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HomeMy WebLinkAbout181 Venetian Bay Cir (2)Permit # : Job Address: <= �L1tn-� Description of Work: Historic District: RECEIVED JUL 15 2009 t.all VC JHnPVRiIiGRIY(ll HiiLl +� Date: Permit Type: Building 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 --V/— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) �' 0 `� J boo— 0 r)MAttach Parcel #: Proof of Ownershi & Legal Description) ress Owners ame & ��Y l C. U l '.i rn `P ) L hone:WW1 — 0, `'� " f) Contra or ame & Address: f aState License Numb r: Phonc &Fax: Contact Person: I I Phone:L�m_� Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: 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 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. Acceptanceo ermtt is verifica�that will�notif�theown;rf the property of the 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 Li aw, ES 7t3. � C 0'S of Contraclo"iient/ \ ate Prir {— tractor/Ag s'Name (d Signature of Notary -State of Florida Date Co ctor/Agent is sonally Known to qr f\ aroduced ID �r��� APPLICATION APPROVED BY: Bldg )� t t `� c Zoning: (Initial & Date) (Initial & Date) Special Conditions: _ Utilities: FD: (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit No.: Date: Job Address:/,?/ Vege-liar' gaa el,-e`le- Parcel No.:+' (9Q — �� (Attach Proof of Ownership & Legal Description) Description of Work: Serer. ef--hc`esu-ee. Type of Construction: Flood Zone: Valuation of Work: 00 Occupancy Type: residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: W/&df77 w/lki Address: / 60/ /' V eh@�/C-n ,34-a e/1"Gle City: S�j/2•�e�1.-d Stater Zip: _ Z 7& Phone No.: 3 a'(p Z 3377 Fax No.: Contractor: Address: City: h Phone No.: "vC Contact Person 1 /n C. ✓GC State: �L Zip: . 17'7/ State License No.: OrSC- 3 30 - Z Y/* 7/ Fax No.: -(-/c/? % 2. -Yo —,5- o %�C! f—�<- Phone No.: �W%- Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender. Address: Architect: Address: Phone No.: Fax No.: 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, GIG. tL. OWNER'S AFFIDAVIT. I certify that all of the foregoing information is accurate and that all work will be done in compliance wl all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 0 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 YOU[ NOTICE OF COMMENCEMENT. �: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may I in the public records of this county, and there may be additional permits required from other governmental entities such as, management districts, state agencies, or federal agencies. tance of pennit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. YQH i StI` ature of Owner/Agent 'JW/am WililC t Owner/Agent's Nam // . /A_� ©9' of Notary-Syte of Florida Date Signature of Contractor/Agent Date /'ho�ias hl. Print Contractor/Agent's ame l Synature of Notary -S of Florida Datc PER DOC' S ORDERS PERMIT & DOCUMENT RECORDING SERVICES P. O. BOX 1. 613 51 ALTAMONTE SPRINGS, FL 32716 POWER OF ATTORNEY I HEREBY NAME AND APPOINT TO BE MY LAWFUL ATTORNEY IN FACT FOR ME AND APPLY TO FORA Building PERMIT :IFOR WORD TO BE PERFORMED ATA LOCATION DESCRIBED AS: LEGAL DESCRIPTION ADDRESS PROPERTY OWNER 11)-,// it iv, p. 1 ri�-'41'. AND TO SIGN IN MY BEHALF AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. i THOMAS W. WILLIS B 052L44 SIGNATURE THE FORE OING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS AY OF - 2005 BY THOMAS Wl WILLISt' WHO IS PERSONALLY KNOWNTO O ME/WHO PRODUCED1 AS IDENTIFICATION AND DID / (NOT) TAKE AN OATH. NOTARY SIGNATURE: '5� /— '-144 , PRINT NAME: la S. 'Ioh STATE OF FLORIDA, COUNTY OF ORANGE MY COMMISSION EXPIRES: . Pqy yah ZENOBLIA S. JOHNSON R\p- Notary Public - State of Florida • ►�MCarur'WonBOW Nov 18,2008 r r: �9.FOF Fro,?• Co1.m�misslon # pp 373178 ��'��,,en��o` BOA n,Io�7 Bi/ NOrM1nr11 N4drn. A.... 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=23193050200000780&cpad=... 7/5/2005 DAvin JoHNsam. GFA. ASA PROPERTY w APPRAISER SEMINOLE COUNTY FL. Q 1101 E. FIRST ST W S.ANFORo, €1..3 277 1-1 458'.4' . . 407.555-7508 dd it �14iiPb'�EI w r 1 I 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 23-19-30-502-0000 Si- Number of Buildings: 1 Parcel Id: 0780 Tax District: SANFORD Depreciated Bldg Value: $143,910 Owner: WILKIE WILLIAM & Exemptions: Depreciated EXFT Value: $0 KRISTIN Land Value (Market): $31,500 Address: 181 VENETIAN BAY CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $175,410 Property Address: 181 VENETIAN BAY CIR SANFORD 32771 Assessed Value (SOH): $175,410 Subdivision Name: VENETIAN BAY Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $175,410 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $533 WARRANTY DEED 10/2004 05595 0987 $201.000 Improved 2004 Taxable Value: $26,000 WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 78 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 31,500.00 $31,500 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Type Fixtures Ext Wall Bit SF SF SF Value New Num Bit 1 SINGLE 2004 9 2,042 2,707 2,042 CB/STUCCO $143,910 $144,633 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 176 Appendage / Sgft OPEN PORCH FINISHED/ 49 Appendage / Sgft GARAGE FINISHED / 440 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recently purchased a homesteaded property your next year's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=23193050200000780&cpad=... 7/5/2005 11 tv, *x , A' .4ssoc2ades 1 nC. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Conyless on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 00°00'17"E 50.00' L 2 N 00°00' 17"W 50.00 ��II PN J Es�CSCCE CI?r CLOT 76 5.0 L N LOT 78 �� -B- GRADING REVS WED Z3 !rte' N 0 LANAI o `o O O 22.0' O (1971) 'IT BROOKWOOD 11 ELEV. A.B.0 A D W/ I' GAR. REDUCTION — SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.3 o OFFICE LOT 77 w W .� 'o; 1.01 I9 w to ❑' �0 Lr) Ln 10 _0) M7.0 0 Z) co o 00 (13.0 `O oZ frn 20.0' N PLANS CITY REVIEWE D N ui ur 38.87' _—�— QANFDRD 0.4' L 2 0.4' 0 Ln 0 1—.0 P. S 00°00 17 E 273.87' P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRPTION.Lot 78. - V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Pubic Records of Seminole Colnty. Florida. FLOOD HAZARD DATA: The Parcel shown hereon hes within Flood Zone "X". according to the Flood hsuronce Rote MT Community Panel Number 120289 0035E. Doted 04/17/95. (City of Sanford. Community Number 120294) Flood Zone determination was performed by g-aplvc ploltinq from Flood hslrogce Role Maps provided by FEMA. No field surveyng was performed by thus Firm to determine this Zone. The exact zone location can any be delermned by on elevation study. We assume no responsll>,tity for actual flooding conations concerring Ilmis parcel General Notes: — ADDRESS: 181 VENETIAN BAY CIRCLE SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bea -2 shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being N 00°0017 W. Vertical dotum is based on NGVD per Engineering construction plans by Ned H 1 l l e r Engineering. hc. Job Number 2001. I This is a BOUNDARY Survey performed in the field on –L:�? ' / ' U7" . Legend CVS Offset 2 No aerial, surface or subsurface utility installations, underground improvements or ® Temporary Benchmark ORB Official Records Book subsurface/aerial encroachments, if any, were located. (assumed dalum) PB Plat Book 3 Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4 Elevations shown hereon, if any, are assumed and were obtained from approved CA Centerline PCC. Compound Cuivalure Point of Com p Construction plans provided by the Client unless otherwise noted, and are shown A CALC Central or (Delta) Angle Calculated PCP. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Beating PG. PRM Page Permanent Reference Monument temporary Benchmark shown hereon CD Chord PrL Property Line 5 The parcel shown hereon is subject to all easements, reservations, restrictions, and C M. Concrete Monument POB Point of Beginning Rights of -way of record whether depicted or not on this document. No search of the EL or ELEV Elevation (Proposed) p O C Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p I Point of Intersection 6 the legal descn liar shown hereon is as urnshed b client 9 P fiY. FD. Fin Fl, Elev Found Finished Floor Elevation PRC. PT Point of Reverse Curvature Point of Tangency 7. Platted and measured distances and directions are (he same unless otherwise noted. I P. hon Pipe R Radius 8. Copies of this Survey may be rnade for time original transaction only. LR lion Rod RAD Radial Line • Demotes 1," iron rod with yellow plastic cap marked LB4937 or LS3162, or L Arc Length RES Residence "iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LB Licensed Business ftiYv Right -of -Way 0 Deno(es P.C.P. (Permanent control point) LS Mea Land Surveyor Measured TSM TempoiaryBenchmark ■ Denotes Permanent Reference Monument N/D(N8D) Nail an d Disk T rr-.- //- ��. Typical Fence symbol (see drawing) © 2004 Herx 6 Associates Inc. All rights reserved N R Not Radial X --.X. Fence symbol (see drawing) Cortificatlon: Not valid without the sf �n-t�(ure and five orlginal raised seat of a Florida licensed Surveyor an Tairper This suryey meets the requiremenl or die Flor a Minimum 1 ethnical Standards as contained in Cha IG 176 arida Administrative Code.. Wir lain A Hem P L S Florida Registeredkrand Surveyor No! 3182 Daiae L. Pizernieolecki, P S M Registereeyor and Mapper No 6030 William R I ferx, P S M Registered Sun Alapper No. 6092 I ferx d Associates Inc. Stale of Florida LB 4937 '"11 CERTIFIED TO: KRISTIN WILKIE MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. UNIVERSAL LAND TITLE. INC. FIRST AMERICAN TITLE INSURANCE CO 28.04. Droen by: AN Checked by: OP Prepared For: MORRISON Job Number: 02-017-02 Scote : 1-• 30' Plot plen performed: 02-05-04 Foundofion Surrey: 05-13-04 Finol Surrey: 08-25-04 Add Cortificotions: 09-24"04 f SCREEN, ACRYLIC & VINYL ROOMS I INTERIOR BEAM (SEE TABLES 3A.1.3) I I SECTION 3A HOST STRUCTURE_ OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4 ) SCALE: N.T.S. _ HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE 3A-1 e' SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR MAX. H, / UPRIGHT I HEIGHT (h) / 1" x 2" r- 1 — MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS 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 'LW' LOAD WIDTH FOR ROOF BEAM — --,P/2' .. -- 'P/2' NO MAXIMUM (ELEVATION SLAB OR GRADE) *-- VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEF_ SECTION 7 FOR DETAILS) LU C7 � z� H U w� P = PROJECTION FROM BLDG. LW = LOAD WIDTH 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 Pl2 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: 1100-1231 130 1 140 150 #8 1 #10 1 #12 1 #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) 767.4774 FAX: (386) 767-6556 PAGE COPYRIGHT 2004 © 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION 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 Wl 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 ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCALE: 3" = V-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = l'-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 © COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. -HROUGH SPLINE GROOVES ;IDE WALL HEADER JTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" ).M.S. -IDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO "ONCRETE W/ 1/4" x 2-1/4" :ONCRETE / MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-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) 767-65% PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending'b' or deflection V) 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 a 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-1 t" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 1 0'-9" d 12 3'-11" d 1 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L'/ (bending 'b' or deflection 'd') 1 R 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 R 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d 7'-1" d 7'-2" d l'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d l'-1" d 9 4'-8" d 5-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" 1 d 5-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L'/ (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Width (ft.) Max. Span U/ (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b l'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b 7'-5" b l'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2" b 6'-11" b l'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5-10" d 6'-9" b 6'-6" b l'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b l'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to renter 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F. BENNETT, P.E. 3A-11 SECTION 3A I SCREEN, ACRYLIC & VINYL 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 second wind oust at 110 MPH velocity; using design load of 11 #ISF Sections 3'-0" 1 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 5'-6" 67-0" 6'-6" 1 Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" 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 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b T-11" b T-7" b T-3" b 6'-1 1" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 1'-11" b 7'-8" b T-5" b 7'-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'-1 1" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 1 1'-0" b 10'-8" b 1 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-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 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 cprond wind aunt at 120 MPH velocity: using design load of 13 #ISF Sections 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 4'-6" 5'.0" 5'-6" 6'-0" j 6'-6" 1 Allowable Height 'H't bending 'b' or deflection 'd' _ 7'-0" 2" x 2" x 0.044" Hollow 8'-8" b 1 8'-0" b 7'-6" b 7'-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 9'-5" b 8'-9" b 8'-2" b T-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'-0" b T-8" b 7'-4" b 7'-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 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-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 1 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 1 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 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-M14'- 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'- 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-1 8'-4" b 2" x 4" x 0.045" Snap 16' 2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-1 1" b 11'-5" b 10'-1 10'-3" 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 ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 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. SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE. 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 10.0-123 130 140 150 1 #8 1 #10 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O BOX 214368, SOU1H DAYIONA, FL 32121 TELEPHONE. (386) 7674774 FAX: (386) 767-6556 PAGE I © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E. SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.4.1 StrUctall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 spars 1&2 spars 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12' 4" 13'-9" 13'-3" 12-A" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" 3" x 48" x 0.030" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 spars All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18' 8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" f 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" T-0" 140 MPH 14'5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-()" 150 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 1 12'-9" T-0" 4" x 48" x 0.024" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" T-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" T-0" 130 MPH 19'-9" 22'-1" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" T-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 1 13'6" 15-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" T-0" 4" x 48" x 0.030" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 spars 1&2 span 3 span 4 span All Roofs 100 MPH 27'-11" 31'-4" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'A" 22'-6" 4'-0" 110 MPH 27'-11" 3 V 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" 120 MPH 26-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 1 17'-8" 19'-10" 19'-1" 4'-0" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" 18'-7" 4'-0" 130 MPH 23'-8" 1 26'5" 25' 7" 20'-10" 23'-4" 22'-6" 15'-2" 18'-1" 17'-6" 4'-0" 140 MPH 16'-2" 18'-1" 177" 1 16'-2" 1 18'-1" 17'-6" 14'-2" 15'-10" 15'-4" 4'-0" 150 MPH 16'-2" 18'-1" 17'-6" 1 16'-2" 1 18'-1" 17'-6" 13'-2" 14'-9" 14'-3" 4'-0" Note: Total roof panel width = room width + wall width + overhang T T Lk Lawrence E. Bennett, P.E. FL # 16644 350 B U R B A N K ROAD, CIVIL ENGINEER -DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 PO. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE I -BOO -229-5257 TELEPHONE: (386)767A774 LOCAL B 1 3-855-2627 FAX (386)7676556 FAX B 1 3-655-B 1 213 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 � L ---7 1 1 1 x �- 1 aO 1 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) 95 O RARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1'-0" 4" MIN (2) #5 BAR CONT. (1) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. - -- BALL SLABS) EEORE SLOPE 1 _ N `� a 8' 12" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - 1'-10" > V-10" Notes:' 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 ernsion 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: Fibermesh o Mesh, InForceT" e3 TM (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 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) 767.6556 PAGE © COPYRIGHT 2001 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTFN PERMISSION Or LAWRENCE E. BENNETT, P.E Prepared by:. by:, Inc/ 1 I till IQ IiII it IIII It All It 11111111111111111 Ill It 101119111 Ill I till . C� �T � (��/� �7YgGY�-I , Individual's name: ,�C�o�L/ -7— Address: Th`/VSoil/ MARYANNE MORSE, CLERK OF CIRCUIT COURT 277 L �i2%Z/c2 �V�NG1� SJ�MINULE WtKrY Sf1 /ir021� j=L 3Z BK 05811 FIG 0670 Return to: 7.7 >? CLERK' S # 20051 18581 Address: (5111n RELUND Nt3 1/15/2005 11137:07 AM RECURUEU 0' FEES 10.00 REL'UHUEU BY U Tho®as Permit # CERTIFIED COPY Tax Parcel # MARYANNE MORSE CLERK OF CIRCUIT C URT •� SEMI LE C FLORIDA State of NOTICE O'I' COM IENCEMENT BY l - County of S FS 713.13 ', 2005 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. 1. Legal description of property - (and (and street address, if available) �� � 9' 1Vey1C -1ilz n y 3/ /96� 2. General description of improvement: Sc,,ee-•, C17 3. Owner: Name and Address: W ///4�47 4// � E /q'/ Ael)eht i a. Interest inroe Ste'' / ��" 32 P P �'� b. Name and address of fee simple titleholder (if other I 4. Contractor: Name and Address: Phone# (yc,/) kk17 Fax# 5. Surety: Name and Address: Phone# ( ) Fax# ( ) b. Lender: Name and Address: Phone# ( ) Fax# ( ) ,�7,?7741 s`un •�Wc�� FGA �` . 7. Persons within the State of Florida designated by Owner upon Section 713.13(1)(a)7, Florida Statutes: (Name and Address) 8. In addition to himself, Owner designates the following perso Section 713.13(1)(b), Florida Statutes: (Name and Address) 9. Expiration date of notice of commencement (the expiration is specified.) !1 �4) 1 Wk:VN � (Signature of Owner) State of f%Jr/do— Countyof /y- _ Se/f1 r9('J / The foregoing instrument was acknowledged before me this Who_ is personally known to me or -,�( had produced Oath .�. did not take o th. (County Z- 04otary Public's si e) (Print Notary Public's Name) ;ice (SEAL) owner) AZ . 7;�3 notices or other documents may be served as provided by to receive a copy of the Lienor's Notice as provided in is one(1) year from the date of recording unless a different date (Print Owner's Name) day of_, 66r , by W lkalV 4////U.- 0, !� 0, l . as identification, and did take an ZENOBLIA S. JOHNSON` Notary Public - State of Florida MVCommhsionEVkesNov 18, 2006 Commission # DD 373178 Bonded By National NotarvAssn. SEnTRY MOrIOGEMErITINC. COMMUNITY ASSOCIATION MANAGEMENT MAIN OFFICE 2180 West SR 434 Suite 5000 Longwood FL 32779-5044 PH 407-788-6700 FAX 407-788.7488 BREVARD COUNTY / 597 Haverty Ct #110 June 3, 2005 Rockledge FL 32955-3613 PH 321-638-8880 FAX 321-638-9901 CLERMONT 179 N Hwy 27 Ste E Clermont FL 34711-2432 PH 352-243.4595 FAX 352-243-4597 Mr. and Mrs. William Wilkie 181 Venetian Bay Circle Sanford, Florida 32771 FT MYERS 12573 New Brittany Blvd #23 ; Dear Mr. and Mrs. Wilkie:: Ft Myers FL 33907.3625 PH 239-277-0112 FAX 239-277-0114 The Architectural Review Board of the Venetian Bay Homeowners Association GEORGIA 270 Carpenter Dr #320 Atlanta GA 30328.4912 PH 404-459-8951 FAX 404-459-8962 JACKSONVILLE 2980 Hartley Rd W #4 Jacksonville FL 32257-8202 PH 904-880-4055 FAX 904-880-3550 has reviewed the application you submitted for the installation of a screen enclosure. The ARB has approved your application, contingent upon your obtaining all necessary permits, and provided you confirm no setbacks are encroached upon. In addition, landscaping must be added to shield the enclosure from view. Thank you for your cooperation in this matter. Should you have any questions, please contact my assistant, Laura Prevesk, at (407) 788-6700 extension 275. KISSIMMEE 3377 W Vine St #306 ) Kissimmee FL Sincerely, 34741-4665 PH 407-846-6323 FAX 407-846-0301 ; VENETIAN BAY HOMEOWNERS ASSOCIATION, INC. LEESBURG 10332 US Hwy 441 #102 Leesburg FL 34788-7222 PH 352-343-57 FAX 352-343-5123 PONTE VEDRA Tina Lewis 10036 Sawgrass Dr #3 Ponte Vedra Beach FIL District Property Manager 32082-3565 PH 904-285.1526 FAX 904-285-1260 Enclosures SARASOTA 5500 Bee Ridge Rd #202 Sarasota FIL3233-1502 PH 9414343-0506 FAX 941-343-9874 TAMPA BAY AREA y 25400 US 19 North #164 1j ,1,1,1 + Clearwater FL 33763-2149 PH 727-799-8982 FAX 727-799-8984 ; VOLUSIA COUNTY 441 N Causeway ; New Smyrna Beach FL 32169-5266 PH 386-423-7796 FAX 386-423-1278 ' RR®• I 10, 4 SCq"I,- ) � C41JC& SUS IQ t.%,