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HomeMy WebLinkAbout137 Adoncia WayPermit # . Job Address: Description of Work: Historic District: - 5 Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: 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: , 0 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared #: (Attaeb Proof of Ownership & Legal Description) Owners Name & Address: Zen hql� «-w-,�, Phone: Contractor Nasse & Address: Sr/mem -T;)Wv9 jne- 14-•A5F/4v-F 5;1 l f/Gl ►�dtU > ti State License Number. 0/1 Phone & Far h377 O Contact Person: �QX %� ��L�� Phone: -41- Bonding Company: Address: Mortgage Lender: Address: Address: Fax: Application is hereby mate 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 IMPROVEIAENTS 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 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Florida Lien Law, FS ry,twor Contractor/Agent Date r State of Florida Date Owner/Agent is ^ Personally Known to Me or Contractor/Agent is`! Personally Known to Me or _ Produced ID W —Produced ID APPLICATION APPROVED BY: Bldg: 111q0 Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Special Conditions: Permit #: Project Name: 07-3245 1 Screen Room — add 2 walls to existing lania 137 Adoncia Way 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. 0.1` � Mw ;Z1 . VI -EW.' ma' � R. 1 '' � 6- i ^, .,r,+ ; i SANFOR s j PERMIT #� 7 - 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 DAviD Jowifiom. CFA. ASA PH APPRAISER SEMINOLE_{GOU 1Tr,_R- 1101 k FIRS?5T 9AMFORfl; FL•32771-146S 407-665-7505 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 29-19-31-502-0000-0860 Depreciated Bldg Value: $0 Owner: LENNAR HOMES LLC Depreciated EXFT Value: $0 Mailing Address: 101 SOUTHHALL LN STE 200 Land Value (Market): $38,500 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address:�137 ADONCIA WAY SANFO.RD.32.7-7-1 JustlMarket.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 Tax _._......__ _. ..... 2007_Notice _of Proposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: WARRANTY DEED 06/2007 06727 0698 $331,800 Vacant No 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value PLATS: Pick. ..._............ ____ _.... . LOT 0 0 1.000 38,500.00 $38,500 LOT 86 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: Lot 86, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages ,38 through 45, of the Public Records of Seminole County, Florida. C.) BOUNDARY FOR/CERTIFIED TO: Lennor Homes, Inc. LOT 74 LOT 85 345.50' REC. 1/2'" I.R. X4596 f vl REG 5/8" I.R NO I.D. LOT 73 N 89050'10" E 60.00' I 1 1 20.00' 20.00" � Aq LOT 86 1 I 24.7 10.00' 1 loloo' 1 I krre.q tA44 � 15.3 1 1 1 I �I z 1 205 1 1 PER DRAINAGE PLANS FORMBOARD 1 1 FOUNDATION o TOP OF FORMS = 17.35' 10 1 6 � 1 DRIVE & LEAD WALKWAY: 461± SQUARE FEET 1 1 LOT GRADING TYPE A" p LU zl IW O 1 ? CRUSE,VAIEYER—SICOTT do ASSOC., INC. — LAND SURVEYORS K h 1 P F p NOTES: I.P. = IRON PIPE PRI. = POINT OF REVERSE CURVATURE 10.0 0' 18.7' - POINT Oi COMPOUND CURVATURE = IRON ROD P.CrCONCRETE 1 i C.M. MONUMENT RAD. RAD. RADIAL SET I.R. 1/2' I.R. w/klB 4596 NR. = NON -RADIAL tl' 21.3' 1 00' 10._ I RECOVERED M.P. = VI7NESS POINT 1 25.00' 25.00 1 = POINT OF BEGINNING CALL. = CALCULATED J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.D.C. ff. = POINT OF COMMENCEMENT PRM =PERMANENT REFERENCE MONUMENT = CENTERLINE F.F. = FINISHED FLOOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. 10' UTILITY = NAIL t DISK ILS L.= BUILDING SETBACK LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R/W EASEMENT 5. THIS SURVEY IS PREPARE) FOR THE SOLE BE14EM OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. ESNT. N 89050'10" E 60.00' AD 01VCIA Tr.A Y (50' R/W) TRACT 'E" (PRIVATE INGRESS & EGRESS) REC. 1/2" I.R. #4596 wo O O O 0 O O 10 REC. 518" I.R. NO I.D. 0034 11 LOT 72 LOT 87 THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" ZONE_ "X" PANEL #120269 0065 E (04-17-95) J 3 7 IR11-1,,7t �; t0M X. GRUS�NMEYER, PIS. 1 4714 JAMES W. SCOTT, R.L.S 1 4801 JOSEPH E. WILLIAMSON, R.L.S j 6573 Aq BUILDING SETBACKS: SQUARE FOOTAGE CALCULATIONS REAR= Q�Ge PROPOSED = FINISHED SPOT GRADE ELEVATION 205 PER DRAINAGE PLANS SOD (SOD TO CURB): 3,829± SQUARE FEET SIDE= 7.5' -"-.= PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 461± SQUARE FEET STREET SIDE= 15' LOT GRADING TYPE A" SIDEWALK/APPROACH: 414± SQUARE FEET PROPOSED F.F. PER PLANS = 17.35' TOTAL LOT SQUARE FOOTAGE: 6,600± SQUARE FEET CRUSE,VAIEYER—SICOTT do ASSOC., INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P F = PLAT P.OA_ = POINT ON LINE = FIELD TYP. = TYPICAL NOTES: I.P. = IRON PIPE PRI. = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY LR. - POINT Oi COMPOUND CURVATURE = IRON ROD P.CrCONCRETE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT C.M. MONUMENT RAD. RAD. RADIAL SET I.R. 1/2' I.R. w/klB 4596 NR. = NON -RADIAL SECTION 472-027 FLOR104 STATUTES. REC.- RECOVERED M.P. = VI7NESS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. P.O.H. = POINT OF BEGINNING CALL. = CALCULATED J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.D.C. ff. = POINT OF COMMENCEMENT PRM =PERMANENT REFERENCE MONUMENT = CENTERLINE F.F. = FINISHED FLOOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. NLD = NAIL t DISK ILS L.= BUILDING SETBACK LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R/W = RIGHT -GF -WAY BN. = BENCHMARK 5. THIS SURVEY IS PREPARE) FOR THE SOLE BE14EM OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. ESNT. = EASEMENT B.H. =BASE HEARING 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. DRAIN. UTIL, DRAINAGE = UTIL]TT 7. BEARINGS, ARE BASED ASSUMED 04NM AND ON THE UNE SHOWN AS BASE BEARING (BB) CLFC, = CHAIN LINK FENCE 8. ELEVATIONS, IF SHOWN, ARE aASEC ON NATIONAL GEODETIC VERITCAL DATUM OF 1929" UNLESS OTHERWISE NOTED. WD'C/B =VOD➢ FENCE = CONCRETE BLOCK 9. CERTIFICATE OF AUTHORIZATION No. 4596. SCALE 1 20' 1 1 DRAWN BY: PC- P.C. P.T. = POINT OF CURVATURE = POINT TANGENCY CERTIFIED BY.. ATE ORDER No. DESC. R a DESCRIPTPT ION = RADIUS PLOT PLAN 03-01-07 609-07 D D LTgENG7H FORMBOARD FOUNDATION/ELEVS. 07-25-07 2594-07 C C.B. = CHORD CHORD BEARING NORTH = THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" ZONE_ "X" PANEL #120269 0065 E (04-17-95) J 3 7 IR11-1,,7t �; t0M X. GRUS�NMEYER, PIS. 1 4714 JAMES W. SCOTT, R.L.S 1 4801 JOSEPH E. WILLIAMSON, R.L.S j 6573 Z- L4',Ct -:Lj Z- SECTION 1 SCREENED ENCLOSURES Table 1.4 110 Allowable Post / 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 Hnriznntnls Fastened Tn PnstG With rlinq Hollow Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" T 6'-0" 1 7'-0" 8'-0" 1 Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 3" x 2" x 0.045" 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" x0.090" 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 T-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" Ib T-9" b 7'-1" ITI 6-7" b 6'-1" b 2" x 5"x 0.062" 17'-3" b 14'-10" 1 b 13--2" b 11'-11" b 11'-0" 1 b 1 10'-3" b 9'-7" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'4" 1 6'-0" 1 7'4" 1 8'-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 a. aecT1ons As mnriznnrals ra Gienen 1 n en%Ts 1 nrnnnn line InTn 1rrpw Kn-- 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" 1 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" b 1 5'-11" b 5'-6" b 5'-1" b 3" x 2" x 0.070" 11'-5" T-2" b 6'-8" b 9'-10" b 8'-8" b T-10"jb b 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" b T-10" 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" 7'-11" b 7' 4" b 6'-10" b 2" x 5" x 0.062" 19'-3" b 16'-7" b 14'-9" b 13'-5" 2'-4" b 11'-6" b 10'-9" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 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" Idl T-8" JbI 6'4" JbI 6'-0" 11b 1 5'-5" 1 b 1 4'-11" f b 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 1A. 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 1-84 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS 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 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 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL #8 x 9/16" TEK SCREWS BOTH SIDES TO CONCRETE W/ FASTENER V #8 x 9/16" TEK SCREWS BOTH (PER TABLE) WITHIN 6" OF SIDES EACH SIDE OF EACH POST @ 1" x 2-1/8" x 1" U -CHANNEL OR 24" O.C. MAX. RECEIVING CHANNEL MIN. 3-1/2" SLAB 2500 PSI ® ® CONC. 6 x 6 - 10 x 10 W.W.M. CONCRETE ANCHOR OR FIBER MESH q' a° (PER TABLE) VAPOR BARRIER UNDER ° 1-1/8" MIN. EMBEDMENT INTO CONCRETE CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 2 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@bellsouth.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 - SNAP OR SELF MATING BEAM ONLY SCREEN, ACRYLIC & VINYL ROOMS SCREW BOSSES SNAP OR SELF MATING BEAM ONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3" = V-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 O FOR 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 © COPYRIGHT2006 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 DOOR HINGE LOCATION 2 x 2 EXTRUSION 2 x 2 EXTRUSION HINGE LOCATION HINGE LOCATION 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@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-73