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HomeMy WebLinkAbout325 Casa Marino PlPermit # : Job Address: Description of Historic Distr f� rxy [0 -s a - 3,_WEwE6D S CITY OF SANFORD PdRMIT APPLICATION ,lA/ �-* 1 Date: T Y 0 C 200 Permit Type: Building 1K Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r,la. Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial 1< Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 2 / " / ? - 31- So 1 - 00/00 - t 'j to p (Attach Proof of Ownership & Legal Description) Owners Name & Address: ��/ GK I E✓Y1 /IS 3 2S C4fet is-+ ci t�t .' .S 4 n 7i-I./�IICL . JZ 77 ! Phone: y /-0 -7 310 - 0 T L 7— Contractor Name ,ContractorName & Address: 1-f �ISN�t i.tiai.a� Qa.e.i' �'yio r� 33 Z IY�4 4 / 1tJ CO tt � . 3 5(74,/ State License Number: C G C O t. O o 9-3 Phone & Fax: y0 7 6, yY-5-- 7 -SZ- Z-- Contact Person: 1i:v14r1k Ca �o�-artQ-S Phone: 41'�' 7 6,,47/ - A -Z- - Bonding Company: Address: Mortgage Lender: Address: Architect/Engi eer: !j'w�C^� C ✓ �+/ C PhonZrZ) Address: W ` /Fax �G % — Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no�k or t�allatio/ha3co4' enced 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 iVI19 public records of this county, and there may be additional permits required from other governmental entities such as water management districts, age a or federal agencies. Acceptance of permit is verification that I will notify the owner of the roperty of the 31/7 ,QS Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg; C_ k Z A5 Zoning: (Initial & Date) Special Conditions: �Zr, tractor/Agent � Date c c c Contractor/Ags N � 1 L� iture of Notary -State of Florida Date Contractor/Agent isP�K.o-.r ProducedID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) RICHARD RUSH Notary Public, State of Florida] K L My comm. expires Feb 16, 2008 No. D0291294 Bontletl thru Ashton Agency, Inc. (800)451-4854 Notary Public - State of Florida MVC0MM1m;1M EVkesOct31, 2008 Commission # DD 367628 Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=29193150100001760... 3/17/2005 0"m JoHDisoN. CFA, ASA I PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101E. FiRsT 5T E SAKFORD, FL 32771-14$6 - - - 407-665-75 .0w 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 29-19-31-501-0000- Number of Buildings: 1 Parcel Id: 1760 ax Distr ct: S1 SANFORD T Depreciated Bldg Value: $114,105 Owner: EVANS MIKE & MARY Exempti S, 00 HOMESTE Depreciated EXFT Value: $0 ANNE Land Value (Market): $16,410 Address: 325 CASA MARINO PL Land Value Ag: $0 City,State,ZipCode: SANFORD F 32771 Just/Market Value: $130,515 Property Address: 325 C ARINA PL SANFORD 32771 Assessed Value (SOH): $130,515 Subdivision N CELERY KEY Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $105,515 Tax Estimator 2004 VALUE SUMMARY SALES Tax Amount(without SOH): $336 2004 Tax Bill Amount: $336 Deed Date Book Page Amount Vac/Imp Save Our Homes (SOH) Savings: $0 WARRANTY DEED 09/2004 05480 0283 $175,300 Improved 2004 Taxable Value: $16,410 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 176 CELERY KEY PB 64 PGS 85 - 96 LOT 0 0 1.000 16,410.00 $16,410 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2004 8 1,720 2,185 1,720 CB/STUCCO FINISH $114,105 $114,678 Appendage I Sqft GARAGE FINISHED/ 455 Appendage / Sgft OPEN PORCH FINISHED / 10 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=29193150100001760... 3/17/2005 I, D PQWER OP AT'T'ORNEY Date I hereby authorizeAr\ — �G �• `��` of 1/.-M (_ to sign his'het: name on, my behalf in order to apply for a _ - permit for the wotic to be perfomled at: Lot 1'� Subdivision Q Address__—CL S o Ck c� c U���RC �) Type or print name o aom �ru Li'ciw� Signa Licensed Contractor If applicable only! Type or print name of owner STATE OF FLORIDA ORANGE COTV:� 1 1 The fora fling instrument by ``tipR� P�iRENE BETANCOURT XNotary Public - State of Florida �M �nmisSIWEOMOct31,2008 ` Commission # DD 367628 Bonded By National Notary Assn, Signature of owner acknowledged before Me 03 day of � L " , (narna of perso eknow}ed ing). (Signature off -Notary Public -State of Florida) A)C (Print, Type or Stamp Coratnissioned Name) Personally knotivn \_11111 ORpro _. s!treed identi��cation�, Type of identification produced POO 929 * ON riS1_bS91.[?IbrIF, E Irl -4n nnnpr w-4n;4Hr'i �-P I N T M J. 1 M rt? : 4T CnM? iC?: ?? MON : M EDJANS FAX NG: :407-330t-0422 'Ia.-. 30 2005 0E: 5TRI F 7 U,1J14141, IV, ivy) l.UJPIPPIi7Yy M1 Pl%P,'U!� �i1NiCJ''rtni �ul'vnvvv 'iG. J�i� r. �f� cau� titasl �►s,�oczATaar�r INC, pii=U:rTSdTUPAL 1Wvr=W raTL:,# 17�► MOURTY OWNER, PROPERTY ADDRES 3 t Z'S c-+ r•, �'1,�rti.. a %'E.a� �:. � �+ y � b YD MAZI,rWO AD)DRA:SS cif different) t LEPBt #47 334, vK2�,x Ca it A-s�" Atchitearm--al Review application #oz: SW:LVV',tnSr pool ExtrariOr paint colora Latcdscaa�+irxcg� Other : a� C r eCAl +..ra.erdn.m--------------------------------------------------------- ---------------- _.----------- ATTACiE9.+IITS FROM PROPERTY OW=R: �written xaquest dos&riLbinsr addition, ahartge or inStdll�atjoy roperty svrvay showl>ng whoa addition 0Z inatralla-t3carx 9,a to e located le specIfIcaticyis (=pimu of plalnis indleatirg dimenviona, :auiterials made Qt'. color, MIC..} other U.0 s paint chip 41or saxplea, picti=e z, brochure) . NtyM Ploaaao be, advl*ad them wo=k c ba s�Ced until the ARE Sambas pre --kc1 d s ,w=:Ltten a rcRi*a, or tKmi ar'W11cation . request roc'd forwarded to ARB to owner The ARB's decision on the plans aLbmitted is as follows: APpy4mmn with thda .tollowlagr comments. I ) MdSt Conrorm to all local zoning and buildiftj regUlatiana . And you saust obtain any permits twat are regtUr4d. 2) DR�iITD XMMGMTX R PZCZXVM I9 IlrxaCMWZZTZ--r®quir*d snformstiCm is: BY: PLAT OF SURVEY- DESCRiPlION: (AS FURNISHED) 1-01 176 CELERY KI~Y AS REA--RDE D IN PLAT 1300K 64 PAGES 85-96 OF' THE PUBLIC Irl: CORIlS Of- SEMINULL COUNTY, FLCWI! 1 NOTC: w CO THE FINISHED FLOOR ELEVATION OF THIS �. STRUCTURE MEETS OR EXCEEDS THE ' R�4 THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). Cpl A=3.37-05" 4t�-- L=513.41' f/ CB=N4 2'44'32"E C=58.40' cr °L Al'I.,,� oti jy `�^�;,' GP ,' !r' NS REVIEWED QF CERTIFIED TO AND IOR THE �( EXCLUSIVE USE OF; O Wit TITLE COMPANY OF FLORIDA INC 1,10h .-IFY NAItONAI. TITLE INSURANCC COMPANY Of PENNSYLVANIA CH M0141GAU COMPANY, I , 1 TO. N0TF."': 1. ALL DIRCCTIONS AND DISTANCES HAVE RfEN HELD VERIFIED AND ANY INCONSISTENCIES MANE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SIIr)wN 1IFRFt.N WIRF SFT/FOUND ON 09-1-04, UNLESS OTHI:RWISL SHOWN. THE SURVEYOR HAS NOi ALISTRACT0 711E LAND SHOWN HCREON FOR EASEMENTS, RIGHT OF WAY. RESTRIC.11ONS OF RECORD WHICH MAY AFFECT 'ItIE TITLE OR USE OF THE LAND 4. NO 0NDCRCIt011N0 IMPROVEMENTS HAVE OFFN NOT VALID WITHOUT THE SIGNATURE AND THE :lr'tGiNAt. RAISED SFA! OF A FLORIDA LICEN.FED ,i.:R FFYOR AND MAPPER, PAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL !! '10. 120294 0069 E, DATED 4/17/95 AND FOUND t TIIE SU8,1ECT PROPERTY APPEARS TO LIE IN 70NE i X, AREA O;JTSFDF THE 100 YEAR FLOOD MAIN, }'mr. SUI'VEYOR MARES NO GUARANI"EFS AS TO THE ARNP :NI-DWAVION. PLEASE CONTACT ?IE LOCAL '.F M A. AGENT POR VERIFICATION, TIONS SHORN HEREON ARE BASCO ON SFMINOI.E COUNTY �',C At. CONTROL AS FURNISHED. AHINUS SHOWN HE N AR_ .ASED u T11T" NORTHWESTERLY LINF OF LOT 176 :a7 +PLAT. rIFLP DATF:) 5-12—n4 REVISED: N -PROVED BY: S�--___•_ ____ —` "— ASM42952 FMIAI. 9 -I -6e rFcB 10(1 a10, _.—..._ _. ---- FORWIDARO 5 -3n -0A 0<8 "[A^U BY7 ._.._._. —.._ PInT PI AN 3/?/C4 PLG/5D FICE 1 HEREBY CERTIFY, THAI TH;S BOUNDARY SURVEY, SU6JECT TO THE SURVEYOR'S NOTE CONTAWED HERE(?N MEETS THE APDL ICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTI BY TIIF FL08DA BOARD 01 PROfFSSIONAI. SURVEYORS AND MAF'T`FRS IN CHAPTER 61017—f, FLORIDA ADMINISTRATIVE CODE PURSUANT Tn CHAPTER 472.077, FLORIDA. ERICAN SURVEYING P,� MAPPING WICATION OF AUTHORIZATION NUMBER 1-8#9391 FOR 1030 N. ORLAN00 AVENUE,. SUITE 9 —_---._ —,_.. ..�-_._�.. --..—_.. ,_.--__ TOMWIN TER PARI?, FLORIDA ,12789 (407) 426 7979 JAMES JAY JILFS PSM #4997 OATF ..__ .__ ..... ._.._ W,;ILIIIN:: xTFIArh fINF ----."-_-- -- -- ---.. -. CENIERONF INP NAIL AIJD DISC LU /57.-M (O9/Flt/U1) rnCNT OF NAY Ilwh. :.xIS I1NC LLI.VATIi:N® BET f/!' YTON RO"NU Cn - _t,jl.;s LO 030.1 (09/DI/64) _ LUCA "t It 04A I:01<NTif NCTI AfA:f S'.dIN1. 1-9 IANO 50RvefXvr, d11.`dLl c,. O Of.NOTfS PtL1A ANla l: F9 LAN) ViRVCYOR I DENOTES ARC LFNGTII ARM PERMANENT RffFRCNiF. MUNLrw.t:g, C"O. OCti01C5 CHORD tiLAMNG • „j;CP PY.RMI+afEkT !,(44;140! KNNT 11C P(NOTES POINT OF CUNVA70;< P) 4PRC M) ITER Fft.11T PI DENI)TE5 PUINT OF' IN ILR�,Cc. T.(:N OENUIfs DOINT OF RflAIfSF t:,-, FND KCJ t Uk1 D F0+1ryD PT I+ENOTES POINT OF TANOW > Ll;(41ftff INALK TYP TYPI4'AI, A/C AIR C00110NF.R ..GS. CpiiC.�ETE SLAB yC °!?K AR LENGTH PARk d XALON IO IDENTIFICATION POL POINT ON 04E OF6MPOUND 'POC PCUVF OINT Of CURVE UCC.5 UNCOKRFDOW CONCRETE SLAB 1 HEREBY CERTIFY, THAI TH;S BOUNDARY SURVEY, SU6JECT TO THE SURVEYOR'S NOTE CONTAWED HERE(?N MEETS THE APDL ICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTI BY TIIF FL08DA BOARD 01 PROfFSSIONAI. SURVEYORS AND MAF'T`FRS IN CHAPTER 61017—f, FLORIDA ADMINISTRATIVE CODE PURSUANT Tn CHAPTER 472.077, FLORIDA. ERICAN SURVEYING P,� MAPPING WICATION OF AUTHORIZATION NUMBER 1-8#9391 FOR 1030 N. ORLAN00 AVENUE,. SUITE 9 —_---._ —,_.. ..�-_._�.. --..—_.. ,_.--__ TOMWIN TER PARI?, FLORIDA ,12789 (407) 426 7979 JAMES JAY JILFS PSM #4997 OATF a i m ALUMINUM & MORE ( 407) Q �? O - KICK PLATE 5. FACIA SCREEN 6. CARRY BEAM DOWN SPOUT 7. ROOF INS PANS GUTTER B. DOOR ZJ� 9.y owner %��%% �--, €'✓ta ^s phn #ya7 330 — D S(L2. address 4S4.u�•-•g Q2 77 subdivision SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 'LW' FOR MAX. H;/ UPRIGHT' 1 / HEIGHT (h) EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / /- - I"x 2" MIN. 3-1/2" SLAB ON GRADE VARIES P L OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 11 VARIES 'LW LOAD WIDTH FOR ROOF BEAM 'P/2' 'P/2' 'y/ VARIES - 'P' VARIES -* ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w z� p U U W P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 114"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 CUPS 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: 1100-123.[_ 130 1 140�#1 #8 #10 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= i'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214364. SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767.4774 FAL_ (386) 7674i556 PAGE @ COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E_ GLASS & MODULAR ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 1/2" @ 24" O.C- 3 ROOF PANEL � � (cri J i y Z4 V) I X x x X BEAM SUPPORT STUDS (TYPICAL) SECTION 313 RECEIVING CHANNEL _ (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 112" S.M.S. ' TO BEAM 3" ROOF PPNEL m x N V) ® ® 6Q" MAX I ® ® 2'x 6" S.M_B. HEADER x Z.I ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3"= l'-0" Lawrence E. Bennett, P -E_ FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O_ BOX 214366, SOUTH-bAYTONA, FL 3212 TELEPHONE: (386)767-4T74 FAX= (366) 76765% r3B-15 cG COPYRIGHT 2004NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI TENPERMISSION OF LAWRENCE E BENNETT, P.E_ SECTION 3A 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 SCREEN, ACRYLIC & VINYL ROOMS 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" V-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-114'CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24' O_C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"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' = T-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 PAGE Q COPYRIGHT 2804 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P -E- SECTION 3A 1/4'x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1'-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT, BEFORE SLOPE ALL SLABS) a -" ,_,---a— 00 TYPE FLAT SLOPE / NO FOOTING 0-2"/ 12" 8 TYPE II MODERATE SLOPE FOOTING 2" 119- - 1'-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING '" Notes: > 1-10 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 other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 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 crack control fiber mesh: Fbermesh ® Mesh, InForceTm e3lm (Formerly Fibermesh MD) per maufacturel's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type 11 footing or footing section 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: 3/4'= V-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$556 PAGE. © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P_E. SECTION 3A SCREEN, ACRYLIC & VINYL. ROOMS Table -3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans 3" x 2" x 0.045" for Screen, Acrylic or Vinyl Rooms 10'-5' b 9'-7' b Aluminum Alloy 6063 T-6 3" x 2" x 0.070" Hollow 12'-1" d For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF 0'-8" b 1 10'-8"10'-8"2" 2" x 3" x 0.045" H0110w Tributary Load Width'W' = Purlin Spacing 11'-11' b 3'-6" 4'-0" 4' H0110w 7'-0" 7'-6" Sections T-0" Height 'H' l bending 'b' or deflection'cr 2" x 4" x 0.046" S.M.B. Allowable b T' 8' b 7' 4' b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2' x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" 8'-5' b T-11' b 7'-7" b 7'-3" b 6'-i 1" b 6-9* b 6'-0" b 2" x 2" x 0.055' Hollow 10'-3' b 9'-6" b 8'-11' b b 8'-9" b 8' 4" b T-11" b 7'-8" b 7'-2 b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" 0'-S b 9'-1 i" b 91-6" b 9`-2" b 8'-10" b 8' 6" b 3" x 2" x 0.070" Hollow 17-9' d 17-2" d 11'-7' d 10-11" b i 9'-10" b 9'-5" b 8'-11" b 8' 8" b a-4"-8 b b 2" x 3" x 0.045" Hollow 17-9' b 11'-9' b 11'-17 b 10'-5' b 17-0' b i 1' 6" b 0'-3 11'-0" b 10'$" b 10'-3' b 0.050" Hollow 16'-3" b 15'-1" b 14'-1' b 13'-3' b 14'-9" b i4'-1' b 13'-6" b 17-11" b 12 6' b 2" x 4" x 0.046" S.M.B. 19'-1' b 1T 8' b 16' 6" b 15'-T b 19'-3" b 18'-3" b 1T-5" b 16'-8" b 16'-0" b 15'-5" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 21'-3" b 20'-2" b 1-3"b18'-5" b 17'-9" b17' -1"b 16'-0' b SM.B. 26'-1" b 24`-7 b 22-7" b b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'4" b nap 11'-3 b 10-5 b 9'-9" b 9'-2" 11'-9" b 11'-2" b 10-7 b 10'-2" b 9'-9 b 9'-5" b 9'-1" b EWN2""0050" nap 14-4" b 13'-4" b 17-5" b 14'-4" b 13'-7"b 12-11 b 17-5" b IV -111"b' 11' 6' b 11'-1' b nap 1T 7' b 16'-3' b 15'-3" b 120 MPH velocity' using design load of For 3 second wind gust at Tribu Lary Load Width W = Purlin Spacing 5,-6.. 6'-0.. 6'-6" 7•.0" Sections 3'-0" 3'-6" Allowable Height 'H'I bending 'b' or deflection 'd' '-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" 44" x 0.0Hollow 8'-8' b 8'-0' b 7' 6" b 7 b F-11" b _g• b 7' 4' b 6'-1 i" b 6' 8' b 6'-5' b 6'-2" 2" x 2" —x0.055" Hollow W-5" b 8'-9" b 8'-2" b 7 b 6'-7" b -1 b 6'-10" b 8'-0" b 7' 8" b 7' 4" b 7'" 0'- 1" b 9'-7" b 9'-2' b 8'-9" b 8'-5" b 8'-1' b T-10" b b 8'-9" b _ 8'-5" b 8'-2" b b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 7--SF—b -91-5- b 4'-4" b 13'-7-b 12'-11" b 17-5" b 11'-11" b -I V-6" b 11'-1" b 16'-10" b 16'-0' b 15'-4" b 14'-9" b 14'-2' b 13'-9" b 7'-9" b -i-5'--'2--b 9'-7" b 18'-7" b 17'-9' b 16'-11" b 16'-3" b 15'-8" b 3" x 2" x 0.045" Hollow 10'-5' b 9'-7' b 8'-11" b 8 3" x 2" x 0.070" Hollow 12'-1" d 1 i'-5" b 0'-8" b 1 10'-8"10'-8"2" 2" x 3" x 0.045" H0110w 12'-10' b 11'-11' b 11'-2" b 1 2" x 4" x 0.050" H0110w 14-11" b 13'-10" b 12'-11' b 1 2" x 4" x 0.046" S.M.B. 17'-0' b 16'-3' b 15'-2" b 1 2" x 5" x 0.050" S.M.B. 217- b 8" 20-1" b 18'-9" b 1 2" x 6" x 0.050" S.M.B. 23'-11" b 27-2' b 20'-9" b 1 2" x 2" x 0.044" Snap 10'-4" b 9'-7' b 8'-11" b 2" x 3" x 0.045" Snap 13'-3" b 17-3" b 11'-0" b 1 04 2" x 4" x 0.5' Snap 16',2' b 14'-11" b 14'-0' b 1 8'-5" b T-11" b 77 b 7'-4" b 7'-0" b 6'-9" b 6'-6' b 0'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b F -7 —b 8'4" b F -7 —b 17-6" b 11'-11" b 11'-5" b 10'-11" b 10'4- b 10'-3' b Motes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to e above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYfONA, FL 32121 TELEPHONE (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Motes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to e above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYfONA, FL 32121 TELEPHONE (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Permit Number Parcel Identification Number_g Q / 4- .11 -1 4-0 f- o coo - I Prepared by; rtes -'V" CCG r0enq S Aluminum and More 332 Maguire Road Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road Ocoee, FL 34761 NOTICE OF COMMENCEMENT State of yj County of _ $e+•:-., +. I Of 11111 It oil (I lot It all 11111111 Is Ili 11 Bit go (it IN fit li tll i loll YANNE MORSE, CLERK OF CIRCUIT COURT INOLE COUNTY 05693 PG 0228 ERK'S # 2005064338 ORDED 04/19/2005 02:00:49 PM .ORDING FEES 10.00 :ORDED BY t holden .i tMIFIED COPY MARYANN117 Cl. K F CIRCUIT '^' R SEMI 40.1: ( CUNT', F 0 flDA Eru Gt,E - The undersigned hereby gives notice that improvement(s) will be made.to certain real proper-ty, and in accordance with Chapter 713, Florida Slatulet, the following information is provided in this Notice of Commencement. Description of property (legal description of the property, and street address if available) L o t 1? b C.,- L. E i2 ;D e4 L Y p� to Y G 5 rrS' - 9 4+ 2. General description of improvements) S crts�. gc�0'�... / A >C a 3. Owner Information Name KA e L4L% oL e..( Eva^t Address ..3 Zr �/, Telephone Number �aS �+�` a�� �q Fax Number SQ,3 z 7 7 4. Fee Simple Title Holder (if other than owner shown above) Name SAME Telephone Number Address Fax Number 5. Contractor Name Frank Cardenas Address 332 Maguire Road Ocoee, FL 34761 6. Surety (if any) Name not applicable Address 7. Lender (if any) Name not applicable Address 1/0 7 330 - o it z Z Telephone Number ( 407 ) 290-2111 Fax Number (407) 654-7533 Telephone Number Fax Number Amount of bond Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name not applicable Address Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name not applicable Address Telephone Number Fax Number 10. Expiration date of notice of commencement (the'expiration dale is one year from the date of recording unless a different date is specified): - /7 05 Date Signed 7i94�S!Fe of Owner Sworn to and subscribed before me this ---L7 day of by who is v�i•s —_____personally known to me OR produced as identiFication. RICHARD RUSH 1.2� Notary Public, State of Florida Signature of Notary (notarial seal to appear My comm. expires Feb 16, 2008 PP r below) Form Revised: 9/96 No. DD291294 Bonded thru Ashton Agency,Inc.(800)451-4854