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HomeMy WebLinkAbout513 Bella Rosa CirPermit #: 32,43 Job Address: - 1 - _ U( Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: 69./g.z�7 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 (Dud 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 Commercial Industrial Total Square Footage:_ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Z ham— Contractor N7e & Address: J`;i L✓cy- Phone & Far: Bonding Company: Address: Mortgage Lender. _ State License Number: l3 it 4yy� Address: ArchitetY/Eegiaeer 1j e ✓r��t>v _ {, n >7 t --r r Phone: rwo t, Address: Fa:: Application is bereby 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 IMPROVEIviENTS 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 permit is verification that I will notify the owner of the property of the requirements of Florida L'ea Law, FS 7 3. Signature of Owner/Agent Date f Contractor/Agent Date Print Owner/Agent's Namen to= -' 4r0 Signature of Notary -State of Florida Date Si ofNotary-State of Florida Date Owner/Agent is_ Personally Known to Me or Con Known to Me or _ Produced ID Produced ID APPLICATION APPROVED:Bldg: ' Zoning Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: /iro ( --1 o /616/17 N N e E ZY�� N , O 3 0 Z V)�a2 O p w W " y N @ o� o`o s IAI' St'� �3� Permit #: Project Name: 07-3243 Screen Room — add 2 walls to existing Tania Address: 513 Bella Rosa Cir Plans Reviewed By: Richard Denman 10/11/2007 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. PERMIT .7-J'? DATE: 'Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafI.org/web/re_web.seminole_county_title?parcel=2919315... 9/13/2007 DAviDJoHn&om,CFA,ASA PROPERTY OFFICE SEMIIV4LE.COUNTY Ft- iio E FIFZSt,Sr SANFORD. FC32771-1466 407 - 665 -7-906 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 29-19-31-502-0000-0610 Number of Buildings: 0 Depreciated Bldg Value: $0 Owner: LENNAR HOMES LLC Depreciated EXFT Value: $0 Mailing Address: 101 SOUTHHALL LN #200 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $38,500 Property Address:�513'BELLA ROSH CIR SANF.ORD 32771 Land Value Ag: $0 J....u..st/Market Value; $38,500 Subdivision Name: CELERY ESTATES NORTH Assessed Value (SOH): $38,500 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $38,500 Dor: 00 -VACANT RESIDENTIAL Tax Estimator 2007N.otice of Proposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: WARRANTY DEED 04/2007 .06661 0150 $325,800 Vacant No 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage a Depth Land Unit Land p Pick... Method Units Price Value PLATS:. LOT 0 0 1.000 38,500.00 $38,500 LOT 61 CELERY ESTATES NORTH PB 71 Permits .................................. PGS 38 - 45 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 year's property tax will be based on Just/Market value. http://www.scpafI.org/web/re_web.seminole_county_title?parcel=2919315... 9/13/2007 DESCRIPTION AS FURNISHED: Lots 60, 61 and 62, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages 38 through 45 of the Public Records of Orange County, Florida. F'.LOT PLAN FOR / CERTIFIED TO: Lennor Homes, Inc. LOT 0' F F I C TRACT 'Y' 1� (OPEN SPACE) ,s Rwsn' in" w ,h0 COMPLLANCE IND `6 A14O Iv vuun cl+xmclvl LEGEND 60.00' LEGEND - P 60.00' PD.L POINT ON LINE 60.00' • FIELD _...._. _..... q ...... 5' D.U.E. 5' D,U,E. = POINT OF REVERSE CURVATURE 5 D.U.E. �-- 5' D. U. E. *IRON ROD P.C.0 5' D. U.E. C.M. = CONCRETE MONUMENT �FI1 = RADIAL 21.47' 21.47' NR. 20.00' 20.00' RCL. 2I .00' 22. 10' R~ _... 51 = POINT OF BEGINNING CALL. LOT 62 P.DC, POINT OF COMMENCEMENT LOT 61 1 Q. LOT 60 FF. = FINISHED FLOOR ELEVATION O = NAIL L DISK B.S.I.. = BUILDING SETBACK LINE 1000 I 10.00 � 38.0' I O DRAIN. 10 0 Ao OQ, 75.00' UT1L. = UTILITY O = C14AIN LINK PENCE'. COVEREp PORCH 1 WDk"G, PARKING SPACE (TYP.) O t� L,BCONCRETE BLOCK P.C. POINTOF CURVATURE 2.0 P.T. = POINT OF TANGENCY DESC. = DESCRIPTION PROPOSED PROPOSED = RADIUS 1 L ONE-STORY RESIDENCE o ONE-STORY RESIDENCE D DELTA 63 MODEL: RALEIGH 8 h MODEL: WILLIAMSBURG A I 1 PARKING SPACE (TYP.) CID, - CHORD BEARING A/C 2 CAR GARAGE LEFT 2 CAR GARAGE RIGHT DRAINAGE AND UTILITY EASEMENT NORTH ( ] a, w LO w cc l 0 1 �C o > a o I w^ 14 10.100' � o — 0 2 n O O v ENTRY 10.00' 18.7' Ln o PARKING v SPACE (TYP.) 1.3'.r I. 10.00' i O O D IVEDRIVE PROPOSED O 25.2 S RAP FENCE 25.0 25.00'1. 15.00' _.. _..,....... ._� _.... ._... .. .. f'..._I....µ......... ........._,.µ...........,M................_......µ........�_y[............µ...._.._M. ......... ._IL.hO M.,M............µ...........µ............µ..._...... ..._...... .. o . 60 QO' 0 011 0U I U YY 17. i7. 2' culls BEZIA ROA CIRCLE (50' R/W) TRACT 'E" (PRIVATE INGRESS / EGRESS) 6_'j? U S E,1V . F vER -SCOT T LEGEND - LEGEND - P PAT PD.L POINT ON LINE F • FIELD TYR TYPICAL LP, 1RON PIPE PR,C. = POINT OF REVERSE CURVATURE I.R. *IRON ROD P.C.0 POINT OF COMPOUND CURVATURE C.M. = CONCRETE MONUMENT RAD. = RADIAL SET I.R. _ 1/2' 1R. •/OLD 4396 NR. = NON -RADIAL RCL. = RECOVERED W.P. WITNESS POINT P.D.B. = POINT OF BEGINNING CALL. CALCULATED P.DC, POINT OF COMMENCEMENT PRM. PERMANENT REFERENCE MONUMENT Q. " CENTERLINE FF. = FINISHED FLOOR ELEVATION NLD = NAIL L DISK B.S.I.. = BUILDING SETBACK LINE R/W =RIGHT-OF-WAY BM. BENCHMARK ESMT, • EASEMENT HA SE BEARING DRAIN. = DRAINAGE UT1L. = UTILITY CL C. = C14AIN LINK PENCE'. WDk"G, - WOOD FENCE L,BCONCRETE BLOCK P.C. POINTOF CURVATURE P.T. = POINT OF TANGENCY DESC. = DESCRIPTION R = RADIUS L ARC LENGTH D DELTA C = CHORD CID, - CHORD BEARING D.UE, DRAINAGE AND UTILITY EASEMENT NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FOOD PLANE AS PER FIRM" ZONE "X" PANEL /120289 0065 E (04-17-95) J VVALA D.U.E. ,OT 59 20.28' (P,C,) & A S SOC. , .IATC - LAND SLW ATE YO RS~ 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES; T, THE UNDERSIGNED DOES HERLDY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS 1N CHAPTER 6IG17-6 FLORIDA ADMINISTRA77YE CODE PURSUANT SEC77ON 472-027 FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL. PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICPONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FDR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. 7. BEARINGS, ARE WED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AMORIZATION No. 4596. SCALE , 1- _ 30' -- DRAWN BY.• CERTIFIED BY; DATE ORDER No. PLOT PLAN 1-29-07 1285-07 TO x r RUSENMEvI'ERv R.L.S. JAMES W. SCOTT, R.LS 1 4801 io(:�IM65v) �e� n 44A, he7- r. .15-4q, '74 2 r. .15-4q, '74 SECTION 1 1 SCREENED ENCLOSURES Table 1.4 110 Allowable Post I Girt / Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 110 MPH, Exposure "B" or an applied load of 13 # / sq. ft. A. Sections As Horizontals Fastened To Posts With Clios Hollow Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0"" 6'-0" 1 7'-0" 1 8'-0" 1 Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" T-5" d 6'-5" b 5'-8" b 5'-1" b 4'-8" b 4'-3" b T-11" b 2" x 2" x 0.050" T-10" d T-1" b 6'-3" b 5-8" b 5'-2" b 4'-9" b 4'-5" b 2" x 2" x 0.090" 8'-11" d 8'-2" d T-10" d T-1" b 6'-7" b 6'-1" b 5'-9" b 3" x 2" x 0.045" 8'-4" d 7'-4" b 6'-6" b 5'-10" b 5'-4" b 4'-11" b 4'-7" b 3" x 2" x 0.070" 9'-5" d 8'-6" d T-9" b T-0" b 6'-5" b 5'-11" b 5'-7" b 2"-x 3" x 0.045" 8'-4" d T-7" d T-9" d 6-11" d 6'-5" d 5'-11" b 5-6" b 2" x 4" x 0.050' 11'-2" b 9'-7" b 8'-6" „b T-9" b 7'-1" b 6'-7" b 6--l" b 2" x 5" x 0.062"' 17'-3" b 14'-10" 1 b-13'=2'" b 11'-11" b 11'-0" I b 10'-3" b 9'-7" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 18'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 6-7" d 1 5'-11" I d 1 5'-7" 1 d 1 5'-3" 1 d 1 4'-10" 1 b 1 4'-5" 1 b 1 4'-1" 1 b H. SectLons AS Horizontals Hastened I o Posts I hro UGh Sloe Into Screw HOSSBS Hollow Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 3" x 2" x 0.045" 9'-7" b 8'-3" b T-3" b 6'-6" 1 b 1 5'-11" b 5'-6" b 1 5'-1" b 3" x 2" x 0.070" 11'-5" b 9'-10" b 8'-8" b T-10" b T-2" b 6'-8" b 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" b T-10" b 7'-2" b 6'-8" b 6'-2" b 2" x 4" x 0.050" 12'-6" b 10'-9" b 9'-6" b 8'-7" b T-11" b 7'11" b 6'-10" b 2" x 5" x 0.062" 19'-3" b 16'-7" b 14'-9" b 13'-5" b 12'-4" b 11'-6" b 10'-9" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 2" x 2" x 0.044" 8'-10" 1 d 1 T-8" 1 b 1 6'-9" 1 b 1 6'-0" 1 b 1 5'-5" 1 b 1 4'-11" 1 b 1 4'-7" 1 b Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 30' in mean roof height. 4. Span/height is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height are designed to be residential gardrails provided they are attached with min. (3) #10 x 1-1'/2" s.m.s. into the screw bosses and do not exceed 8'-0" o.c. 6. Girt spacing shall not exceed 6'-8". 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. 2" x 4" & 2" x 5" hollow girts shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 9. Spans/heights may be interpolated. 10. To convert spans/heights to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) 767-4774 Fax #. (386) 767-6556 Email Iebpe@beilsouth.net PAGE @ COPYRIGHT 2006 1-84 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE(, P.E. SCREEN, ACRYLIC & VINYL ROOMS ANCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER (PER TABLE) WITHIN 6" OF - EACH SIDE OF EACH POST @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SECTION 3A 2" x 2" OR 2" x 3" POST #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 1 SCALE: 3" = 1'-0" 2" x 2" OR 2" x 3" POST - ANCHOR RECEIVING CHANNEL TO CONCRETE W1 FASTENER (PER TABLE) WITHIN 6" OF EACH SIDE OF EACH POST @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL #8 x 9/16" TEK SCREWS BOTH SIDES #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. EMBEDMENT INTO CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 2 Z' SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@bell south.net @ COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-5 SECTION 3A PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/ INTERNAL OR EXTERNAL'L' - CLIP OR'U' CHANNEL W/ MIN. (4) #10 S.M.S. PURLIN, GIRT, OR CHAIR RAIL - SCREEN, ACRYLIC & VINYL ROOMS - SCREW BOSSES SNAP OR SELF MATING BEAM ONLY SNAP OR SELF MATING BEAM ONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3" = 1'-0" O FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES OFOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO POST WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2 x 2 SCREENED ENCLOSURES SECTION 1 .TION SION ,TION TION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe @bel I south.net © COPYRIGHT2006 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-73 t 2 x 2 SCREENED ENCLOSURES SECTION 1 .TION SION ,TION TION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe @bel I south.net © COPYRIGHT2006 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-73