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Home My WebLink About136 Crown Colony Wayt q 3Permit; Job Address: Description of Work: 24' xx Historic District: CITY OF SANFORD PERMIT APPLICATION I Zoning: Value of Work: Date: Lo k 4 "t , „• ., 1 21 Permit Type: Building -AL 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 A 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 -X-- Commercial Industrial Total Square Footage: (A2 Construction Type: # of Stories: # of Dwelling Units: Flood Zone; FEMA form required for other than X) Parcel #: O Attach Proof of Ownership & Legal Description) Owners N; Name ddress: 1 Ooze - Contractor Address: -KC L State Uce as+e N umber: - ' ip Phone & Fom % • 4 Contact Person: Kirn ' Jet C.) Pbone: Bonding Company Address: Mortgage Lender: Address: 1-riiaraaWngineer: Apr &i5w—'5a W 7(07Address: i O• BJNk ' Application is hereby made to obtain a permit to do the work and installations as indicated:-1•certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsrsgulattn "co PermitmustbesecuredforELECTRICALWOerstaod thaia separate WORK. PLUMBING, SIGNS, WELLS, POOLS; FU RS ANICS,.apd AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and thatiall_work wil done in compliance with all applicabli laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 agencies, or federal agencies. Acceptance of elw nj4 is verification Signature of Ole nr the owner of the property of the requirprifepu of Print of Notaryy State tff Fliirida Dated Signature of Notary -State OF < ro KIMBERLY M AtV NOTARY u My COMM Eap. II/IWW Ower/Agent is P na lye N for/ Agent is ProducedIDWCC068MProducedIfP--ffilow" ID_ APPLICATION APPROVED BY: BIdar= { .0 is `I Zoning: Utilities; initial & Date) (Initial & Date) Special Conditions: Name Initial & Date) 10 R1E G=" — 1* nRft Na DD0$13P 0M** i0 rt Iliaawtk FD: Initial & Date) V S V OC3 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back C> E 40 O r0 1 cf r Z 1 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000-0230 Tax District: S1-SANFORD Number of Buildings: 1 Owner: BIRZTEN MARY & Exemptions: Depreciated Bldg Value: $115,146 Own/Addy: SANFORD CHADWICK Depreciated EXFT Value: $0 Address: 136 CROWN COLONY WAY Land Value (Market): $21,160 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 136 CROWN COLONY WAY SANFORD 32771 Just/Market Value: $136,306 Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $136,306 Dor: 01-SINGLE FAMILY Exempt Value: $0 Taxable Value: $136,306 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $441 SPECIAL WARRANTY DEED 10/2003 05097 1554 $148,000 Improved 2003 Taxable Value: $21,160 WARRANTY DEED 07/2003 04955 1160 $680,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 23 CROWN COLONY SUBDIVISION PB 61 LOT 0 0 1.000 21,160.00 $21,160 PGS76-78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 8 2,528 2,088 CB/STUCCO FINISH $115,146 $115,725 Appendage / Sgft GARAGE FINISHED / 440 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 Just/Market value. http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=3 319305 QS000002306... 2/2/2004 POWER OF ATTORNEY DATE: I NEARBY AND APPOINT OF K C SCREEN, INC. TO BE MY LAWFUL ATTORNEY IN FACT APPLY TO THE 11 BUILDING DEPARTMENT FOR WORK TO B PERFORMED V A LOCATION DESCRIBED AS: SECTION TOWNSHIP 19 RANGE '50 LOT_3 BLOCK OWNER OF PROPERTY & ADDRESS) AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS I / 9 / / U T l BY: CARL ANDERSON WHO IS PERSONALLY KNOWN TO ME/ WHO PRODUCED AS IDENTIFICATION AND WHO DID NOT TAKE OATH. STATE OF FLORIDA COUNTY OF SP. m 1 /1 D I e PIVIAK7J 1 1 MY COMMISSION EXPIRES: SEAL: IfAR1E GI ON 4 I•R IOd Na Omaw I PERMIT NUMBER iaaiaoauaaauiuuaatuaaua uiuuu auu uu MARYANNE MORSE, CLERK OF CIRCUIT COURT PARCELNUMBER 33 • iQ - 30 - 5Qs - GAO . 02.30 PREPARED BY Knot ANDERSON AFTER RECORDING RETURN TO; K C SCREEN, INC. 1705 EvANs STREET Ov1EDo, FL32765 STATE OF FLORIDA COUNTY OF: WINOLE COUNTY BK 05172 PG 0828 CLERK'S # 2004909381 RECORDED 011211M Q9t4WS AN RECORDING FEES LOO RECORDED BY S O'KolIvy NOTICE OF COMMENCEMENT FS 713.13 THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENTS WILL BE MADE TO CERTAIN REAL PROPERTY AND IN ACCORDANCE WITH CHAPTER 713, FLORIDA STATUTES, THE FOLLOWING INFORMATION IS PROVIDED IN THE NOTICE OF COMMENCEMENT. GENERAL DESCRIP77ON OF IMPROVEMENT: Jc eex) (enclnsurP OWNER: NAME & ADDRESS Cn u) i(`16. af-,f0r6 A: INTEREST IN PROPERTY: OWNER B: NAME & ADDRESS OF FEE SIMPLE TITLEHOLDER ( IF OTHER THAN OWNER) CONTRACTOR: 4 PHONE # 407 977-9636 FAX# 407 977-9397 ,+ ' .a l CERTIffM7Wff- SURETY: NAME & ADDRESS N/A IMYANNF' MQME' t KERK OF CIRCUIT MUWr PERSON WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON NOTICES OF OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (1) (A) 7, FLORIDA STATUTES: l 1 % NAME & ADDRESS IN ADDITION TO HIMSELF, OWNER DESIGNATES TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDES IN SECTION 713.13 (1) (B), FLORIDA STATUES. COUNTY ORANGE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGE BEFORE ME THIS DAY&OF , 20 BYebft6t ),: C _•IL . N f-)-po d WHO IS PERSON4LY KNO%gKp ME AS INDENTIFICATON-/ Or SEAL) ffKIlMBERLy M /y jNComm E, P• 11/1&'04N, CC _ 4.. rnoMD. F ryo KIMBERLY M ANDERSON DTARv =, My Con,m Exp. 11/18/04 N RJBI iC ^ No. CC 06806E 1 I Pt--Wi Known 90thw LA06 0 W 0 LU Q LU NW 1L z 0 V r ft ire. o ac cc lu 126 1s8 9; Zq Zpt 7/,bb Lx Zz Zo' pct Z pc iti'-Ypz h g e 4 z 1 q 2xz pis ass 3d Z pea cl 6 Ix2. ti toPCS U w N` x2- Q w w l JAI L: N /xZ cow Oy II AIR RNFa1 wl Z Qj prr i A z, T_ L Zx3)(5( -4 Z)L3x`18 ` Zx3x 35-3\ Y I 1 qq Sp4`j orrea 3 5 518 3 % 3 s'/y pq 33;/y q3% 93374 ql'/5--* -'tO Yq 0 W au.s FsoS tzfiu 149"1 Q. otC' z'(z Gw I /76 S CY,4N.5 s VWdc l '' Z 3z7,(" SECTION 7 errs ( SOLID ROOF PANEL PRODUCTS Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads. Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S.10 Density Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. ff1 Density i 30 x 480 x 0.4W Roof Panel I Glass Rooms Wind Region Open structures Mono -Sloped Roof Screen Rooms MonoSloped Roof Partially Enclosed Enclosed Overhang Cantllever AU Roofs 7-1&2 span 3 I span 4 span 132 span 3 span 4 span 1i2 span 3 span 4 span 132 span 3 span 4 span 100 MPH 211-4' 23'-100 23'-00 20'-40 221-V 21'-110 13'-6• 15'-10 14'-70 15'-10 17'-9• 18'-3' 4'-0• 110 MPH 217 23'-10' 27-V 18'-8• 20%.71• 2W-2• 11'-T' 13'7 13T 13'-9• 73-4 14'-10• W-0• 120 MPH fly —4- 277 21=17- 1T-5• 19:7 IMF 10'-8' 12'7 11'-6• 12'-6• 13--11- 13'-W W-W 123 PHI 19'-W 211-10• 21.1' 15'-116 I 18=110 18'-30 1 10'-50 11'-70 1 11'.3• 11'-8' I 131-W 13'-2' 4'-0' 13O MPH I AV-W 20-2' 19'-5• IW-10 1 17'-9' 1W-3• W-10• 10'-11' I 10'-7• 11'-1• 17.11' 17.6• 4'-0' 140 MPH 17-4• IY-90 13'-0• 17.4' 1T-9' 13'-3' W-2' 10'-3• W-11' 10'-3' I 11'-W 11--1' 4'-3' 150 MPH 1 12'64• 1 13'-9' 1 13'-3' 1 17.4• 1 13'-9' 1 13'-3• 1 W-T 1 9'-7- 1 9'-3' 1 W-5- I 10'-W 10'-4• 3'-11' 40 v Aae Y a r211e Rant Panel I lass Rnams 1 wind Region Open structures Mon loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang I Cantilever AN Roofs A&Z , s 3 span 4- span 142 span 3 span 4 span 132 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 24--11• 2T-11• 2T4• 23'-10' 28'-B• 25'7 15'-10• 18'7 1T-10• 18'-8• 20'-10• 20'-2• 4'-0• 110 MPH 24'-110 2T-110 27-0• 21IP 24'-W 23'-8- 14'-2- 15'-10• 15'-4• IV-2• 19-3• 18-8' 4'-0' 120 MPH 23'-10' 28'-8• 25'-9' 20'-5• 22- 10• 22-7 12'41• 14'-6- 1W-O- 14'-8• 17'-8• 15'-10• 4'-0• 123 MPH 27.110 26'-70 2W-Ir I 19'-10' 27-2• 21'-5• 1 17-V 14'-2' 1 17-9• IW-4* I IW-W 15'-W W-W 130 MPH 21'-Y 2W-70 27-10' 18'-8• 20'-10• 20'-2- I V-W 13'-6- 1 T-O' 13'-7• 15'-2• 14'-8' 4'-0' 140 MPH 14'-5• 1W-2- 15'-7- 14'-5• 1 IV-2-15'-7• 1 10'-9' 12'.6' 1 11'-7• 17.8' 14'-20 13'-8' 4'-0' 150 MPH I 14'-5• I 16'-2' 15'-T 1 14'-5' 1 16'-2' 1 15'-7' 1 10'-0' 1 11'-3' 1 10'-10' I 11'-2' I 13'-2' 1 17-9' 4'-0' ea• . e nSaa 0—f 0-1 1 nlaas Rmms 1 Wind Region Open structures M loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1&2 open 3 span 4 span 2 span 3 span 4 span 1&2 pan 3 span 4 span 2 span 3 span 4 span 100 MPH 23'-6• W-r 25'-3' 27.3• 24'-11' 24'-1' 14'-9' I F-W I T-11' 1T-5' 19'-0' 18'-10' 4'60' 110 MPH 1 23'-5• 28'-2- 25'-3• 20'-6' 27.11- 27-2r' 13'-3' 14'-10' 14'-4' IV-1' IW-W 1T-5' 4'-0• 120 MPH 27.3• 24'-11' 24'618 18'-10 21'-4• 20'-T I l'-8' 13'-T IT-2' 17.9' 15'W 14'-10' 4'-W 123 MPH 21'-5• 27.110 23'-2' 18'-6' 20'-9' W4r 175' 13'-3' I 12'-10' IT-W IV-110 14W 4'-W 130 MPH 19'-9• 27-1' 21'-4- 1T-5' 19'-W 18'-10' 10'-9' 12'41 111-W 17-8' 14'-2' 13'-W 4'-W 140 MPH 13%W 15'-1' 14'-7• 17-r IF-1' 14'-T 10'-1' 11'-3' 10'-10' 11'-3' 13'-3' 1" 4'-0' 150 MPM 13W 15'-1' 14'-T IY-W IV-10 14'-7' 9'-5' 10'-6- 10'-20 10'-W 12'4' 11'-4• AN . aa•- n eIna 0—C 0....I 1 nlaaa Rmma 1 wind Region Open Structures M loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang I Cantilever All Roofs 112. span 3 span 4Ispan 142 span 3 span 4 span 1&2 span 3 span 4 span 2 span 3 span 4 span 100 MPH 2T-9• 30'-11' 29'- 1' 26'-W 2W-W 2W-T 18'-3' 20'-5• 19'-9• 20'-8• 23'-19 22.40 W-W 110 MPH I 2T-9' 3C-11' 29-110 24'4• 2T-2' 26'-3• 1W-9' 181-W 17'-11' IW-1' 21'-5• 20'-8' 4'-0' 120 MPH 1 261.5-36 28- 8 2 .4- 24 -5 14'-5 16'-,v 15 - • 17.7 1 - • 18 -11• 4 123 MPH 1 2W-5•• 28'-5• 2T-W 2V418 24'-T 23'-9• 14'-1• 15'-91 15'-2• 15'-10' 19'-0' 18'-5' 4'-0' 130 MPH 2W-5• 28'-2' 25'•4'&2Vr23'-1' 22'4• IT-4 14'-11' 14'-5- 15'-0' 1T-11• 18'-3• 140 MPH 15-11• 1T-11• 1T-3'T-11• 1T-3' 17-5' IT-10' 13'5'14-0'1150MPH15'-11• 1T-11' 1T-37'-11' 1T-3' 11'-2' 17-11• 12'-6' 13'-1' 14'-T 14'-1• 4'-0' wore: Tow roor panel wain - room whom + wou whin v averneny. Lawrence E. Bennett- P.E. eTRUCTA LI& CIVIL ENQYrEER • pEVE1.OPAlEMCOAISULTANT . P.O. BOX 214W SOUTH DAYTONA. FL 32121 350 BUR,BANK, OL.DSMAR, FL 34877.4908 N TELEPHONE ) 7$8774 LOCAL (813) 855.2627 NATIONWIDE 1.800489.3708 ` FAX 813 854-2802 N r PAGE COPYRIGHT 2003 t.. 7.42NOT TO BE REPRODUCED IN WHOLE OR W PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETr, P.E SECTION 1 SOLID COVER ATTA PER SECT 2) #10 x 1/2' SUPER OR EXTF GUTTER ATTACHED TC r ':•' WITH 2-1/2' LONG SELECTED FROM SEC FOR BEAM SIZE SPAC FOR ALLOWABLE SPANS OF SUPER OR EXTRUDED GUTTER AND CARRIER BEAM SEE TABLE 1.10) SCREENED ENCLOSURES BREAK FORMED OR arr EXTRUDED END CAP Wl u.c+. 11 wTC11 BAN ROOF OR DOF PANEL. 6N ROOF. EAK FORMED TRAP OR iTRAP W/ (2) S. OR 1/4" THRU- PVC OR EQUAL V ON CENTER. SECTION OSION 0 WASHER EWS (PER SECTION 9) NOTE: Y BEAM MAY BE ATTACKER TO. SUPER GUTTER AND SOLID ROOF TO S.M.B. PROVIDED A STRAP OR 1l2' P.V.C. OR EQUAL FERRULE IS PROVIDED @ EACH BEAM. SUPER OR EXTRUDED GUTTER - SOLID ROOF / SCREEN ROOF COMBINATION SCALE: r = V-0' it PAGE 1-50 Lawrence E. Bennett, P.E. GW. EDGY=- DEMOPMEHT CONSMTM T 4 PA. WX2i4=. SWIM DAMN& FL Wili TELEPHONE p56) 7674774 FAXPO) T674M COPYRIGHT 2003 NOT TO"REPRUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P EOD SECTION 7 _ 1 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO SEALANT FASCIA THROUGH PAN BOXED HEADER (SEE NOTE BELOW) END EXISTING TRUSS OR RAFTER w — 10 x 1-112' S.M.S. (2) PER dz L RAFTER OR TRUSS TAIL a o ROOF PANEL 10 x 3/4" S.M.S. @ 12' O.C. 8 x 1/2" S.M.S. (3) PER PAN EXISTING FASCIA BOTTOM) AND (1) @ RISER TOP) ROOF PANEL TO FASCIA DETAIL SCALE: 3' = V-0" SEALANT- FOR MASONRY USE 1/40 x 1-114" MASONRY j HEADER (SEE NOTE BELOW) ANCHOR OR EQUAL @ 24. O.C. FOR WOOD USE #10 x 1-112" S.M.S. OR WOOD SCREWS 2" O.C. o. a EXISTING HOST STRUCTURE: ROOF PANEL WOOD FRAME, MASONRY OR 8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION BOTTOM) AND (1) 0 RISER TOP) ROOF PANEL TO WALL DETAIL SCALE: 3' = V-0' NOTES: ROOP PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 10 WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2' SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RISER SCREW. #8 x 9/16' TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #6 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CMENG-UNEER-DEVELoPMENT'CONSULT,wr 11 PA. BOX 2143N. SOUTH DAYTONA. FL 32121 TELEPHONE (306) 797-4774 FAX PW) 7574= IPAGE7.2 1 ® NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. I SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T4 Gnr Aroma with wind Lnada un in I Y_P_M. and latitudes Below 30'-30'-00' North (Jacksonville, FL) Mallow Sections Tributary Load Width W Beam Spacing 3'-0' 4'-0' 1 5'-0' 1 6'-0' 7'-0' 1 8'-0' 1 9%0' Allowable Span IV I bending b' or deflection'd' 2' x 2" x 0.044" 9'-10' b 8'-7' bI 7'-8' DI 6'-11- b 6'-6' D 2" x 2" x 0.055" 10'-9' b 9'-4' bl 8'-4' bi 7'-7- b 7'-1' b 6'-7' b 6'.3- b 2' x 3' x 0.045' 13'.4' b 11'-7. b 1 10'-1' b 1 9'.5- b 87b 8'-2- b 71-8- b 2" x 4' x 0.050' 1 14'-8' b 17-d" b 1 111-4" b 1074' b 9'-7- b 8'-11' b 8'-5' b Sell Mating Sections Tributary Load Width W Beam Spacing 3'- 0' 1 4'-0' 5'-0' 6'-0" 7'-0' 1 8'-0' Allowable Span 'L' 1 bonding W or deflection'd' 2' x 4' x 0.044 x 0.100' 19'-11- b 17'-4' b 15'-6' b 14'.2- b 13.1- b 12'-3' b 11'-0' b 2' x 5' x 0.050' x 0.100" 24'-9' b 21'.5' b 19'-2' b 17'-6' b 16'-2' b 157-2- b 14'-3- b 2' x 6" x 0.050" x 0.120' 28'-7' D 247-9' b 22'-2' b 20'-3- b 18'-9- b 177-6' b 16'-6' b 2' x 7' x 0.056' x 0.120' 32'-3' b 27'-11' b 24'-11' b 22'-9' b 21..1' b 19'.9- b 18'-7- b 2" x 7" x 0.055' W1 Insert 2' x 8" x 0.072" x 0.224" 2' x 9' x 0.07r x 0.224" 2" x 9" x 0.082" x 0.310' 2' x 10' x 0.092" x 0.369' 42'- 10- 41. 7' 45'- 1- 49'- 6' S9'- 6' b b b b b 37'- 1' b 36'- 1' b 39'- 1- b 42-- 11' b 51'- 7' b 33'- 2' 32'- 3- 34'- 11' 38'- 4- 46'- 1' b b b b b 30'- 4' b 29'- 5' b 31'- 11' D 1 35'-0' b 42'- 1' b_I 28'- 1' b I 27'-3' b 28'- 6' b I 32'-5- b 38'- 11' b 26'- 3' b 25'- 6' b 27'- 8' b I Xr-4- b I 36'-5'- b 24'- 9' 24'- 0' 26'- 1' 28'- 7' 34 b b b b b Snap Sections 21x2" x0.044' 2' x3'x0.045" 2' x 40 x 0.0450 20 x 60 x 0.0620 M.... oa -.n news, ..a...... Tributary Load Width W = Beam Spacing 3'. 0' 1 4'-0' 1 5'-0" 6'-0" 1 7..0' r.0" 9..0' Allowable Span'L' I banding'b' or deflection'd' 1'- 9' Y. 1' b b 10'- 2' b 13'- 1' b 9'- 1- b 1 11'- 8- bl 8'- 4- b 10'- 8- bi I 7'-8' b 9'- 10- b 7'- 2' b1 9'- 3- b 6'- 9b 8'-8' b r-5' b 15'-11' b 1 14'-3' b 1 I T-O' b 1 12'.1' b 11'-3' b I 10'-8' b 1'-3' b 27'-1' b 24'-2' b-22'-1' b I 20'-5- b 1 19'-2' b 1 18'-0- b Notes: _ _. s .. i.. % r «zi. - {".• 1. Thicknesses shown are'nominal' Industry standard tolerances. No wag thickness shag be less than 0.0400. 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shag have site specific engineering. 3. Spans are based on a minimum of 10f11 Sq. FL for up to a 150 M.P.H. wind load. 4. Span Is measured from center of beam and upright connection to fascia or wall connection. 5. Above spars do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Pudin spacing shag not exceed 6'- 8' . For beam spans greater than 40'-0' the beam at the center purtin and one pudgn for each 14:.W on each side of the center purtin shall Include lateral bracing as shown in detail (48'-0') span with purlins M 6'- 8' b.c. center pudin and (2) pudins each side of center purtin need lateral bracing. Example: Max. IV for 2' x 4" x 0.050' hollow section with W a 5'-0' r- 11'-4' No o• L? 8 q - c tv g Lawrence E. Bennett, P.E. { CIVIL ENGINEER. DEVELOPMENT CONSULTANT / 8 -191 Sl• P.O. BOX 2143u. SOUTH OAYTONA . FL 32121 TELEPHONE (386) 7574774 FAX (388) 7117454% PAGE COPYRIGHT 2003 1.54 NOT TO BE REPRODUCED W WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. DENNETT. P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 01 sq. ft.' Hollow Sections Tributary toad Width '1M = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'•0- 7'-0" 1 8'-0- Allowable Helght'H' I bending 'b' or deflection'd' 2" x 2" x 0.044" 8'-0' D I 7'-3' b 1 6'-6• b 1 5'-11- b 5'-6' b 5'-11 b 4Ob2' x 2" x 0.055" 9'-1" b 7'-11' b 7'.1• b 6'-5' b 5'-11' b 5'-7' b 2" x 3" x 0.045" 11'-3' b 9'-9' b 8'-9- b 7'-11• b 7'-5- b W-11- b 2" x 4" x 0.050" 12'-5• b 10'.9• b 9'-7' b 8'-9- b 8'-1• b 7'-7- b Self Mating Sections Tributary Load Width = Upright Spacing 3'-0" 1 4'.0" 1 5%4" 1 61-0" 7'-0' 1 8'-0" Allowable Height'H' I bending'b' or deflection'd' 2" x 4" x 0.044 x 0.100• 16'-11' b 141-8' b 13'-1' b 11'-11• b I 11'-1• b 10'-0• b 9'-9' b 2" x 5' x 0.050' x 0.100" 20'-11' b 18'-1• b 16'-2- b 14'-9- b 1 13'-8• b 12'-10" b 12'-1• b 2" x 6" x 0.050" x 0.120" 24'-2' b 20'-11' b 18'-9• b 17'-1' b 15'-10' b 14'-10' b 13'-11' b 2' x 7" x 0.055" x 0.120" 27'-3' b 23'-70 b 21'-1' b 19'.3- b 17'-10' b 16'-8' b 15'-91 b 2' x 7" x 0.0550 wl Insert 36'-3' b 31'-0• b 28'-1" b 25'-7' b 23'-9' b 22'-2' b 20'-11• b 2' x 6" x 0.072" x 0.224" 35'-21 b 30'-6' b 27'-31 b 24'-10• b 23'-00 b 21'-0• b 20'-0' b 2" x 9" x 0.072" x 0.224" 1 38'-2' b 33'-04 b 29'-6' b 26'.11" b 24'.11' b 23'-01 b 22'-0- b 2" x 9" x 0.0820 x 0.310" 41'-10' b 36'-3' b 32'-5' b 29'-7' b 27'-51 b 25'-8' b 24'-2' b 2" x 10" x 0.092" x 0.369" 50'-4' b 4T-7' b 38'-11' b 35'-7' b 32'-11' b 30'-10' b 29'-1' b Tributary Load Width'1M= Upright Spacing Snap Sections 3'-0" 1 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" Allowable Helght'H' I bending'b' or deflection'd' 2" x 2" x 0.044" 2" x 3" x 0.045" 4'Lti:Q4 -• 2" x 6" x 0.062" 2" x 7" x 0.062" 9'-11' b 8'-7' b 12'-9' b 11'-00 b 13%6!'- 26'-5' b 22'-100` b 29'-5' b 25'-5' b 71-8" b 9'-10- b 42l'srb, 20'.5'. -. b 22'-9' b 7'-0' b 9'-0- b LL 18 =8' - b 20'-9' b 6'-6' b 8..4' b 10'-2' 17'-W- b 19'-3' b wee • e .... 6'-1' b 7'-10' b b:.:8'-1]'...:b: 16'=2' - b 17'-11' b Ln amelncatlnn 5'-9' b 7'-0' b W-3'= •- b 16'-11- b naea For allowable heights at wind velocities otner tnan uu MPH, see convol "wu ..•• '-r--•• --^^ r for tables at the beginning of this section and example below. 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 upright length'H'. 3. Above heights do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. S. Height Is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair calls of 2' x 2' x 0.044' min. and set @ 36" In height can be considered as residential guardrails 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' in Span. 7. Heights may be interpolated. ' CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366. SOUTH DAYTON& FL 32121 TELEPHONE (366) 7674774 FAX (366) 767-556 PAGE COPYRIGHT 2003 1-56 NOT TO BE RE.."RODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing SECTION 1 Beam Size Upright Size Minimum Puriln, Girt 6 Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw 24" O.008x'h" 010 x'h" 12 x Y." 2' x 3' 2' x 3' 2' x 2' x 0.044' 2 Full Lap 6 4 4 2'x4' 2'x3- 2'x2'x0.044' 2 Full Lap 8 6 4 8 2'x4' 2'x4' 2"x2'x0.044' 2 Full Lap 8 6 4 10 2' x 5' 1 2' x 3' 2' x 2' x 0.044' 2 Full Lap 8 6 4 8 2'x6' 2'x3' 2'x2'x0.044' 4 Full Lap 10 8 6 10 2'x6' 2'x4' 2'x2'x0.044' 4 Partial Lap 10 8 6 010 2' x 7' 2' x 4' 2' x 2' x 0.044" 4 Partial Lap 14 12 10 12 2'x8' 2'x5' 2'x3'x0.044" 6 Partial Lap 16 14 12 14 2'x9' 2'x6' 1 2"x3'x0.045' 6 Partial Lap 18 16 14 14 2• x 9"' 2' x 7' 2- x 4- x 0.050- 8 Partial Lta 20 18 16 1 #14 2' x 10' 2' x 8' 2' x 4' x 0.050' 10 Partial Lap 20 18 16 1 #14 Screw Site Minimum Distance and Spec nof Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16' 5/8• 2' x 7' x 0.055' x 0.120' 1/16' = 0.063' 10 3/8' 3/4' 2' x 8' x 0.072' x 0.224' 1/8' = 0.125' 12 1/2' 1' 2' x 9' x 0.072' x 0.224' 1/8- = 0.125' 14 or 1/4' 3/4' 1-1/2' 1 2' x 9' x 0.082' x 0.306' 1/8' = 0.125' 5/ 16' 7/8' 1 1-3/4• 1 2' x 10' x 0.092' x 0.369' 1 1/4' = 0.25' 3/ 8' 1'1 2' Refers to each side of the connection of the beam and upright and each side oT splice connection. 0. 082' wall thickness, 0.310" flange thickness Note: 1. Connection of 2• x 6' to 2' x 3' shall use a full lap cut or 1116' gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 112 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors Is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown Is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 112 the screws on each side of the 8: AU beam to -upright oonnadioiisior r-! z,7- beams or larger6ha0-have'an_lntemaror_ exsama_I,gusset waurs. uussat plow* I required for mansard or gable splice connections. r 9. For gusset plate connections 2* x 9' beams or larger use 3/4' long screws. 10. The side wall upright shall have a minimum beam size as shown above, le., a 2' x 4' upright shall have a 2' It 3' beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle Gips for each splice with 112 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 race Length Extrusion Anchoring System 0' - 2'.0- 2' x 2' x 0.044' 2' H-Channel With 3 #10 x 1/2' EACH SIDE To 3'-0' 2' x 3' x 0.045' 2' H-Channel With 3 #10 x 1/2' EACH SIDE To 4'-0' 2' x 4' x 0.044' x 0.12' 2' H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6' contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6'. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767r1774 FAX ( 386) 767.6556 Q COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1 " 59 za SCREENED ENCLOSURES SCREEN I 'd' VARIES 4" SHOW 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY ® ®I 2' x (d - 2') x 0.063" ANGLE o.{ EACH SIDE OF COLUMN W/ #10 Q S.M.S. SEE SCHEDULE NEXT PAGE) a CONCRETE ANCHOR ° SEE SCHEDULE NEXT PAGE) • NOTE: DETAIL ILLUSTRATES • TYPICAL 2' x 4" S.M.B. COLUMN 2" 5d CONNECTION (MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES a a NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 6" (MAX,) 6" (MAX.) 3000 P.S.I. CONCRETE SECTION 1 2" x 2" x 0.063" PRIMARY ANGL EACH SIDE 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 5d DISTANCE 1/4' 1-1/4• 3/8• 1-7/8• GRADE 1-1/4' MIN. CONCRETE ANCHOR EMBEDMENT e TYPICAL S.M. OR SNAP SECTION COLUMN 2) #10 x 3/4' S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) r 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE Q COPYRIGHT 2007 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF U WRENCE E. BENNETT, P.E. 1 "T7 SCREENED ENCLOSURES SECTION 1 LAB MIN. (2) 1/4' OR 5/16' x 1-3/4' CONCRETE ANCHORS ALTERNATE CLIP: 3' ASTM A PRESSED STEEL CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE: 3' = V-0' CHOR FROM TABLESELECTAN SLAB FOR 1/8' CABLE SHALL 9-1A MIN. SHEAR 607# FOR HAVE A THICKENED EDGE TO3/32' CABLE AND 902# FOR 1/8* O ACHIEVE AND A 3/8' x 2' CABLE; FOR 3/32 CABLE 5/16 ANCHORx2' CONCRETE ANCHOR W/ CABLE THIMBLE AND WASHER 5d (MIN.) s .x •.Mt `; ?f. "ri a - ..--'. +".rY;ar x"rj+ e."a e S7' "..sa.7F7f 3-112' (4' NOMINAL) SLAB (MIN.) 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS (aD FOUNDATION - DETAIL 2A SCALE: 3' = l'-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214X8, SOUTH DAYTON& FL 32121 TELEPHONE (M) 767-4774 FAX (356)767.6555 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-3 I e+,"k;`,L ; " h! L!'v+i'a-,ti,Y ' :i'•iiiiL-i-• .'iii.ii:iSiii.:i: :J:.= ...";:..ti_:,i,.:>aua•.a.r.:ze:.se.:.:r..r+.+a...ar.:s...:_ .r..;.v......., _... SECTION 1 I SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) - 1 /8" x 1-1/2' x 8' FLAT BAR L t\2 0.125' PLATE OUT ON 45' ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION r STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS 0-) CORNER - DETAIL 1 SCALE: 3' = V-0' A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B 1" x 2' x 0.125' CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 10 x 3/4' S.M.S. EACH SIDE (TYP.) FOR CABLES ®®®® MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (3E6) 7674T74 FAX (366) 76745% PAGE COPYRIGHT 2003 - 1.38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 CONCRETE DECK EDGE 2' x 2" PRIMARY ANGLE VARIES 5d (MIN.)' 2-1/2' (MIN.; BOLT 0 5d DISTANCE 1/4" 1-1/4" 3/8• 1-7/8' 1" x 2" O / B BASE PLATE (TYP.) 10 x 3/4" S.M.S. (TYP.) 2 " x S.M.B. COLUMN SCREENED ENCLOSURES DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SCREEN SECONDARY 2" x 2" is 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS. INTO PRIMARY AND SECONDARY ANGLES S.M.S. STICHING SCREWS @ 24" O/C FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = V-0" AgCONDAR A NG LE ANCHOR SC UULeE COLUMN SIZE S.M.B.OR SB TOTAL CONCRETE ANCHORS F ..w . .. .r.. TOTAL' 10 x 3/4" S.M.S. 2 x 4 4) 1/4" 6 2 x 5 4) 1/4"' 10 2 x 6 4)1/4- 8 2 x 7 4) 1/4" 12 2 x 8 6). 1/4" 14 2 x 9 6) 1/4" 16 2 x 10 10) 1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767•4774 FAX (306) 767.6556 PAGE COPYRIGHT 2003 1.8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES I STRAP SUPER OR EXTRUDED GUTTER SPACING/2 + SPACING/2 BEAM SET SPACING — SPACING/2 + SPACING/2 BEAM SET SPACING — STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = 1'-0" 2" x _" x 0.050" STRAP @ EA BEAM CONNECTION AND @ BEAM SPACING W/ (2) S.M.S. PER STRAP SEE SECTION 9) I ALTERNATE 2" S.M.S. OR LAG SCREWS TRANSOM ( SEE SECTION 9) UPRIGHT / J ZTjNG \ `\® EXTRUDED e GUTTER ANGLE RECEIVING CHANNEL SEE SECTION 9 FOF DETAILS) SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-056 COPYRIGHT 2003PAGEO NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 .20 I I SCREENED ENCLOSURES I SECTION 1 ICABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 1/8" 445 Sq. Ft. / PAIR OF CABLES TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8' x 32) = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20) = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER . SIDE WALL CABLE •• 3/32" ONE PER 233 Sq. Ft. OF WALL 1/8" ONE PER 445 Sq. Ft. OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100% of each wall area & 50% of the area of one adjacent wall. NOTE: For wall heights greater than 9'-8", a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 7674774 FAX (386) 767-6556 I PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 .37 O r;AT OF BOUNDARY SURVEY for: MARONDA HOMES, INC. DESCRIP'nON: LOT 23 CROWN COLONY SUBDIVISION RECORDED IN PLAT 800K 61 PACE(5) 76 thry 76 PUBLIC RECORDS OF SEMINOLF COUNTY, FLORIDA OINT ON LINE AS WITNESS OR CORNER NOT FOUND E-I W U CJ W W H o [ oz 0 O W D+ E-4 a H to xo H r1 00 I aW U E-4 r4H W H O A x W 6 H Q z 0 w r LOT 5; BLOCK ' B' BOIDYLLWILDEOFLOCHARR N00° > 1'46" W 74. 10' 5ECTION 1 G PLAT BOOK 21, PAGE 40 D.E. I all e1r1rl1 4 19 r_ca- 2 f•oa• Q CO.(l 1 Q Co •Olo' 5a ra5" Lo,rf/rNN • ' • corlG • ' • 10' U.E. Gn - WRE> J1 Z 0 jzPq 3 G N W 1 z Z 'O. 5' 10, 20' J W Z Z GRAFMIC 5CALE O C Z J ate. L6 LOT 22 0 Ui at C= C°• tr c v: 3 _ S00011'46°E. 74.10' \ tiN \N,\\'cel 3 O N CROWN COLONY WAY NOTES: 1. BEARINGS ARE BASED ON THE CENTERLINE 500'1 I'46'E FLOOD CERTIFICATION OF CROwN COLONY WAY BEING S00'11'46 E. CERTIFIED TO: BASED ON THE FEDERAL EMERGENCY 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS MANAGEMENT AGENCY FLOOD INSURANCE AND FOOTERS HAVE NOT BEEN LOCATED. Mary E. Birzten RATE MAP, THE STRUCTURE J. ELEVATIONS ARE BASED ON NATIONAL GEODETIC Chadwick Sanford SHOWN HEREON DOES NOT LIE W4THIN VERTICAL DATUM OF 1921 THE 100 YEAR FLOOD HAZARD AREA. 4. BUILDING TIES ARE TO FOUNDATION. Wells Fargo Home Mortgage, Inc. THIS STRUCTURE LIES IN ZONE" X '. 5. BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT DEED OR PLATTED LINES COMMUNITY PANEL NO. - 120289 0040 E Kampf Title & Guaranty Corp. EFFECTIVE DATE: APRIL 17. 1995 6. BEARINGS AND DISTANCES SHOWN HEREON ARE Adnoram Title Company,Inc. MAP REVISION DATE: MEASURED AND PER RECORDED PLAT UNLESS SUBJECT TO CHANGE) OTHERWISE NOTED. Chicago Title Insurance Co. THE UNDERSIGNED AND GAVONE,INC, LAND SURVEYORS and MAPPERS MAKE NO RESERVA77ONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREONPERTAININGTOEASEMENTS, RIGHTS OF WAY. SE78ACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TOANDCONFIRMEDBYOTHERSTHROUGHAPPROPRIATETITLEVERIFICATION. REFLECT OR SET FORTH ALL SUCH MATTERS SUCH INFORMATION SHOULD BE OBTAINED ABBREVIATIONS/LEGEND: FOUND1/4- IRON PIPE (LS 2005) FOUND IRON ROD aa12Ne— µa-T Fout4C7 0 FOUND CONCRETE MONUMENT P.T.-POINT OF TANGENZY *tONC-CONCRETE W.E. - WALL EASEMENTF-RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C:-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT P.G-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF' COMPOUND CURVATURE U.E.-UTILITY EASEMENT GTH L.B.-LICENSED BUSINESS CH.BRC - HORD BEARING S.&U.E --SIDEWALK do UTILITY EASEMENTD.U.aSf.-DRA/NAC , UTILITY dtEE. DRAINAGE dr UTILITY EASEMENT SIDEWALK EASEMENTA/C -AIR COND17IONER PAD DELTA CENTRAL ANGLE) D.& 7''A VONE, INC. LAND SURVEYORS AND MAPPERS A 300 SOUTH RONALD REAGAN BOULEVARD LONGWOOD, FLORIDA 32750-5499 TELEPHONE -9080 FAX NQ (407) )339- 3536 THIS SURVEY NOT VALID l WITH THE 'nGNAIVRE AND A FLQRIDA LICENSED SURVI DOMINICK F,, CAVONE - PRESIDENT FLORIDA SURVEYOR & A'APPEP jVUL18ER 2005 LICENSED BUSINESS NUMBEP. 5073 n RECERTIFIED FINAL LOCATION FOUNDA 77ON LOCA 77ON Q. FORMBOARD LOCATION T-10•ZZ15 STAKE HOUSE p1AAC wl 1 W.O. STAKE LOT 2Qo3-SG¢( W;O• STAKE HOUSE 103"¢ W.O. FORM CHECK 2c2':•z'_ ''U5' LOT by VEIL 7 7? ... I ".... ////1 . /'li/G//I W n nr".r IAnn