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Home My WebLink About285 Clydesdale CirJan 09 04 02:52P Dulando ,Screens 407 8621221 P.2 t TT ' Or S,NFOAD I'C10111T APPLIC vrtON Permit u : 0 Date. _ o% G.ec /G .fry= , .. . JuD .ddrexr. — I-64- 773 t)escription of Work: Chas' to SIa6 00065 4, GZ f&h_ Sr e6v RAo+.., rb+1 w1 avS _ Hi%loric District: 7.vning: _ . , N'aiue of W'urk: i— Permit 'rvpc: liuil(li,^.r R!r_crrical ___ —-.Mvchanicui r ;umhini, _— Pirc Sprink!cr;A11rM Rlectrical: N:r-tv >c.rvlct • y of AMPS Mcchanieal: Rcsidcnnal —__ Non-Re,idertial Plumbing/ New Commercial' ~ of Fixture, Additivn/A!terntion Chan c of Service Temporary f Rrpiacement , c+v (Duct Layout :C Ertrgy Calc. Required) of Watcr & Sc,.vcr Lines _.._ x of Gas Lines Plumbing/New Residentinl: ;l of Watcr C;!osc:; Mumbinv Repair — Residuntini ,:r C ornmcrciai _ Occupancy Type: Xcui&ntiel _ f ommemiai industrial _ . Total Square FmAtagc: Cunsirvctivn Typr: _MuWi M of S'ories: Of of 7M'ellin;? Units: Flood 'Lone:.__ IFEMA form required for airier than N1 I•..ccl u: - -- s0 Coo() - O V/ O - 1—j :%" ach Proofof wnership& I'vKal Ovsctiplivn) r).v-crs Name & %ddres+ A.0ai5 Sa.-p1C 1/I _ Z S C dtTd c. l.r t• ,.% rL _ C'onaaetor Vamc 6, Address DOk- ando c ref -in Kini Irll c_ Address Mir • a w r Mire \r s Mr a aR{rP Mortgagclender. Address: Applic-ation is hereby made To ohuin a pefmil to do the wnrk :.tt, instullouo i tc t o 'or: oc.inswllapon :aa Commenced prior to :he issuance Of'* permit and that all work w0 be peribnned to meet vandwds of Il I c in this iurisdiction. t unJerstard shot a sepuatc ermit must be secured for ELECTRICAL WORK, pLlJMR1 t), SIC:,1$, I,vr-LLS, POOLS. FURNACES. BOILERS,-HFATi.k(", "AN", and AiR C'ONDITiONF.RS, etc. OWNLK'S AFFIDAVIT: I terrify That all of the forcSning information is atxuratc and That all work will be done in enmplianec with -10 ;1pp1it:ab4v. laws rcgulaung constriction and zoning. WARNING, TQ OWMIRt YV4K !:AILL'RE TO RFCORA A NOTICE OF rOMMF.NC$MT.;NT MAY R45ULT IN YOUR PAYING TWICE FOR !MPROVEMENTS TO YOUR M01'r•RTY, IV YOU !NTGND TO OBTAIN FIN.ANCrNG, C'ONSUi.T WITH YOUR LL'NDEA UR AN ATTORNEY BEFORE RECORDING YOI;R NOTH-F.OF Ct:V1Ml+.v('Ish71:N1. NOTII:},: In addition to the requirements ni This permit, rherr may he additional resrriciiors applicable to this rroierty d+;tl may -he Ibund in the wblic records of his counnr, and then may he additinnal it<fmits ,eyui,rd from other ,,over..mcntal rnntics cuch as water managerttent districts, crate agencies, or federal agercic+ Acceptance of permit is verification th,,t I %vill n iy the •ten of :. , rope off, c rcRuircm:ms 0l' flvr,da Lim Law, l :: 713. S.,.. Tiurc OfIOwner,'A);rnt Uat. Sri n;,iurc •i C'o NAFem Date Vnpt Ocaner/At:+nl's , ring •• ...— _ 01/ ram/ n;n;1 ore of Not -S re of Flnri,ta Datc Susan L Matre-Harrison My Commission DD218024 l)wn .Agent is +'wmall K o S July 12.2007 zA1;hLit 11'ION APPROVED UY: Lit%f" '6 .L= 'Zoning: Tn.lial,li I)alel gent rnaturc iu Noti6--Suitt of Florita r stM1.> gcnr is — Pcr;on31ly Known To N1c r,r Praduccti ID __---• int:ul.l'' L'31c) Pran L Metre-HlsrrlM taffy Ctariimission D0210M Expires Judy 12, 2007 i In;lial S 'Darr; Seminole County Property Appraiser Get Information by Parcel Number S' 4 Page I of I PARCEL DETAIL t d Back 475 Semiade Catntp r -Pr •7 vt carrime 1 101 B. First St. Sau(orW 11. 32771 447-663.7M 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0410 Tax District: S1-SANFORD Number of Buildings: 1 Owner: SANFORD LOUIS 1118 GEORGIANNA Exemptions: Depreciated Bldg Value: $132,249Depreciated Address: 285 CLYDESDALE CIR EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $10,310 Property Address: 285 CLYDESDALE CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $142,559 Dor: 01-SINGLE FAMILY Assessed Value (SOH): $142,559 Exempt Value: $0 Taxable Value: $142,559 SALES Deed Date Book Page Amount Vaclimp 2003 VALUE SUMMARY WARRANTY DEED 10/2003 05089 1253 $194,000 Improved 2003 Tax Bill Amount: $215 CORRECTIVE DEED 0812003 04974 1323 $100 Vacant 2003 Taxable Value: $10,310 WARRANTY DEED 0512003 04863 1066 $258,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 41 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 10,310.00 $10,310 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est Cost New j 1 SINGLE FAMILY 2003 10 3,287 2,862 CB/STUCCO FINISH $132,249 $132,914 Appendage / Sgft OPEN PORCH FINISHED / 26 Appendage / Sgft GARAGE FINISHED / 399 Appendage / Sgft UPPER STORY FINISHED / 1159 TOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next yeaes property tax will be based on Just/Market value. DuLONDV SCREEN S AWNING 835 Sunshine Lane, Altamonte Springs, Florida 32714 407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY I, Bernard Duncan, hereby authorized krW X.M CCU to obtain a permit for the following: LOT: Li I Subdivision Batters erozn5 r,' - Address: WOr.-) _6r _ :Sat0YYi . Fi-?Qrlrl.- OWNER of Property: Laws 4- (Sporn (AOrvl - :SrL iG Address: BERNARD DUNCAN PRESIDENT Sworn to and subscribed to me this v29 by Bernard Duncan who is personally known to me and who did take an oath. Suaen L M@VwH ftW V : sue DD218M NOTARY- ZZ-41woll" Expires July t 2, 2007 Jan 09 04 02:52p Dulando Screens hermit tr un b.Fr. _. F'arc a Identification 11umbe.r Fr;pmedby' Sabrina Carter 5, v1 Return to: Dulando Screen F. Awni.ng, Inr. 835 Sanshin(-, Lane AJ.ta.monte Springs, FT. 32714 1.1 yr1 E o:F CONi'r,iiYNCEMEN-r of F1c c.. - rv. v a- cca my .I MARYANNE NORSEv CLERK OF CIRCUIT COURT 9k 99jII€Vf' I p.4 BK 05184 PG 0463 CLERK9S 0 2004015480 REMRDED 02/02/M 0112032 PN RECORDING FEES LOO RECORDED BY S O'Kelley Th^ underslgnc.;d. hcreby gives notice Ilia Improvcrnent(s) will be made to cOrtain real property, and in occordonce wi,i-.. Ch;)pter•713,following Information Is'provided In this Nottee of Commencement, Dr,;cr iption of property (legal description of the property, and street oddress if avai13b1o) ac5 CIIdesd Je rr, Sc_f.,,d W4 6c-d rZ pc s Zti-r` dr4() akgrS C"$SI+ pc,Zs . fi(t Qec,:, b, SF General docerlptlon of,Improvernontf!s) C611C.'Ltc Slat- scwt... rA,j U16t-4111 owl O:vnvr Inforinntlon IRKKq. SAK PNameLvNSi4 Uie TCIc! bone tJurr+brr Addres^, G y Fax Nurnbor ,SY(r —7/— i5G/ s,Li vfv' 3 2 7 3 Interest In F'roporty: 4. Feo SIniplo TWO Hotdor (if other than ownrr shown abovFv lvplronv Numbcr Name AFax Number ddress 5, Confraaor Name Dulando Screen & nwni nq r Inc. 'i'cicphono Number 407-gfiZ-60f 0 Address 335 Sunshine Lana Fax Number 407-862-11221 '''l+ Attamont. e Springs, FL 32714 CiERWILU COP111 0. Surety (if any) MAIItYANNE MOIRfSE' len; e N/A Tnlephone Number. A. dctrPss TRT Tax Number CLERK OF CIRCU' COUR I E RtD!! mNTYount of bond g.._ r 7.0 t. or.dor'(if any) Nnn;n N/ A Te;ephone Number FE6, 0-2 2004 Addrr,;^ Fax Numborf' ers ons within the Stato of Florlda dor-Ignated by Owner upon whom noticos or other documents may be served.as provlded' by §713.13(1)(,n)7.,-Florld;+ Statutes. 1•l ma Tr;lept onc+ Nun;bCr . amr s Fax Number In < Iddition to himself or hcrself,`Owner dcslgnates the following to receive a copy of thn Licnor's Notice as provid d:lr. § 713.13(1-)(b), Florida Statute;. Telephone t lurrber Ndrr.o Fax Number. J riJ" 10, Explrt+tlCn d tc of notice of c01:111'Uncornor+t (the expiration date Is one ycnr from .the date of recording dlffrmnt d-0 I" spncIFi5d):_, I9113turo of 0% yher Leto: per § 13:t3(1)(9),'owner te Signed must sign ...and -no one else may be permitted to sign In hip: or hor stead." e;, h g± d ,r;rc n X this nay of ' 20e ` by Ylorrjl ice` 711d J..5C,1 -' —.. ...._ vtio is _._._pPrsonal! y known to me OR _..-.produced APP,IL C. CARLOUGH Sjgn t r k0futary N41i Seal toappear below) NOTARY PUBLIC, STATE OF NEW YORK NO.4702696 QUALIFIED IN SUFFOLK COUNTY COMMISSION FXPIRFR . ^ 1!" UULANDO SCREEN & AWNING, INC zX y d a 5WF seam!;: ^N FB t'a LWF Beams : ZNy FB a 41 Flat• Beams: ZX2 fist ESL-1 Inc. PE" 01T # MM 3L4" p— lGX171GXt7 NW W OFFICr COPY FLAT Fags 1 ok .^_ PLANS REVIEWED CITY OF SANFORD t +._.` i *_ may vI gh't 119so - I ss! AL-1 Inc. Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona., F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. Bernie Duncan AAF Mid F1 Dulando Screen & Awning 835 Sunshine Ln Altamonte Springs FL 32714 Thank yoW,T r=.yqur as tance. y' Lawrence'E.; refit: P E. #16644 eo SECTION'7 SOLID ROOF PANEL PRODUCTS Tabie 7.4.1 Structall Building Systems Inc. Snap 3 Lock 6 Composite Boot 103nels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, His Foam Core E.P.S. 1# Density Iut2n@&a-+oirPrs' Prnnrietary Products: Aluminum Allov 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel Glass Rooms Mnd Region Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang Cantilever All Roofs 1&2 span 3 scan• 4 scan 1tiZ 3 soon span 4 scan 132 span 3 span 4 scan 132 span 3 span 4 span 100 MPH 21'-l' 23'-10- 23'-0' 20'-4" 122'-9" 21'-11" 13'-6 1 15'-1" 1 14'-7" 15'-1" 17'-94 16'- i 4'-0' 110 MPH 21'-4" 23'-10' 23'-0' 18'-8' 20'-11' 20'-2" 1 11'-7" 1 13'-6' 1 13'-1' 1 13'-9' 1 15'-i' 1 14'-10" 1 4'-0' 120-MPH 1 20'-4' 1 22'-9" 121-11' 1 17--5" 1 19'-5- 1 18'-lF 1 101-8' 1 12'-5" 1 11-6 12'-6" 1 13'-11" 1 IT-6" 1 X 0" 123 MPH 1 17-6' 21'-10" 1 Z1'-1' 1 15-11 ! 18'-11' 1 18'-3" 10'-5' 1 11'-7' 1 11'-3" 1 11'-8" 1 13* -3' 1 13'-Z* 1 4'-0" 1 130:APHI 18'-0" 1 20'-2- 119'-5' 115'-i' I 1T-9' 16'-3" 19'-10 1 10'-11' 1 low, 1 11'-1" 1 12'-11" I 1Z-0"' ! S'-!- 140 MPH I 12'-4" 1 13'-9' 1 13'-3' 1 12'-i" 1 13'-9" 1 13'-3" 1 9'-2" 1150 MPH 1 1 Z --V 1 13'-9" 1 13'-3- 11 1 i -9' I 13'-3- 1 T- i• 1 9'-" 1 91-3 1 9'-6" 10' 3" 110'_:• 1 I 3" x 48" x 0.030" Roof Panel I Glass Kooms Wind Region Open Structures MonoSlooed Roof 132 I 3 4 scan scan scan Screen Rooms I MonoSiocedRoofI23Z I 3 I 4 soap scan scan Partially Enclosed I II 132 I 3 I ; i 1&2 scan scan scan scan Encloses I Cvern g 1 I Cantilever I 3 I 4 I All scan span I All 100 MPHI zx-,1, 1 2T-11' • _'T-T 3'-10' Z6'3' ! Z5'-9" I '•5'-10" 19'-- 11i'-•0' ! 18'-3" 1 20'-10' ! =0'-_ X-17 ! 110 MPH 121'-11' I ZT-1?' I T-)' I ZT-11' ! 34'-3" 123'3" 1 1.4'-2* 115-10' 1 '5'"* 1 16'-2' 1 19'-3* 1 18-9' 1 _0 ` APH I 10" I ZZ-10" ! Z2'- 1 , 1123 MPH I Z -11. 1 "5'-7! 24'-9" 1 19'-10" 1 22'-Z" 1 =1'-5' 12'-8' 1 14'-_ 3'-9" ! 14'— I 16'-," ! ' S'-6- 1 s'7" 130 MPH 1 2?'- 1 ZT-i' I ZL -10" 118'3' ! 20'-10' I ZO'- ' ?'-o"' 13' 1 '3'-.3* 1 1 T-'" 1 ' S'-Z" I ='-8" I 140 MPH 1 14'-5' 1 1 15'-" I 1 i 5'- 7 " 1 10'-9" 1 1 T-6 1 l l'-7' 1 12'43" I i 4'-2' ! ' 3'-3' ! 0 MPH 114'-5' 1 1 15'-i' 1 14'-5 I ? 6'-z 1 ' 5'-i 1 10'-0' 1 ' 1'-;i 1 10'-*,0* 1 1 T-Z" I 13 -_' I 1 Z -9• I I All" x 0.024" Roof Panel I Glass Rooms I Mnd Region Open Structures Mono -Sicced Roof 1&2 I 3 I 4 span scan span I Screen Roams I MonoSioced Roaf132I 3 1 4 I span scanscanPartiallyn1ct03e0 I 132 I 3 I 4 I scan spanscan182span c-- Mose0 11.ovemang I j 3 I 4 I span J soon 11 Cantilever ; all i Roofs 1 100 MPH 1 23'-5' 1 Z5'-3" 1 Z'-3- 1 24'-11" 1 24'-1' 1 14'-9" 19'-6 1 18'-10' ; 1'7" ! 110 MPM 1 23'-5' 1 Z6'-- 1 "5'- i I ZO'3" I Z2'-11' Z2'-Z" 113'-3- 114'-10' i ••;'-" I 15'-1" ! 18'-0' ( 1T-5 I A'-7 j 120 MPH 122'-:i 1 24'_1 _, 1 24'-1" I 19'-1' I ?1'-t" 1 20'-7" 1 11'-5" 1 '.3'-" 1 13'-2 113'-9" 15'-0 ',4'-',0" ! 11-0. I 1123 %ipm 121'-5. 1 23-11' 123'-Z 118'- i 20'-9. 1 20 -7 1 11'-5' i ":'-3" 1 1 2' -10' 1 13'-5" 1 14'-11' 1 1X-j 120 MPH 1 19'-y 1 :2-.• 2' " i 1?'3' I 12'-3' I 140 MPH 1 13'-0" 1 15'-1' I •.s'-" I ?T-0 1 15'-1" I ;X-; 1 10'-1' 1 1V-3' 110'•',0* 1 11'-3" 1 13'-3' ! 12'-9" 150 MPH 1 13'-6 1 15'-1' I 14:7' 113'-6 1 15'-i" 1X-7' 1 91-5' 1 10'3" 110'-2" I 10'-5" 1 12'.-S' 1 1l'-+' Bin"" Rnnma I Mnd Region Open Structures MonoSlooed Roof I Screen Rooms Partially cnc:osec MonoSloced Roof I Enctosec I Ovemangi I CantileverIAll 1 Boors 18Z3 span ( span I 4 soon I 182 span I 3 span 4 I 182 span span 3 span I 4 scan 18Z soap I 3 span 4 scan 100 MPH 12T-9' 1 20'-11' 129'-11' I Z.i-5" 1 29'-6 128-7" 1 18'-3" 1 20'-5' 1 IT-9' 1 20'-8" 1 23'-1" 12Z-i' I S'-0" 110 MPH 1 2T-9' 30'-11' 29'-11' Za'-s" 2T-2' 126'-3' 15-9' 18'3" 1 1T-11' 1 19'-1' 121'-5" 20'-3- 1 V-O- 120 MPH 1 26'-5' 1 29'-6' 1 28'-7' 22'3' 1 25'-V 24'-5" 1 1W-5' 1 15'-1' 115'-7'1 11'-6" 19'-7' 18'-11' I 4'-0" I 123 MPH 1 25-5' 128-5' 1 27'-5' 21'-11" 24'-7' 23'-9' 14'-1' 1 15'-9' 1 15'- 5'-10' 19'-0' 1 18'-5' 1 4'-0' 130 MPH 1 23'-5- 26'-2' 25'-t' 20'-8' 23'-1' 22'-t' 13'-4' 14'-11' 14'-5' 15'-0' 1T-11- 16.3 4'-0" 140 MPH 15-11' 1T-11" 1T-3" 15-11" 17%11' 1T-3" 12'-5" 1 13'-10' 13'-5' 1 14'-0" 15'-8" 1 15-2' 1 4'-0- 150 MPH 15-11- 10-11' I 1T-3- 15-11" 1 1T-11' 1T-3' 11'-2' 1 12'-11' 1 12'3' 1 13'-1' 1 14'-7' 1 14'-1' 1 4'-0' Nate: Total row panei wwul a room rnwn . wall rnwA . vvemeng. Lawrence E. Bennett, P.E. CIVIL ENGINEER - OEVELOPMENT CONSULTANT P.O. BOX 21430& SOUTH DAYTONA. FL 32121 TELEPHONE (388) 797-4774 FAX (388) 787 STRUCTALL• 350 BURBANK. OLDSMAR. FL 34877-4908 LOCAL (813) 855-2527 NATIONWIDE 1- 1300-989-3708 FAX (8131 854-2802 PAGE COPYRIGHT 2003 7-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PEWISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC [VINYL, GLASS & MODULAR ROOMS . I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 B""" -! "s......A -inri mmt nt I'll (I MPH vaincity- using dasion load of 11 #/SF Sections Tributary Load Width 9M = Purlin Spacing T-0••• 3'-' 4'-0" 1 4'.6" 1 5•-0" 1 5'-6" 1 6'-0" 1 6'-0" 7'-0" 7•-0" Allowable Height H' / bending 'b' or deflection d' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" bi 8'-2" b 7'-8' bM9'-lO- 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11' b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-7" b T-3- b F-11" b 6'-9" b 6'-6' b 3" x 2" x 0.045" Hollow 1l'-3" b 10'-5' b 9'-9" b 9'-3" b 8'-4" b T-11" b T-8" b 7'-5" b T- b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 9'-11" b 9'-0" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-5" b 8'-11" b 8'-8" b 8'-4- b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" bl 15'-1" b 14%1" bl 13'-3" b 12'-7" b 1 12'-0" b 11'-0" b 11'-0" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" bi 19'-3" b 18'-3" b 1T-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" bl 1'-3" b 20'-2- b 19'-3" b 18'-5" b 17'-9" b 1T-1" bj 16'-6" b 2" x 2" x 0.044" Snap 11'-3' b 10'-5" b T-9" b 9'-2" b 8'-8" b 8'-3- b 7'-11" b T-7" b 7'-3" b T-1" b 2" x 3" x 0.045" Snap 2" x 4" x 0.045" Snap 14'-4" b 17'-7' b 13'-4" b 16'-3" b 12'-5" b 15'-3" hl 11'-9" b 1 14,-4" bl 1l'-2" b 13'-7" b 10'-7' b 12'-11" b 10'-2" b 1 2'-5" b 1 9'-9" b 1 11'-11" bi 9'-5" b 1 11'-7 b I 9'-1" b1 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF Sections 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3W 1 4'-0" 1 4'-6" 1 5,-0" 1 5'-6" 6'-0" 1 6%6" 1 7•-0" 1 7'-0" Allowable Height 8'-8" bl T-0" b T-6" bl 7'-1" bl 9'-5" bl 8'-9" bl 8'-2" bl T-9" b H' / bending 'b' or deflection 'd' 0'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" bi 5'.6" bl. T-4- bl 6'-11" bi 6'-8" bl 6'-5" bi 6'-2" bl 5'-11" bl 3" x 2" x 0.045" Hollow 3" x 2" x 0.070" Hollow 1 10'-5" bi 12'-l" di 9'-7" b 8'-11" ol 1l'-5" b 10'-8" b I 8'-6" b 10'-l" b 8'-0" bl 9'-7" b 1 T-8" bi 9'-2" b 1 T-s' bi 8'-9" b 1 T-1" bl 6'-10" bl 6'-7" bl 8'-5" b 1 8'-1' b 1 T-10" b 2" x 3" x 0.045" Hollow 12'-10" bi 11'-11" b 11'-2" bl 10'-6" b 9'-11" b 9'-6" bi T-1" bi 8'-9" bl 8'-5" bi 8'-2" b 2" x 4" x 0.050" Hollow 14'-11' b 13'-10" b 12'-11" bi 12'-2" b 11'-7" bl 11'-0" bl 10'-7" bi 10'-2" bj 9'-9" bi 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-l" b 18'-9" b 17'-9' b 1 16'-10" bi 16'-0" b 15'-4" b 1. 14'-9" bi 14'-2" bl 13'-9" b 2" x 6" x 0.050" S.M.B. 23-11 b 22'-2" b 20'-9" bi 19'-7" bl 18'-7" bi 1T-9" b 16'-11" bi 16'-3" b 1 15'-8" bl 15'-2" b 2" x 2" x 0.044" Snap 10'-4' bl 9'-7" b 8'-11" b 1 8'-5" bl T-11" ol T-7" b T-4" b 7'-0" b 6'-9" bi 6'-6" b 2" x 3" x 0,045" Snap 13'-3" bl 12'-3' b 1 11'-5" bj 10'-9" bj 10'-3" b 1 9'-9" b 9'-4" bi 8'-11" bl 8'-3" bi 3'-4" 01 2" x 4" x 0.045" Snap 16'-2" b r7 7- 11" bi 14'-0" bi 13'-2" bl 12'-6" bi 11'-11" b i 11'-5" bl 10'-11" bi 10'-7" bl 10'7 b For 3 second wind gust at 130 MPH velocity; using design load of 15 SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3•-6" 4%0" 1 4'"6" 1 5'-0" 1 5'.6" 1 6'-0" 1 6..6" 7•1)" Allowable Height H' I bending 'b' or deflection d' 1 2" x 2" x 0.044" Hoilow 8'-l" bi T-6" bi 6'-11" bl 6'-7" bj 6'-3" bj 5'.11" b 1 6-8" bl 5'.6" bl 6-3" bi 5'-1" bi 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow F-10" bi T-2" bl T-7" bi 9'-8" bi 8'-11" b 1 8'-4' bl 7'-2" bl T-11' b 6'-10" bi 6'-6" bl T-6" b T-2- bl 6'-3" bi 571 b 5-11" bl 64- bi 5-9" of T-7" 01 6'-4" bi 6'-1" 0 3" x 2" x 0.070" Hollow 11'-6' b 1 101-8* b 1 9'-11" b 1 9'-5' b 8'-11- b 8'-6" b 8'-2' b 1 T-10" bl 7'-6" 01 T-3" b 2" x 3" x 0.045" Hollow 2" x 4" x 0.050" Hollow 11'-11" bi 11'-1" br 13'-11" bi 12'-11" b 10'-4- b 12'-1" b 1 9'-9' b 1 11'-4" b 9'-3" b 10'-9' b 8'-10" b 10'-3" b 8'-5" b 9'-10" b 8'-2" bi 9'-5" b T-10' bl I T-1" bl T-7" b 8'-10' b 2" x 5" x 0.050" S.M.B. 20'-2" bl 18'-8" b 17'-6" bi 16'-6" b 15'-8" 01 14'-11" b 14'-3" b 13'-9" bi 13'-3" b 1 12'-9" 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2' b 14'-7" b lb14'-1" 2" x 2" x 0.044" SnaD 9'-7" b 8'-11'b 8'-4"b 7-10' b 7'-5" b T-1" b 6-9- b 6'-6" b 6'-3" b 6'-1" 2" x 3" x 0.045" Snap 12'4" b 11'-5" 0 10' 8" b 10'-1" b 9'-6" b 9'-1" b 8'-8' b 8'" b 8'-1" b T-9" b 2" x 4" x 0.045" Snap 15'-1" bi 13'.11" hi IT-O" bi 12'.4" b 11'-8" b 11'-1" b 101-8" b 10'-3" b 1 9'-10" b Notes: 1. Above spans 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. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214568, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (3W) 767-6556 I PAGE ICC) COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 3.39 SECTION 7' SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD OD SCREW (2) PER RAFTER OR TRUSS I ALL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUC 47ON FOR MASONRY USE 1/4" x 14/4" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES i za a o. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214363, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (388) 767-W% PAGE COPYRIGHT 2003 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 7 ' SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP 8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS 8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL SCALE: 3" = 1'-0" WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: 10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: 3) EACH #8 x 1/2" LONG SAM.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL PER TABLES SECTION 7) SUPPORTING BEAM PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL 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 (366) 767-6556 SAGE COPYRIGHT 2003 7.14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrrEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3, 1 SCREEN; ACRYLIC 1 VINYL, GLASS & MODULAR 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 BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-112" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER 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" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-556 SAGE 0 COPYRIGHT 2003 3-14 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION *3' SCREEN, -ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER ALUMINUM FRAME SCREENTHROUGH1" x 2" AND ROW WALL LOCK INTO FIRST COURSE OF BRICKS ROW LOCK BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW 4" (NOMINAL) PATIO STRUCTURAL KNEE WALL CONCRETE SLAB W/ 6 x 6 - 1" WIDE x 0.063 THICK STRAP 10 x 10 WELDED WIRE MESH @ EACH POST FROM POST TO OR FIBER MESH CONCRETE FOOTING W/ (2) #10 x 3/4" I S.M.S. STRAP TO POST AND 1)1/4" x 1-3/4" TAPCON TO e 1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN. (2) #5 BAR CONT. X 1) #5 BAR CONT. I ° 2'-0" MIN. 3-1/2" TYP. — — BEFORE SLOPE ALL SLABS) .I • g _ I " m = I 1-1I 04 1 I I=' I I=1 11=i 11= III —I 11=1 11=III—I I'' 8" TYPE 1 TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2" / 12" 2" / 12" - V-10" > V-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 314" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (366) 767.6M SAGE f COPYRIGHT 2003 3-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. LY m D N m V0f- or- z X A MO ANx A'0 D Nm m 4 m A y N D m y . Table 2.1.4-120 Allowable Spans For Miscellaneous Framing Beams Used in Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 second wind gust at 120 MPH velocity; using design load of 14 #/SF Aluminum Alloy 6063 T-6 Single Self -Mating Beams Tributary Load Width 6'-0" 1. 7'-0" 1 8'-0" 1 9'-0" 1 10'-0" 11'-0" 1 12'-0" 1 13'-0" 1 14'-0" 1 15'-0" 1 16'-0" 17'-0" Allowable S an 'L' / banding 'b' or deflection 'd' 2" x 4" x 0.044" x 0.100" 9'-5' d 8'-11' d 8'-6" d 8'-2" d 7'-11" d 7'-8' d 7'-5" d 7'-3' b 6'-11" b 6'-9' b 6'-7" b 6'-4" b 2" x 5" x 0.050" x 0.100" 11'-8" d 11'-1' d 10'-7' d 10'-2" d 9'-10' d 9'-6" d 9'-3' d 8'-11" b 8'-8' b 8'-4" b A" b 7'-10" b 2" x 6" x 0.050" x 0.120" 13'-8' d 12'-11' d 12'-5" d 11'-11' d 11'-6' d 11'-2' d 10'-10" b 10'-5" b 10'-0" b 9'-8" b 9'-4' b 9'-1' b 2" x 7" x 0.055" x 0.120" 15'-0" d 14'-9" d 14'-l" d 13'-7" d 13'-1" d 12'-8' d 12'-2' b 11'-8" b 11'-3" b 10'-11' b 10'-7" b 10%3" b 2" x 7" x 0.055" w/ Insert 18'-9" d 17'-10" d 17'-0' d 16'-5" d 15'-10" d 164" d 14'-11" d 14%6" d 14'-2" d 13'-10" d 13'-6' d 13'-3" d 2" x 8" x 0.072" x 0.224" 19%3" di 18%3" di 17'-6" di 16'-10' d 16-3" d 15'-9' di 15'-3" d 14'-10" d 14'-6" d 14'-1' b 13'-7" b 13'-3" b 2" x 9" x 0.072" x 0.224" 21'-1' d 20'-1" d 19'-2" d 18'-5" d 17'-10" d 17'-3' d 16'-9" d 164" d 15'-9' b 15'-3" b 14'-9' b 14'4" b 2" x 9" x 0.082" x 0.306" 22'-5' d 21'-4" d 20'-5" d 19'-7" d 18'-11" d 18'-4' d 17'-10' d 17'-4" d 16'-11" d 16-7' d 16'-2" d 15'-9' b 2" x 10" x 0.092" x 0.369" 26'-0' di 24'-11' d 23'-11" di 22-11" d 22'-2" d 21'-6" d 20'-11" d 20'-4' d 19'-10" d 19'-5" d 18'-11' d 18'-7' d Double Self -Mating Beams Tributary Load Width 6'- 0" 1 7'-0" 1 8'-0" 1 9'-0" 1 10'-0" 1 11'-0" 1 12'-0" 1 13'-0" 1 14'-0" 1 15'-0" 1 16--0" 1 17'-0" Allowable S an 'L' / bendin 'b' or deflection 'd' 2" x 8" x 0.072" x 0.224" 24'-3" di 23'-0" di 22'-0" di 21'-2" di 20'-5" di 19'-10" di 19'-3' di 18'-9" di 18'-3" dl 17'-10" di 17'-0" di 1T-1" d 2" x 9" x 0.072" x 0.224" 26'-7" d 25'-3" d 24'-2" d 23'-3" d 22'-5" d 21'-9" d 2VA" d 20'-7" d 20'-1" d 19'-7' d 19'-2" d 18'-9' 2" x 9" x 0.082" x 0.306" 28'-3' d 26'-10' d 25'-8" d 24'-9" d 23'-10' d 23'-1' d 22%5' d 21'-10' d 21'-4" d 20'-10" d 20%5" d 19'-11"2" Id x10" x 0.092" x 0.369" 32'-8" d 31'-1' d 29'-8- d 28'-7" d 2T-7" d 26'-8' d 25'-11' d 25'-3' d 24'-8' d 24'-1' d 23'-7" d 23'-1' Double Self -Mating Beams with 2 x 4 SMB added to Top or Bottom Perpendicular to Webs Tributary Load Width 6'- 0" 1 7'-0" 1 8'-0" 1 9'-0" 1 10'-0" 1 11'•0" 1 12'-0" 1 13--0" 1 14'-0" 1 15'-0" 1 16'-0" 1 17'-0" Allowable Span 'L' / be ding 'b' or deflection 'd' 2" x 8" x 0.072" x 0.224" 2T-7" d 26'-2" di 25'-0" dl 24'-l" di 23'-3" di 22'-6' di 21'-10" di 21'-3" d 20'-9' di 20'4" d 19-10" di 19-6" d 2" x 9" x 0.072" x 0.224" 29'-11' d 28'-6" d 2T-3" d 26'-2" d 25'-3' d 24'-6' d 23'-9" d 23'-2' d 22'-7' d 22'-1' d 21'-7- d 21'-2' d 2" x 9" x 0.082" x 0.306" 31'-5" d 29'-10" d 28'-6' d 27'-5' d 26'-6" d 25'-8' d 24'-11' d 24'-3' d 23'-8' d 23'-2" d 22'-8' d 22'-2" d 2" x 10" x 0.092" x 0.369" 35'-11' d 34'-2" d 32'-8- dl 31'-5" dl 30'4" di 29'-5" ;1 28'-7" dl 2710' di 2T-2- di 26'-6' di 25'41' dl 25'7 d Gabled sloped roofs Include gables with a roof slope greater than 1" in 12". Note: 1. It is recommended that the engineer be consulted on any carrier beam that spans more than 35' 2. Spans are based on 120 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. Above spans 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. 5. Spans may be interpolated. m 0 1 O Z N PLAT OF -SURVEY DESCIRIP11ON: (AS' FURNISHED) LOT 41, MAKERS CROSSING PHASE 2, AS RECORDED IN PLAF BOOK 62, PAGES 97- 99, OF _THE: PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: I THE FINISHED FLOOR ELEVATION OF 11IIS ) STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTI-I IN TIIE_ CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1` l TRACT A 1" = 30' CLYDESDALE CIRCLE GRAPHIC SCALE A=1717'34" 00' RIGHT-OF-WAY 1?1250.00• 0 15 30 J A= 8'36' 4 8" R=225.00' L=33.82' C[3=S84'59' 10'E C=33.79' M89-17'34"W 501.18' PT CENTERLINE OF_ RIGNF-OF-WAY S8917'34"E 16.30' WALK IS 1.5, OFF —e 124 L 75.45, Co"80•38'47" IPC -- -- NIo FNU "X" cur yl IN S/W DRIVE -A olv PI Zj YlA1K IS 1I11U Y EASEMENT I n 19.6. 5.7' COVERED ENTRY Lo o x TWO STORY CONCRETE BLOCK WOOD FRAME N"Tv Y o RESIDENCE iIPIISH FLOOR ri Et EVA IION=42 83 " O L-01' 42 O z CLRIIFILD 10 AND FOR TIIE EXCLUSIVI US O.ItFI, TITLE COMPANY f FLORIDA INC. IIPELHY NATIONAL TILL INSURANCE COMPANY OF PE:NNSYLVANIA C11115 SANRTGACRD O PA14 I , I D. SAIJF0121T CU MORTGAGE COMPAN I ID. NO*([: 1. ALL DIRECTIONS AND DISTANCES HAVE III EN FIELD VERIFIED AND ANY IfICONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE. SIT/FOUND ON 10-20-03, UNLESS OTHLRVIISE St TOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED TIIE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VAI ID WITHOUT 111E SIGNATURE AND THE ORIGINAL RAISED SEAT OF A FLORIDA LICENSED SURVEYOR AND MAPPI R. 1 HAVE EXAMINED TIIE F I.R.M. COMMUNITY PANEL 1411 120289 0045 E DAII D 4/17/95 AND FOUND TIIE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SNON4 IIEREON MtE BASEO ON SEMINOL.E COUNTY VERTICAL CONTROL AS FURNISHF.O. BEARINGS SHOWN HEREON ARE BASED ON 111E WESTERLY LINE OF LOT 41 AS BEING NOO'42'26" E PER PLAT. FIELD DATE:) 6-10-03 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ — 1u-2o-03 cKe DESC171P 110N 8-13-03 J6 A BOUNDS 05/06/03 Soo PLAN 3-26-03 SOO JOB NO. ASIA41018 ORAWN BY: — 40.0' PATIO 1q o : ib0 fl II V ENNRO MEN'ACON Ly99 $ 2TROL -. 03 00 - AS 1 LOT :55 W 50. 40' LOT 36 IVAl1t IS O.I- OIf O 00 Nj N LOT 40 0 LOT 37 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND TNN 1/ 2" IRON ROD AND CAP FJUILDINC SETBACK LINE L0 N8393 (10/20/03) CEN IERUNE FNO NAII. AND DISC IB 16393 ( 10/20/03) RIGIIT OF WAY L114L 13•!34 EXISTING EIEVA IIUN j NO #IJDIU/(10/2 /03) CJ C014CRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE 18 LAN14D SU171N VE1C BUSINESS55 LDT.NOIES ARC LENC TIT LS SR LAD VEIN CB. DENOTES OEAR PRM PERMANENT REFERENCE MOIJUMENF PC tur OF CURVATURE DENOTES POoINT PCPPEITMAITTNTCONTROL POINT PI DENOTES POINT Of INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURLD Pt DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W C014CRE IE WALK A/C AIR CONDITIONER SW SIDEWALK COW CO:ICRETE BLOCK WALL C. CONCRETE PAD RP RANIIS POINT CS LENGIN IFICRETE SLAB ILl OVERHEAD UTILITY LINEC PK PCIARKE PARKER PR KMON1DIDENTIFICATION R RADIUS POL POINT ON LINE PC1C POINT OF CURVE PCC POINT OF COMPOUND CURVE 320 EAST SOUTH STREET, SMITE 180 ORLANDO, FLORIDA 32801- ( 407) 426- 7979 HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE 11NIMUM TECHNICAL STANDARDS" SET FORTH Y TII[ FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER IG17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA da 23-o3 7 )r;//' FOR