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HomeMy WebLinkAbout157 Adoncia WayCITY OF SANFORD PERMIT APPLICATION Permit # : ' Date: % — 12 —0 T .rob Address: -b o C i A k1JY 54 Al hQ U, F 3 2-,f l Description of Work: C m amu. e L.., &,a I Historic District: Zoning: Value of Work: $ 10c. 00 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared H:_ A �^ (Attach Proof of Ownership & Legal Description) Owners Name & Address: L E' N AI l7 HOMES LIG 101 S DGS ! V1 -,4A1 /J 200 Phone: Contractor Name & Address: S l L V F g i R E AI D sw4, 4 Xx E Wa RS % pR/ de _Q R L DO 0 FL ,32 A / 5 _Sate License N,/umber: .SGC /3 %1 y f X6'3 Pboue&Fax: 407—k3— `9gen�-7rog Contact Person: Taste 34—tI la Phone: Bonding Company: 0 Address: _ Mortgage Lender: Address: Architect/Engineer Phone: Address: Fax: 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 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 ag N Acceptance of permit is verification that I will notify the owner of the property of the rryui of Florida len Law, FS 713 3Qo Signature of Owner/Agent Date a of Contractor/Agent Date W N0^' = i;.. Z Print Owner/Agent's Name Print n 7/Ant's a p UJ x LL Signature of Notary -State of Florida Date Signq! a of Notary -State of Florida Date Owner/Agent is _Personalty Known to Me or Contractor/Agent is V Personalty Known to Me or %y� r g _ Produced ID Produced ID Sty APPLICATION APPROVED BY: 1C(1 r " ` ` 6 Zoning:` Utilities: FD: itial &Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: � 1X1kv17 AUTHORIZATION LETTER < wl Z^e / Cr l'� ��✓� ,authorize Ja;ros lQ., �0SAr to sign for me in order to obtain permit(s) under my license # SCC/3//4f 9�(, S �a�e aim in then This authorization letter is valid for the job located at IS -7 AL4,c(k aA 4'.1/32.7 Of If'1 have initialed here authorization is not limited to a specific address. This Power of Attorney must be revoked & writing Signed rte- � Printed Name <lo�ri �U�Io fl✓, STATE OF FLORIDA The forego. g instrument was acknowled db fore me this _ /Z Da of .Se cu m , 20.0 by Joie u o 11 r:�✓x , who is erson II�'know�ntm r who hasproduced a as identifiwho did not take an oath. Signature Printed Name Jam. ros/V/<<J]lw �p1�1Y°�a� JAROSLAW ZIELINSKI -MY COMMISSION # DD571429 I�Fpi I�� EXPIRES: July5,2010 (407) 398-0153 Florida NoWy Service.com Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAviD . aHmsomt CFA. ASA P'.RUPERTY APPRAISER SEMINOLE COUNTY FL 1101 E. FIRST s -r SAMFORD FL32771-146B 407-665-7546 1c4I 1cU` 1L?fj I Iri-, 1crai 1%4 11101 111 TF k,ZT E 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL a? ,M3# ,YJ a ; 81 --fl fit i•� ?d ?S ?t r,, � ;:+ TF k,ZT E LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 38,500.00 $38,500 LOT 81 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 JusUMarket value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=2919315... 9/12/2007 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 29-19-31-502-0000-0810 Depreciated Bldg Value: $0 Owner: LENNAR HOMES LLC Depreciated EXFT Value: $0 Mailing Address: 101 SOUTHHALL LN #200 Land Value (Market): $38,500 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 157 ADONCIA WAY SANFORD 32771 Just/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 2007 Notice 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 VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 38,500.00 $38,500 LOT 81 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 JusUMarket value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=2919315... 9/12/2007 4 is lMt ,r8 Permit #: Project Name: 07-3173 Install two screen walls at existing lanai Address: 157 Adoncia W Plans Reviewed By: Richard Denman 10/16/2007 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 # DATE: �� 91 City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.330.5656 Fax: 407.328.3859 PLAN REVIEW RESPONSE Date: November 09, 2007 Contact Person: Jose Julio DeSilva Contact Phone Number: 407-363-9800 Contact Fax Number: 407-363-7909 Contact E-mail Address: Reference Application Number: 07-3173 Project Description: Screen Enclosure Job Address: 157 Adoncia Way The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 The framing plan submitted is missing extrusion size and dimensions that are required for Plans Review and Inspection purposes. S-2 What size kick plate is to be installed? S-3 Several Bennett details are missing. S-4 You have not indicated upright heights & spans on Table 1.4. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 330.5656 or fax to (407) 328.3859. You may also contact me by E-mail at denmanr@ci.sanford.fl.us. Sincerely, Gy� Richard. R. Denman Plans Examiner / Building Inspector -1- hp LaserJet 3015 HP LASERJET FAX Oct -9-2007 3:07PM Fax Call Report E4j, (9) i n v e n t Job Date Time Type Identification Duration Pages Result 538 10/ 9/2007 3:06:20PM Send 94073637909 0:51 1 OK m 0 NBERGtASS SNINGIFS R R R �.uxfD.¢1Froo4 .pA55gK1 � CnNxF, .4tND.b /,'pIMDk W1l SHALL BE R19f 6 FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EOUNALENT SYSTEM PER F.R.B.C. AS LISTED SECTION .z. VENTING REQUIRE NUMBER OF 4'-0* LOCATION SQUARE INCHES (MIN) OFF -RIDGE VENTS GARAGE. 97 1 ROOF MAIN ROOF 480 A REAR ELEVATION -ALL- suu[: i//A• - ro• GN 11• x 38• Ue' . V*' ON SI• x IT• 8080 S.G.D. ffgglj w 'f eL,7 ag6 wrE: ,ns as UU/IZ/ZUVI lj:uo I" Ax lih 001/001 ; rj�, I Olkl A. IFURIN 1 F 1 1 int 8 1. CP. PY NORT;-,, tj�� reo,.rdod 'n Plot -7 1: lfleccv& of Sen-iinoie G,,qr,!.y, Florida. 80b7NDARY FOR./ ,,"fs'R'T'IFTED TO: Len.ncr Homes- ,nc. T10,11, 79 11,131" 80 LOT 7a N 89050'410" E 60.00' LOT 81 N 89050 10"' E 60.00' Ifi LOT 77 LOT 8,? VA A D ONCIA )Y,. I (50' k/W) TRACT P "E iPRIVATE iNGRESS & EGRESS) N[7� 25' SQUARE FOOTAGE CALCUL MOATS !Pf)S-PD F`N; HE,) GMADE ELENA f, C,RALNAGE PLANS' 500 (SOD TO CURB); 3,829-' SQUARE FEET SIDE ORA114AG" FLOWTRU7 Si; DRIVE Sc& L WALKWAY: 461 SO FEET SIDEWALK/APPROACH: L'O'T G-KAUING rPE 414 SO(IAPE 97..01-,1 SSI) PFP% PLANS 17-43*. !'OTA;. L OT C;QI)AI?,r �-OQT A(;E�� 6'e.Q0.± SQUARt FrET ---,.S, CO TT & A,5'SO Cl, LIVC. -- LAND F[ITR T"A,.y 1 5,400E COLONIAL 0;-. CRIAh-00. FL. 32807 (4(37)--277-3232 FAX (407) --,r)8—iJ3.'5 7 111 .1.1. t I.F kFVCRSE CURVAl-UP; 24.7 T L4 FORMBOARD FOUNDATION FOP Or rORMS 17.43' 101% 0, 18.7' -- 10.00. 25.00' 25.00' 10' UTILITY EASEMENT N 89050 10"' E 60.00' Ifi LOT 77 LOT 8,? VA A D ONCIA )Y,. I (50' k/W) TRACT P "E iPRIVATE iNGRESS & EGRESS) N[7� 25' SQUARE FOOTAGE CALCUL MOATS !Pf)S-PD F`N; HE,) GMADE ELENA f, C,RALNAGE PLANS' 500 (SOD TO CURB); 3,829-' SQUARE FEET SIDE ORA114AG" FLOWTRU7 Si; DRIVE Sc& L WALKWAY: 461 SO FEET SIDEWALK/APPROACH: L'O'T G-KAUING rPE 414 SO(IAPE 97..01-,1 SSI) PFP% PLANS 17-43*. !'OTA;. L OT C;QI)AI?,r �-OQT A(;E�� 6'e.Q0.± SQUARt FrET ---,.S, CO TT & A,5'SO Cl, LIVC. -- LAND F[ITR T"A,.y 1 5,400E COLONIAL 0;-. CRIAh-00. FL. 32807 (4(37)--277-3232 FAX (407) --,r)8—iJ3.'5 7 111 .1.1. t I.F kFVCRSE CURVAl-UP; 027 T,;A� AFFEZ:� U. 4. c FD.w sOLP or ANDMW �O ULw- USE -1 OV,577 0 E44J.Ons, IF c"i viv. P L AUTMORIZA TIDN' N, tfm . . ....... ... A. PLC", PLAN �11-2-06 L 282 - FO;M?.r? `IC!'; FOO - 00 LIE I V.Y ihf X GRtE-,jN'A4E-Y'ER, 4714 n "'AluEs wa SCO�,), 48C I w:Rmoa ?.i. PERRY JR,, 62C2 Zvev- 1� _ RST _ 0 R L X,1Vb 0' AFL, _ 3Z8l' L.i eeus� # SCG 13 0�9 T 2 x 2 SCREENED ENCLOSURES SECTION 1 MON 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@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. on. 1-73 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 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 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 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 © COPYRIGHT 2006 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" = V-0" OFOR 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) 767.65% 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. SECTION 1 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 Horizontals Fastened Tn Pnsts with elle 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 AllowableHeight-"H-br Span "L" / bending (b), deflection (d) 9'-0-- '-0"Allowable 2" x 2" x 0.044" T-5" d 6'-5" b 5'-8" b 5'-1" b 4'-8" b 4'-3" b 3'-11" b 2" x 2" x 0.050" 7'-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 7'-10" d 7'-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 7'-9" b 7'-0" b 6'-5" b 5'-11" b 5'-7" b 2" x 3" x 0.045" 8'-4" d 7'-7" d ._7'_9"-- -d 6'-11" d 6'-5" d 5'-11" b 5'-6" b 2" x 4" x 0.050" E 11'-2" b g'-7" bi 8'-6" 6 7-77 b 7'-T' b 6'-7" b 6'-l" b 2" x`5" x 0.062"- - - ' 17'-3" b 14'-10" b 1 T-2" b 1 1'-11" b 1 11'-0" b 10'-3" b 9'-7" 1 b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'4" 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" 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 In 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" b 5'-11" b 5'-6" b 5'-1" b 3" x 2" x 0.070" 11'-5" b 9'-10" b 8'-8" b 7'-10" b 7'-2" b 6'-8" b 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" b 7'-10" b 7'-2" b 6'-8" b 6-2" b 2" x 4" x 0.050" 1 12'-6" b 10'-9" b 9'-6" b 8'-7" b T-11" b 7'-4" b 6'-10" b 2" x 5" x 0.062" 1 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 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 8'-10" 1 d 1 7'-8" b 6'-9" 1 b 1 6-0" 1 b 1 5'-5" 1 b 1 4'-11" b 1 4'-7" 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 gins 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, FI 32121 Telephone #. (386) 767-4774 Fax #. (386) 767-6556 Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 1.84 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E. September 4,2007 Sanford Building Dept. 300 N. Park Ave. Sanford, Fla. 32772 Re: Contractor Change I, Karen Schultz, would like to accept these permits and use my license number for them. LOT PERMIT# 101 07-2461 102 07-2457 103 07-2459 104 07-2458 105 07-2456 109 07-585 110 07-586 111 /7 97-591 Karen Schultz License Number CRC058530 seal ROBIN R. JAMES .�MY COMMISSION # DI) 383095 , 0XPIRES; JJhuaN 3, 2009 66nded Thm N61AN public Uhdorwrltara ADDRESS 120 Adoncia Way✓ 124 Adoncia Way &- 128 128 Adoncia Way✓ 132 Adoncia Way ✓ 136 Adoncia Way 152 Adoncia Way..- 156 ay✓156 Adoncia Way✓ 160 Adoncia way ✓ The foregoing instrument was Acknovyedged before me this day of 2007, by Karen Schultz who is pers nally known to me. f Nota Public - Robin P. mes August 30,2007 Sanford Building Dept. 300 North Park Ave. Sanford, Florida 32772 Re:, Contractor change I, Karen Schultz, would like to accept these permits and use my License number for these pi permits. LOT Permit # Address 61 07-1455 513 Bella Rosa Circle 62 07-1416 517 Bella Rosa Circle 81 07-1098 157 Adoncia Way 83 07-1226 149 Adoncia Way 84 07-1412 145 Adoncia Way 85 07-1415 141 Adoncia Way 86 07-1697 137 Adoncia Way 87 07-1696 133 Adoncia Way 88 07-1695 129 Adoncia Way 106 07-1694 140 Adoncia Way 107 07-1227 144 Adoncia Way 108 07-1413 148 Adoncia Way 07-589 217 Bella Rosa Circle wll� Karen SkiXi License Number CRC058530 �y'o sea"�f BIN P. JAMES f My CC1MP11s51oN * 00 03995 ..; :,a;(ltk5: January 3, ��' �CV��'�C1 Tiril Ndl�ry �uY�liC Unde,wdters The foregoing instrument wa ac before me this ay o by Karen Schultz who is pers known to me. r r ¢6fary Public /� Ac# 3 0 4 6 0 0 6 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L07012402752 - LICENSE NBR 01/24/20071060472052 CRC058530 The RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2008 SCHULTZ, KAREN MARIE LENNAR HOMES LLC 700 NW 107 AVENUE MIAMI FL 33172 CHARLIE CRIST HOLLY BENSON GOVERNOR „ ��,,, „��� -11. -Al SECRETARY