SP Grayish brown clayey fine sand10SC 11 12 r,::.: r.. c SP Light grayish brown slightly clayey 13 r'. SC fine sand rrix 14 x 15 7i;A t' s•r•. rr!v. 16— r.•raa• 17 err" H rl.:! '• 18— 19 ri'riv ' r. M. 20'r'i.:{. 7 r.ia:r 21 rry, r' riv. r.% sa• SP- Light grayish brown slightly clayey to SC clayey fine sand 23YXA:A r.% aw 24 nr.. eu• 25End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: T Proposed Wyndham Place Apartments I LOG OF BORING SPT-13 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.4 ft. on 11124199 ANALYSIS a m rn 1- 0 Z oZw 1- U a to U GEOLOGIC DESCRIPTION m.. d c> N 9 = 5 x 0 vJ J Nv a m0 3 oac Do U aa0 dL co U C7 C7oNn' 0 SP Gray fine sand with trace roots 1 Cci: it SP- Dark brown slightly silty fine sand 3 na x SM with roots 2 r='?` SP Light brown fine sand with trace roots 3 g r.: ccE4 SP Light gray brown fine sand 5 o ?Lc SP- Dark brown slightly silt fine sand9YY3 6 Light gray brown mottled dark brownSP 7 fine sand to slightly clayey fine sand 3 8- SP- Dark brown slightly silty fine sand g M Light gray brown silty to slightly SM10 clayey fine sand 10 11 12 13 14 7 15 16 17 45 SP- Light brownish gray slightly clayey fine 18 r.rtu SC sand 19 6 rrr.•• r. y. : 20 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: T Proposed Wyndham Place Apartments LOG OF BORING SPT-14 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.1 ft. on 11124199 ANALYSIS Y Y J ccZW 0 rnNr.. T r- q S a h v ._ 5 x a m ZOO O i-- o. O U U GEOLOGIC DESCRIPTION c m Ev._ m ._ o H O m O O Q Cr Q OC O aJ E U C7 7VoN 0 SP Gray fine sand with roots 1 E 7i, i[- 1.111 r SP- Brown to dark brown slightly silty fine M SM sand 2 SP Light brown fine sand 3 6 4 SP Light grayish brown fine sand 5 5 6 SP- Dark brown slightly silty fine sand 7 SM with roots SP- Gray brown slightly silty fine sand tHti-1:0 SP Brown to light brown fine sand 12 10 12 Y•Y•<t• s } SP- Light brownish gray slightly clayey 13 ty, Y. Y:f/• Sc fine sand 14 Y. r/.:/.. nr. <u 13 15 1 6 Yri/ 17 r,< i!r1f%' 18 r.Y<u• 10 r KY 20 Y.Y•<:<14 21 rY.%. Y•YJ.:L' 22 Y<<' r.«• 23 24 rri• r.iau r: i.:r• 10 r• rx{. 25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: Pioposed Wyndham Place Apartments oor-- LOG OF BORING MM SPT-15 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes' DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: Not Measured ANALYSIS P zW rnDc> H ) yin 5 C w o O Q a 0 N GEOLOGIC DESCRIPTION O O d0 JJ Jp, to a o oJp0 V cc 7 tY 7VoNa 0 pp ?t SP- Dark gray slightly silty fine sand 1 mixed with brown silty fine sand with SP3= roots 2 Brownish gray fine sand with trace SP roots 3 Very light brown fine sand 8 4 SP Light brown fine sand 5 SP Brown fine sand 3 6 SM- Grayish brown silty to slightly clayey 7 SC fine sand 2 8 Xrxi, . SP- Light brownish gray slightly clayey 9,;.;.; rr"' SC fine sand rr.%• r. riv. 1 0 7 r.av' 11 ate• rr.'•i.•. 12 13 ri-, r.r.xu r.ri• 10 15 Frri.. r'rsirx<u• 17 rriv. 1 8 r.%:tu• 1 9 r/•. Y. rIY.' 9 20 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 5e-e5-432e-ee HSA Environmental PAGE t OF 1 PROJECT: Proposed Wyndham Place Apartments T LOG OF BORING SPT-16 SUPERVISED BY: S. Linteau DATE DRILLED: 11118199 ELEVATION: Not Measured motes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 5.4 ft. on 11119199 ANALYSIS L. . to o 1rZ U O rnoMmYmNmnxa °' O Z O L U GEOLOGIC DESCRIPTION y c wN Q o y o m0 cQ x D0oa.o JJ aJ 05 v c 3 c V 04 0- 0 SP- Gray slightly silty fine sand withF:: SM organics 32LqPBrownfinesand 3 SP Light brown to brown fine sand 10 4 4 4 - SP Very light brown fine sand 5 4E 6 6 SP- SM Very dark brown slightly silty fine sand276 SM- Dark brown silty to slightly clayey fine g 3 SC sand rr SP- Light brownish gray slightly clayey 9 r>: SC fine sand 10 3 HHff y%:Ja• YI:f• Y•Y:/l. 11 err"•. 1 2 Y ;4 SP- Light brownish gray slightly clayey 13 ev • irr.%• SC fine sand rixy• 14 H r•.f U' r.•r:rx 10 15 r'riy 16 HH.u• Y.%:fX 17 rrr" arty' 18 r. r.<u' ry:iJ' r. i,r• 19 rw%• Y. ' 14 r.•raa• i+Y'.'.. 20 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: Proposed Wyndham Place Apartments T L O G OF BORING SPT-17 SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 25.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.7 ft. on 11124199 ANALYSIS cn 3H oZcc W0 N m.+ j r myN 5 x oa m p Z F— a U GEOLOGIC DESCRIPTION y c m a' m E 0 o" m 0 coca cccc 0 0 a 0 J J 2 CL m C7 t7 UaNa0 SP- Dark gray slightly silty fine sand with 3lifSMroots4 nrzc 3 a 2 SP- Brown to dark brown slightly silty fine M sand with roots SP Light brown fine sand 313 4 SP Light grayish brown fine sand Z5 SP- Dark brown slightly silty fine sand 6 6 irut SM Sp_ Brown mixed with light brown slightly a; ' r JA. i 7 SM silt fine sand SC Light brownish gray clayey fine sand g8 SP Brown fine sand 9 SC Light gray clayey fine sand 1310 11 12 xr.u SP- Light gray brown slightly clayey fine 13 re: r . Y. Y:IJ. ' SC sand rri 147/' xY AUrau• 15 16 17 rrs' rrii• 18 xr. cu friiJ• 19 8 r.rXVrnci• 20 r.•r.:rx r. i;r• 21 r.. t' rrlv. 22 r. e;r• 23 r. rv:e • 24 r. YAu• fr". 9r. 25 End of boring at 25.0 feet. 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 PROJECT: Proposed Wyndham Place Apartments T LOG OF BORING SPT-1B SUPERVISED BY: S. Linteau DATE DRILLED: 11123199 ELEVATION: Not Measured Notes: DRILLER: ATlsland Drilling BORING DEPTH: 20.00 Feet DRILLING METHOD: Mud Rotary WATER LEVEL: 4.4 ft. on 11124199 ANALYSIS N p ZW U_ H!0 toC> d H °_' x a a) O Z O - n O U GEOLOGIC DESCRIPTION y C H N ao E23 w Em N o o m 0 it m 00 Jp m c U C7 7UOoNC. 0 r it SP- Gray slightly silty fine sand with 1 v lc SM roots 4 2 ITri,. SP- Reddish brown to light brown slightly a "°'` Eura SM silty fine sand3- 8 4 SP Light brown fine sands 5 5 SP- Light gray brown slightly clayey to 7 rir%v' Sc clayey fine sand 8 6 r• r.<u' YI.:!• 9 10 rIU 11 Y.Y. A. 12 Y" SP- Light gray brown slightly clayey fine 13 Y<% i:rr'•i.•. SC sand rriv. 14 5 15 16 17 rrv: r. r.<u• 1 $ a{.j' rim• r• r:<i 19 20 End of boring at 20.0 feet. 21 22 23 24 25 26 27 28 29 30 JOB NUMBER: 50-05-4320-00 HSA Environmental PAGE 1 OF 1 AUGER BORING LOG HA- 1 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 2.6 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION PASSING200SIEVE MOISTUREJwDEPTHGRAPHIC CO 0 0 _ s Z: SP Dark gray fine sand with roots and other organics U 1.25 SP-SM Very dark gray slightly silty fine sand with roots 12 15 Or anic Content = 2.1 % SP-SM Very dark gray slightly silty fine sand Fi l•I• 2.5 •r. It SP-SM Very dark reddish brown slightly silty fine sand I•ii:I I F4aaa- i 3.75 SP-SM Brown slightly silty fine sand Ct)a:l• f•(7:1:1: 5 End of boring at 5.0 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-2 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 3.9 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION ASSING200SIEVE MOISTURExw DEPTH GRAPHIC m 0 - - SP Dark gray fine sand with roots 1.25 SM Very dark brown silty fine sand with roots 1• i'I'I' r. XI SP-SM Dark reddish brown slightly silty fine sand I - I' I- r. SP-SM Reddish brown slightly silty fine sand2.5 SP Brown to light brown fine sand SP-SM Light brown slightly silty fine sand 3.75 Iriii I'CJ:I:I' i F1.1 1 I:j:l'I 5 End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-3 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 3.4 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION PASSING200SIEVE MOISTUREYw DEPTH GRAPHIC CO p SM Dark gray silty fine sand with roots 1.25 SP Light grayish brown fine sand r, t j ..-I .I. SP-SM Very dark brown slightly silty fine sandi ;;:I: I: f Fa • 2.5 SP-SM Light brown slightly silty fine sand I•t):Irl i caa:l l'CI:I:I' 3.75 1 Fi l•I L' r i :L.1. I:ia r 5 End of boring at 5.0 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-4 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S . Linteau DEPTH TO - Water: 4.3 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION PASSING200SIEVE MOISTUREo x w DEPTH GRAPHIC j m 0 0 SP-SM Dark gray slightly silty fine sand with roots C[7SL to I 1.25 SP Gray fine sand with trace roots SM Very dark brown silty fine sand with trace roots 2.5 SM Black silty fine sand Organic Content = 4.9 % 15 23 SP Light grayish brown mottled dark brown fine sand j;l; i SP-SM Dark brown slightly silty fine sand Fi]:I•i• 3.75 SP-SM Brown slightly silty fine sand SP-SM Light brown slightly silty fine sand with roots t.:•: I^ L-i I'4 T I- 5 r_c7 3 End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-5 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 3.9 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION 200 SIEVE200SIEVE MOISTUREovaYEi-,—. DEPTH GRAPHIC m 0 -TR-W-4-- SP-SM Dark gray slightly silty fine sand with rootsij:+ GI3ZZ F3 1 1=ta:i 1.25 SP Light gray to gray fine sand I:j;l: i SP-SM Dark brownish gray slightly silty fine sand F 1 a:I:I• 2.5 SP-SM Dark reddish brown slightly silty fine sandi•1 SP Reddish brown to dark reddish brown fine sand SP Brown fine sand 3.75 SP Brown to light brown fine sand 5 End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-6 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S . Linteau DEPTH TO - Water: 4.5 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION PASSING200SIEVE MOISTUREYw DEPTH GRAPHIC m SP Gray fine sand with roots SP Light gray fine sand 1.25 SP-SM Dark brown to dark reddish brown slightly silty N1:51 = fine sand with trace roots L'y :rt' J• 2.5 r•i:_ 03 C f:] a aCj 4: SP Light reddish brown fine sand 3.75 f4 II SP-SM Dark brown slightly silty fine sand 5 •li l•I• End of boring at 5.2 feet. 6.25 Notes: HSA Environmental Ir AUGER BORING LOG HA-7 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 4.3 ft. When checked: At Completion Caving: ELEVATION/ DEPTH SOIL SYMBOLS AND SAMPLER USCS DESCRIPTION PASSING 200 SIEVE o MOISTURE GRAPHIC Y j m zw m0 0 _ - SP Dark gray fine sand with trace organics 1.25 -- SP-SM Dark gray slightly silty fine sand Q;l; I 2.5 F i a :I.I. SP-SM Dark brown to dark reddish brown slightly silty fine sand 7.5 11 SP-SM Dark reddish brown slightly silty fine sand SP Reddish brown fine sand SP Pale brown fine sand 3.75 5 SP-SM Light brownish gray slightly silty fine sand End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-8 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: Dry When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION! USCS DESCRIPTION DASSING200SIEVE MOISTUREo ZW DEPTH GRAPHIC Ji 1/6 m 0 0 SP Gray fine sand with roots SP Dark reddish brown fine sand with roots 1.25 SP Dark brown to dark reddish brown fine sand with roots SP Grayish brown fine sand with trace roots SP Gray brown fine sand with trace roots 2.5 SP-SM Very light brown slightly silty fine sand with Cr7 trace roots N~ F 3.75 I.°ry'g'g Cs C. 6 t4 a: 4- 1- 5 End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-9 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S . Linteau DEPTH TO - Water: Dry When checked: 11/23/99 Caving: SOIL SYMBOLS ELEVATION/ AND SAMPLERS PASSING MOISTUREZxwUSCSDESCRIPTION200SIEVE DEPTH GRAPHIC j m SP Dark gray fine sand with roots and organics 1.25 SP-SM Dark brown slightly silty fine sand SP-SM Brown to reddish brown slightly silty fine sand F 1 a:I I• 2.5 ' Ga'I'! SP-SM Light brown slightly silty fine sandI•• t 1 I i rr7a:r fal r 6 8 SP Light grayish brown fine sand 3.75 i• ' :I •I• SP-SM Brownish gray slightly silty fine sandQXL 5 { ia:l:l• End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA- 10 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 4.5 ft. When checked: At Completion Caving: 4.3 ft. SOIL SYMBOLS ELEVATION/ AND SAMPLERS ASSING MOISTURE DEPTH GRAPHIC J w USCS DESCRIPTION 200 SIEVE o m o 0 SP-SM Dark brownish gray slightly silty fine sandC7:1•J I:la l:I: r.1;Ct I hj;l;l C7:i 1 1.25 SP-SM Dark brown slightly silty fine sand SP Brown fine sand to slightly silty fine sand 5 12 2.5 SP Light gray fine sand 3.75 SP-SM Light grayish brown slightly silty fine sand 1 I•ti:l,i 5 End of boring at 5.0 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA- 1 1 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: Dry When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION/ USCS DESCRIPTION A00 NGSIESIEVE MOISTUREovaVw DEPTH GRAPHIC J 200 m 0 SP Gray fine sand with trace roots 1.25 r SP Light gray fine sand with roots v SP-SM Dark brown slightly silty fine sandIFi:I•I SP-SM Dark reddish brown slightly silty fine sand2.5 •. XI to SP-SM Light brown to brown slightly silty fine sand with trace roots I.3 I• L 3.75 IM •Y• t C 1 S :I: i_ F1 t 5 .tj :: End of boring at 5.2 feet. 6.25 Notes: HSA Environmental AUGER BORING LOG HA-12 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 2.7 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS AND SAMPLERS ELEVATION! USCS DESCRIPTION PASSING200SIEVE MOISTURExw DEPTH GRAPHIC j Co 0 SP Dark grayish brown fine sand with roots 1.25 SM Very dark brown silty fine sand Organic Content = 5.8 % 17 32 2.5 f I I SP-SM Dark brown slightly silty fine sand 4 1 1 •I• SP-SM Grayish brown slightly silty fine sandttI:,:,: 3.75 I•li l•I• E 17.1 1• t t a:l• ii;l:l• 5 •G1:I:I End of boring at 5.0 feet. 6.25 Notes: HSA Environmental y.. AUGER BORING LOG HA-13 PROJECT PROJECT NO. Proposed Wyndham Place Apartments 50-05-4320-00 CLIENT DATE TWC Seventy -Six, Ltd. 11/22/99 LOCATION ELEV. See Plan Not Measured EXCAVATION METHOD LOGGER Hand Auger S. Linteau DEPTH TO - Water: 3.0 ft. When checked: 11/23/99 Caving: SOIL SYMBOLS ELEVATION/ AND SAMPLERS MOISTURENZwUSCSDESCRIPTION200SIE00SIEVE DEPTH GRAPHIC i 2 m m0 0 SM Dark gray silty fine sand with roots and other organics 1.25 SP Gray fine sand 2 5 j;l; SP-SM Very dark brown slightly silty to silty fine sand E i 7:I:I• 4 '7' SP-SM Dark brown slightly silty fine sand C7:1'1 V1:1-I• SP Brown to light brown fine sand3.75 5 End of boring at 5.0 feet. 6.25 Notes: HSA Environmental Seminole County Property Appraiser Database Information Page 1 of 2 SEMINOLE COUNTY P RMSAL OAT. Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Parcel Id 14-20-3 0-3 00-0080-0000 Tax S4-SANFORD 17-92 District REDVDST Owner NORTMAN MICHAEL E TRUSTEE Own/Addr 1117130 Address 540 W FRONTAGE RD STE113245 ICity,State,ZipCodeINORTHFIELD IL 60093 Property Address HWY 17-92 Dor 1010- VAC MULTI- FAMILY Exemptions VALUE SUMMARY Value Method Market Number of Buildings 0 Depreciated Bldg Value $0 Depreciated EXFT Value $0 Land Value (Market) $654,054 Land Value Ag $0 Just/ Market Value $654,054 Assessed Value (SOH) $654,054 Exempt Value 0 http-. Hntweb. scpafl. org- 8080/owa/owa/show_parcels?parcel=14203 03 0000800000 01 / 17/2001 Seminole County Property Appraiser Database Information Page 2 of 2 Taxable Value $654,054 il SALES INFORMATION Deed 11 Date 11 Book 11 Page 11 Amount 11 Vac/Imp l WARRANTY DEED 101/1996 03019 111701 $900,000 Vacant Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LEG SEC 14 TWP 20S RGE 30E ALL NW 1/4 OF NE 1/4 E OF ST RD (LESS N 940.52 FT) LAND INFORMATION Land Assess Method Frontage Depth Land Units Unit Price11 Land Value SQUARE FEET 436,036IL 1.50 $654,054 New Search ] [ Find Comparable Sales within this Subdivision ] Back: Parcel Search ] http://ntweb. scpafl. org:8080/owa/owa/show_parcels?parcel=14203030000800000 01 / 17/2001 TO: BUILDING & PERMIT DEPARTMENT BUREAU 655 North Franklin Street City of Sanford Suite 2200 Tampa, Florida 33602-4409 813,281.8888 FROM: Christopher G. Bowers/Wilson Construction Company 813.281 .5657 Fax Social Security Number: 260-84-2766 DATE: November 7, 2000 RE: Authorization to Obtain Permits I hereby authorize the addition of the following to obtain permits under my General Contractor's License Number GC-0049813. Name: Shannon Berry Social Security Number: 226-37-0276 I further authorize the above to sign all documentation pertaining to permits and inspections. hit - Christopher G. alwerd Date STATE OF FLORIDA COUNTY OF HILLSBOROUGH Sworn to and subscribed before me this 6th day of November, 2000. Notary Public My Commission Expires::e'.'ev M'd8 800902412 EXplres Pub. 9.2ow ern 60a1.. N/31/00 09:58 FAX 8132812588 WILSON COMPANY 0 002 AUTHORIZATION AND CONSENT To Whom It May Concern: As owner of the property described in attached `Exhibit A', I hereby authorize Terry L. Foote, of The Wilson Company, and his assigns, to pursue any governmental approvals or permits contemplated. This authorization shall include, but not be limited to, application for site plan approval and construction plan approval with the City of Sanford, and permits from the St. Johns River Water Management District or any other governmental agency. Witness: i COUNTY OF Cno STATE OF Ai\;No;S BEFORE ME, the undersigned authority, personally appeared Michael E. Nortman, Trustee, to me personally known to be the person described, and who executed the foregoing and he affirmed that he executed the same for the purposes therein expressed. WITNESS my hand and official seal this 3l day 2000. G n` SiState of :Sl/;,.x,;s OFFICIAL SEAL Commission Expires: a SEAL JENNIFER D MCCRACKEN NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES:12/17/02 q^/@!VM r1_0/,31/00 09:58 FAX 8132812588 WILSON COMPANY 16003 EXHIBIT A Overall Description as Prepared by Surveyor Begin at the Southeast corner of the Northwest I/4 of the Northeast 1/4 of Section 14. Township 20 South, Range 30 East, Seminole County, Florida; thence N 00*35'03" E, along the East boundary line of the Northwest 1/4 of the Northeast 1/4 of said Section 14 and the West line of BloCK B, SUNLAND ESTATES, as recorded In Plot BOOK 11, Pages 16 through 22, of the Public Records of Seminole County, Florida, a distance of 584.55 feet to the Northeast corner of Lot I, BIOCK A of -sold SUNLAND ESTATES; thence N 89«16'30" W along the North line of Lot I, Block A, of sold SUNLAND ESTATES, o distance of 967.20 feet to the East right of way line of U.S. Highway 1-7-92; thence S 25«31.24" W a distance of 39.66 feet; thence departing said right of way Ilne, run S89*16'30"E. along the centerllne of vacated Woodson Avenue a distance of 186.15 feet; thence SOO*44'30"W, a distance of 164.12 feet to the South line of Lot 2. Block A, of sold SUNLAND ESTATESI thence N 89*16'30" W. a distance of 261.93 feet to the East right of way line of U.S. Highway 17-92; thence S 25«31'24" W along sold Cost right of way line a dlstonce of 426.85 feet to the North line of Block B, of sold SUNLAND ESTATES; thence S 139*25'00" E, along sold North line of Block B. a distance of 1240.14 feet to the Point of Beginning. Containing 14.001 Acres, or 609,864 square feet, more or less. urban s t u d i o a r c h i t e c t s 19 December 2000 Mr. Robert Bott Deputy Building Official City of Sanford Community Development Department Building Division P.O. Box 1788 Sanford, FL 32772 Dear Mr. Bott: This letter is in response to the Plans Review Comment Sheet for Wyndham Place Apartments, 3865 Orlando Drive. Item #1: The attic draft stopping is to extend into all soffit areas to stop all communication from one area to any adjacent areas. Attic draft stopping is to be above and in line with apartment unit common walls and one side of breezeway. Item #2: The chases on either side of the stairs are to be constructed of type indicated on Sheet A-10.1 wall type W-1 A. Chases are to be constructed such that the chase cavity does not communicate with any floor ceiling or attic space. Chases are to have a 1 hour rated ceiling assembly at roof level of type indicated on Sheet A-10.1 RC-1 A. All penetrations from Fire Sprinkler riser are to be fire stopped as indicated on Sheet A-10.2. Item #3: Smoke detectors to be installed per NFPA 72. Item #4: Attic venting is to be achieved with a 1/600 ratio of ceiling area to net free area of vent in the upper portion of roof and a 1/600 ratio of ceiling area to net free area of soffit vent, for a total of 1/300 ratio of ceiling area to net free area of soffit vent plus off ridge vent, and a vapor retarder on the warm side of ceiling. Item #5: Attached is a sketch of the gable end bracing produced by Catalano Engineering. If you require any additional information please contact me. Thank you, Brian D. Hammond AIA 6SS N. Franklin Street • Suite ISO • Tampa, FL 33602 • Tel 813.228.7301 • Fax 813.229.1981 • License No. AA C001902 • w:vw.urbans[Udio com y Nm W 7 L1 CV r LIDm 0CV CV 04 0 0 SEE NOTES FOR ROOF 01APIR" NAILrN5 5PEGtFlrATtON5 O NO 5i EATHNS JOWr HEREZFA5TENTO6A$ rEeo5T/ 1 MAILS 0 6' O.G. (2) R06 tbd NAILS 0 12' O.G. o m Y ZLutu m 2<4133OCrjNr SE) 0 4$' O.G. TOP 4 5TM. FIRST FC(t (4) FRAKp, 6 e41T5 MIN. FASTEN TO TOP AN0 BTM GfCRpr w/ 3 16d W11I5rr 1/2' S.R_ GEILIN6 6YF5w 5d COOLER NtAILSOR07' OL. 72' 5IW5GN 6516 H/ fad NAILS 0 4' OL. ALONS 6LOUGIN6 514x-A W H6A10 H/ 8) 505 5GR>_Y6 - PRCODED) 0 32- O.G. 2) R0P6 16d NAILS 0 8' O.G 2x$ BLOMN6 0 24' OL. FASTEN VI6' 058 APA RATED WATHtN5 TO 6AEL.E END FRAKN6 WtadNAILSsb ' ALON6 PANEL ED6E5, 12' OL. ALONS IWERN¢IATE 5 PPOR 5 3' (AX) (4) ®d NAILS, (FAGEMLFD) TOP i BmT TFRI65 BEARING ELEV. VARIES NO 94EAT IN6 JOINT HERE 2x FRAMING GABLE END ATTACHMENT DETAIIt A - q,1 t A-6.1 P CITY OF SANFORD PLANS REVIEW COMMENT SHEET PROJECT: U IAA ADDRESS: 3 6 CONTRACTOR: DATE Q OWNER:C PLANS REVIEWED BY:,, COMMENTS: SQ s u. o tolAa t pe t C MEMO...• .. r.-G_._a, d ye ,41-1 ! r& /-ocuN PERSON NOTIFIED: DATE: PHONE: FAX V 1 0. H.-d 1 ~ •RMONENOTIFIED: DATE RESPONSE RECEIVED: 1 Wyndham Place Apartments - 3865 Orlando Drive Building Clubhouse Trash Compactor Building #1 Building #2 Street No. Unit No. Street Name 1500 Wyndham Crest Blvd. 11500 Wyndham Crest Blvd. 1000 Wyndham Peak Court Building #3 3000 3101 Wyndham Crest Blvd. 1101 Wyndham Peak Court 3102 Wyndham Crest Blvd. 1102 Wyndham Peak Court 3103 Wyndham Crest Blvd. 1103 Wyndham Peak Court 3104 Wyndham Crest Blvd. 1104 Wyndham Peak Court 3105 Wyndham Crest Blvd. 1105 Wyndham Peak Court 3106 Wyndham Crest Blvd. 1106 Wyndham Peak Court 3107 Wyndham Crest Blvd. 1107 Wyndham Peak Court 3108 Wyndham Crest Blvd. 1108 Wyndham Peak Court 3201 Wyndham Crest Blvd. 1201 Wyndham Peak Court 3202 Wyndham Crest Blvd. 1202 Wyndham Peak Court 3203 Wyndham Crest Blvd. 1203 Wyndham Peak Court 3204 Wyndham Crest Blvd. 1204 Wyndham Peak Court 3205 Wyndham Crest Blvd. 1205 Wyndham Peak Court 3206 Wyndham Crest Blvd. 1206 Wyndham Peak Court 3207 Wyndham Crest Blvd. 1207 Wyndham Peak Court 3208 Wyndham Crest Blvd. 1208 Wyndham Peak Court 3301 Wyndham Crest Blvd. 1301 Wyndham Peak Court 3302 Wyndham Crest Blvd. 1302 Wyndham Peak Court 3303 Wyndham Crest Blvd. 1303 Wyndham Peak Court 3304 Wyndham Crest Blvd. 1304 Wyndham Peak Court 3305 Wyndham Crest Blvd. 1305 Wyndham Peak Court 3306 Wyndham Crest Blvd. 1306 Wyndham Peak Court 3307 Wyndham Crest Blvd. 1307 Wyndham Peak Court 3308 Wyndham Crest Blvd. 1308 Wyndham Peak Court 2000 2101 Wyndham Crest Blvd. Building #4 4000 4101 Wyndham Crest Blvd. 2102 Wyndham Crest Blvd. 4102 Wyndham Crest Blvd. 2103 Wyndham Crest Blvd. 4103 Wyndham Crest Blvd. 2104 Wyndham Crest Blvd. 4104 Wyndham Crest Blvd. 2105 Wyndham Crest Blvd. 4105 Wyndham Crest Blvd. 2106 Wyndham Crest Blvd. 4106 Wyndham Crest Blvd. 2107 Wyndham Crest Blvd. 4107 Wyndham Crest Blvd. 2108 Wyndham Crest Blvd. 4108 Wyndham Crest Blvd. 2201 Wyndham Crest Blvd. 4201 Wyndham Crest Blvd. 2202 Wyndham Crest Blvd. 4202 Wyndham Crest Blvd. 2203 Wyndham Crest Blvd. 4203 Wyndham Crest Blvd. 2204 Wyndham Crest Blvd. 4204 Wyndham Crest Blvd. 2205 Wyndham Crest Blvd. 4205 Wyndham Crest Blvd. 2206 Wyndham Crest Blvd. 4206 Wyndham Crest Blvd. 2207 Wyndham Crest Blvd. 4207 Wyndham Crest Blvd. 2208 Wyndham Crest Blvd. 4208 Wyndham Crest Blvd. 2301 Wyndham Crest Blvd. 4301 Wyndham Crest Blvd. 2302 Wyndham Crest Blvd. 4302 Wyndham Crest Blvd. 2303 Wyndham Crest Blvd. 4303 Wyndham Crest Blvd. 2304 Wyndham Crest Blvd. 4304 Wyndham Crest Blvd. 2305 Wyndham Crest Blvd. 4305 Wyndham Crest Blvd. 2306 Wyndham Crest Blvd. 4306 Wyndham Crest Blvd. 2307 Wyndham Crest Blvd. 4307 Wyndham Crest Blvd. 2308 Wyndham Crest Blvd. 4308 Wyndham Crest Blvd. Building #5 Building #6 Rpnd Cres+ Ln 5000 5101 yndham Crest Blvd. Building #7 7000 7101 Wyndham Crest Blvd. 5102 ndham Crest Blv 7102 Wyndham Crest Blvd. 5103 W dham Crest Blvd. 7103 Wyndham Crest Blvd. 5104 Wy ham Crest Blv 7104 Wyndham Crest Blvd. 5105 Wyn ham Crest Blv 7105 Wyndham Crest Blvd. 5106 Wyn am Crest Blv 7106 Wyndham Crest Blvd. 5107 Wynd am Crest Blvd. 7107 Wyndham Crest Blvd. 5108 Wynd am Crest Blv 7108 Wyndham Crest Blvd. 5201 Wyndh m Crest Bl. 7201 Wyndham Crest Blvd. 5202 Wyndh m Crest ByVcl. 7202 Wyndham Crest Blvd. 5203 Wyndh m Crest Ivd. 7203 Wyndham Crest Blvd. 5204 Wyndh Crest Ivd. 7204 Wyndham Crest Blvd. 5205 Wyndha Crest Ivd. 7205 Wyndham Crest Blvd. 5206 Wyn Cres Blvd. 7206 Wyndham Crest Blvd. 5207 Wyndha Cre t Blvd. 7207 Wyndham Crest Blvd. 5208 Wyndham Cr st Blvd. 7208 Wyndham Crest Blvd. 5301 Wyndham est Blvd. 7303 Wyndham Crest Blvd. 5302 Wyndham est Blvd. 7304 Wyndham Crest Blvd. 5303 Wyn ha Cr st Blvd. 7305 Wyndham Crest Blvd. 5304 Wyndh Cre t Blvd. 7306 Wyndham Crest Blvd. 5305 Wynd am Crest lvd. 5306 Wyn ham Crest vd. 5307 W dham Crest BI\ . 5308 yndham Crest Blv . 6000 6101 Wyndham Crest Blvd. Building #8 8000 8101 Wyndham Crest Blvd. 6102 Wyndham Crest Blvd. 8102 Wyndham Crest Blvd. 6103 Wyndham Crest Blvd. 8103 Wyndham Crest Blvd. 6104 Wyndham Crest Blvd. 8104 Wyndham Crest Blvd. 6105 Wyndham Crest Blvd. 8105 Wyndham Crest Blvd. 6106 Wyndham Crest Blvd. 8106 Wyndham Crest Blvd. 6107 Wyndham Crest Blvd. 8107 Wyndham Crest Blvd. 6108 Wyndham Crest Blvd. 8108 Wyndham Crest Blvd. 6201 Wyndham Crest Blvd. 8201 Wyndham Crest Blvd. 6202 Wyndham Crest Blvd. 8202 Wyndham Crest Blvd. 6203 Wyndham Crest Blvd. 8203 Wyndham Crest Blvd. 6204 Wyndham Crest Blvd. 8204 Wyndham Crest Blvd. 6205 Wyndham Crest Blvd. 8205 Wyndham Crest Blvd. 6206 Wyndham Crest Blvd. 8206 Wyndham Crest Blvd. 6207 Wyndham Crest Blvd. 8207 Wyndham Crest Blvd. 6208 Wyndham Crest Blvd. 8208 Wyndham Crest Blvd. 6301 Wyndham Crest Blvd. 8301 Wyndham Crest Blvd. 6302 Wyndham Crest Blvd. 8302 Wyndham Crest Blvd. 6303 Wyndham Crest Blvd. 8303 Wyndham Crest Blvd. 6304 Wyndham Crest Blvd. 8304 Wyndham Crest Blvd. 6305 Wyndham Crest Blvd. 8305 Wyndham Crest Blvd. 6306 Wyndham Crest Blvd. 8306 Wyndham Crest Blvd. 6307 Wyndham Crest Blvd. 8307 Wyndham Crest Blvd. 6308 Wyndham Crest Blvd. 8308 Wyndham Crest Blvd. Building #9 Building #11 9000 9101 Pond Crest Lane Building #10 10000 10101 Wyndham Crest Blvd. 9102 Pond Crest Lane 10102 Wyndham Crest Blvd. 9103 Pond Crest Lane 10103 Wyndham Crest Blvd. 9104 Pond Crest Lane 10104 Wyndham Crest Blvd. 9105 Pond Crest Lane 10105 Wyndham Crest Blvd. 9106 Pond Crest Lane 10106 Wyndham Crest Blvd. 9107 Pond Crest Lane 10107 Wyndham Crest Blvd. 9108 Pond Crest Lane 10108 Wyndham Crest Blvd. 9201 Pond Crest Lane 10201 Wyndham Crest Blvd. 9202 Pond Crest Lane 10202 Wyndham Crest Blvd. 9203 Pond Crest Lane 10203 Wyndham Crest Blvd. 9204 Pond Crest Lane 10204 Wyndham Crest Blvd. 9205 Pond Crest Lane 10205 Wyndham Crest Blvd. 9206 Pond Crest Lane 10206 Wyndham Crest Blvd. 9207 Pond Crest Lane 10207 Wyndham Crest Blvd. 9208 Pond Crest Lane 10208 Wyndham Crest Blvd. 9301 Pond Crest Lane 10301 Wyndham Crest Blvd. 9302 Pond Crest Lane 10302 Wyndham Crest Blvd. 9303 Pond Crest Lane 10303 Wyndham Crest Blvd. 9304 Pond Crest Lane 10304 Wyndham Crest Blvd. 9305 Pond Crest Lane 10305 Wyndham Crest Blvd. 9306 Pond Crest Lane 10306 Wyndham Crest Blvd. 9307 Pond Crest Lane 10307 Wyndham Crest Blvd. 9308 Pond Crest Lane 10308 Wyndham Crest Blvd. 11000 11101 Wyndham Crest Blvd. 11102 Wyndham Crest Blvd. 11103 Wyndham Crest Blvd. 11104 Wyndham Crest Blvd. 11105 Wyndham Crest Blvd. 11106 Wyndham Crest Blvd. 11107 Wyndham Crest Blvd. 11108 Wyndham Crest Blvd. 11201 Wyndham Crest Blvd. 11202 Wyndham Crest Blvd. 11203 Wyndham Crest Blvd. 11204 Wyndham Crest Blvd. 11205 Wyndham Crest Blvd. 11206 Wyndham Crest Blvd. 11207 Wyndham Crest Blvd. 11208 Wyndham Crest Blvd. 11301 Wyndham Crest Blvd. 11302 Wyndham Crest Blvd. 11303 Wyndham Crest Blvd. 11304 Wyndham Crest Blvd. 11305 Wyndham Crest Blvd. 11306 Wyndham Crest Blvd. 11307 Wyndham Crest Blvd. 11308 Wyndham Crest Blvd. SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 444-3180 Plans Review Sheet Date: 12/18/00 Business Address: 3865 S. Orlando Dr. Occ. Ch. 18 Bldg. # 1, 3, 4, 5, 6, 9 — 27,684 sq.ft. Bldg. # 8,11 — 25,596 sq. ft. Bldg. # 7 — 23,328 sq.ft. Bldg. 2,10 — 18,564 sq. ft. Business Name: Wyndham Place Apts. Ph. Contractor: Wilson Const. Co. Ph. (813) 281-8888 Chris Bowers / Shannon Berry Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Plans reviewed as Apartment Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections. If separate certified contractor does underground fireline, plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. Fire Alarm plans to be submitted for review, permitting, and inspections. Gated Communities require emergency access(SOS system) for FD. 1.1 Application — New Apartment Buildings, Type VI, (see above for sq.ft. listings) 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Apartment / Residential 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI. 32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 444-3180 2.10 Marking of Means of Egress — O.K., will field verify 2.11 Special Features — N/A 3.1 Protection of Vertical Openings — OX 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — as per NFPA 72, (smoke detectors to meet Chap 2-5.2) 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — O.K. 4 Special Provisions 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinklered properties Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify 2 3eitt by-—%STEARNS WEAVER 305 789 3395; 02/14/01 12:50NM;,JetFaX #99; Faye 211 KfOOM Arta Ketum To: ,1 A EZ " t canrtert Cat eias, CtA ;,cRK OF CI'(-CU!T COt. ii VERIFIECLC +• ,_J Muaeum Towec, Suite 2200 i ,o vet la stt t 635929 01 JA N -- 7 PH 12. 37 Miami, Florida 3313t1 This document prepared by and after recording return to: t,O is Mark D. Thnmson, Esquire J SHIMI'S & BOWEN LLP w 300 South Orange Avenue, Suite 1000 C) Orlando, Florida 32801 Tel.: (407) 423-3200 • a O Cn 4 C.J r,t Tax Folio Numbers: 14-20-30-501-OA00-0028 I,,,,,.:, Ible Tax Pd. 14-20-30-501-OAOO-0020 s u re. s_, tier mv;,r•z, 30-sN - QAW - 00 I 0 Z1I1-_ as 0-- 30 - Bm- 02m- c-)C)M r'7t,•,r1TY t y : THiS WARRANTY DEED is made this 1). day of Deeetnber, 2000, by MICHAEI. E. NORTMAN as Trustee for the NAMTRON FAMILY TRUST dated January 14,1999,with full power and authority to sell, convey, and grant and encumber both the legal and beneficial interest in the real estate conveyed hereby, whose post office address is 77 West Wacker Drive, Suite 4200, Chicago, Illinois 60601; and MICIIAEL E. NORTMAN, as "Trustee for the JACK NORTMAN QUALIFIED SUBCHAPTER S TRUST dated December 2,1993, with full power and authority to sell, convey, and grant and encumber both the legal and beneficial interest in the real estate conveyed hereby, whose post office address is 77 West Wacker Drive, Suite 4200, Chicago, Illinois 60601 (collectively hereinafter referred to as the "Gmntor , to TWC SEVEVTY-SIX IND., a f lorida limited partnership, whose address is S , 33( ooc)- (hereinafter referred to as the "Grantee"), . Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all those certain lands situate in Seminole County, Florida (the "Property'}, more particularly described as follows: See Exhibit "A", attached hereto and by this reference made a part hereof) TOGETHER, with all of the Grantor's interest in and to all licenses, approvals, tenements, hereditaments and appurtenances belonging or in anywise appertaining to the Property; TO HAVE AND TO I101..D, the same in fee simple forever. ORIDOCS 100M079.1 CEJ Seht by:`STEARNS WEAVER 305 789 3395; 02/14/01 12:50PM;jetF,3X #`J-`-1-; rage ail OFFICIAL KL unuo 983 16 The Property being co peerein is not the homestead property nor contiguous to the homestead of the Grantor. The Property is unimproved property. AND the Grantor does hereby covenant that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; the Grantor does hereby fully warrant the title to the Property and will defend the same against the lawful claims of all persons whomsoever, and that the Property is free and clear of all encumbrances except for those matters described on Exhibit "B" attached hereto and by this reference made a part hereof. IN WITNESS WHEREOF4. the Grantor has hereunto set his hand and seal the day and year ' first above written. Signed, sealed and delivered in the pre ence of the following witnesses: Print Name: Print Name:___ei e _ Print Name:_ C_ r 9 4. /ri • o c!i , ORLOOC8 tgp38079.1 CEJ _Z_ GRANTOR: MIC. ILkELF. NORTMAN, Individually, and as Trustee for the NAMTRON FAMILY TRUST dated January 14, 1999 MICHAEL E. NORTMAN, Individually, and as Trustee for the JACK: NORTMAN QUALIFIED SUBCHAPTER S -TRUST dated December 2, 1993 3e6t by:STEARNS WEAVER 305 789 3395; 02/14/01 12:50PM;,JettaX #99' Nage 411 OFFICIAL PECORDS 3983 1631 STATE OF ____.) SEHI1!10LE CO.. Ft. SS: COUNTY OF mnp The foregoing instrument was acknowledged before me this + day of December, 2000 by Michael F. Nortman, Individually, and as Trustee for the Nortman Family Tnust dated January 14, 1999, and as Trustee for the Jack Nortman Qualified Subchapter S Trust dated December 2, 1993, who is personally known to ire, or who produced R, 215- 545 = 112 - (X o`er as identification. I'ri t NamCA c swvwmm Notary Public, State of Commission No.: Cato W ag 5 oea4 My commission expires: (o -Ck--D I ORIDOCS MO-W79.1 CEJ -J Serit by:?STEARNS WEAVER 305 789 3395; 02/14/01 12:50PM;JetFax #99; Page 5// OFFICIAt. Rt.[,UKU5 W ,'.sE 3983 1638 SEMINOLE CO..FL EXHIBIT "A" Legal Aesc `iption of the ProRvi:ty Page I of 2) Legal Description of the Namtron Family Trust Parcel) East 780 feet of Lot 2, Block A, SUNLAND ESTATES, according to the plat thereof as recorded in Plat Book 11, Pages 16 through 22, of the Public Records of Seminole County, Florida. AND ALSO: Lot 2, Block A, SUNLAND ESTATES, according to the plat thereof, as recorded in Plat Book 11, Pages 16 to 22 of the Public Records of Seminole County, Florida. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCELS: Parcel A. Begin at an iron pipe marking the NW corner of Lot 2, Block A. in SUNLAND ESTATES, as recorded in Plat Book 11, Pages 16 through 22, of the Public Records of Seminole County, Florida. Said point being the intersection of the Easterly right-of-way line of U.S. Highway 17-92 with the South right-of-way line of Woodson Avenue, run South 89°16'30" east 200' along said South right-of-way line of Woodson Avenue to an iron pipe, thence South 0°44'30" West 134.12 feet to an iron pipe on the South line of said Lot 2, Block A. thence north 89°16'30" west 262.68 feet along the South line of said Lot 2, to a concrete monument marking the SW corner of said Lot 2, said.point being on the Easterly right-of-way line of U.S. 17-92, run thence north 25°47'00" East along said Easterly right-of-way line of U.S. 17-92, a distance of 148.05 feet to the Point of Beginning (all bearings based on State Road Department Datum for U.S. Highway 17-92, according to a. survey prepared by Tinklepaugh Surveying Services, Inc., reg. Cert. No. 1257 being survey No. SS-26405, Dated December 23, 1963 and revised on January 27, 1964). Parcel B: The East 780 feet of Lot 2, Bloch A, SUNLAND ESTATES, according to the plat thereof as recorded in Plat Book 11, Pages 16 through 22, of the Public Records of Seminole County, Florida. AND ALSO: Lot 1, block A, SUNLAND ESTATES, according to the Plat thereof, as recorded in Plat Book 11, Pages 16 through 22, of the Public Records of. Seminole County, Florida. vhLuvK.- 1AAL W'I i c.k.J 3e6t by:'STEARNS WEAVER 305 789 3395; 02/14/01 12:51PM;jetrx #99; Page 6/7 A G 3983, 1639 lialII81<T "A" {on nue''FL Legal Description of the Property Page 2 of 2) TOGETHER WITH: Legal Description (if the Jack Nortman Qualified Subchapter S Trust) Beginning at the Southeast Corner of the Nib 1/4 of NZ 1/4 of section 14, Township 20 south, Range 30 east, Seminole county, Florida, run Nvot 1320.7 feet to the SW corner of the NW 1./4 of the RE 1/4 of Section 14n Township 20 South, Stange 20 East, thence North 16 feet to the southeasterly right of way line of state Road. 15-600, also known as Federal' Highway 17-92 (Eormerly State Road 3), thence Northeasterly along said right of way line 407 feet, thence East 1143.32 feet to the East boundary of MW 1/4 of NE 1/4 of said Section, thence South 304.2 feet to the point of beginning. Less tha, portion for Right of Way as recorded in Order of Taking in Official Records Book 121, page 62, lying Zastarly of and within 130 fact of the survey line of state Road 15-600, Section 7701, maid survey line being described as follows t Beginning on the !forth line of the Hof 1/4 of N14 1/4 of maid section 14 at a point 347.61 feet Kest from the point of intersection of North line of Section 14 and South boundary of the Sanford Orantt thence run South 25 degrees 471 00" (test 1786.93 feet to the beginning of a curve concave to the Northwesterly and having a radium of 2864.93 teetl thence Southwesterly along the arc of maid curve, through a central angle of 15 degrees 56' 301, a distance of 797.08 feet to and of eurver thence South 41 degrees 431 30H west 3059.89 feet to the West line of Sw 1/4 of SW 1/4 of Section 14 at a point 691.4f feet North from the Southwest corner thereof. ALSO DESCRIBED AS: Legal Description of Overall Metes and Bounds Prepared by Buyer's Surveyor) Begin at the Southeast corner of the Northwest 1/4 of the Northeast 1/4 of Section 14. Township 20 South. Range 30 East. Setalnole County. Fsaridot therloe N 00.3S'03' E. along the Ecst boundary 1 Inc of the Northwest /4 Of the Northeast 1/4 of 9010 Seat ton 14 and the Nest t role of Stook B. SUxLAND ESTATES. sat recorded 1st Plot BOOK Ii. Pooes 16 through 22. of the Public Records of Seminole County. Florida. a dlstoma of 584.55 fact 10 the Northeast corner of Lot 1. 81ock A of sold SUNLANO ESTATES& thence N 89-16.30- N otono the North Ilne of Lot I. BIOcK A. of sold SUNLANO ESTATES. a distonce of 967.20 feet to the East right of way line of U.S. Highway 17-921 thenoe S 25.3l'24" N a alstonce of 39.66 feats thenoe deporting said right of way line. ruff S89.16'30`E. ofong the centerline of vooated Woodson Avenue o distonoe of 186.f5 facts thane Soot44.30'W, a distonce of 464.12 feet to tha South tine Of Lot 2. 810ok A. of sold SUNLAND ESTATES& thence N 89.16'30- W, a 4*19tOrs0a of 261.93 feet to the East right of Way line of U.S. Highway i7-92s thence S 25.31'24- W along sold Cost right of way line a distanoe of 426.85 feet to the North fine of Block B. of said SUNLANO ESTATES& thence S 89.25^00- C. along sold North line of Block B, a distance of 17.40.14 feet to the Point of Beglnning. UrILuvL_a tuU.SouttUA L:ti 5 Sent by) STEARNS WEAVER 305 789 3395; 02/14/01 12:51PM;jetFax #993 Nage OFrtcIAL RECOKua 3983 1640 EXHIBIT "B' SEMINOLE c0JL Permitted EXCeptions 1. Taxes and assessments for the year 2000 and subsequent years. 2. F..aserrient(s) in favor of Florida Public Utilities Company, its successors and assigns set forth in instrument(s) recorded. in Official Records Book 3653, Page 1124. 3. Non -Exclusive Ingress and Egress Easement recorded in O.r. Book 3653, Page 1115. 4. Ordinance No. 98-57 recorded in Official Records Book 3560, Page 755. 5. Grant of Easement in favor of City of Sanford recorded in O.r. Book 3653, Page 1 1 12. 6. Easement(s) in favor of Florida Power & Light Company set forth in instrument(s) recorded in Official Records Book 3653, Page 1126. 7. Land Use Restriction Agreement between TWC Seventy -Six, Ltd., and Florida Housing Finance Corporation to be recorded in the Public Records of Seminole County, Florida. NOTE: All recording references above shall refer to the Public Records of Seminole County, Florida. ORI. QOCS 10438079.E CF_J ..§_ I• DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 ^ f 2 - .t/6o040-1 SANFORD, FL 32772-1788 Project Name: /Yr/ ff}r j C //`7S Date: Owner/Contact Person: Phone: Address: Type of Development: 1) RESIDENTIAL Type of Units._4ingle family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/411, 111, 2", etc.): REMARKS: 0 3 VN i75 26o U-t7s 2) NON-RESIDENTIAL L v3/iwl Type of Units (commercial, industrial, etc.) : Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: 2, h LY 4 3 65"s o o It Y 37, s o Sf w 6 37s% a7 C q.06 Name - Signature - Date. REVISED 1) Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unitcontainingthree (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation thatsuchfamilyunitsonaveragerequire751 - 225 GPDofthewaterandsewerserviceofanaveragesinglefamilyunit.) I Commercial - • 650/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixtureunitstheImpact•Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will.be rated as 1.25 esv; twenty-six (26) fixture units will be rated as 1.5ERU.) I 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unitcontainingthree (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. '(This category istbasedonjudgement/assumption/estimation that such i family units on average require 751 of water andsewerserviceofanaveragesinglefamilyunit.) Commercial - Industrial - Institutional1700/ERU - Fixture unit schedule. from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 25tbasedonmultiplesoffive (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture unitswillberatedas1.25 ERU; twenty-six (26) fixtureunitswillberatedas1.5 ERU.) w6'7!n 877, 3 SiSU iSs cc _ S- Z; TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FDMIRFc A Wn nni.....,. For traps larger than 3 inches, use Table 709.2. 1 b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. c For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE Inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 1 1 /2 j 2 3 21 /2 4 3 4 5 6 s..a ra., o ,, r 1-,,,4_0, SG 5' _3 a a Z / / mac. 13 20S'e 2 3 8'/-) 7 r3 c C, t o y vo 2-8-200 1 5Tc 5o 35, -7DC) 2 3 rssa Soo 2(IS't rZ J j,,p ,•^j OO O UC' 2 8 Z ti0 13, or 3, LOSD i2 2 loJ13, (n5o 35 S& S'o i S 3:•c J (-7 v 3 c, 13;--- 0 r c7v F 11t UAIA CIVIL ENGINEER. AlHITECT LEGAL DESCRIPTION CURRENT ZONING CC-2 LOCHRANE ENGINEERING INC. D CONSULTING ENGINEERS. INC. BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4PROPOSEDZONINGGC-2 201 SOUTH BUMBY AVE. 430 EAST SEMORA/1 BLVD. SUITE 202 OF SECTION 14. TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMiNOLE COUNTY, FLORIDA. PROPOSED USE MULTI FAMILY RESIDENTIAL ORLANDO. FLORIDA 32803 CASSELBERRY, FLORIDA 32707 THENCE NOO.35'03-E, ALONG THE EAST BOUNDARY LINE OF THE NORTHWEST 1/4 OF THESITEAREA14.001 AC. / (407) 896-3317 (407) 834-7900 NORTHEAST 1/4 OF SAID SECTION 14 AND THE WEST LINE Of BLOCK B, SUNLAND ESTATE INETDEVELOPABLEAREA14.001 AC. \, -\ AS RECORDED IN PLAT BOOK 11. PAGES 16 THROUGH 22. OF THE PUBLIC RECORDS OF SE NOLETOTALi1r?cLLING UNITS 260 / p LANOSCAPL ARCH I T[,C T GEOTEQHN I CAL ENG I NEB COUNTY, SUNLAND, A DISTANCE OF 564.55 FEET TO THE NORTHEAST CORNER OF LOT I, B OCK A GROSS DENSITY 16.57 D.U./AC. , i G OF SAID:4UNLAND ESTATES( THENCE N89.16'JO"YI ALONG:°THE NORTH LINE OF L1)T I, BLO A r. CONNER AND TORCH DESIGN G P. INC. HSA ENG VEERS 8 SCIENTISTS OF SAID SUNLAND ESTATES, A DISTANCE OF 967.20 FEET TU THE EAST RIGHT OF WAY LIN OFNETDENSITY18.57 D.U./AC. / 3012 WEST ESTRELIA STREET 4019 EAST FOWLER AVE. U.S. HIGHWAY 17-921 THENCE S25.31-24-W A DISTANCE OF 39.66 FEETI THENCE\ DEPART) C SAIDMAXIMUMBUILDINGCOVERAGE3Os // ' / SUITE 101 I TA1.PA. FLORIDA :11617 RIGHT OF WAY LINE, RUN`S89•l6'30-E, ALONG THE CENTERLINE OF VACATED W00b$ON AVE ETAXPARCELNUMBER14-20-30-300-0080-0(S00 TAMPA, ftORIOA }5626 (613) 971-3882 A DISTANCE OF 186.15 FEEJM THENCE S 00.44'30-W, A DISTANCE OF 164.12 FEET TO THE SOUTH LINE142030501-OA00-p02B ^/ a (813) 26g 19fl7SOILTYPE20MYAKKAANDEAGALL}E / SURVEYOR. OF LOT 2. BLOCK 1, Of SAID SUNLAND ESTATES) THENCE Nb9.16'30`W ADISTANCE pf 261. 3 FEET FINE SANDS ,+ / ' 1 TO THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 17-921 THENCE S25.31'24-W ALONG SAI EASTBUILDINGSETBACKS / p ), / LOCHRANE ENGINEERING INC. 2 O RIGHT OF WAY LINE A DIS ANCE OF 426.85 FEET TO THE NORTH LINE OF BLOCK 8, OF SAID UNLAND aUS17-92 R.O.W 60' / "Yf --- t/ 201 SOUTH BUMBY AVE. ESTATES. THENCE S89.25' O-E ALONG SAID NORTH LINE OF BLOCK B. A DISTANCE OF 240.1 FEET MAX. BLDG. HEIGHT 35 FEET ^' / / p 7 / ORLANDO, FLORIDA 32803 TO THE POINT OF BEGINNING. MIN. LIVING AREA (407) 896-3317500S.F. /+ r 0 / -..r WCAI i. 1• - go - BUILDING SEPARATION 30• 1A 6/ 0 I CONTAIONING 14.001 AC ES, OR 609,864 BOODLE FEET, MORE OR LESS. r , /• / • I b0 TRASH COMPACTOR / // IMPERVIOUJ AREA/OPEN SPACE CALCULATIONS (.1 _ I s Y".7o"£ %s.mYY197.05TP/ ,' o a ,00 IMPERVIOUS AREA BREAKDOWN / p - - - - - -il.w_. rw. ------------------- - -------- ---.._..- ---- - --- - --- - /-- - - - T BUILDINGS/CLUBHOUSE 2.44 AC. / _ a...'..! p p p i i .,.-;_' -- `y_. ENtaArICE• _. -.. .. . _. - - - - - 7 /- PAVEMENT 4.56 AC. + f / "". _ . _ _ .. - - - ! -- ----- - - - p - - - - - - - - - ' 1 SIDEWALK 0.41 AC. / , ; / - - _j _ Any s W i 11500 - - - - - 1 - WYNDHAM CREST BOULEVARD ' ATOTAL TMI 1 PERVl0U5 7.41 AC/ t52.9{i ouu e r TrashCom - - - - - - i / / / / p.Kbti - Pac i STOP BCR AND ` E - LLJ - - --- / nr84% tjPONDSI82 (SURFACE) 0.92 ItC. t6.6X) / / - OPEN SPACE PROVIDED 6.59/AC. (4T,'I2) / I STOP SIGN (TYP.) I7OPENSPACEREQUIRED4.20 AC. (7Q!) / / / / 44- 10000I// o Bldg. # 10 pG. I a{ 8000 1 I mr Oun[ war elro/x x 6 xTYPe1 x Pc I Bldg. #$ I I x' 6CHAIN LINK k t1 LY 1 to Type II ID Wwosa Arc / % / / F • E XIS tirlg `-. FEN( 1 I Q i I i Commercial \ w 100a1i - ------ I - - - - i g1TypeIr i ur n WYNDHAM PEAK COURT - - 3 \ / _ .° ° Z Bldg- #9 CID totunsurn /'•; l / t/r / / //// 1 ° t > / xo - x° Q I e0 4 U) TypeIVIII X VICINITY MAPP5000 7000 i . ,. / C7• I Bldg. #1 I / - P 04] o B1dg. v5 U N. aL. .o ; Bldg. #7 W OWNER: 1/ % /o / / // I ,' Type VII I t o W ) o / YPe I I z TYPe 1X V i MICHAEL E. NO MAN 4' ^b / / // __ i " - - 0 STE W FRONTAGE RO I t / e - 245 NORTHFIELD. IL 600yy / / n%• /J O / p py. ' Q . 7 /;! • / / T'". x ; \ O X of p F x UNPLA uJ o XC' X x0\\ \ o' Q xQ, 1 f / I of (A 3000 I I Z o mr e W \ Bldg. #3 ` DEVELOPEfjs Type if- TWC SEVENTY SI LTD.;' ,// / / / voneybau 2000 Io 655N. FRANKL 1 N ST. / court - _ -- - - n F - s SUITE 2200 Bldg. #2 Q ID - a 4000TAM---- s 13 i 281 OQR8yD88 33907 ff/ r / / Type[ Q \ Bldg. #4 ° I Bldgo#6 I 1500 i _ Z A Type VII yti ti I` TYPe VII Clubhouse , v su . e o y oy. how QMV M x i x / X X A WYNDHAM CREST BOULEVARD WYNDHAMCRESTBOULEVARDI fF . f rf `•' 1 -1.89 riT17 M'.(7A.MPIY1 T 1-._.._.-_.._.. _.._I mALLLfiFSIX FOOT WA L ( (,j0 \ \ `9, `t x I x.j i 1 I 00 j \ I O\ ` o'' O' I I O° I \ I Q`' 1 I pto / P•!. , , e. xI \ x I I K x I \ \ x x \\ x I xt\ i x ur SSS \ \ \ \ w ( APARTMENT AND BUILDING SUMMARY BUILDING TYPE OTY. BUILOING UNIT_- 8 TYPE UNITS TOTAL . OF UNITS A- 1B18 B-282B C-3B2B DESIGNATION- BUILDING TYPE 1 2 2 10 24 UNITS A-IBD/IBA 48 48 BUILDING TYPE 11 24 UNITS 2 8 II B-260/2BA 48 48 BUILDING TYPE VII 1 3 4 5 8-2B0/28A 24 UNITS 6 6 9 C-360/28A 72 72 144 BUILDING TYPE IX I 12 20UNITSOC38Dr2BA8 20 TOTAL II 48 132 80 261 PARKING DATA PARKING UNITS REQUIRED I BR / I BA 48 96 NOTES x ` x x 2- BR- /-'2 BA - - -132- - 2G4 -- - -- 1• OPEN SPACE, INTERIOR ROADS. PARKING, STREET LIGHTING, COWwoN AREAS 3 SR / 2 BA 60 160 OFT SITE PONDS AND- LANDSCAPED -AREAS -TO BE PRIVATELY-OWNEO AND - - -- - CLUBHOUSE 0 MAINTAINED. 2. ALL SUITABLE SOILS WILL BE REMOVED AND REPLA.CEOWITH SUITABLE MIATERIAL. TOTAL2605203. 100 YR. FLOOD WILL BE CONTAINED WITHIN THE BANKS OF THE PONDS. HC. PARKING REQUIRED) 11) THE SITE IS NOT WITHIN A FEW DESIGNATED IOOYR. FLOOD PRONE AREA. PROVIDED 4. ON -SITE WATER AND SANITARY SYSTEMS WILL BE PRIVATELY OWNEO AND MAINTAINED. S. THE SITE PLAN IS INTENDED TO CONVEY GENERAL BUILDING RELATIONSHIPS AND BUILDING CODE HC. PARKING PROVIDED 13 DATA ONLY. REFER TO APPROVED CIVIL ENGINEEI.NIC AND LANDSCAPE ARCHITECTURE DRAWING 10' x20' SPACES PROVIDED 07 FOR DETAILED SITE CONSTRUCTION INFORMATION. TOTAL 520 G. HANDICAP ACCESSIBILITY, ALL GROUND FLOOR AP,RTMENT UNITS AND PUBLIC BUILDINGS MUST BE TOCONSTRUCTEDALLOWFULLHANDICAPACCESSIBILITYASDESCRIBEDHEREINANDOTHERWISEREOUIREOBYA.D.A. FAIR HOUSING ACT AND STATE OF FLORIDA LAWS AND GUIDELINES. CONTACT ARCHITECT IL" DIATELY TORESOLVEANYCONDITIONSTHATDONOTMEETOREXCEEDTHESEREUREMENTS. J 1w Ld F- 0