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HomeMy WebLinkAbout172 Walnut Crest RunCITY OF SANFORD PERMIT APPLICAI•ION Application # : — 15 J Submittal Date: c Job Address: VValue of Work: $T 8©. RECEIVED Parcel ID: 2%;�N 'F)I8c� Zoning: Historic District: MAR 2 2007 Description of Work: �'L Q iz �L H'�r1 C gl� 4 Square Footage: ........................................................................................................................ Permit Type: Building J 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. Rdquired) 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 J Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ........................................................................... ....... .............. ..... Property Owner: Contractor: • • �1.A.S Address: Address: _ o�1en O E-mail: • H Pho tate License Number:C Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will no ' he owner of the property of the requirements of Florida Lien Law, FS 713. 3� a�r\ �I �3-a1-0-1 Signature of er/Agent u Date1 igniuriva ebgContractor/Agent Date -TN(ie�,S2L PaN_040, IN Isi►IPL 220 0 , Print Owns/ gent's Name Signature of Notary -St teofFlorida Date �p1 %``Ayj, �i Larry K. Heil ?°t U'�" Commission #DD262726 _• o Expires: Dec 12, 2007 Bonded Thru � s Myotic g,( no Co., to Inc. Ow r/Agent is _ ona y nown to Me or Produced ID O APPROVALS: ZONT!`�:gxeTIL: FD: _ Special Conditions: Rev 02/2007 Print Con or/Agent's Nie aC 4020%#DD262726 Date oPe`, Expires: Dec 12, 2007 OF ,; ` Bonded Thru Atlantic Bonding Co., Inc. Contractor/Agent is _ Personally Known to Me or _ Produced ID ENG: BLDG: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 FARCEL D VIOL O"133JOHHsoH; CFA, ASA PROPERTY "PRAISER SEMINOLE COUNTY Ft - L1101 1 1. 101E. F1RS+.S7 SAHFoR0, FL32771-146B 407 - 665, 7506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-1860 Number of Buildings: 1 Owner: PANDARINATHAN INGERSOL & Depreciated Bldg Value: $215,614 Own/Addr: MURUGASADAKSHARAM SASIKALA Depreciated EXFT Value: $0 Mailing Address: 170 WALNUT CREST RUN Land Value (Market): $48,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 170 WALNUT CREST RUN SANFORD 32771 Just/Market Value: $263,614 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $263,614 Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $0 Exemptions: Taxable Value: $263,614 Dor: 01 -SINGLE FAMILY Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $4,740 WARRANTY DEED 12/2004 05585 0464 $248,400 Improved Yes 2006 Taxable Value: $240,813 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within.this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... L] Method Units Price Value LOT 186 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 48,000.00 $48,000 62 PGS 12 - 15 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 13 1,532 4,125 3,479 CB/STUCCO $215,614 $218,897 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 459 Appendage / Sgft OPEN PORCH FINISHED / 143 Appendage / Sgft OPEN PORCH FINISHED/ 44 Appendage / Sgft UPPER STORY FINISHED / 1947 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits 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/web/re_web. seminole_county_title?parcel=22193050200001860&c... 3/22/2007 THIS INSTRUMENT P EPARED $.Y: NAME: Building &Fire Inspection; ���``4--� ADDRESS: t \C(�-�. N SEAUNOLE COuNr 1101 East st Stree Sanford, FL 3277, NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) �.\ - 1_ji� - 5 c:Q - pC� \� The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) GENERAL DESCRIPTION OF IMPROVEMENT��. OWNER INFORWTTIION Name and address �'�►� Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address 1IIII111ill IlIli11111IIIIll 11Ill IIIll 11Ill 11Ill 11Ill 1llei 1 IN SURETY (Bonding Company) Name and address MARYANNE MRSE,. CLhRK OF CIRCUIT DEBT Amount of Bond BK 0 Py fes; (1 Pg) CLERK'S # 2007042018 LENDERRECORDED 03/20/2(g)7 02:W:5o pm Name and address RECURDIM FEES 10.00 RECORDED 6V T Smith *********************************************************************************************** Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address Al If-) *********************************************************************************************** pons within -the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: 42-11-1 - of In addition to himself, Owner Designates „tt/ `rt To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. * ***** 0 Expiration Date of Notice of Commencement �N� oo�� (The expiration date is 1 year from date of recording unless a different date is spt cified.) . �pR`l o o`l o 4 oF`nP CLERK C�e'1�" Signature of Owner 0 TO Swornt and sub crjbO before me this Day of My Commission Expires: �o4 a ,, J Lam, . ell (., Commission HDD262726 Notary P tzlic a ate; Expires: Dec 12, 2007 l.> ' . • oP Bonded nru ��i�OF F, The o er going ins e t was cknowledged before me thisHd�% of�dano., to ��, by �.,z C,.._, (Name of person acknowledged), who is personally known to me or who has r duced ��a r L c (Type of identification), as identification and who did/did not take EMSNNOECapay f'1oRIDA'S N.ITum CHOICE Limited Power of Attorney Date: J 1001o'7 I hereby name and appoint Tive, k—jes-3 K of A /�'S►—C �1SS t��c to be my lawful (Company Name) attorney in fact to act for me and apply to Seminole County Building and Fire Division for a .Z11.Q iw!Z permit for . (Type of Per it) work to be performed at the location described as: Parcel ID#: ar1-1 c7-- 3p—Soa •--,covy —1 F60 Address of ,Job: /70 Ct -- L,r,,cx-7- Property Owner: 7T.v fps PL, l �.�a ,n 2. >.v,g r%o ,•� and to sign my name and do all things necessary to this appointment. f 'r l esV'- CAs.f Al CSO <!T,�, c°8c j �-W3c- (Contractor's Company and License) (Signature of Contractor) Acknowledged: Sworn to and subscribed before me this day of M,41?cA A.D. Notary Public (Seal) My.Commission expires on: _ ,,t;�Y ►''--, Lary K. Heil Commission #DD262726 a = Expires: Dec 12, 2007 Bonded Tbru ''""` Atlantic Bonding Co., Inc. �� Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Me Single Family Residence Attached to Wall of Host Structure 3" .024 Composite Roof rStructural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy 4'-10 7/8" 11 4'-10 7/8" 4'-10 7/8 25'-10 3/8" -1591 i F.4 m Scale v 0 IngerSol Pandarindhan 170 Walnulcre5f Pun N Drawn by Ooh l Iueller Me Single Family Residence Attached to Wall of Host Structure 3" .024 Composite Roof rStructural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy 4'-10 7/8" 11 4'-10 7/8" 4'-10 7/8 25'-10 3/8" -1591 i F.4 Plan View Scale uare IngerSol Pandarindhan 170 Walnulcre5f Pun Page I of 5 Drawn by Ooh l Iueller 597 Pleasant St. - Lake Helen - FL - 32744 Sanford, L -'�)creen Poor? w/ 3" Gor)po5i/e Poof (388) 228-3933 FAX: (380228-3233 Front View: Existing House Porch. Adding screen Inserts 5' 5'-11 15/16" 6'-0 1/161, 20' 1�Z � / Existing Columns / >c N �K nl o -2)t2� 25e2 16" Kic latel ja l 6' 7' / X2 5' 5'-11 15/16" 6'-0 1/161, 20' 1�Z � / Existing Columns / >c N �K nl o -2)t2� 25e2 16" Kic latel ISOMETRIC scle No 5colc Uat26 /1--fD 07 ingcr5ol Pondarinalhan Page Drawn by 170 Wolnulcrc51 Pun 5 of 5 lob l%uellcr 597 Pleasant St. - Lake Helen - FL - 32744 Sanford,,FL 1 ronl Porch Scrcen ln5erls (386) 228-39331 PAX: (386)228-3233 ja l 6' 7' ISOMETRIC scle No 5colc Uat26 /1--fD 07 ingcr5ol Pondarinalhan Page Drawn by 170 Wolnulcrc51 Pun 5 of 5 lob l%uellcr 597 Pleasant St. - Lake Helen - FL - 32744 Sanford,,FL 1 ronl Porch Scrcen ln5erls (386) 228-39331 PAX: (386)228-3233 SECTION 3A SCREE.N, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW' FOR MAX. H" /// UPRIGHT HEIGHT (h) 1" x 2" k-- MIN. 371/2" SLAB ON GRADE VARIES, OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN,fACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) WLSOLID 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„ FOR ROOF BEAM` ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W U) SOLID ROOF XCr NO MAXIMUM Cn (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES VARIES NOTES: 'P'VARIES —� 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ 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 BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 1 #10 1 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 76746556 PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROPF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS'P.ER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES x 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 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 311.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 @ 6" FROM EACH POST AND 24" O.C: (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-7 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 ALTERNATE CONNECTION: (2) #110 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM Ii _ SIDE WALL HEADER 1" x 2" OPEN BACK ATTACHED I I ATTACHED TO 1'' x 2" OPEN TO FRONT POST W/ I BACK W/ MIN. (2)1/10 x'1-1/2" #10 x 1-1/2" S.M.S. MAX. 6" S.M.S. FROM EACH END OF POST _ i AND 24" O.C. SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (3) 1110 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT WALL GIRT I I I. i FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" [ V x 2" OPEN BACK ATTACHED CONCRETE /MASONRY TO FRONT POST W/ I ANCHORS @ 6" FROM EACH #10 x 171/2". S.M.S`. MAX. 6" POST AND 24" O.C. MAX. AND FROM EACH END OF POST I WALLS MIN. 1" FROM EDGE OF AND 24" O.C. 1" I CONCRETE MIN. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = l'-0" Lawrence. E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368; SOUTH DAYTONA, FL 32121 TELEPHONE'. (386)767-4T74 FAX: (386) 767.13556 PAGE © CO,PYRIGHT 2004 3A-6 NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SE GT'I N 3AT a �:sk E..N ISI /�� 6 't'I,.It:F del, Pli lf(� �t�IlllFz - -- ��.i. _ Y. e�lgn nac pf ;13 I✓1,�1 cable 3A,2. 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PAX: (356) 767--6556 PAGr 3A-211 116'1TO EtC REI'rYouUCCD IN W1 KILL OR 114 VAR'I' )NII"IiOUr' IIit WHI r-1 FIJ I'L'rtjmssIOIJ ur LAV/RLIJCE E. nl-IIWET-1, P.E. 1 AC.�Ir YLI�, �t V I N Y P Q0i�Ca� C 1 able 3�A 1:'I-120 AlloW�tble f dye L3cant S. flc),IIoW 1:xU'usior ` �I hot 5crrellIor Vl))yl ),�nar1u; 1� For, 3 sg otitl wlncf. Just til 'Is'U (Vll i(I velocind of 'I Mimr, Cantilever • �Ilulilntnli �Ilny aGUG i 'j G -"`___`�- 7.,,�•-•.�:. -' ,( 111 x��ll x p <l:pad�l Max S(inn'I'((��c�ntllitct�U'bl tiefl(�t,(lon'tl' .L Wl�lill (fj') 1 hbE1d (fax ;fiElJt I' 1(U, IldlncJ'h' of cle 1) 1,19, Spiitl J bp�n I 5p to I MaZ Wld'(h (fO — lust d ] — erl I I r 1 .1 C7n111evPl I' it l bp71t. 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[,' I"..;d ol.,p� p I If Tr n, 12 t'�a 1 '21' 3� rl' S' I'« I i Ir I�'01- - J 'L .-tl o' 11'1 Ally` ? ' x:r R U 0,15� (U I?1011 1 Lb�ch r( ; Mix Spi)it '1 11 be.)idlnt l Z' !c 11 . 4Midtli� i(I _ ( J'�;. (I(luii tl )�; L'J'Itif '�Igt t 5pritjl' 1 (Itiitlll{ j I)'arl t(e(le(tli�il'�)') ( ) s ME)( WI41Ift {fl j ' pnn 3 �paiil f hEm , it ) r h N1 71 411111 Alt.. 111 ,t_ JI)i711 J Jh71j.,I •:. ) 1 7. I 5{I• Elil � Iilllle el• . 777 p. I prI'rL'�h i UII y rJ' 0 3 d r'a 1 1"0' l )'tu d. ii IU I r I IU cf 7?I tl G ,I CJ 7' 0° ,� y bl,lll d;: 71 :h 0 (I � tJ J r..1� 1. i>Il of d. I bl(I11'b 11 d' . .ta—I Lt1 t!)' '' ...� I Dy+1� ... .,_._._.:_ 1 U 7 '�° d �'U' 4" � 7' I 1 '• IJ 1'-v'' T IT II.I �I J,Jn rJ; �'1",+fiIV1 J',1;I"'r Uhl III II II d , �.n •^ 1 n +''--- � 1. 1 11 i 11•, -•--._._.....t)' ' l U -J Il1I tl' IR G 0 b 7 G 17. I i /ill(7VF) Sp�(15 dU licit Illeludp longth of {gree ( lIke, Md IIv117_r,,nitll x.1151 iltt.0 flub 'il),Iltlltl !b r,rnlel of ht ace lv Ilcjt4i i oonnecll:oli to the HbovG 8ia7ns foi'lcil tl beafi rpE1n5, { 1.• Sp„il s r)l�y he inlUrl)vlaled; 1 I� Ir ' r II I.(:IWIGIICI t L.)�IUJeII, l'.1= FIJI 'IGE3�t�t GIVII r-rdc rr�r sir r�t:vt>cvr,nfL cor�sur.rnrlr t 11 - P.O f,OY 71.13GU SUI1111U/1Y1"l),IJA 1=1.91171, ) TELEPI101It;•: (3UG) 7G�-�ti1d , rAY:-(3Ufj) 7G7-GG5G - i 0 GOI'YlilG fl'I 20Y4 i:.: PAI Ly I•lOT TO BE fiC. (IZObUCEb III VYI IOI_E OR IIJ PAR r WI1 HOU r 1IiE Wm rl.Ell vullA185I0IJ OF IAWI',EIIC E- L-•. eU II lET1, v.r. Mm l '1 (1 1 SOLID ROOF PANEL PRODUCTS SECTION I , HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR TO FASCIA AND RIZER OF PAN AS SHOWN #8 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @ EACH RIB ROOF PANEL w� ---__ z a Q Lu ao HEADER (SEE NOTE BELOW) #8 x 1/2" S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O,C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" &M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE ROOF PANEL TO WALL DETAIL. SCALE: 3" = V-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG CORROSION RESISTANT S.M.S. W/ 1/2" WASHERS. ALUSCREW 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 W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-7 I I SCREENED ENCLOSURES SECTION 1 � 1/4" x6" RAWL TAPPER THROUGH 1" x 2" AND _ ALUMINUM FRAME SCREEN ROWLOCK INTO FIRST WALL COURSE OF BRICKS CAP BRICK ALTERNATE CONNECTION OF BRICK KNEEWALL TYPE'S' SCREENED ENCLOSURE FOR 'd MORTAR REQUIRED FOR . ' BRICK OR OTHER NON- - LOAD BEARING BRICK WALL ' STRUCTURAL KNEE WALL M 1" WIDE x 0.063" THICK STRAP 4" (NOMINAL) PATIO EACH POST FROM POST TO f — CONCRETE SLAB (SEE NOTES FOOTING W/ (2) #10 x 3/4" V CONCERNING FIBER MESH) S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4 CONCRETE ° ANCHOR TO SLAB OR ° (3) #30 BARS OR (-I ) ®— #50 BAR W/ 2-1/2" COVER FOOTING (TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS I �1 #5 BAR CONT 3� #3 BAR CONT: OR 2 #3 BAR CONT. OR I 2'-0" MIN. 3-1/2" (TYP. �1 #5 BAR CONT. ° BEFORE SLOPE ALL SLABS) - a /° \ \ ° --� C\I 00 a / / \\\/ \/\� /\ 6„ 1'-0" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING > 1'-10" I Notes for all foundation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds i 32 ft., then a Type, 11 footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil i s shall be verified, using a pocket penetrometer, field soil test, or by a soil testing lab, to be above 1,500 PSF I prior to placing the slab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 10 x 10 welded wire mesh or crack control fiber mesh:. Fibermesh ®TM " Mesh, InForce e3 (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing, use Type II footing or footing sections required by local code. Local code governs: SLAB FOOTING DETAILS SCALE: 3/4" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 s © COPYRIGHT 2004 PAGE s NOT TO BE REPRODUCED INWHOLEOR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT; P.E. 1-55 I SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30° -30' -On" Nnrth 1 1-1— .... m- ce , 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 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 shall have site specific engineering. 3. Spans are based on a minimum, of 10# / Sq, Ft. 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 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. . 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing.as shown in detail (48'-0") span with purlins at 6'- 8" o:c. center purlin and (2) purlins each side of centerpurlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767=4774 FAX: (386) 767.6556 IPAGE 1 sCc I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Tributary Load Width W'= Beam Spacing Hollow Sections 3'-0" 1 4'-0" 5'-0" . 6'-0" 7'-0" g'.0" g -0�� Allowable Span V/ bending 'ti' or deflection 'd' Allowable 2" x 2" x 0.044" 9'-10" b 8'-7" b 7'-8" b 6'-11" b 6'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055." 10'-9" b 9' 4'` b 8' 4" b T-7" b 7'-1" b 6'-7" b b 2" x 3" x 0:045" 13'x" ,b 11'-7" b 10' 4" b 9'-5" b 8'-9" b 8'-2" b 6'-3" b 2" x 4" x 0.050. 14'-8" h 197. h i •i A-- kk , n, A., � --„ 7'-8" b 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 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 shall have site specific engineering. 3. Spans are based on a minimum, of 10# / Sq, Ft. 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 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. . 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing.as shown in detail (48'-0") span with purlins at 6'- 8" o:c. center purlin and (2) purlins each side of centerpurlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767=4774 FAX: (386) 767.6556 IPAGE 1 sCc I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Tributary Load Width 'W'= Beam Spacing Snap Sections 3'-0" 4'-0" 5'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b 7-8" b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" 434'-9" b 2T-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 2" x 7" x 0.062" b 30'-1" b 26'-11" b 24'-7" b 22'4" b 21'-3" b 20'-1" b 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 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 shall have site specific engineering. 3. Spans are based on a minimum, of 10# / Sq, Ft. 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 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. . 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing.as shown in detail (48'-0") span with purlins at 6'- 8" o:c. center purlin and (2) purlins each side of centerpurlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767=4774 FAX: (386) 767.6556 IPAGE 1 sCc I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Table 7:3.6 Allowable �__. A.. Composil:t. Pal .1s wl E LOCK for Various Load's 4 Metals USA Building I'rod(IGIS LY, ME1110aCtLirerS,Proplletaly ProdUcts: Aluminum Alloy 3,105 1-I"14 or -25 f=oam Core E;13,5. IN Uensily 3.'i.?( dU" x U 021,1" Rugf. Panel w/ EZ -LOGIC Wi ini �OOert StruCiures �� Mono Slopeii Jioof w _ Screen R,Ool Attarhbd Covers - class-& Mvd1110r Robins C ncloaed. , Overhangl Gantilever Reglon.: 1812 3 4. spare 1A2 ' 3 4' r I82 3 ;- _ `d - All _P span spat span p7n spall 5pan span $p trig sjiEtr Ctot7fs 100 MPH 21' ,d'1. `'23 10' ' 23 t).',. 20 4" LJ' 9" 21_ I I"- 15',1", 17i 9 1�10MPH 71' d" 23'-10".-�23' 011 10' E3".' 20.1'1". 20 ?;'' 13' 9'' ' 15'-4'- _ 14 1 I” 1 xb mPH 20'1" �19'U' 22' 9"T 2G' -G' lEl 2., 130 MPH^19 22 1"2113'-6"T X15 -9" " 1 t 0° , , 'L 6 4 4, 123 MPFI . '-- 2 - 21 1' 1 16 3 '.IBI 7.11 13-2" `13 6 d30 MPI11U' -� 01, 0 2' a15 I _11 17' 9 IG' -3" 11 .1" 17 ,1.I'(" 12 G".. . 4 p' 150 MPH: 13' 3 12' 1 13 9' . 13'-- 7" 10' 5" ' l3 15p Mi'N 12'-•1" 13' 9' 13 3" 12'-14 13 9' 33 _ 4U" 1013 10 1 311 0lieii Structures Screen Rooiiis G1=tss r Robins: Overlmn01 Wind FZegion Wind Open"Slroctules Mono Sloped Roof 9cr6dri'Roorn§i 8 Attached Covers 0.U7A 12nof. P�neLw/, C7 -LOCK overhang II Carttilevol' :. Region 1�2 apan :3 span 4. spare 1812' span Wind Region Operi Structures I�iono-Sloped. (hoof . : 18.2 w__3 _ act`een fjGrrn� S1 Attar heel ! oust s _ I Glass i1 M9dtrini l�oorri LncloRleil. Overlan7 (atilileVer All Roofs f00 MPH `79'-1" 100 mPil -_`_ 110 MPH - span Span apnn 23151.".26'-2'� �5 3" >23' b' 2G 7" 25'4"2O span pan spin �_ 22 3' 24'-11": )4-"I' V 2FI, 1 ; 22'-Z! . - span span span _ 17 :5':; 15.1" 1G 0 117 51. Rrir�is 01. '21'-U" 24' T' 1?0 mPFI' ,2) 3 T24' 111, 2<I i 19 1 `y 21 4 70' 7' 13 9" 15' 4'' 14-10" 4, 0" '120 MPH 1,23, MPH f23 MPH .21' S' �__ 23-11" 23' L' -- 1U' 6" 20 J'„' - 20 0 _ 13 6 _ 14 1 I” 19 3" �16'-2't III -011 130 `MPH 14 MPH :24' 7" 1(i 9" 27-6 �0_-_9 2G' -G' lEl 2., 130 MPH^19 9' 22 1"2113'-6"T X15 -9" " 1 t 0° , �1 U -9" � :11' Ti . 151-11' 11-0, T-0" '150 mPFi '1(1'-9' ^10'-9"� 4`=0 °161 ql' IU1 9a '.IBI 7.11 ':13'-8" ' 140 MPN `13 6 15' 1" 1 4W" 131 6,1 I J_.I„ r. �. 150 MPH: 13 7" 10' 5" ' .12 1" 11' /1" t 01 5" ai 413" x 0:924" Roof Panel vvl rZ,I.OctC 0lieii Structures Screen Rooiiis G1=tss r Robins: Overlmn01 Wind FZegion IViono Sloped Roof 8 Att tclterl rovers - � rtclosect �4 C,1 diever All ` ^-I�2. 34 1312 � 3 3._; _ 5pan span ' . spall „spall spirt , : spsii spat) spirt, , slim) Roofs' 10O. MPI 12fi' S' 29 -G"' 2U' G" Z5 211. 2U -1" 2 r'-2" :. 1 91-U'' I 11O.IviPFI P6-5" 29 2G lU : 24 11 iG 2°� ' 120'MPH 25` 2' '.2U .11. 27' 2" 71 G ..,21 111. '23 3 151 G";' IU1 DII' 101 01,. 4r 011, 123` MPH '24' 2" --- - 27' 0" 2G' 111. 20' 11' ','25' G" 22' 7" ; 15 -1" I U .111 1 T 611. _ 41 011 ' 130 MP1i 22' 4 —;151.31 24 11' .' 2{1' i" . 19 b' . 21 11 ' 21 3' 1<t1,1.11 — 15', I I" 15'-5" 4' 0" 140 MPH 1.7'-0" "10' S' '15-T'9 :17'-01. 1691-6" 3 14 14 I I'f 14' ' 150 MPH r 1 3" 17 U"' r1. : 16'-b :. I i5 3 '17 0' r1 16'-5' r ,I 17 5 13 1 1" p 'I 3' 5 . 1 4' 0 x,0,0d'2 Root Panel yJl E Z-i_C1CIC Wind Open"Slroctules Mono Sloped Roof 9cr6dri'Roorn§i 8 Attached Covers lass R�ModoW Ruams Ertr losed overhang II Carttilevol' :. Region 1�2 apan :3 span 4. spare 1812' span .,. 3� sp111 4 Spin 112 span' 3 spar) _ 4 spa i_ All Roofs f00 MPH `79'-1" 32'-6" 31'-5": ,' 27'-W: 30'-11" '19'-1 l'' '21'-U" 24' T' '23' 5" 4'4' G' ?20'4' 27 G"' 20'--1n '120 MPH 1,23, MPH 27' 1l' 2fi 6" 30 i l' 29.9' 29 11" 28'-91' 23' 9' 23' 111 '2G G 2.5 911 75' U ;24'-'11" 9U 5' : `I7 i0" 20'-7'' 19 fl' 19 3" �16'-2't III -011 130 `MPH 14 MPH :24' 7" 1(i 9" 27-6 �0_-_9 2G' -G' lEl 2., 21' U ,:ig 9" 24'4' la' 9° ! 23 5'! ;;1a' °:. X15 -9" " 1 t 0° , �1 U -9" � :11' Ti . 151-11' 11-0, T-0" '150 mPFi '1(1'-9' ^10'-9"� 1t3 2'.'T °161 ql' IU1 9a '.IBI 7.11 ':13'-8" ' ~15'_1111 14'-10" Note: JotAl roof, lune) wldtit - room Width -I Wall wldili a overhang TM Lawrence E Bennett, P.L. FL11-16644 '1664 B 1_11 I di fig P 1'OCiU cts L. f' . CIVIL rNISINEC7 - OE KOPMENI GONSULTANr 707.5 American Way, Grove'land, FL 34736 Fib, BOX 214360, SOUTH DAYMIJA, 1-1.32111 TELErHOrIE: (306) 967-4774 TEL: (352) `(352) 737-7766 x202 FAR: (352) 129-201.1 FAR: (380)767-6566 TOLL-FREE: 1-800-342-9077 hl<aufnianrt@nieCalsusa.conl PAGE COPYRIGHT 2aU4 - ,9 IJOT TO eC REPRODUCED IH w1101_E.OR 114 PART wH1IVUT THE vJRITrEil PERIo rsslo1J or l_AwREmr. E. DEiJIJF;T1, P.E.�E. / '"."'; 5 --1 U[.. 04 4010401OL4 f --151v1 I'HUL el PLAT OF SURVEY DESCRIPTION: (AS FURNISHFD) LOT 186, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SLMINOLE CUUN IY, I-LUKIUA I" . 3)' LD M GRAPHIC SCALE ���• (F �1Na R 0 t 5 30 OVER E D. ` '1: 'ENTRY "� N C'N FCCOFF 19 O, 8' 1O A=116'30'08" CENIERLINF. L;--152.50' rND NAIL AND DISC R= 75,00' FINAL 10-12-04 VH CB=N67'21'45"E LB 066 (10/1:1/04) C=127.55' _-- FENCE 1$ DRAWN BY: 0.5 OFF LOT 185 d Ci PC/ 6� LUT 187 ' S54'23'11 "E 3' DRAINAGE AND VTIUTY EASEMENT PT r------------------------------ I ( D.I OFF " LOT 186 /Y 7.0 'L I �d TWO $TORY CONCRETE BLOCK yj do WOOD FRAME RESIDENCE `^ 1 FINISH FLOOR 'iii£ ELEVATION -19,33 I 66y N54'23'11"W 23,01' Pr^ (�--- NS4'23'11'W FOR THE BENEFIT AND EXCLU5IVE USE OF:. METROPOLITAN TITLE AND GUARANTY CO. DBA COMMERCE TITLE CO. COMMERCE TITLE INSURANCE COMPANY ING BANK F50 NGER501- PANOARINATHAN AND SASIKALA MURUGASAOAKSHARAM NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNFRS SHOWN HFRFON WERE. SET/FOUND ON 10-12-04 UNLESS OTHERWISE SHOWN, 3. THE SURVEYOR HAS NOT AGSTRACTED THE 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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. vHAVE i D294 8033 E DATED d/Ti/V5 COMMUNITY OUNO IHE SLIWEOT PROPERTY AVVEAHS 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 F.E.M.A. AGENT FOR VERIFICATION. FI FVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERtICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT tab FIELD DATE:) 5 -18 -Oa LD M SCALE: t' 30 FEET ���• (F �1Na R v OVER E D. ` '1: 'ENTRY "� N PC/ 6� LUT 187 ' S54'23'11 "E 3' DRAINAGE AND VTIUTY EASEMENT PT r------------------------------ I ( D.I OFF " LOT 186 /Y 7.0 'L I �d TWO $TORY CONCRETE BLOCK yj do WOOD FRAME RESIDENCE `^ 1 FINISH FLOOR 'iii£ ELEVATION -19,33 I 66y N54'23'11"W 23,01' Pr^ (�--- NS4'23'11'W FOR THE BENEFIT AND EXCLU5IVE USE OF:. METROPOLITAN TITLE AND GUARANTY CO. DBA COMMERCE TITLE CO. COMMERCE TITLE INSURANCE COMPANY ING BANK F50 NGER501- PANOARINATHAN AND SASIKALA MURUGASAOAKSHARAM NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNFRS SHOWN HFRFON WERE. SET/FOUND ON 10-12-04 UNLESS OTHERWISE SHOWN, 3. THE SURVEYOR HAS NOT AGSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE: TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. vHAVE i D294 8033 E DATED d/Ti/V5 COMMUNITY OUNO IHE SLIWEOT PROPERTY AVVEAHS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. FI FVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERtICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT tab FIELD DATE:) 5 -18 -Oa REVISED: SCALE: t' 30 FEET N OVER E D. ` '1: 'ENTRY "� REVISE CERTS 11/30/04 DD APPROVE[) DY: S'I CENIERLINF. A. rND NAIL AND DISC FINAL 10-12-04 VH JOB NO. ASM}979$ LB 066 (10/1:1/04) FORMBOARD 6-10-04 CKB E.XISIINC ELEVATION® PLOT PLAN 7/23/04 500 DRAWN BY: � LOT FIT 01-10-D3 CK8 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6— LEGEND • N OVER E D. ` '1: 'ENTRY "� r �/ :`�. O �• � .c�' ,� o ry �n CENIERLINF. A. rND NAIL AND DISC OJ G LB 066 (10/1:1/04) E.XISIINC ELEVATION® 20.7 `'CONCRETE•: „ � /� / 1� ;.�d1RlyCwAY• CONCRETF. - . ` v LB LICENSED BUSINESS 6 000TES DELTA ANGLE LS I,I(;FNSEi) SIIRVCVOR L OENUILS AKC Lr NV IM PRM PERIIANENT REI-ERENCE MONVMENT C.B. DEN01F.$ CHORD BEARINC PCP IPI PC 1 (P PER PLAT 1 DENOTES POINT OF INTERSEC110N 01/ MRASUREO PRC DEN OTFS POINT OF'kCVERSE CURVATVRF 718.00' FOVNO PT NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6— 32739 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARD$° SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTFR 61G17-6, FLORIDA ADMIN15TRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM MES JAY JILES PSM #A997 DATE i LEGEND — •-- ^-- — BUILDING SETEJA;,'K LINE CENIERLINF. A. rND NAIL AND DISC Rlullr Or WAY UNE LB 066 (10/1:1/04) E.XISIINC ELEVATION® FNp I/:7` IRON ROD AND CAP LB A@393 (10/12/04) CONCRETF. CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS 6 000TES DELTA ANGLE LS I,I(;FNSEi) SIIRVCVOR L OENUILS AKC Lr NV IM PRM PERIIANENT REI-ERENCE MONVMENT C.B. DEN01F.$ CHORD BEARINC PCP FCRMANCNT CONTROL rOINT PC DENOTES P(.VNT OF r'.LIRVATVPE (P PER PLAT PI DENOTES POINT OF INTERSEC110N 01/ MRASUREO PRC DEN OTFS POINT OF'kCVERSE CURVATVRF FNO FOVNO PT UENOTF.S POINT Or rAN04NCY C/W CONCRETF WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRCTE PAO CUW CONCRETE BLOCK WALL C9 CONCRCTC SLAB RP RADIUS POINT C Cllpllp Lt.NG!H 0);V GUERRE. AD UTILITY LINE PK PARKER KAI,(JN ID 117F,NIIFICAI4N R RADI115 PDL POINT ON LINE POC POINT Or CURVTi Pl;l1 POINT Or COMPPVNO CVRVt 32739 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARD$° SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTFR 61G17-6, FLORIDA ADMIN15TRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM MES JAY JILES PSM #A997 DATE i 01/0812001 03:34 4073234608 04/08/2007 12:05 FAX 4077885881 82120/2M 14:49 3852289233 1 I idl "Rot so: m 467$2246W *qa-7773- q';? 77 INGERSOL PANDARINATH PAGE 01 SENTRYLON8100D Id owi/our Q� 16 M Ol /las a i�r+�s..o i0 s i! a wee 4 bR ood +� atwar ap�r.oii atm tom► or cfq; t� pap" ale+ts.do*I kww=pm A> vbnnd R Ww 11oMd w obftadm to wbwbr =A 14aoaao�igr 11w.. soap, wo o r ,