Loading...
HomeMy WebLinkAbout400 Casa Marina PlRECEIVE® MAY 1 d 2 .tea- 2"-k% CITY OF SANFORD PERMIT APPLICATION Permit # : ®'s _ a ) / Job Address: 7 CO e4SA i' A AX / /U,+ Description of Work: Historic District: Zoning: Date: I J 4p? / 8 �1 A c" C Value of Work: ral Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Z — Owners Name & Address: L/OJ ra5a 3� .SO t — '0. ,`,�^`� )— 01S CD (Attach Proof of Ownership & Legal Description) ik r r �� VV `-.I/-ts— '011-1A i /111 Contractor Name & Address: ft/uH— Phone: 3 2<�- rO (?^,S State License Number: C6_C D 6 O ___> Phone & Fax: 70 7 &) 7 ` /�N L L y' I wJ I - (-I' --Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: �/ / �r �/ Architect/Eneineer: �"'�'4'�`� �'� %� Phone:/.%M)7C 7 Y %7 Address: Fax: 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 tl p public records of this county, and there may be additional permits required from other governmental entities such as warp* aanaoement districts, sta�co, or federal agencies. Acce nc of a it is verification th will notify the owner of th pr pe�the requir ents o oa-mew, D Signa re of Owner/Ag n Dat S nater o on a for/Agent ate \ ri✓�" P int Owner/Agent's Name PrintC tractor/Agent's me Signature of Notary -State of Florida Date Sig tore of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent isPersonally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: 2 J` 7 / Zoning: (Initial & Date) Special Conditions: RICHARD RUSH Notary Public, State of Florida My comm expires Feb 16, 2008 No. OD291294 Bonded thru Ashton Agency, Inc. (800)451-4854 Utilities: FD: (Initial & Date) (initial & Date) (Initial & Date) `V`,1 n9 Notary Public - State of Florida MY Commidon Bpk es Oct 31, 2008 Commisslon # DD 367628 Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 rpt tLiie.L IiJ'1iAi,, DAVID JOHNSON. CFA, ASA PROPERTY PF APPRAISER SEMINOLE COUNTY FL. �¢ 1101E. FIRST ST SANFOdRD, FL32771-1468 r ' A ' 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 29-19-31-501-0000- Number of Buildings: 1 Parcel Id: 0150 Tax Distr ct: S1-SANFORD Depreciated Bldg Value: $117,583 00- Depreciated EXFT Value: $0 Owner: MEYER MARION E Exemptions: Land Value (Market): $16,410 Address: 400 CASA MARINA PL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $133,993 Property Address: 400 CASA MARINA PL SANFORD 32771 Assessed Value (SOH): $133,993 Subdivision Name: CELERY KEY Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $108,993 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $336 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $336 WARRANTY DEED 07/2004 05420 1747 $179,500 Improved Save Our Homes (SOH) Savings: $0 2004 Taxable Value: $16,410 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 15 CELERY KEY PB 64 PGS 85 - 96 LOT 0 0 1.000 16,410.00 $16,410 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 7 1,751 2,381 1,751 CB/STUCCO $117,583 $118,174 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 90 Appendage / Sgft OPEN PORCH FINISHED / 101 Appendage / Sgft GARAGE FINISHED / 439 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=29193150100000... 4/11/2005 i �, ED PA'T'f Oaf' Date I hereby authorize of I�O-c o p to sign his/her dame on, my behalf in order to apply fora permit for the work to be performed at: Stib d.ivision__C-e- r �e Address. CDCS Type or pr' a cc any and License # of COi to e of Licensed Contract r if applicable only! STATE OF FLORIDA QPUNNGE COUNTY Type or print narne of ovmer The foregoing instrument was acknowledged +9' , .by n U-205 - =o��",,,�"aic ,Notary PUbIiC Y p State of Florl a pct 31,2008 _� 367628 • • -misn # DD Com. n. Bonded gy National NotaN � i� /� OF Fi••��`` Signature of owner of a me tHs d y o (name of p I on edging . (Signature of Notary Public -State of Florida) (Print, Typeor Stamp Ccram'ssianedName) Personally knoWn QR. produced identification,^.y.r:_r. Type of identification produced Mail Ul-Q Ilhl rr�;:.bS9z.C9bd6 E 1830 90-19 N308 9 631NIM A11D 6V�9T c00?/S2%?2, UFFh;E DEPUT Ed?, PAGE 0 1/ 0 2 MeMARION METCFZ 40CI CASA MARINA PLACE SANMRD, FL 32771 40I7-328-9085 Mr. Rick Rush - Aluminum And More 332 Maguire Road Ocoee, F1 34761 Faxed to. 407-654-7533 Reference: Architectural Review Board Approval Dear Rick Aa per our conversation, the following is Architectural Review Board approval form which you requested, If you have any questions, please don't hesitate to call me at the above number. Sincerely, Marion Meyer Enclosure (1) faxed PAGE 02?02 rn 2 ". 778 r 'HOR ON HC'041 ESENTRY .CNIWOOD �'^' iJ43lOOb' CELM laY HOMORRM ASSOCiATICN, n;c. ISA f LOT # FHASE P90PERTY ADDRESS: CC"S ei � �� il't Pio, Cie ' ADDREdifferent) ) 3rlF3I,ZA'iG ADDRESS (16f �. � C�.�:�� � L TE EPH07 "� �v 9 Fes{ Archi,tectttt'al Review application for: .,.. Skinn-ing pooh. F.Xterlor -oa:tnt. Qo1ors i Laridscaping Fencing ATT.-%CHMEEt_nS FRCS ___ _ _ _ PROPERTY~_�7�+t R, -- y P -,.___ . -- written request dfascribing addit±oh, change or ime-tallatioln --,property survey showing where addition or installation is to tie located specifications ;copies of plans indicating dinensions, . tgriala made off color, etc.) other (i.e., paint chip color samples, pictures, brochure) NOTE: Please be advised that xork .cannot ba stagy: t • ;ntil tM ARB hap p .d+ed a atxitten approval oft a li�;3tion. 9'C76t V89 BY THE APOTTECTUFAL RLVIER BOARD ragtxeat re.cl ci forwarded to APS to owner . i on on the plans Vv3=j 'ted is APFFj:; ED w•th the fallow -Ing co=ients.' 1 i xu Ist Conrom tQ all local 20niug and buii.d.ing vlations. A.sd YOU r�t.'st obtain any -permits that �.._.y"are required, 2j DENIM 11r1V 'TION R ;CE V'ED IS 1K TZ--r'9V1 red infox°mation is : AFC trac =A14f4ViQ'K Board a eco i LP1 t wt %.?u 11% V L_ I! ` OESCRIP UOiN_ (AS FURNISHED) HE'D) LOT' a5. (CELERY KEY AS RECORDED IN PLAT BOOK 64, PACES 85-96 OF THE PU13UC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: ST FIFLOOR LOOK ELEVATION T THIS STRUCTUREIURE MEETS OR EXCEEDS THE� � � � 405.,o THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A)_ li PLANS REVIEWED CITY OF ,� D L=67.31' CB=551'42'42"W GRAPHIC SCALE C=67.30' D 15 �T Io C� AND FOR THE s .:_S- .� Or': NZ Oifl Ti -_E :LCR:DA INC. FIDELI NA TITLE INSURANCE COMPANY OF PENNSYLVANIA py'J �' Vis. G� Na" }o a DH; :VORIGAGE COMPANY, LTD. , a NOT „4E: V L `. ALL DIRECTIONS AND DISTANCES HAVE -E `=IE�LD VERIFIED AND ANY tNCONS�Sr NCIES HAVE BEEN NOTED ON THE IF ANY. Z, PROPERTY CORNERS SHOWN HEREON WERE SET /POUND ON 07-22-04, UNLESS OTHERWISE SI P VEYOR HAS NOT ASSTRAC TED THE D �SHO1v HEREON FOR EASEMENTS. RIGHT OF VAY. 'ES'RICTIONS OF RECORD WHICH MAY AFFECT THE T9TLE OR USE OF THE LAND. 1. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VAL40 VA €HOUT THE S;GNATURE AND THE OR¢GINAL RASED SEAL OF A FLORIDA LICENSED S `RVEY€)P AND MAPF— ,R-I HAVE EXAMINED THE F-I.R.M. COMMUNITY PANEL NO. 120294 0065 1- DATED 4/17/95 AND FOUND THE SUB.ECT PROPERTY APPEARS TO LIE IN ZONE X, ARFA OUT'SIOE THE 100 YEAR FLOODPLAIN - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS MOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 15 BEING 536"05.04"E, PER PLAT. (FIELD DATE:) 4-6-04 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42929 OP.AWN BY: 7-22-04 CKB BOARD 5-5-04 CKB PLAN 3/3/04 OLC/SDO OFFICE P a �' 6.,;066} O. V-¢ga�y4j 08zry}66 PRC PSP QIP �S �}} Al G� A\_ LEGEND BUILDING SETBACK L94E AMERICAN SURVEYING & MAPPING CERTIRCATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 — CENTERLINE — — -- RIGHT OF WAY LINE ®FND x131.14 EXISTING ELEVATION '_ - CONCRETE LB C SURv:vIVc 8USINES5 s LAND 51,;R�c'OR PRIG PEPMA"DENT RFFERENCE ,*NUV.ENT PCP PERVANENT CONTROL POINT (�) PER ` PLAT P) VEASURED FND FOUND C/W CDNCPE iE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R R.AD[US F`"f_ !�t9lRd'r OF CtrIVE AMERICAN SURVEYING & MAPPING CERTIRCATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT -TO THE. SURVEYOR'S NOTE CONTAINED HREO EN MEETS Tr'€ APPLICABLE MINIMUM Tc1;HNICAL STANDARD'::— -.SET FORTH O'AI-15 BY THE P,6RIDA BF PROFC S10NAL SURVEYk RS A MAPPERS Ihi ,CJ APTER 61G17=s> F- 19 A ADMi94HSTRA`.1(VC_CWE PURSU' 1'R?� T(() CHAPTER" 47:-.D2?, '! G21DA STATUTES:' - - FAR, (4 11 1 FOR THE D.i FIRM ELL PSM 42 4 DATE FND NAIL AND DISC ° LB 15738 (07/22/04) ®FND 1/2 -IRON RDD AND CAP LB 16393 (07/22/04) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANC -LE L DENOTES ARC LEN(Z =l C.B. DENOTES CHOM- BE A^"v PC DENOTES POINT OF CVRVA ;;p- PI DENOTES PONT OF 7NTEP`.EC PRC DENOTES P(XNT OF REVFPSE CUP vA',.=_ PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER C13W CONCRETE BLOC✓. WALL PP RADIUS POINT OHU OVERHEAD I✓Tr�ITY LMfE ID 7iil+'z•,JA3�.e PDL i*DINT 1 uNF_ I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT -TO THE. SURVEYOR'S NOTE CONTAINED HREO EN MEETS Tr'€ APPLICABLE MINIMUM Tc1;HNICAL STANDARD'::— -.SET FORTH O'AI-15 BY THE P,6RIDA BF PROFC S10NAL SURVEYk RS A MAPPERS Ihi ,CJ APTER 61G17=s> F- 19 A ADMi94HSTRA`.1(VC_CWE PURSU' 1'R?� T(() CHAPTER" 47:-.D2?, '! G21DA STATUTES:' - - FAR, (4 11 1 FOR THE D.i FIRM ELL PSM 42 4 DATE j -,� L V'J� ' ' 2 JA 3 to 9. ALUMINUM & MORE ( 4U/) U - KICK PLATE 5, FACIA SCREEN 6. CARRY BEAM DOWN SPOUT 7. ROOF IYS PM4) GUTTER 8. DOOR x i owner phn # address 7 7 subdivisions-�<'` /,� -�� _T �f ' r • SECTION 3A SCREEN, ACRYLIC & .VINYL ROOMS EDGE BEAM (SEE TABLES 3AA A & 3A.1.2) / 'LW' FOR MAX H / UPRIGHT I HEIGHT (h) 1"x 2" 'k --- VARIES MIN_ 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37,38,39) (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) I w 0. H. _z / ~U SOLID ROOF NO MAXIMUM 5 r (ELEVATION SLAB OR GRADE) '►� P = PROJECTION FROM BLDG, VARIES VARIES LW = LOAD WIDTH NOTES: *'------'P' VARIES 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 x2-1/2. 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 1S12% #10 # TYPICAL SCREEN ROOM SCALE: 3/16"= 1.-0. Lawrence E_ Bennett, P.E: FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON/, FL 32121 TELEPHONE_ (386) 757.4774 FAX (386) 767-6565 PAGE © COPYRIGHT 2084 3A NOT TO BE REPRoDUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS SECTION 313 RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 1/2" @ 24' O.C_ ` gN ROOF pRNEL I f X -m own II I X X X X `v BEAM SUPPORT STUDS `4 (TYPICAL) RECEIVING CHANNEL (6) #8 x 1/2" S- M_ S. TO STUD AND (8) #8 x 1/2" S.M.S. _ TO BEAM _ 3 ROOF lid x � Z X cv CO 60" MAX ® ® 2"x 6" S_M.B_ HEADER x N ® ® ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = 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) 767-6$56 © COPYRIGHT 2004 PAGE ,g NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E- 3B- 0 S 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 I VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 112" 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 2-1/4'CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24'0.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'= V-0" Lawrence E_ Bennett, P.E- FL # 16644 CIVU ENGWEER - DEVELOAMENT CONSULTANT P_O_ BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX_ (386) 767-6556 , PAGE © COPYPJGHT 2004 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 NOTE; CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN lNALLS SCALE: 3/4" =1'-0` L SLABS(1) #5 BAR CONT_ BEFORE SLOPE AL ) r— /\\/�\\��\\���\���\��\��\/lam//%//%//i✓%//%X TYPE RAT SLOPE / NO FOOTING 0-2"112' Notes: 1_ co 8" TYPE If TYPE 111 MODERATE SLOPE FOOTING 2"112"- 1'-10" STEEP SLOPE FOOTING Thefoundations shown are based on a minimum soil bearing pressure of 1,500 psf. 1' 10" shall be verified, prior to placing the slab b field 4" MIN (2) #5 BAR CONT_ > J SOIl test or a soil testing lab. Bearing capacity of 2. soil 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 from the host structure Of the carport or patio cover exceeds 20'-01. Then a minimum of a Type II footing required. All slabs shall be 3-1/2'(4" nominal) thick. erosion until the projection 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire Is crack control fiber mesh= Fibermesh ® Mesh, InForce e3 (Formerly Fibermesh MD specification may be used in lieu. of wire mesh. r"A Ire mesh or y ) per maufacturer's 5. If local building codes require a minimum footing use Type Il footing or footing section required code. Local code governs_ (See additional detail for structures located in Orange County, FL) q by Iota! 6- If a carrier beam or fourth wall frame is required use a Type 11 footing minimum. SLAB -FOOTING DETAILS SCALE. 3/4" = 1, -0 - Lawrence E. Bennett, P_E_ FL # 16644. CIVIL ENGINEER- DEVELOPAflENrCONSULTAW P.O. BOX 214368 SOUTH DAYrONA. FL 32121 TELEPHONE (366)767-47-14 FAX: (386)767-6556 GE 3A-3$ © COPYRIGHT 2pp4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfr1EN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1-1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load o€11 #ISF (36 NSF for Max. Cantilever) Aluminum Al by 6063 T-6 2" x 2"x 0.044" Load Max. Span 'L' ! (bending b' or deflection `d) 2" x 2"X0.055" Load 'L' 'b' Width (fL) Max. Span / (bending or deflection 'd) 1 & 2 Span 3 Span 4 Span Max- Width (O.j 1 g 2 Span Cantilever 3 Span 4 Span Max - 5 5' 4" d 6'-7" d 6'-9" d 1'-1` d 5 5'-8" d 6'-11" d T-1" d Cantilever 1'-2- d 6 5'-0` d 6'-2" d 6'�" d 1'-0" d 6 5'-4' d 6'-7" d 6'-8" d 1'-1" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 7 5'-1' d 6'-3" d 6'4' d 1'-0" d 8 4'-7" d 5'-8" d 5'4" b (Y -11-; --d 8 4'-10' d 5-11" d 6'-1" b 0'44" d 9 4'-5" d 5'-5' d 5'-3` b 0'-10- d 9 4'-8" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3` d 5'-2 b 4'-11" b 0'-10" d 10 4' 6" d 5' 6" d b 0'-11" d d 4'-11" b 4'-9" b 0'-10" d 11 4'-4" d 5'-4" d 5'-2" b 0'-10" d 12 3'-11" d 4'-8" b 4'-7" b 3" x 2" X0. 045" I 0'-10" d 12 4'-3" d 5'-2" b -1 4'1' 6 0"-10` d Load Max: Span `L' / (bending 'b' or deflection 'd) 0.070" Load 'L' 'b' Width (ft-) Max. Span / (bending or deflection 'd'j 1 & 2 S p pan Span 3 Span 4 S Max Cantilever Width ft { ) 1 & 2 Span 3 Span 4 Span Max_ 5 6'-0" d 7'-5` d T-7- d 1'-2" d 5 6-9" d 8'-5" d 8'-7` d Cantilever t' 4" d 6 5'$" d T-0" d T 2" d 7 1'-2" d 6 6'-5" d T-11" d 8'-0" d 1'-3" d d 1-1" d 7 6'-1" d 7'-6" d 7'-8" d 1'-3" d 8 5'-2" d 64" d 6'-6" d 1'-0" d 8 5'-10" d T-2" d T-4" d V-2" d 9 4'-11" d 6'-2" d 6'-3" d 0=11" d 9 T-7" d W-11" d T-0" d t'-1" d 10 4'-9" d 5'-11" d 5'-11" b 0'-11` d 10 5'-5' d 6'S" d 6'-9" d i'-1' d 11 4' 8' d 5'-9' d 5' 8` b 0'4 i" d 11 5'-3` d 6'-5" d W-7" d 1'-0` d 2" x 3" x 0.045" 011" d 12 5'-1" d 1 6'-3" d 1 6'-5" d 1'-0` d Load Max. Span 'L' l (bending 'b' or deflection 'd) 2" x 4" x 0.050" Load 'L' Width (it) Max. Span / (bending b' or deflection 'd') 1 g 2 S Span 3 Span 4 Span Max Cantilever Width (fL) 1 8 2 Span 3 Span 4 Span Max. 5 7'-0` d 9'-3` d 9'-5" d 1'-0" d 5 9'-8' d 11'-11" d 12'72- b Cantilever 1'-11" d 6 T0" d 8'$" d 8 S b 1'-5" d -77-4-'7—d 6 11'-3" d 11'-1" b 1'-10" d 7 6'-8" d 8'-3" d 8'-1' b 7 8' 8` d 10 8" b 10'-3" b V-9" d 8 6'-5" d T-9" b T-6` b 1'-3' d 8 8'-3" d 9'-11' b 9'-7" b 1'-8" d 9 6'-2` d'; T-4` b 71` b -77-F—d 9 T-11" d 9'-5" b T-1" b 1'-7" d 5 10 '-11" d 6'-11" b 6'-9` b 1'-2" d 10 7T` d 8'-11" b 8'-7" b 1'-6" d 11 T-9" d 6' 8" b 6'-5` b 1-2" d 11 T-5" d 8'-0" b 8'-2" b 1'-6" d 12 5'-7- d 6' 4' .b 6'-2" - b -1 1'" d 12 1.T-3` d 1 8'-1" b T-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_ FL # 16644 CIVIL ENGMEV? - DEVELOPMENT CONSULTANT P.0.13OX 214366. SOUTH DAYTONk FL 32121 s TELEPHONE (386) 767.4774 FAX_ (3W)767-6556 'AGE © COPYRIGHT 2W4 3A-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P_E_ SECTION 3A t SCREEN, ACRYLIC 8, ,VINIYL ROOMS Table 3A-2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 secona wrnu yuaa as ..N ■.■U Sections 3'-0" ■ ■ •�•.,..•v, •- - ..� --- � -- - Tributary Load Width 'W' = Purlin Spacing 3'"6" 4'-0" 4'-6" 5-0" 5 6" 6'-0" 6' 6" Allowable Height 'H' I bending 'b' or deflection 'd' T T 6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8' b 7' 4" b 6'-11" b 6' 8" b 6'-5' b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9-6" b 8'-11" b 8'-5" b 7'-11" b T-7" b 7'-3" b 6'-11" b 6'-9" b 6`-6" b 3" x 2" x 0.045" Hollow 11%W b 10'-5" b 9'-9" b 9'-3` b 8'-9" b 8'-4" b T-11" b 7'-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12-2" d 11'-7" d 10'-11" b 10'-5" b 9'11" b 9'-6" b 9'-2" b T-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'-10" b ` T-5" b 8'-11" b 8-8" b 8-4" b 8'-1" b 2" x 4" x 0-05D" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11`-6" b 11'-0" b IV -8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 1T-8" b 16'-6" b " 15'-7' b ' 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0-050" S.M.B. 23'-7" b 2V-10" b 20'-0" b 19'-3" b 18!-3" b 1T-5' b 16'-8" b I6'-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" b 2V- b 20'-2" b 19'-3' b 18'-5" b 1T-9" b IT -l" b 167;—b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" bi 9'-9' b L 9'-2" b 8'-8" b 8'-3" b. T-11" b T-7" b T-4' b T-1" b 2" x 3" x 0.045" Snap 1 14=4" b 1 13'-4" b 12'-5" b 1 11'-9" b 11'-2" 61 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0_045" Snap 7:F 71T 7" b 16'-3" b 15'-3" b 14'-4" b 13'-T' b 12'-11" b _c .n nrnr 12-5" b 11'-11" b 11' 6" b 11'-1" b For 3 second wind gust ai -iLu rvrrn vervcray, uzmau �z■y■■ ■��� �• •� �•--• Tributary Load Width '1N' = Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4•-6" 5•-0" 5•-6"1 6.-0« 1 6•-6" 7•-0" T -6 - Allowable Height 'H' f bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" b 8`-0" b T-6" b T-1" b 6'-8". b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6' b 2" x 2" x 0.055" Hollow T-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5' b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9-7" b 8'-11" b 8'-6" b 8'-W b T-8" b 7'-4" b T-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b T-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 1Z -10"b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b _ 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b` 17-11"b 12'-2" b 1 1 V-7"' b 11`-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 1Z -11"b 12'-5" b 11--11"b 11'-6" b 11'-1" b 2" x 5" x 0.050" S -M.13. 21'-8" b 20'-1" b 18'-9' b 17W' b` 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-1 i" b 22'-2' b 20'-9" b 19'-7' b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11" b T-7" b T-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3' b ` 12'-3" bl 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'4" b 2" x 4" x 0.045' Snap 16!-2" b 14'-11" 61-14!-0" b 1 13'-2" .b I V-4 b 11'-11" b 11'-5" b 10'-11" b i 10'-7- b 1 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 the 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 214366, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX- (386) 767-65% PAGE © COPYRIGlrT 2004 r 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E_ SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1 A Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.024" 2 or 5 Rb Riser Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2, 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 14'-7" 17'-11" 18'-4" 13`-8' 1-r-5" l T-9" 11 `-2" 14'-3" 14'-7' 4'-0' 110 MPH 14'-1" 1T-11" 18'-4" i2'-9' 15'-9" 16`-0" 10'-0' 13'-5" 13'-9" 3'-11" 120 MPH 13'-4" 17'-5" 17'-9' 11'-9' 15-1' 15'-5" 9'-11" 12'-7" 12'-10' 3'-9" 123 MPH 13'-2" 16'-3' 1T-4" 11'-7' 14'-10" 15'-1' 9-9" 1 12'-5` 12'-8" 3'-8" 130 MPH 12'-9" 15-9" 16'-0" 11'-2" 14'-3" 14'-7" 9'-5' 111-8" 11'-10' 3'-7" 140 MPH 10'-1" 12'-6' 12'-9" 10'-1" 12'-6" 12'-9" W-11" 11'-1" 11'-3" 3'-4" 150 MPH 10'-1" 12'-0' 12'-9' IVA" 12' 6: 12'-9" 8'-6" 10'-$" 10'-9" X-3- 3- x 12" x 0.030" 2 or 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms. & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 15'-9' 19'-5" 19'-10" 14'-10" 18'-10" 19'-2" 12'-6' 15'-5" 15'-9" 4'-W 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 1T-10" 18'-2" 11'-3' 14'-6" 14'-10" 4'-0" 120 MPH 14'-5" 18'-10' 19'-2" 13'-2" 16'-3" 16'-7" 10'-8' 13'-7' 13'-11" 4'-0" 123 MPH 14'-2" 18`-4" 18'-8" 12'-11" 15'-11" 16'-4" 1 10'-6" 1 13'-5" 13'-8" 3'-11" 130 MPH 13'-9' 17'-4' 1T-9" 12'-0" 15'-5" 15'-9' 10'-2" 12'-11" 13'-Y T-10" 140 MPH 10'-11' 13'-6" 13'-9" 10'-11" 13'-0" 13'-9" 9'-8" 12'-4" 12'-7" 3'-0" 150 MPH 10'-11" 13'-0" 13'-9" 10'-11" 13'-6" 13'-9" 9'-2" 11'4" 1 11'-7" X-6" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 18'-5" 22'-9" 23'-2" 17'-10" 22'-0" 22'-5" 14'-7' 18'-8" 19'-1' 4'-0' 110 MPH 18'-5"- 22-9" 23'-2" 16'4" 20'-10" 21'-3" 13'-9" 17'-9' 18'-1" 4'-0" 120 MPH 1T-10" 27-0" 22'-5" 15'-5" 19'10" 20'-3" 12'-11" 15-11' 16'-3" 4'-0" 123 MPH 1T4" 21'-5' 21'-10" 15'-2" 19'-6' 19'-10" 12'-8' 15'-8' 15'-11' 4'-0" 130 MPH 16'-1" 20'4' 20'-9' 14'-7" 18'-8" 19'-1" 11'-11" 15-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'-9" 16'-1' 12'-9' 15'-9' 16'-1' 11'-4" 14'-5' 14'-9' X-0- 1150 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15-9" 16'-1" 10'-9" 13'-9' 1 14'-0" X -0 - Note: Total roof panel width = room width + wall width + overhang_. 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 2104 7"30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E, SECTIOR 7 SOLI® ROOF PANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foams 3°' x 48" x 0.024" Panels Itlfind Open Structures MonoSloped Roof Screen Rooms & Attached Covers I Glass & Modular Rooms Enclosed Overhang l Cantilever Region 1&2 span T 3 span 4 spam 1 &.2 span 3 span 4 span 1&24 span span 4 span All Roofs 100 MPH 17'-4" 19`-4" 18'-9" 15'-10" 18`-6" 17`-10" 11 `-8" 13`-8" 13'-3"_ 4'-0" 110 MPH 16-6" 19`-4" 18'-9" 14'-2" 157-10" 15`-3" 10` €> 12 6" i 1'-5' 4'-0" 120 MPH 15'-2' 18' 6" 17-10". 13'-3" 14!-10" —14'-4' 9'-8' 10'-10" 10'-6" 4'-0' 123 MPH 14'-10" 17'4" 16'-1" 12'-11"1 14'-8" 1 13'-11" 91-6" 10-7" 1Q'-3' 3'-11" 130 MPH 14'-2" 15'-10' 15'-3" 11'-8" 13' 8" 13'-3" 9'-0" 10'-1" T-9' 3'-3" 140 MPH 10'-0" 1i-2" 10'-10` 10'-0" 11`-2" 10'-10" 8'-4" 9'-4" 9'-0" 2'-11^ 150 MPH 1 10'-0" 11'-2" 10'-10" 10'-0` 11'-2" 10`-10" T-5" 8'-8" 8'-4" 2'-10" S- Y aw- Y n. n3n" panic Wind Open Structures Mo loped Roof Screen Rooms & Attached Covers Glass -& Modular Rooms Enclosed Overhang t Cantilever Region 1&2 span 3 span 4 span 18:2 span 3 span 4 span 1&2 span 3 span 4 span Ali Roofs 100 MPH 20'-8" 22'-11" 22'-2" 19`-6" ' 21'40" 21'-1" 14' 6" 16'-2" 15'-8" 4'-0" 110 MPH 20'-6' 22'-11" 22'-2" 1T11" 2Q'-1" - 19-5" 13`-3" 14'-9" 14'-3 4'-0" 120 MPH 19'-6" 2i'-10" 21'-1" 15'-9" 18'-8" 18'-1" 11'-5" 13'-5" 13'-0" 4'-0' 123 MPH 18'-9" 21'-0" 1 20'4" 15'-4" 18'-2" 17'-7" 11'-2" 13'-1" 12'-8" 4'-0" 130 MPH 16'-9` 19'-4' 18'-9" 14'-6" 16'-2" 15'-8" 10'-8" 12'-5" 11'-6" 4'-0" 140 MPH 11'-10" 13'-3" 12'-9" 1 11'-10" 13'-3" 12'-9" 9'-11" 11'-1" 101-8" 21'4' 150 MPH 11'-10" 13'-3` 12'-9" 11'-1 Q" 13'-3" 1 12`-9" T-2' 1 10'-3' 9'-11" 3'4" 4- x 48" x 0.024" Panel_c Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span] Glass & Modular Rooms Enclosed 1&2 3 4 span span Overhang I Cantilever All Roofs 100 MPH 20'-0" 22'-4' 21'-7" 19'-1" 21'-4" 20'-714-2" --span 15'-10" 16-3" 4'-0" 110MPH 20'-0" 22'4" 21'-7" 17'-6" 19-7" 18`-11` 12'-11" 14`5" i3'-11" 4'-0" 120 MPH 19'-1" 21'-4- 2(Y-7' 16-4" 18'-3' IT -8' 11'-2" 13'-2" 12'-8" 4'-0" 123 MPH 18`-4" 20'-6" 1 19'-10" 14'-11' 17'-9" 16'-2' 10`-11" 12'-10" 12'-4" 4'-0" 130 MPH 16'-4" 18'-11' 18'-3" 14-2' 15'-10" 15'-3" 10'-5" 11'-7" 11'-3" 4'-4" 140 MPH 1 V-7' 12'-11" 12'-6" 11'-7' 12'-11" 12'-6" 9'-8" 10'-9" 10'-5" 4'-0" 150 MPH 11'-7' 12 11" 12'-6" 11'-7" 12-11" 12' 6" 8'-11" 10-0" 9' 8"3'-3" 21'4' v w w x u_usu rnn.M ..- tea., -""F T Vvernang Lawrence E_ Bennett, P -E. FL # 1664 ! CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 254368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4T74 FAX_ (386) 767-6556 PAGE © COPYRIGHT 2004 7-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT. P.E. Open Structures Screen RooGns Glass & Modular Rooms Overhang Wind Mo -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 182 3 4 All span span span span span span span span span Roofs 100 MPH 23'-1" 25"-10" 24'-11" 22'-0` 24'-7" 23'-9" 16'3" 19-3" 18'-7" 110 MPH 23`-1" 25'-10' 24'41' 20-3" 22'-8" 21`-11" 14'-11" 17* -10" 16'-1" 4'-0" 120 MPH 22'-0" 24'-T 23`-9" 18'40' 21'4" 20'-4" 13'-7" 15'-2" 14'$' 4'-0" 123 MPH 21-7r— 2-7 22'-10" 18`-4" 20'-6" 19'-9" 13'-3" 14`-9" 14'-3" 4'-0" 130 MPH 19'-6" 21'-10' 21'4' 164" 1 19`-3" 18`-7' 12`-6" 14' ()" 131-6' 4`-0' 140 MPH 13'-4' 14'-11` 14`-5" ` 13'-4" 14'-11' : 14`-5" 11`-2" 13'-1" 12' 8" 4'-0" 150 MPH 13'-4" 14`-11" 14'-5" i 3 4' 14'- i 1 ` 14'-5" 10' 4" 11 `-i 11-2 4'-4" fd0 t- T-+- t --f .. - ..- tea., -""F T Vvernang Lawrence E_ Bennett, P -E. FL # 1664 ! CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 254368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4T74 FAX_ (386) 767-6556 PAGE © COPYRIGHT 2004 7-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT. P.E. Permit Number Parcel Identification NumberZ�-/9-3/-so/actio© oil Prepared by; }10r�-4 CGr-6enCL5 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 Fl nri ria County of S'.�k.,, (, 1."Wnvmngot ofYWbDel" iliimwminwin 8181allam 1 1110119111 CLERK OF CIRCUIT WIRT 411LE COWTY 05719. PG 058-57 >'7 RW S 0 2-005076840 (DED tkiilti/�t15 p 1DIN6 FL'ES 10,0L) WD BY t holden MIRED COPY MARYANNE MORSE Cl'. RK 0 CIRCUIT COURT SEM LE COU TY LORI QY u CLERK MAY a 1'0 2005 The undersigned hereby gives notice that improvement(s) will be made.to certain real property, and in accordance with Chapter 713, Florida Statules, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) L oT f5 €LE/� � /� E r' P,3 6,K i�C S S'S' - g (�, 2. General description of improvement(s) 3. Owner Information Name fy/,4R1orUCYEr2 Address °��� C�S,g rri.�2�N�+ �L Telephone Number yo z�- 9�-- Fax Number san �C - 3 Z77( 4. Fee Simple Title Holder (if other than owner shown Name above) SAME Address Telephone Number Fax Number 5. Contractor Name Frank Cardenas Address 3.32 Maguire Road Telephone Number (407)290 -21 11 Fax Number Ocoee, FL 34761 (407) 654-7533 6. Surety (if any) Name not applicable Address Telephone Number Fax Number Amount of bond 7. Lender (if any) Name not applicable Address Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other doc may be served as provided by §713.13(1)(a)7., umenls_ Name not applicable Florida Statutes. Address Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Li provided in §713.13(1)(b), Florida Statutes, Lienor's Notice as Name not applicable Address Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is one year fro' recording unless a different dale is specified): m the daleof Date Signed' Sig`4�,ture of Owner Sworn to and subscribed before me this `_ day of who is ��•�� i2�t c1 — --by __personally known to me OR _______-produced as identification.* RICHARD RUSH Signature of Nota Notary Public, State of Florida ry (notarial seal to appear below) Form Revised: 9/96 My comm. expires Feb 16, 2008 No. DD291294 Bonded thru Ashton Agency, Inc. (800)451-4854