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Home My WebLink About3250 Retreat View CirOL, DVE-4 ��o DEC D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �' L 3 Documented Construction Value: $ ejtx) Vy Job Address: kW U Historic District: Yes ❑ No 111 Parcel ID: 3 0l -Iq- -?O - �'S A' 0000- 00ao Zoning: Description of Work: S In C0 O JU%w , Plan Review Contact Persson: 2Q5E Phone: q M -3(03 - q b 0 Fax: Title: 0_L*)er E-mail: -Mye r-trend(o) ff,(.�'h AAdA#Property Owner Information1'�Name r 117AS _ Phone: "1 - � t7& Street: &h1Xf V 11A Q C[Jl/C_b Resident of property? t445 City, State Zip: Contractor Information ' Name I r,l /�� T'C Phone:�-303_q�0 L-) Street: 6q04 LQ ihu(4 Fax: "O -33- 79 051 City, State Zip: Q.I ando , FL • ZZA State License No.: scc f; 11gg962 3 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: S No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: QUI Application is hereby made to obtain a p rmit 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 con truction in this jurisdiction. I understand that a separate permit must be secured for electrical work, pl imbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that #11 of the foregoing information is accurate and that all work will be done in compliance with all applicabl 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU MEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements f 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 ater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I.jvill notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. pec. yzol r w9(A - Ila -5- Ir MARGARET CIAJKO Notary Public - State o My Comm.. Expires Dec Commission M DD 9'. Bonded Through National Nt Owner/Agent is Personally Know to Produced 1 D V— Type of 1 D M. APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Florida i. 2013 5520 iry Assn. Id /,5/// ` ;'.nr p�so�� — IWARGARET CIAJKOWSKI t+; Notary Public - State of Florida '� My Comm. Expires Dec 6. 2013 %+ COmpilselon N DD 926520 Bonded rough National Notary Asan. Contractor/Agent is r Personally Kno7n-ib Me or Produced ID Type of ID UTILITIES: WASTE WATER: BUILDING: FIRE: SCPA HyperLiteWeb Parcel View: 32-19-30-5SP-0000-0020 PERMIT # CMft4d.101V Wn.CFA Parcel: 32-19-30-5SP-0000-0020 OlMa Owner: KLASS ANDRE IFAM SEa494OWCCLANrY FLOFtICA Property Address: 3250 RETREAT VIEW CIR SANFORD, FL 32771 < Back1 < Previous Pa7r7ceFill Next Parcel > j Reset Layout New Search Parcel: 32-19.30.55P-0000.0020 I Value Summary Property Address: 3250 RETREAT VIEW CIR Owner: KLASS ANDRE Mailing: 3250 RETREAT VIEW CIR SANFORD, FL 32771 Subdivision Name: RETREAT AT TWIN LAKES REPLAT Tax District: S1-SANFORD Exemptions: DOR Use Code: 0 1 03-TOWNHOME Al OREGON AVE �,. \7tc>x L (wfftrm� F Map AerialBoth Footprint E1Extents Center Dual Map View - External Tax Amount without SOH: $279 2011 Tax Bill Amount $279 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Page 1 of 2 http://www.scpafl-org/ParcelDetails.aspx?PID=32-19-30-5SP-0000-0020 12/5/2011 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Number of 1 0 Buildings Depreciated 583,634 Bldg Value Depreciated EXFT Value Land Value 514,000 5)4,000 (Market) Land Value Ag lust/Market S97,634 S114,000 Value •• Portability Adj Save Our Homes SO s0 Adj Amendment 1 SO SO Adj Assessed Value 597,634 S14,0001 Tax Amount without SOH: $279 2011 Tax Bill Amount $279 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Page 1 of 2 http://www.scpafl-org/ParcelDetails.aspx?PID=32-19-30-5SP-0000-0020 12/5/2011 M4 "k b. -I M. 0A.".. MZAM 018cn07 3634M ►m 407J(9-79" —1b JF�rtr�4'ti6n w Lennar 3250 Retreat View Circle Sanford, FL 32771 Twin Lakes Townbome Screen Inserts at Rear Lanai 81511 1-31-1 91 8/511 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Refereced by: __ JJ L �f r F.B.C. 2002.4.1 & Homeowner: ,AOdt , k(04� Designer: 9406eJU(10' F.R.C. 8301.2.1.1.1 Site Address: Wind Zone:9h Exposure: B Ec Builder: e n • License #: �cc 3 r 993 Overall Dimensions: Length:ft) Width-:- q(ft) Structure is attaching to: Height @ Attachment:�D (ft) Attaching to: Concrete_ Lumber Other Overall Height 5 eft) Walls Supporting Guard Rail A) Select Girt : (T bl 30 Load Width: 1k I B) Select Column: (Mable 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rail A) Select Girt : (TP)e 304_,page, Load Width: Span B) Select Column: (Table 304_.page3 L(P) Load Width: Span g'$ v axa Chapter 3 - Screened Walls & Balconies S31Y1d d01'8 W01109 SS311HEOW TRIM - NddS J.SOd 1HDI3H 11VM W �`�.,♦ Urn �`p `:� :. a 3arLDM S LSOH •.; ��. \ Lu co Lu P N ♦��,`` Z\ V M O O z .,<.,` Q o, a 3: ui ;, ,,` ,�� a .`...' U) + ♦ O Z \10\ ♦''• _ C J .♦ /y LL Z� cc CMZ `�Q'�♦ Lf ♦`�.`•� ♦ `. :0 Q Q w „CD "� O ♦ ` > oil v) ♦� P14vPZ ~i� Cie a �z Wz3 co a� uj O g �'` ��♦ O a uJ x Zp 2z0CD �:.♦` ` ♦ F... o\ Z o� ; LLl XJ W �4M �_Ce Z W W U Sawn LsoH Page 3 - 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 W �`�.,♦ Urn �`p `:� :. a Chapter 3 - Screened Walls & Balconies NOTE #1: USE 1/."0 X 3" LONG LAGS INTO WOOD HOST AND IWO X 2'A" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 2" ADDITIONAL GIRTS SHALL BE ADDED TO UNTAIN A MAXIMUM VERTICAL SPACING IR HORIZONTALS OF 96" POSTS SIZED PER TABLE 304 BY WIND ZONE AIR RAIL (GIRT) - SELECT BY NO ZONE FROM TABLE 301 OR 304 POSTS SIZED PER TABLE ;;��304 BY WIND ZONE IGCKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2'08 SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS 1" EMBEDMENT @ 24" O.C. TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 \ \ HOST STRUCTURE ELEMENTS O O 1"12" OB @ PERIMETER FASTEN PER NOTE #1 uiFASTEN ce POST END PER DETAIL C1 OR > C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 2" ADDITIONAL GIRTS SHALL BE ADDED TO UNTAIN A MAXIMUM VERTICAL SPACING IR HORIZONTALS OF 96" POSTS SIZED PER TABLE 304 BY WIND ZONE AIR RAIL (GIRT) - SELECT BY NO ZONE FROM TABLE 301 OR 304 POSTS SIZED PER TABLE ;;��304 BY WIND ZONE IGCKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2'08 SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS 1" EMBEDMENT @ 24" O.C. TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN SIZE COLUMN PER TABLE 302 OR 304 2"X2"X1/8" ANGLE EACH SIDE - 3/8" DIA CONCRETE ANCHOR W/Y' EMBEDMENT (MIN.) (TYPICAL) SCREEN (OR KICKPLATE) 2 EACH #14 SMS EACH SIDE (1" O.C. MIN.) 2" MINIMUM COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 LOAD CONDITION #1 NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) COLUMN SIZE TO BE DETERMINED BY TABLE 302 WHEN POSTS MUST SUPPORT GUARDRAIL AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES 3) WHEN POSTS SUPPORT HANDRAIL/GUARDRAIL FASTEN ENDS FOR DETAIL C2/3 20 -COLUMN SHOWN (MINIMUM SIZE COLUMN FOR LOAD CONDITION #2) PER TABLE 302 OR 304 kSTEN POST TO CONCRETE WITH 2" X 2" X 1/8" THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" EMBEDMENT (MIN.)(1YPICAL EACH SIDE OF POST) SCREEN FASTEN SOLE TO POST USING 2 EACH 10 SMS FROM SOLE INTO INTERNAL SCREW S NES OF POST (OR, FROM POST INTO SOLE PLA ; OR, WITH 1" X 1" X 1/16" ANGLE 2" LONG AN 2 EACH #8 SMS INTO EACH MEMBER 2" MINIMUM N1. : 7. . COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 LOAD CONDITION #2 �3 ! FOR ALL POSTS SUPPORTING HANDRAIL/GUARDRAIL AND .ACCORDING TO TABLE 304 WHEN POSTS SUPPORT SCR Y AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 3 - Screened Walls & Balconies Yr -+-i li X 2 OB @ PERIMETER t . I REFER TO NOTE #1 -THIS SHEET :� i I ! PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8 (Max) O.C. H : OR, VV" SQUARE (ISN* 13) tZ AT 4-5/8" (MAX) O.C. (SEE ' , FASTENING NOTE BELOW) c~/1 J i ' ! 1" X 1" X 1/16" ANGLES 2"iLONG;WITH in W /-�— 2t#B X 1/2" LONG S.M.S. AT SACH LEG _ I TYPICAL EACH SIDE, TOP & QPTTOM) HOST STRUCTURE ELEMENTS CONNECTION WITH EXPOSED FASTENERS cwc )I W to w ; W •HOST•STRUCtURE JELEMENTS I V. . i} X 2 OB @ PERIMETER REFER TO NOTE #1 - THIS ISHEET I# 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB If�'TO ! SCREW SPLINES OF,1,2 OB ! (1" EMBEDMENT MITIMUJ) REFER TO NOTEI !,' I #1 - THIS SHEET E. ' is CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1X2 TO 1X2 CON PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, I EACH END FOR i6- PICKET. NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1A"0 X 214" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OP EACH PERPENDICULAR MEMBER PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, -%" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 1" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH #10 S.M.S. 1" EMBEDMENT NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. C3 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 z W J W w D cc G O Z N H z W w J w w Ce H U D w H O Chapter 3 - Screened Walls & Balconies HOST STRUCTURE ELEMENTS L :•..ar .ee�oucs.�n�:cra:aoxs — r 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) ;F �t d REFER TO NOTE #I - THIS SHEET Y _. •% 1 X 2 OB @ PERIMETEF(- CONNECTION WITH EXPOSED FASTENERS NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/." LONG HOST STRUCTURE. ELEMENTS CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" ' OF EACH PERPENDICULAR MEMBER .....�........�..,.�..d REFER TO NOTE #1 - THIS SHEET f 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 - X 2 OB (1" EMBEDMENT MINIMUM.) U ` f REFER TO NOTE #I - THIS SHEET V} 1 X 2 OB @ PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Chapter 3 - Screened Walls & Balconies HOST STRUCTURE ELEMENTS lE 2"X2"XI/B"ANGLE EACH SIDE /— W/ 2 EACH # 14 S.M.S. NOTE #1: TYPICAL PERIMETER IX2 FASTENING TO HOST - USE 1/4*0 X 3" LONG LAGS INTO WOOD HOST AND'/."0 X 21/4" LONG CONCRETE SCREWS INTO SELECT COLUMN AND POST END CONCRETE OR MASONRY CONSTRUCTION (I" FASTENING CONDITION PER TABLE EMBEDMENT TYPICAL)/ SPACING 24- O.C. AND 302 / 304 BY WIND ZONE WrrH1IN 8" OF EACH SIDE OF EACH POST POST END TO HOST FASTENING (PARTIAL ELEVATION @ SCREEN FACE) NOTE; IN SCREEN WALLS WITHOUT PICKETS MAY BE I- SQUARE (ISN# 5) GUARDRAILS, PICKETS NOT PRESENT. ALL AT 4-7/8" (Max) O.C. OR, 44' SQUARE OTHER ATTRIBUTES OF DETAILS APPLY (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE 1. FASTENING NOTE BELOW) r j4�.j liw7 SELECT COLUMN AND POST iEND', I FASTENING CONDMONiPER TABLE 302 / 304 BY WIND ZDIKE X 2" X 1/8" ANGLE EACH SIDE vv/ 2 EACH #14 S.MjS. XiSCREEN / -0 CONCRETE A�CNO: B It W/2" MIN. fMBEDMENT(FOR PNDMON 1) .2RCH 11:10 SMS X 1-1/j- PG INTO SOLE PLATiE w 00 LE PLATE E < 2500'PS1 ON . dRETE' 114. DIA.' APPROVED CONCRETE ANCHORS 'CCD 24-p'C. .-ANOWS' "0F'C`ON'NE-6iIiq WINO MEMBERS (Z:' EMBEO14ENT TYPICAL) POST TO FOUNDATION FASTENING (PARTIAL ELEVATION @ SCREEN FACE) PICKFT FASTENING:JOSMSOYI'EMBEDMENT INTO PICKET SCREW W(S), 2 EACH END FOR I' PICKET, I EACH END FOR 4' PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 i� T C) C= v M --1 O c 3 z c 3 z c O z z G) x z by 7v 0 0 V Q N ALLOWABLE Extrusion SPANS in (Table apples In Roasts and Chaff- Rags (Mabmurn Girt Spacing = 7 It o.c. vertically) Abv: 6005T5 or 6061T6 I Not Supporting Roofs or Guardrails Table 304 c FOR 120 mph Wind Zone Screen Mesh: 18/14 Int Load/Design Pressure = 13.2 pst Exposure 8 Post SDacina / Load Width Extrusion 4' 0" - ; 4 � ,,�° __i 5'-6.. - _V-01' --6�-&�.. �1-0" -- 71-6" - _ - -- — ------ 2X2X.046" HobW 7'-0" (1) i 6'-8" ( - 5'-11" (1) 5'-9" _ (1) 5'-6" (1) 5'-4" (1) 5'-2" (1) -$�-0„ 4'-11" (1) Ser -Mating Snap 7'-11" (1) 7'-6" (1)y 1" 6'-9" (1) 6'-6" (1) 6'-3" (1) 6'-0" (1) 5'_10" (1) (1) --2X2X.046" -. 3X2X.050 Holbw * Hobw 7'-0" (1) 6-7" 9'-6" (1) - 8'-11" (1) , T-11" (1) 6'-3 (1) (1) 8'-6" (- 1) • (1) 9'-S" (1) 8' ( 5'-9" 7'-9" 8'-7" (1) (1) (1) ' S'-6" -7'_5" 8'-3" (1) (1) - (1) 5'-4" (1) 7'-2" (1) 7'-11" (1) 5'-2" 6'-11" 7',8" (1) (1) (1) _5'-8" 4-11" (1) -6_9" (1) 7'-6" (1) _--2X3X_050" 2X3X.046" Ser -Mating Snap_ 2X4X.050" Hobw _10'-7" 11'-10" 1 11'-2" 1 -10'-7" 1 1 — 1 9'4" 1 8'-11" 1 8'-8" 1 8'-5" 1 9-5 (1) 9-2 (1) 2X0.046 Self -Mating Snap 12-11 (1) 12-3 (1) . 11-T (1) 11-1 1) ; 10-2 (1) 9-9 (1) 2X4 Sef-Mating Beam 10'-6" (1) 9'-11" (1) 9'-5" (1) 8'-11" (1) 8'-7' i) 8'-3" (1) 7-11" (1) 7'-8" (1) 7'-5'(1) 2X5 Self -Mating Beam 13'-3" (1) 12'-6" (1) 11'-11" (1) 11'-4" (1) !101W" (1) " (1) 10'-0" (1) 9-8" (1) 9'-5" (1) _ 2X6 5ef-Mating Beam_ _2X7 Set -Mating Beam - -- acing Beam -- 2X8 Ser -Mating Beam - 14'-10" (1) 14'4" 19'-3"(2),18'-2'(2)[17'-3"(2)116!-5"(2) ----.._..— 29'-3" (2) j 27'-6' (1) (2) 13'-4" (1) 112'-8" (1) 12'-2" (1) 15'-9" (2 --- 26'-2" (2) 24'-11" (2) 23'-10" '-8" (2) 11'-3" (2) 15'-i" ( 4'-7" (2) —• -- 10'-10" (2); -1" (2) 10'-6" (2) 13'-T' (2) ---• 3 3" Side paralel to screen surface U� N U r 00 [Tabular Value in paranthesis indicates Load Condtio r Post End Fastening Detail] n tto�i D _W o th � Qo 3; 8 ao n �C CL C 3 N c aha 0 0 �o ADDRESS: BOUNDARY & AS -BUILT SURVEY 03250 RETREAT VIEW CIRCLE SANFORD FLORIDA 32771 DESCRIPTION: (AS FURNISHED) LOT 2, RETREAT AT TWIN LAKES REPLAT FOR THE BENEFIT AND AS RECORDED IN PLAT BOOK 69, PAGES 14-20 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. EXCLUSIVE USE OF: ANDRE KLASS OREGON AVENUE NORTH AMERICAN TITLE COMPANY . u NORTH AMERICAN TITLE INSURANCE COMPANY 21.33 5 IL UNIVERSAL AMERICAN MORTGAGE COMPANY, LLC POINT ON PLAT ss REFERENCE BEARING _ EASEMENT ;� BOUNDARY WALL IS S89'43 21 E WALL IS �6• --------------------- 5.4 _S. -----------r---------r --------r----------------- -- — _- _ i 4546' 21.33 , 21,33 1 21.33 1 35.25 I t RICK WA I 1 I I I —_____ __________ __________i_ ------___J-- _--_--__L___-_---_-_- / 1 1 1 1 I LOT 2 LOT 3 " THERE MAY BE ADDITIONAL IMPROVEMENTS OR DELETIONS IG �I -*,P 1893 SO.FT.t ;� ;� ;� 1" - 30' TO THE DRAWING SHOWN HEREON A L IMPROVEMENTS , el // 1893 SO.FT.t Im Im I� I 1� GRAPHIC SCALE SHOWN WERE LOCATED ON 02-2-11 : 3.A/C 1 I I I 1m ----------------- I / A/C I 1 I 1 Il0 p 15 30 NOTE: 1. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-22-11, UNLESS OTHERWISE SHOWN. 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. ALL DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 6. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCHMARK #5124101 NGVD29 ELEVATION= 69.66 7 7. THE FINISHED FLOOR ELEVATION OF THE STRUCTURE LOCATED AT THE ABOVE LOCATION LEGAL DESCRIPTION, MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 18. SEC. 18-4-(A). I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 F DATED 09/28/07 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, OUTSIDE 100 YEAR FLOOD PLANE. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ON THE NORTHERLY LINE OF LOTS AS BEING S89'43'21'E. PER PLAT. (FIELD, DATE:) 12-02-10 SCALE:—I' = 30 FEET APPROVED BY: JS JOB N0. 0030212 LOT 2 DRAWN BY: CERTS 10-14-2011 RP FINAL 02-22-11/CC FOUNDATION 12-16-10 CC 1OI ' f OVERE r1Q c � AC I ' LOT 1 ❑ PATIO. 21.3'LOT 4 s 1 3863 SO.FT.i LOT 5' LOT 6 LOT 7 W I( W i L4.1 C) i 1893 SO.FT.1 i i 3 W I TWO STORY i ! 1893 SO.FT.t ; 1141 SO.FT.3 bAO CO ONCRETE BLO 3 y1 W < I I I 1 1 <y1 1 W , inC-J < t WOOD FRAME r Ln C6 i i i i zW i Wi �I 3 a RESIOENCE ¢ Q t 3 I H 1 .N 1; 13 13: 1 13 (n P � ,QjFlNISH FLOOR 0.0 • � I. I I• I oZ I' W c , 0 1 �O� LEVATION.67. In I� Isi 1 cJ In L1 W 1 000 d O �aV� = 1 VEN IP IP IP I IP x , O 7_3' CORED _ g � N89'57'34w_ i z ENTRY ;" ;� N89'43'21 "w b r, " 21.33' Z f5 14.0: 01 ____-- - ----------- _ L ---------- J_ L__ -.1 /%// 3.r B/W BRI i i 1Q RIVEWAY I I 1 1 X89'4 P 6�0 f� 13.9' I I 1 1 I}dQ6.i11�EW 81 O \ - _0— - Ll 21.33' ' 21.33' 1 1 1 1 0n[ f3�iL0�� j 5�POiCES ZI 18.;0'--- -1-21.33--�--- 35.54' IAii tl�C�R�- WALK Is . >...`s wA1.9LK�is - — - - �G A:j-0 DEIIELOPIdI21 CBZN44 So'26-w I CENTERUNE OF 2' CURB - ar APP$OYEO� _ RICNT OF WAY 20.00' 77.01' 500�6'39W 211.44 _ OAS PI N8943'21'W 288.45' 1 FOUNDATION 12-06-10 CC REVISED SULNN6 11-12-10 JIIL REVISED EASEMENT 9-24-10 AIL PLOT PLAN 4-6-10 AAL A5M AMERICAN SUF2\/EYING & MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE. SUITE B WINTER PARK. FLORIDA 32789 (407) 426-7979 . WWW. AMERICANSURVEYINCANDMAPPINC.COM RETREAT VIEW CIRCLE TRACT "E" OO ROD AND CAP LLBBT16393'RON 40' RIGHT OF WAY Q L AND DISC LEGEND ,N6D393 CENTERLINE FOUND t 2 IRON ROD AND CAP O LB /6391 - — — RICHT OF WAY UNE a DELTA ANGLE DUSTING ELEVATION (P) PER PLAT A/C AIR CONDITIONER PC PCC POINT OF CURVATURE POINT OF COMPOUND CURVE O CONCRETE® BRICK PCP PERMANENT CONTROL POINT PNT OF C CHORD LENGTH PK PARKER KALONCnOH C.B. CHORD BEARING POC POINT ON CURVE CBw CONCRETE BLOCK WALL POL POINT ON UNE CNA CORNER NOT ACCESSIBLE PRC POINT OF REVERSE CURVATURE CP CONCRETE PAD PRM PERMANENT REFERENCE MONUMENT CS CONCRETE SLAB PSM PROFESSIONAL SURVEYOR AND MAPPER B/W BRICK WALK PT POINT OF TANGENCY F. E.M. A. FEDERAL EMERGENCY MANAGEMENT AGENCY R RADIUS F.I.R.M. FLOOD INSURANCE RATE MAP RP RADIUS POINT ID IDENTIFICATION S/W SIDEWALK L ARC LENGTH TYP TYPICAL LB LICENSED BUSINESS UPUTILITY PAD LS LICENSED SURVEYOR L.M.E. LAKE MAINTENANCE EASEMENT (M) . MEASURED P.U.E. PUBLIC UTILITY EASEMENT OHU OVERHEAD UTILITY LINE L.C.U.E. LEE COUNTY UTILITY EASEMENT THIS BOUNDARY SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND P.iE ORIGINAL RAISED SEAL OF' A FLORIDA IJCEr:SED SURVEYC4 AND MAPPER. . FOR THE 10-14-2011 FIRM JAMES W. BOLEMAN PSM #6485 DATE LENNAIT Lennar - Central Florida 15550 Lightwave Drive, #210 Clearwater FL 33760 USA Tel: (800) 698-1929 Homeowner Service Request Source:Phone Type:Standard Warranty Date Printed: 12/01/201101:42 PM Fax: (727) 479-1737 Community: Twin LakesTH Phase: 10 Tract: Blodc/Bldg/Unit: // Homesite: 7054600002 Plan: Kingston Unit D Interior Elev: Al Plan#: 705460.1210 Homesite Address: 3250 Retreat View Circle, Sanford 32771 FL lob*: 7054600002 Owner(s): Andre Klass COE: 10/26/2011 Basic Exp: 10/26/2012 Office Phone: Email: andreklass@cfl.rr.com Home Phone: Preferred Phone: +1407 4167626 Cell Phone: +1407 4167626 Co-Buyer(s): Request #: I Received: I Service Rep: I Appointment: I Req Comp: 486550-784809924 112/01/201101:40 PM 1 Mike Cartledge I 1 Request Notes: See letter in attachments Item#: I Room: 1 Item Description: i Appointment: I Appt Duration: 1 SubContractor: I Item Completed: Urgency: Homeowner Desc: Trade Partner Comments: Resolution: 1 I I Pools -Lanais General I I I I open a ticket for Mike to Install screen endosure. AS per Anthony Desimone , Work Completed By(TLC Manager) Date Satisfactorily Completed (Adorowledged by Homeowner) Date