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1315 Berkman Cir - BR08-002627 (Screen Inserts) DocumentsCITY OF SANFORD PERMIT APPLICATION R ?IVED Application #: 0 a Submittal Date: / Job Address: /1 Ll Value of Work: $ nrt li Parcel [D' a " b /T l g "01700 —339 a Zoning: Historic District: Description of Work: ................... SquareFootage: Permit Type: • Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign 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 Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): of Stories: # of Dwelling,Units:• Flood Zone: (FEMA form required ) o Construction Type: •n •••••••••••• ••••••••. 0/..................... Contractor ( G• P r!°Z • ' 101)710 0-1 • e6lg_l i C Property Owner: ,J/E?j Address: ` 7 % Vln )a4d L f 1 e d Address: y II c P, 3 3 E-mail: d f State License lumber : .5 d ! Phone. 0 7S f U ' Bonding Company: Mortgage Lender: . Address: Address: s Phone: Arch itect/Engineer: ` Fax: Address: Pone: , J IFax`(1' 3`U S E-mail:e'GF`Pl Z(Y1LiivLrO Plan Review Contact Person: /// / (/t l 7 he— 11S0l1`l (IL' Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, 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 IMPROVEMENTSTOYOURPROPERTY. A NOTICE 'OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. 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 thiscounty, 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 ofTspiaalt. r1yo f e re uirements of Florida LienLaw, 713. Date ontractor/AgeSignature ofOwner/Agent pp Print Con actor/Age is a e i f Print Owner/Agent's Name 1[ I Signature of Notary -State of Florida Date S na4: o'FO)Ipl ofarlette R Mosley r or D e My Commission DD672921 Expires 07/06/2011 Owner/ Agent is _Personally Known to Me or Contractor/Agent is ` Perso rt l n Me or P_ Produced ( D Produced ID Q• O ENG: BLDG` . APPROVALS: ZONING: • V' UTIL: FD: Special Conditions: Rev 07.07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ss ;; u FTM s DAVID JOHNSON. CFA. ASA PROPERTY APPRAISER N - 0 ,- LLLu OZ- 1r[ i s" Ll IX ena. SEMINOLECOUNTY IL. T. 1101 E. FIRST sT zz SANFORD, FL 32771-1468 407-665- 7506 SI G I NAW DR VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Cost/Market CosVMarket GENERAL Numberof Buildings 0 0 Parcel Id: 28-19-30-519-0000-3390 Depreciated Bldg Value 0 0 Owner: PULTEHOMECORPDepreciatedEXFT Value 0 0 Mailing Address: 4901 VINELAND RD SUITE 500 Land Value ( Market) 25,880 31,140 City,State,ZipCode: ORLANDO FL 32811 Land Value Ag 0 0 Property Address: 1315 BERKMAN CIR SANFORD 32771 t. Markel V.Atie 25,880 31,140 Subdivision Name: REGENCY OAKS UNIT THREE Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: Save Our Homes Adj 0 0 Dor: 0003- VACANT TOWNHOME Assessed Value (SOH)l 25,8801 31,140 Tax Estimator Portabili Calculator 2008 Notice of Proposed Property Tax 2008 Taxes and Taxable Value Estimate Taxing Authority Assessment Value Exempt Values Taxable Value Millage Taxes Cnty County 25,880 0 25,880 4.5153 116.86 Schools 25, 880 0 25,880 7.5430 195,21 City Sanford 25,880 0 25,880 6.3250 163.69 SJWM(Saint Johns Water Management) 25,880 0 25,880 4158 10.76 Natural Lands/ Traits [IS Debtl 25,880 0 25,880 14511 3.76 Total 18. 94421 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified 2007 Tax Bill Amount: $581 2007 Taxable Value: $31,140 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 25,880.00 $25,880 PLATS: Pick. .. Permits LOT 339 REGENCY OAKS UNIT THREE PB 72 PIGS 9 - 11 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 JustlMarket value. http://www. sepafl.org/web/re_web.seminole_county_title?parcel=28193051900003390&c... 9/ 10/2008 A Lug,4t a 10 C CA.4JC6L Pot Tk r- 1iS Q^' r d L'j -7 '7 8' x 13' Screen Room 1/4" = 2' Fvr e C-wcy r 1, z) oo 2c21 C I< 2 02 3• Elite Roof 14' Top View 13' Front View 8' 5" n 00 60 > bA sW SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A . INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS i f H J ALUMINUM ROOF SYSTEMSPERSECTION7 rl CARRIER BEAM POST M ICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) s ! Q TYPICAL GABLE SOLID ROOF ENCLOSURE 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 PAGE COPYRIGHT 2006 3A-1 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 EDGE BEAM (SEE TABLES j 3 3A.I A & 3A.1.2) z- MAX. _ UPRIGHT' / H. HEIGHT 1 „ R 21 1h) MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH } ALTERNATE CONNECTION, FOR ROOF BEAM @ FASCIA ALLOWED P/2' - - P12- (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS W SEE TABLES) z O.H. = ~ U SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH P' VARIES NOF 2'-0OOTES: O.C. 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. ANDW/ 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 M AND INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1 WASHERS @ EACH POINT OFUM CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 OR Pl2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 - 123 130 401#8 10 TYPICAL SCREEN ROOM SCALE: 3/16" = 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 #: (388) 767-6556 Emall: lebpaCbellsouth.net PAGE © COPYRIGHT2006 3A- 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNETT, P.E. FSECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 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 ALT ATE HOLLOW HOLLOW UPRIGH 0rrAl- ANCHOR V x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-114"CONCRETE ANCHORS WITHIN 6", OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER PRIGHT TO. BASE TO BEAM DETAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x2" EXTRUSION 1-1/8" MIN. IN CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3"'OR 2" S.M.B. POST MIN.,(4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL 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: IebpeQbelisouth nat PAGE © COPYRIGHT2006 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC -& VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER ATACHED TO 1" x 2" OPEN PACK W/ MIN. (2) #10.x 1-1/2" M.S. IDE WALL GIRT ATTACHED TO x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO r1ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS @ 6" FROM EACH OST'AND 24" O,C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" " Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI32121 Telephone#: (386) 767-4774 Fax #: (386) 767.8556 Email: lebpe(Mbellsouthnet PAGE © COPYRIGHT 2008 3A•6 NOT TO BE REPRODUCED. IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF P S: 4)1/4" x 4" LAG BOLTS RISER PANELS ATTACHED PERTN1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 21- HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES a a Q TYPICAL UPRIGHT DET SCALE: 3" = V-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH' MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR Q 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl32121 Telephone #: (386) 767.4724 Fax #: (386) 767-6M Emall: lebpa@bellsouth.net PAGE COPYRIGHT2008 3A- NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l Z A B C 2 SPAN NOTES: 1) l =Span Length UNIFORM LOAD l l l A B C D 3 SPAN UNIFORM LOAD Z l l l A B C D E 4 SPAN a = Overhang Length2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: NJ -5. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767.4774 Fax #: (386) 767-65M Email: lebpe(Mbellsouth.net PAGE COPYRIGHT2006 1 IOFLAWRENCEE. BENNETT, P.E. 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 f Screen ll Edge Belic or VinylVnyl Spans -Hollow Extrusions oomS For 3 second wind gust at 120 MPH velocity; using design load of 0.0 #ISF. (48.3 #ISF for Max. cantilever) Notes: 1. Above spans do not Include length of knee brace. Add hGrizoptal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, 8outh Daytona. Fl 32121 Telephone M. (386) 78T.4T74 Fax #: (386) 767'8586 Emit: tabpe®bertsouth net PAGEI ® COPYRIGHT 2008 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PFJZMIesION OF LAWREHCE E. BENNEr1", P.E. 1 i' m n 74 GWAWWjg iBQFNii 11 P t likve_ r IMWA r.r VluuN.r• u.n rrapyornru.r•r. u....... faxiWeamppopm AW OMWOMM— EcFP MpMAp iGI' DETA26fluamBWp vw a— UjjUSWUSg-r spw M NW'+ •-'.""` LMO r r.r .r rrr nrn. u .. n.. .Ur X. - rl url. rrrrlr.• rnru 19 h.. r711 .•r"o'' i rr .'.. ri . riii .'. rrr n •• rfiiiii.rr.rr I , i r - 1:1 1 z PUJO I' 71 SECTION 7 SOLID ROOF PANEL PRODUCTS r : ELMM n Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING_ 1801 N.W. 64th street P.O. Box 214368; South Daytona, FI 32121 P_M! rroa u FL Lauderdale, FL 33309 r =--.. _ - Telephone #: (386) 71 - 4774 eFax OeaLt M ( 386) 787-W56 - Tel: (954) 491-3700 Fax: (954) 491-1433 Email PAGE © COPYRIGHT 2006 7'36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE Werr7EN PERMISSION OF Lp,WRENCE E. BENNErr, P.E. Design Check List for Screen / Vinyl Room (Page 1 of 2) 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual, Part I -A & II -A; Exposure B'-7 or'C' or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or i W MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure= PSF for Roofs & PSF for Walls c."D" exposure = PSF for Roofs &. PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 31ii. IL Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and'attachments made to the structure will be solid. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep" Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit, Application Package contains the following: Yes A. Project name & address on plans ...... :........... ............. ..... .......... B. Site plan or survey with enclosure location ......... .............. .... .......... C. Contractor's / Designer's name, address, phone number, signature on plans .... D. Site exposure form completed ............................................... E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: IZI1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure IZI2. Front and side elevation views with all dimensions & heights .................. 10 3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size ............................................. Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) IZI5. ' Chair rail or girts size, length, & spacing .. ................ ................ Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length; location, & size ......................................... Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes ED A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or ",C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span/ Height Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier *` 4 L Exposure Multiplier'* Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 No IZI No ED Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... ID Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone,'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height d— Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** _J I- Exposure Multiplier ** IK C. Table 3A.3 with beam & upright combination if applicable ............... Yes No D. Connection details to be used such as: 1. Beam to upright........................................................... m' 2. Beam to wall.............................................................. 3. Beam to beam............................................................. IZI 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 0 EL 5. Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ...................................... E. Foundation detail type & size .................................................. ED Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 yes t rm. ... ........_... i. 8 w. . ................... ..................... a omlw....... I. ..... I.......... d. [mod Yes ONO i • ,.,,..,..,, uyy ....... Ina 1L:...... .'................... ..... I..... • a ....:. .. ........... Vwx p{i1dwr 1D { end • ...... .... CL0. C pW}jm m d,,dc PM"kMao ovb ..................... Yes 6. Nail of .......................... ........._. a. eW a l.inr , .............................. . d........................ L Pad9obeam .. ....... Yes L ... 4. SbA masHeed'lwetor•........................................ bum ,..._ F Ga PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 337-342, .REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: 1 30' BERKMAN CIRCLE GRAPHIC SCALE PLATTED AS: 0 15 30 BERKELEY CIRCLE 42' RIGHT OF WAY I 122.67' 1 N90'00'00"E , DRIVE I DRIVE i DRIVE. i DRIVE i DRIVE I DRIVE; 1 L 12.0' 12.0' j 12.0' 12.0' I 12.0' 12.0' 1 W 1 J J V U U I> 1 7.0' VENTRYV 6.3' ENTRY ENTRY :: ENTRY COVERED '< "'' COVERED 6.3' 7.0' I a (. < V a a p I w COVERED COVERED 6.0' 6.0' 6.0' 6.0' I 0 Z!, p Z}= I p O 108167' I ZQ JWYgaWYaSJ O O W I Ya Y p 0 o 0 o O it jrIIpcopOWW W W I - VY o 1 Opm m m Nm PROPOSED BUILDING TYPE 6A COVERED ENTRY0Z O0I FINISH FLOOR ELEVATION=54.00 I O I GALUANO SAN CARLO I FLORENTINO FLORENTINO I ISAN CARLO GAWANO I N 7. 0j1 18.3' 18.0' 18 0' 1I I OVERED COVEREDo I bCOVERED'. OyERED:o I o PA COVERED I m PAT10' PATIO;,m , PATIO., RATIO'.gl I m PATIO,. t-------------------------- I N I r-------- o C- -- 10' DRAINAGE LOT 337 n.i LOT 338 i LOT 339 i LOT 340 I LOT 341 I n LOT 342 N EASEMENT25. 33' i 18.00, I 18.00' I 18.00' I 18.00' I 25.33' 1 BUILDING SETBACKS FRONT: 19' REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES S90" 00'00"W 122. 67' TRACT A BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION IST FOR CONSTRUCTION. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES NLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: Si JOB NO. V8000283 LOTS 337-342 DRAWN BY: REVISED: PLOT PLAN 05-16-08 LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHT OF WAY LINE PCC X PROPOSED ELEVATION POC OR PROPOSED DRAINAGE FLOW PD CONCRETE L LPSM PROFESSIONAL SURVEYOR & MAPPER C.B. LB LICENSED BUSINESS PC LS LICENSED SURVEYOR PI PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT P) PER PLAT TYP M) MEASURED A/C CALC) CALGULA'rED CBW FND FOUND RP C/ W CONCRETE WALK R S/ W SIDEWALK CS CP CONCRETE PAD C PS PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SQ. FT. SQUARE FEET 1. THE S LAND OF WA MAY A 2. NO UN LOCA 3. NOT VAI SIGNATU A M I-R F1CA PJ SUF,\/EVING MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B i WINTER PARK, FLORIDA 32789 407) 426- 7979 DAVID WWW.AMERICANSURVEYINGANDMAPPIN G.COM MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF- WAY OFFICIAL RECORDS BOOK UTILITY PAD URVEYOR HAS NOT ABSTRACTED THE SHOWN HET` Z6WIFOR' ZA!;F.MENTS, RIGHT Y, RES iRIG71aK'Si; O .. REWORD WHICH FFECT P.- IE"iiTLE 6W-USE,OF4fHE LAND DERGROUND IMPROVEMzN1S HAfc BEEN TED- EXEEP f AS=-S!AOIA'N: Ti IO WTOUTANAUTHEN71Ci1TT?D ELF V,"NIC nEAND . AUhJENi'iCA7ED,EI;'ECTRCNIC SEAL M. DeFILIPPO FOR THE FIRM 5038 DATE