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HomeMy WebLinkAbout1487 Travertine Terr Permit #: O Job Address: 114 I Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION RECEIVED S EP 13 2006 Zoning: Value of Work: S 1i Z R_ N8 Permit Type: Building / Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V Commercial Industrial Construction Type: /���Q�,, �.# of Stories: p #� ,of Dwelling rUnits: �( Flood Zone: (FEMA form - rrequired ) Owners Name & Address: aJQ1(j NC, CAAI&/ �' (6 7 � zw,,,fC/'il. -rt..n-.t tt- FL QT7 1 U Phone & Fax: -1 HJ Bonding Company: Address: Mortgage Leader: Address: Arcbitect/Engineer: Phone: Address: Fax: y(oa5 q07- 6914,03,,< aOk Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/ nt Date Signature of Contractor/Agent �►���Q, # D /Aper Pri � N „ caner Agent's Print Contractor/Agent's Name S re o otary-S of lorida Date Signature of Notary -State of Florida 0 /Agent is Personally �K��n�o��wn to e�Qr A -7 7� Produced ID -M if _ r'iLJ I- `^� 12 1 � V APPROVALS: ZONING: 1% 17' 'off UTIL: FD: Special Conditions: Rev 03/2006 j otc 4. ev%cicow a x: siiw, Lail a i Date Date Contractor/Agent is _ Personally Known to Me or _Produced ID ENG: BLDG: Ag3.00 i Permit Number, Parcel Identification Number +�3 /T -t 146 6.0600 -ltoz Prepared by. r cI -ceY First Cholce Permit Service 1317 Hampshire Place Cir, Altamonte Sprinys FL, 32714 Return to: Ul �,1 yl p et,, (fliv(G�v , 3�-fiU 7 NOTICE OF COMMENCEMENT State of County of �h-trwud .t, - ^- -• •• •- • • • q■ of win 11 168 11111 15151111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06406 Pg 0672; tlpg) CLERK'S # 2006147192 RECORDED 09/13/2006 11121:54 AM RECORDING FEES 10.00 RECORDED BY H Bailey CERT`HEO 't;w, MARY`ANNE `:ORS CLERK OF IRCU T COURT. SEMINO N .. FLORIDA flY DEP TV Ci_FRK 3-2006 The undersigned hereby gives notice that improvements) will be made to certain real property, and in accordance with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. Description of propertylegal descri tion of the pro rt , and street address if available) .LV+ 14 G .,sf�u �h 1 0A65 PSS 75-&l iq& 7 �� - t- erg , ct 177 . 3a 7 7, General description of improvement(s) .13c� k ac r{.w KALU /:2.15 1, I t ►�r&r W1,4 1 644,1 do,6 Qsl ro .,tXA,t- Owner information Name (y,rI-CL Wlc 'jwc.-�-- Telephone Number Addres APiI 1 �`4.�.Fax Number yv7- �y�,q Ap-77 l Interest in Property: Fee Simtie Holder (if other than the owner shown above) Name Telephone Number Address Fax Number S. Contractor' Name tph� �• a (trvv-�+----�'ix= Telephone Number Address nG. y7� ca,,��v ' Fax Number rl . 1—t_ 6. Surety (it any) C Name Telephone Number Address Fax Number Amount of bond $ Lender (if any) Name Address Telephone Number Fax Number W) -,-(Vi- X 3 6-7,k- 4t4b `/ Qo7 -- 43q -U3617 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b). Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Ivcarl Date Signed Signature of Owner ote: per §713.13(1)(g), "owner a,ust sign ...and no One else may be permitted to sign in his or her stead." who is personally known to the OR as identification. Furor Revind. 4/98 notarial seal must appear below) �RR~ t vt� STATE obtMSSION It 4n"17ts940 p)(P W f2t5'jos DOMMI"r; wcr• r (;Pw��w AI WiMIIIN1141610 Serving Florida since 1955 2302 Mercator Drive Orlando, FL 32807 (407) 681-8823 POWER OF ATTORNEY .I hereby name and appoint A (orI " i/ T` of 2302 Mercator Dr.,Unit 101, Orlando,FL 32807, to by my lawful attorney-in-fact to act for me and apply to the (r Building Department for a permit for work to be performed at a location (Type) described as: Section: 7n Township Range 1—, Lot 5 210 , Block OCK00 , Subdivision 14:40 , Y y' (address of Job) is mc -Ely C?-- r> (owner of property and address) and to sign my name and do all things necessary to this appointment. i •������IZITI] CBC1250625 2302 Mercator Drive, Suite 101 Orlando, FL 32807 STATE OF FL COUNTY OF SWORN TO AND SUBSCRIBED BEFORE ME THIS 25 DAY OF c�l�� 2006 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. l.� MY COMMISSION EXPIRES NOTARY PUBLIC -'STATE OF FLORIDA CARRIE CHRIST -MAN �J 1 N07fiR/P118LIC STATE F ppRIDI C' h4ISSION # D�5 6e"r P NAME OF NOTARY wXPIRES 12/5/20rP W,%D-'D THRU AR(7,I. ) ETA 1_ 122 71� 121 DAVID JOHNSON, CFA. ASA 72 F1:4 12d PROPERTY 119 73 APPRAISER,,, 118 117 74 4 .162 75 � SEMINOLE COUNTY FL 163 71614 - 11(71 E- FIRST ST 116 164 SANFORD. FL32771.1468 115 t77 407-665-7508 145 114 � 113 146 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-520-0000-1420 Number of Buildings: 1 Owner: MCELVEEN GLORIA Depreciated Bldg Value: $182,773 Mailing Address: 1487 TRAVERTINE TER Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $41,000 Property Address: 1487 TRAVERTINE TER SANFORD 32771 Land Value Ag: $0 Subdivision Name: GREYSTONE PHASE 1 Just/Market Value: $223,773 'Tax District: S1-SANFORD Assessed Value (SOH): $223,773 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 0103-TOWNHOME Taxable Value: $198,773 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY 03/2006 06217 1965 $335,600 Improved Yes DEED Tax Value(without SOH): $579 SPECIAL 2005 Tax Bill Amount: $579 WARRANTY 10/2005 05984 1204 $271,600 Improved Yes Save Our Homes (SOH) Savings: $0 DEED 2005 Taxable Value: $29,000 WARRANTY 05/2005 05717 0520 $1,047,200 Vacant No DOES NOT INCLUDE NON -AD VALOREM DEED ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... - Method Units Price Value LOT 0 0 1.000 41.000.00 $41,000 LOT 142 GREYSTONE PHASE 1 PB 65 PGS 75-82 BUILDING INFORMATION Bid Value Year Base Gross Living Est. Cost Bid Type Bit Fixtures SF SF Ext Wall Bid Val Num SF New 1 SINGLE 2005 11 974 2,540 1,914 CB/STUCCO $182,773 $183,691 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 416 Appendage / Sgft OPEN PORCH FINISHED/ 66 Appendage / Sgft OPEN PORCH FINISHED / 144 Appendage / Sgft UPPER STORY FINISHED / 940 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. * If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. FLOORPLAN Borrower: McElveen File No.: 6031952 Property Address: 1487 Travertine Terrace Case No.: City: Sanford State: FL Zip: 32771 Lender: Mortgage Max Direct, Inc. OFFICE 17.3'/12.5' v Family R m Q L ai N 2.2' �8 7.6' Breakfast Master Bedroom Lo Kitchen Living Room N c� Master 1i2 Foyer 2.2 Bath Bath o v Laundry Dining 6 Porch T b� 0 N Sketch by Apex IV Windows TM 29.0' ,y 5r '40 (13;�-:-Q, D �v t✓�\b Bedroom Bath o M Bedroom 11.0' 2 Car Garage PERMIT 20.0' Code AREA CALCULATIONS SUMMARY Description Size Totals GLAl First Floor 951.61 951.61 G1 -A2 Second Floor 981.00 981.00 P/P Lanai 141.67 0.5 x 3.0 x 3.1 Porch 60.24 201.91 GAR Garage 414.00 414.00 24.6 TOTAL LIVABLE (rounded) 1933 �S REVIEWED OF SANFORD o� LIVING AREA BREAKDOWN Breakdown Subtotals First Floor 0.5 x 2.7 x 2.7 3.65 2.7 x 19.5 52,79 0.5 x 3.0 x 3.1 4.65 5.2 x 15.5 81.37 23.5 x 24.6 579.33 9.4 x 17.3 163.09 0.5 x 3.3 x 3.3 5.44 1.3 x 3.3 4.29 2.9 x 20.0 57.00 Second Floor 29.0 x 32.5 942.50 3.5 x 11.0 38.50 11 Areas Total (rounded) 1933 325 S. Orlando Ave. #3-4, Winter Park, FL 32789 407-647-2400 / 407-647-2551 SITE MAP Borrower: McElveen File No.: 6031952 Property Address: 1487 Travertine Terrace Case No.: City: Sanford ___ State: FL Zip: 32771 1 cnrlcr• RAnrtnana Mav nirant Inn - s } 69 lJ1 aJ'a4,'w 136 ACT C W w 70 Fn ? ion y1 -04 3g"-'1-- _r 4 ~ 13 Q rl d, � r6" - � 1 � :� -, 5.�--- T7 v, . g 87 G7 GO in S 87'07' 1 4" W--- R3'55'18 ' ri 99 c); r—�. - N LC� �to co .: t39 EASE W- LNT ,� %i cn F1 —,..- N 88'52'32" W 02 U r _ _9:5, -- b M1, 144 m I 73 a 87.•2,2,62. E_ N 8*8'S2'11�32*4 W .' n 141 _ w _ 8772'52'' t° a srn 7 -$8'52'32" W. '� b 142 N _8 Z'22'S2 ' E �? 95-24 i + - 75 143 u� N 85.52'32" W I C-)� 97: 7W C7 g5.,t9 �. .4 s } 69 lJ1 aJ'a4,'w S- � W w 70 1 y1 -04 3g"-'1-- _r 4 ~ c„ a LD � 7 / 20' 1v AIN Y.- ' r� t!► c" _EASEMENT in S 87'07' 1 4" W--- ' ri 9 7.8 L� >y _ _ —. __ -_J r—�. - N LC� �to co .: ,� %i cn F1 t nA N 88'52'32" W cO b 73 N 8*8'S2'11�32*4 W .' n I n 95.64 _ (A t° 32100' srn 7 -$8'52'32" W. �? 95-24 i + - 75 0 u� N 85.52'32" W I C-)� _ C7 g5.,t9 I * „ 0� 76 r 0 u' N B8'52'32" W g�.38 325 S. Orlando Ave. #3-4, Winter Park, FL 32789 407-647-2400 / 407-647-2551 X EXISTING BUILDERS ROOF �13' 0'1--� 12'6"------ --- �-- 2' 2"-A K X x ---- 1x3 N zm 18/14 I 3% �v p CHAR 2x3 16" EMB I K -PLATE 1x3 WHITE Ms Gloria McElveen 1487 Travertine Terrace Sanfors FI 32771 ES WITH SECTION 4 STRUCTURUM N M ROOF SYSTEMS WALLS I I �ALUMINUM FRAME I TYP. UPRIGHT (DETERMINE HEIGHT PER SECTION 3 TABLES) #10 x 1-1/2" SCREWS (3) MIN. PER UPRIGHT TOP & BOTTOM (2)1/4" MASONRY ANCHORS (PER SECTION 9) INTO CONCRETE EXISTING WOOD BEAM OR HEADER 1/4" x 2" LAG BOLT (2) PER POST 1"x 2" TOP AND BOTTOM PLATE SCREW 2'-0" O.C. PLANS REVIEWED CITY OF SANFORD EXISTING FOOTING ALUMINUM SCREEN ROOM (NON LOAD BEARING) WALL UNDER WOOD FRAME PORCH SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 7874774 FAX: (386) 767-6666 PAGE © COPYRIGHT 2004 4-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 'LW' FOR MAX. H' / UPRIGHT HEIGHT (h) VARIES EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37,38,39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 1r VARIES 'LW' LOAD WIDTH FOR ROOF BEAM 'P/2' --'P/2' ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH 'P' VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 150 #8 #10 1 #12 1 #12 1 PLANS REVIEWED TYPICAL SCREEN ROOM Cly OF SANFORD SCALE: 3/16"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL EtfglNEER - DEVELOPMENT CONSULTANT P.O. BOX 214380, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7874774 FAX: (386) 767 -ON PAGE CC OPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF Sections 3'-0" 1 3'-6" 1 Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'1 bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow J 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'••11" b 8'-8" b 8'4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.045" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 2710" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Sna 14'4" b 13'-4" b 12'-5" b 'I V-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Sna 17'-7" b 16'-3--4 15'-3" b 14'4" b 13'-7" b1 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF Sections 3'-0" 1 3'-6" 1 Tributary Load Width `W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" T 6'-0" 6'-6" Allowable Height 'H' I bending 'b' or deflection'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-0" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 1 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 16'-3' b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 22'-2" b 20'-9" b 19? -7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Sna M0'4" 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Sna 14'-11" b 1 14'-0" bj 13'-2" b 12'-6" bi 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. PIANS REVIEWED CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214385, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7578556 PAGE y Q COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.