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HomeMy WebLinkAbout120 Crown Colony WayPermit # Job Address: kr)� Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION c.uutub: value ut Date: RECEIVED FEB 2 2 2007 Permit Type: Building 1Z 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 Wgcpclosets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: L11f4 Construction Typet.0 00_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:Ja la '6hl J ` ��l �! "�l..h S ) lJ �Q�,Q (Attach Proof of OwnershiLegaa'l��"1 Description) A tn) h rf Owners Name & Address:I (!!I"- LUf�I MO C,(X LM C06a e _ l) 11 r & XIMCd . 77 I 0. Contractor Name & Address: Phone & Fax- Bonding Company: Address: Mortgage Lender: Address: Address I I I Person: State License Number: 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 add' ion to the this county, anilit erF,n ay) Acceptance ks of this permit, there may be additional restrictions applicable to this property that may be found in the public records of ermits required from other governmental entities such as water management districts, state agencies, or federal agencies. that;( will notify the Owner/Agent's Name*' at�o =Gdarada Af w otary Putrlic State of Florida . � Robed Forte �T My Cornrn&ion D0511801 :r AV 62, EX0ft&4MA,2Mwn to Me ySoo-c�01/--717-5 �o APPLICATION APPROVED BY: Bldg: tQ (In tial & Date) of the property of the requirements of Florida Lien Law, F§/713. Date k Si awreofContractor/, Print tractor/A nt's Date iRnature of Nota -S t Contractor/A t is roduced ID _ Zoning: Utilities: (Initial & Date) glgohj ate Date :.P d onally Known to Me or FD: (Initial & Date) (Initial & Date) Special Conditions: BECKY11 .Fks MY COMMISSION ti DD 630297 O o EXF!RM Februety 14, 2011 /X �ra' ' Bonded lhru Notary Public undetwrlters POWER OF ATTORNEY I hereby name; and appoint _ aA on of Affordable Screen & Patio, Inc. to be my lawful Attorney -In. -Fact to act for me and apply to the Building Department for a L per it for work to be performed at a location described as: Parcell ID # C= OU46t _j -(Q Block Subdivision: anc. r.o sign Tny name and do all things necessary to this appointment -Type and print name of C"1+14rdd\Contractor The foregoing instrument was acknowledged before me this 4i)�-07y ---------------------- � SIA State of Mornd:a Notary Signa.atu ho produced as identification and who did not take an oath. County of Seminole Notary Name Printed (Seal) BECKY ROGERS ^AY COMMISSION 4 00 630207 EXPSES; February 14, 2011. F1Cn6fldThrJNoW.ryPVblinUrdatr4fitare Date: ad/ 14 NOTICE OF COMMENCEMENT STATE OF FLORIDA . COUNTY OF Permit No. 1180111 ulta�tRrfti�Ifrli�Ei1��16(iH MARYANNE PHIRfi ,, U..ERK W CIRCUIT MMT SEMINOLE Cts 4TY 8K K598 Rg lMl (1pg) CLERK' S. #1 2fl-tia 74-11 -7446 RFDjRDI-_�D @t3e214:45. iN RFDjRDINi FEES m RF1NJ1?D1-,:D BY L McKinley Tax Folio No. (PI]D),,%'�-3g - t11) .5Qn-()QW - 00.(00 CERTIFIED COPY MARYAXPjE .MORSE 11 This Instrument Prepared by: � 1R�1- -e CtfRK CIRCUIT COURT SEMI L •. FLORIDA Q1 q). BY_ P Tv Return to: - - The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF Description of OWNER INFORMATION Name Telephone # A:� - ( e°a-IS Address Facsimile # 44. FEE SIMPLE TITLE HOLDER (If other than owner shown above) Name _ Telephone # _ Address Facsimile # _ CONTRACTOR Name lad :arca �; -t^N� r� £ —�k() AddressrQ SURETY (134 -DING- COMPANY) (IF ANY) Name and Address LENDER (IF ANY) Name and Address Telephone # O ( n Facsimile # �rrrrrrrrrerrrrrrrrrrrrrrrsrrrrrrrrrrrvrrrrrrrrrrrrrrrrrvvrrrrrrrrrrrrrrvrarrrrrrvrr Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 71.3.13(1)(a)7.,Florida Statutes: Name & Address rrrrrrrrrrrrrrrrrrrrrrrrvvrrrrrarrrrrvrrrrrrrrrrrrrvrrrvrrrvrrvrrrrrrvrrrrvvrvvvrr■ Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and Address irrr rrrrrrrrrrr rrrrrrrrrrrrrrryrrrrvrrrrrrrrrrrrvrrr■■rrrrrrrrrrrrrrrrvrrrrrvrrrrer■ In addition to himself, Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. irrrrrrvrrrrerrrrurrrrrarrrvrrrrrrrrerrrr�iirr�rrrrrrrrrrrevrrrrrrrrrvrvrrrrrmrrrrrrv■ Expiration Date of Notice of Comn (The expiration date is 1 year from <► Pc� Notary Public State of Florida date is speci e Robert Forte My Commissbn D0511801 a a Expires 01129/2010 �So�gf��,iature Of Owner S to and subscribed before me this Day of -,"�f , 20c�J 6 �U o r ei, I jFo/ My Commiision Expires Notary Pu is The foregoing instrument was acknowledged before me this _ l %day of��' , 2007 by �� P* 044 HN2 h y"o1" (Name of person acknowledged), who is personally known to me or who has prod41LT (Type of identification), a identification and who did/did not take an oath. A °z S o0 - y 7 Z- 6 YP-- b Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=3319305QS00000660&c... 2/19/2007 DAVID JOHNSON, CFA, ASA 12 aa`^" PROPERTY 70 ez APPRAISER � ° o 6EININOLE COUNTY FL, r- d 2 1101 E.FIRSTsT SANFORD, FL32771-146B .° 407-665-7506 2007 WORKING VALUE SUMMARY s� GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000-0660 Number of Buildings: 1 Owner: LYON TINA & MICHAEL G Depreciated Bldg Value: $182,429 Mailing Address: 120 CROWN COLONY WAY Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $44,000 Property Address: 120 CROWN COLONY WAY SANFORD 32771 Land Value Ag: $0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value: $226,429 Tax District: S1-SANFORD Assessed Value (SOH): $139,676 Exemptions: 00 -HOMESTEAD (2004) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $114,676 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $3,718 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $2,190 SPECIAL 08/2003 05004 0390 $143,200 Improved Yes Save Our Homes (SOH) $1,528 WARRANTY DEED Savings: WARRANTY DEED 04/2003 04779 0081 $320,000 Vacant No 2006 Taxable Value: $111,269 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 66 CROWN COLONY SUBDIVISION PB LOT 0 0 1.000 44,000.00 $44,000 61 PGS 76 - 78 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value New Num Bit SF SF SF 1 SINGLE 2003 7 1,865 2,290 1,865 CB/STUCCO $182,429 $186,152 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 389 Appendage / Sgft OPEN PORCH FINISHED/ 36 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' Ifyou recently purchased a homesteaded property yournextyear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=3319305QS00000660&c... 2/19/2007 /C/ Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy 7. tom,'` � 5,�,,, YeI id 4e7r sM. 10 . GLASS & MODULAR ROOMS INTERIOR BEAM (SEE TABLES 38.1.4) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST . TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. tALUMINUM ROOF�SY M . PER SECTION HOST STRUG URE OR FOURTH W L FRAME {f/ U AM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3B.1.5) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. 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) 767-6556 04 O NOT TOBE REOD I aPROUCEIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE 3B-1 B- 1 ■' �. ' (•? is r I , ) 1, t SECTION 3A I SCREEN, ACRYLIC: & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW' FOR / MAX. UPRIGHT / H -t HEIGHT (h) - 1" x 2" MIN. 3-112" SLAB ON GRADE IES - OR RAISED FOOTING L (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) 'LW' LOAD WIDTH R ROOF BEAMTE CONIGCTION^ FO - -- ---- - - _...... @FASCIA ALLOWED ._ ...._.._.._... - ..... SEE SECTION 7 FOR DETAILS SIZE BEAM AND UPRIGHTS__,�__,.� ----� O � (SEE TABLES) O.H: - SOLID ROOF N10 MAXIMUM (ELEVATION SLAB OR, GRADE) 'ir - VARIES VARIES L 'P' VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 'I" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O. 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/ WASHES OR OR W/ ANCHOR CLIPS AND (2) #8 SCREWS WOCOLUMN WASHERS @ EACH POINT OF INTERNRN 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: _ �•--`�-���'`"""'� 100 -123 130 '' 140 150 #12 TYPICAL SCREEN.ROOM OOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL #166-4-___ CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BO 2143, SOTH H: (366) 7670 774FL 32121 TELEPONE FAX; (386) 767-6556 PAGE © COPYRIGHT 2004 33Ay:-2: PIOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PLAN In O� ° t�a�°Y ®n® SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST Wl #10 x l-112" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT SCREEN, ACRYLIC; & VINYL. ROOMS ALTERNATE CONNECTION: '2) 4110x 1-112" S.M.S. -HROUGH SPLINE GROOVES 1" x 2" OPEN CLACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 6" FROM EACH ENE) OF POST AND 24" O.C. ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN 3ACK W/ MIN. (2) 410 x 1-112" 3.M.S. IDE WALL GIRT ATTACHED x 2" OPEN BACK WI MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES - - FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-114" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE A ALTERNATE CORNER DETAIL, SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644— CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUH D YTO A, FL 32121 TELEPHONE FAX: (366) 767-6556 _ PAGE Q 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 S COMPOSITE ROOF PANELS; (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" X 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES SECTION 3A RISER PANELS ATTACHED PERI CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) /#10 x 1-1/2" S.M.S. IN SCREW BOSSES 21'x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP Evro'_!S!0 S C_!RT .I ATTACHED TO POST : I!TH MIN. (3) #10 x VZ Q.M.S. iN SCREW BOSSES I 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTCN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A- 7 SECTION 3A--- ! SCREEN, ACRYLIC & VINYL ROOMS Lawrence E. Sennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 3212.1 TELEPHONE: (386)767-4774 FAX: (386) 767-6556 PAGE Q COPYRIGHT2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEIJNETT, P.E. Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Roorns Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 ft/SF r_ Tributary Load Width W' = Purlin Spacing 3'-0 T-6- �^ 4' 0" 4' 6" 5'-0" 5' 6" 6'-0" 6' 6" 7'-0" 7'•6" Sections Allowable Height 'H'I bending b or a ec Ion ���, _ 8'-9" b 8'-2" b 7'-8" b 6'-11" b 6' 8" b 6' 5" b G 2" b 5'-11" b 2" x 2" x 0.044" Hallow 9'-5" b 8'-5" b %'-11" b 7' 7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 2" x 2" x 0.055" Hollow 10f-3�b 9'-6" b 8'-11" b b 8' 9" b 8'-4" b 7' 11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9' 9" b 9' 3" b 10 Ci b 9'-11" b 9' 6" b 9' 2" b 8' 10" b 8' 6" b 3" x 2" x 0.070" Hollow 12' 9" d 12'-2" d 11'-7" d 10'-11" 9' 10" b 9' 5" b 8' 11" b 8' 8b B' 4" b B'4' b 2"x 3" x 0.045" Hollow 12' 9" b 11'-9" b 11 0" b 10' 5" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8--1b 10'-3" b 2" x 4" x 0.050 Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12' 11" 2" x 4" x 0.046" S.h1.E3. 19'-1" b 1T -B" b 16'-6" b b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 2" x 5" x 0.050" S.PA.B. 23'-7" b 21'-10" b b 20'-5" 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 2" x 6" x 0.050" S.M.B. 26'-l" b 24'-2" 9'-2" b 8'-8" b 2 " x 2" x 0.044 Snap 11'-3" b 10'-5" b 9'-9" b 12'-5" b 11'-9" 2" x 3" x 0.045" Snap 14'x" b 13'11" b 15'-3" 2" x 4" x 0.045" Snap 17-7" b 16'-3" b 120 MPH velocity; using design load of 13 #/SF For 3 second wand gust at Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 3'•6" 4'.0" 4"' 'd' Allowable Height 'H' f bending'b' or deflection b 8'-0" b T 6" b 7' 1" 6'-1" b " b 5'-8" b 5' 6" " 2" x 2" x 0.044" Hollow 8'-8" b 6'•8" b 6'-5 6' 5" b 6'-2" b b 2" x 2" x 0.055" Hollow 9'-5" b 8' 9" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7 6- 3" x 2" x 0.045" Hollow 10'-5" b 9'-7"" 10'_1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b54'-2' n" h 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'_8,• b - 11'-2" b 10'-6" b 9'-11". b 9'-6" b -" 8'-2" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11 b 13' 10" b 12' 11" b 12'-2" b 11'-7" b 11'- 10'-7" 9'-5" b2•,}a.X p 0Sg 'NtillavJr 14'-11" b 15'-2" b 14'-4" b 13' 7" .b 12'-11'2" b 11'-11" b 11'-1" b.2u-x,,4!".x 0.046" S_I1fl.B. 17'-6' b 16'-3" b 1T-9" b 16'-10" b 16'-0"' b 15' 4" 4'-9" b 13' 9" b23'-11" x 5" x 0.050" S }:_ 21'-8" b 20'-1" b 18'-9" b b 19'-7" b18'-7" b 1T_9" b 16'-11" b 16' 3 15'-2° b b 22'-2" b 20'_9" b 7'-11" 6 7'-7" b 7'-4" b 7' 0" bFU-9"b 6' 6" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" 10' 9" b 10' 3" b 9' 9" b 9' 4" b 8'-11" b 8'-8" b IS -4' b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b b 12'-6" b 11'-11 b 11'-5" b 10'-11" b 107" b 10' 3" b -27x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" Notes: Add horizontal distance from upright to center of brace to beam connection to the 1, Above spans do not include length of knee brace. above spans for total beans spans. 2. Spans may be interpolated. Lawrence E. Sennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 3212.1 TELEPHONE: (386)767-4774 FAX: (386) 767-6556 PAGE Q COPYRIGHT2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEIJNETT, P.E. 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 NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @ 12';9-0: #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" = V-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" = V-0" WOOD STRUCTURES SHOUZ15 �NNECT TO TRUSS BUTTS OR THE - ASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN RE=O tBE-TH CI 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 SHALT_ 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: 1100-12=130 140 1~ 15D #8 1 #10_.L.#12 #12 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 ,,pp © COPYRIGHT2004 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 SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock O 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, 0- X Wind U.UL4 KuQi rdnel open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever R?gion 1&2 3 4 1&2 3 span span 4 span 18:2 3 span span 4 span All Roofs 10() MPH span __ 21' 4" - ;pan �_ _ 23'-10" span 23.0" --- 20' 4" 22_9" 21.11„ 15' 1" 17'_9„ 16,_3" 4'-0" 1()��21 20.10„ 23'-10" 23'-0" 8' 20'-11" 20'_2" 13'_9"15'-4" 14'-10" 4'-0" 120M 23 8„ 22'_9" 21'11" '1T-5 19,_5„ 18'_1012'_6„ 13'_11" 13'_6„ 4'0" 25'_9" 20'_5" 21'-10" 21'-1" 18-11 18 11'-8" 13 8„ 13,_2„ 123 MPH 130 MPH 18'-0" 20'-2" M19'-5" 22'_2" 21'-5" 11'-1" 12'-11" 12' 6" 4'-0" 140 MPH 12' 4" 13'-9" 13'-3" �15�9" 18'-8" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4"13'-9" 4'-0" 13'-3" 14' S" 16' 2" 9'-6" 10'-8" 10' 4" 3'-11" 3" x 48" X Wind U.U3U" Koot ranee open Structures Mono -Sloped Roof _ Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&.2 3 4 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs _w w 10) MPW -span .. — 24'-11" span 2T-11" span 27'-0" 23'-10" 26'_8" 25.9„ 18.8„ 20.10„ 20'_2" 47 111) MPH span 277111p 27'_0„ 21-11" 24'-6" 23 8„ 16.2„ 19'-3" 100 MPH 4'-0" 12!) 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,' 2-4'-9" 19'-10" 22'_2" 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" 4'-0" MPH 14' S" 16' 2" 15' 7" 14'-5" 16'-2" 15'-7" 12'-8'. 14'-2" 13'-8" 4'-0" 140 14'-5" 1-672" 15 T 14,_5, 16'-2" 1 -7" 11'_2" 13'-2" 12'_9" 4'-0" 150 MPH 4" x 45 X __. U•ULH nevi Open 1-1— Structures Screen Rooms Glass & Modular Glass & Modular - Rooms --overhang I Wine, Mono -Sloped Roof & Attached Covers Enclosed Region Cntieve Cantilever Region 1&2 3 .4 1&2 3 4 1&2 3 4 All Roofs 30'-3" span span span span span span span span span 30'-3" 100 MPH 23.5" 26' 2" 25.3" 22'-3" 24' 11" 24'-1" 17'-5" 19'-6" 18'-10" T-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" 211-4" 20'-7" 13-9" 15'-4" 14'-10" 4'-0" 1 �!3 MPH 21' S"r23'-1 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" T-0" 131) fJlPFI 19'-9" 21'-4" 17'_5„ 19 6 18'-10" 12'8" 14'-2"13'-8" 4' 0"141) MPH 13'-14' 7" 1'6" 15'_1„ 14' 7" 11'_3" 13' 3" 12.9" 4-01'.iq 14' 7" 13' 6" 15 1" ,14�-7-7"12 4" 4' 0" PJIPH 13'-6" 4" X 48" x 0.030" Root Vane[ Screen Rooms Glass & Modular Rooms Overhang I Wind Open Mono Structures -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4_ span 1&2 3 4 span span span span 1&2±2— n All Roots 100 MPH span 27'-11" span ___ 311-4" 30'-3" 26'_8„ 29'-10" 28'-10" 20-10" 4'-01'1b1 MPH 27'-11" 31'-4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 0„ 4'-0" 12piV9PH 26'-8" 29'10" 28'10" 22'-10" 25'-7" 24'8" 17 8 "4' "1;3a7 0° 23 MPi9 25'-8" 28'_8" 27'-9" 22'_2, 24'_10"23_11" 16.0„ MPH 23'-8 26'-5" 25-7" 20'-10"23' 4" 22'6" 15'_2" 18 117 6" 4''0'�_ 140 FM -P,4 16'2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 14'-2" 15' 10" 15' 4" 4'-0" 15U MPH 16'-2" 18'-1" 17 6„ 16,-2' 18'_1" 17' 6" 13'_2" 14'-9" �f.. a... r_sb t -f na 1 width = room width + wall width + overhang TRUCTALf Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT 3S0 BURBANK ROAD, P.O, BOX 214368, SOUTH DAYTONA, FL 32121 (11_10'JMAR, FLORIDA 34677 TELEPHONE: (386)767-4774 NAT1ONWIED£ 1-800-229-5257 FAX: (386)767-6556 iLOCA I.. a 7 3^855-2627 FAX 613-855-8128 - __ •_ PAGE © COPYRIGHT200-4 NOT TO BE REPI90DUOED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. p " ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 — -------- U) W ROOF PANEL Q (SEE SECTION 7) _ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME - SIZE OF POST (SEE TABLE 2.3) COLUMN NOTCHED TO SUIT _ BEAM AND POST SIZES (SEE TABLES SECTION 2) DE NOTCH POST TO BEAM CONNEC SCALE: 3" = 1'-0" BEAMS MAY BE ANGLED FOR ---------- GABLED FRAME w Ud ROOF PANEL > (SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063" — — — — — — — — — — RECEIVING CHANNEL THRU OO - �— ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/THRU OR COMPOSITE PANEL BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER FOR NUMBER OF BOLTS AND OF BOLTS) I - SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLES SECTION 2) COLUMN NOTCHFJYT -SUIT CENTER NOTCH POST TO BEAM CONNECTION 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) 7674774 FAX: (386)"1'67-6556 - PAGE © COPYRIGHT 2004 2 -17 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS CONNECTOR MAY BE (2) ANGLES, INTERNAL 'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) PRIMARY / FRAMING BEAM (SEE SPAN TABLES SECTION 2) MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) ® w ® �m Ca ® ui oUj ® a EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (4) #10 x 1-1/2" INTERNALLY I SECONDARY BEAM / PURLINS(SEE SPAN TABLES SECTION 2) BEAM TO BEAM CONNECTION DETAI SCALE: 3" = 1'-0" BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 3/8" x \ 2" LAG SCREWS PER SIDE OR TO CONCRETE WI (2) 1/4 x 2-1/4" ANCHORS OR MASONRY ® WALL ADD (1) ANCHOR PER Lu ® SIDE FOR EACH INCH OF BEAN HOST STRUCTURE MASONRY -' Co ® DEPTH LARGER THAN 3" OR FRAMED WALL (SELECT FASTENERS FROMo ct ® ALTERNATE CONNECTION: SECTION 9 TABLES) a ® (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U -CHANNEL ® ATTACHED TO WOOD FRAME — WALL W/ MIN. (3) 3/8" x 2" LAG PRIMARY BEAMS CREWS OR TO CONCRETE (SEE SPAN TABLES OR MASONRY WALL W/ (3) 1/4" SECTION 2) x 2-1/4" ANCHORS OR ADD (1) ANGLE OR RECEIVING ANCHOR PER SIDE FOR EACH C INCH OF BEAM DEPTH - LARGER THAN 3" BEAM TO WALL CONNECTION DETAI SCALE: 3" = V-0" - F'9 E !y I EWE Lawrence E. Bennett, P.E. FL # 16644 ��, ����® CIVIL ENGINEER - DEVELOPMENT CONSULTANT OF P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT2004 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. F SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patin rnvprS_ and other Open Buildings - ALUMINUM POSTS Example: Find Roof Area Needed; Area =W; Post Spacing ='S'; Structure Projection ='W: A = S x (W/2 + O.H.); If IS, = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x T. x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 ITI O F SANFOFID . CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Aluminum Post Wind Load (MPH) = 100 110 120 123 130 140A 1408 & 150 Attached Cover Uplift * = 10 #/SF 12 #/SF 14 #/SF 15 #ISF 16 #/SF 19 #/SF 30 #ISF Free Standing Uplift = 10 #ISF 10 #/SF I 11 #/SF 12 #/SF 1 13 #ISF 15 #ISF 30 #/SF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load 2" x 2" x 0.044" Hollow Extrusion or (lbs.) 2" x 2" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T 6 7'-4" 2,064 206 172 1 147 1 138 129 1 109 81 1 69 52 8'-7" 1,548- 155 129 111 103 86 80 97 75 1 63 1 40 9'-10" 1,204 120 100 1 1 65 60 56 48 30 11'-1" 903 90 75 Height Load2" x 3" x 0.045" Hollow Extrusion or (lbs.) 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 274 228 195 182 167 171 156 144 132 91 83 9'-6" 10'-11" 2,502 1,596 250 209 179 160 133 114 106 100 84 53 12'-3" 1,197 120 100 86 80 75 63 40 Height Load (lbs.) 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10%0" 2,381 238 198 170 159 149 125 79 11'-8" 1,786 179 149 128 119 112 94 73 60 46 13'4" 1,389 139 116 99 93 87 74 69 87 65 55 35 -15'-0" HeightLoad 1,042 (lbs.) 104 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11'-0" 3,600 360 300 257 240 180 225 169 189 142 120 90 12'-10" 2,700 00 193 210 1 175 150 31 111 70 :14'8" 6" 1,575 158 131 113 105 98 53 Height Load (lbs.) 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 341 1 284 243 1 227 _Tl3 70 160 9 135 1 114 85 - 15'-10" 2,556 1,988 256 199 166 142 133 124 105 66 17'-10" 1,491 149 124 107 99 93 78 50 Example: Find Roof Area Needed; Area =W; Post Spacing ='S'; Structure Projection ='W: A = S x (W/2 + O.H.); If IS, = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x T. x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 ITI O F SANFOFID . CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 2-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and dumber of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Size Minimum Post Size # Thru-Bolts @ L=D+%" Minimum Knee Brace" Minimum # Knee Brace Screws 114"o 3/8"o Hollow Sections 2" x 3" x 0.050" Hollow Tilt 2" x 2"x 0.044" or 2" x 2"x 0.045" Snap 2" - 2" x 3" x 0.050" (3) #3 Hollow 2" x 3"x 0.045" Hollow 2" x 3"x 0.045" Snap 2- - 2" x 3" x 0.050" (3) #8 Self Mating Beams 2" x 4" x 0.038" X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #3 277 3" x 3"x 0,060" Scalloped 2 - 2" x 3" x 0.050" (3) #3 2" x 6" x 0.050" X 0.120 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #10 2" x 7" x 0.055" x 0. 120" 3"x3"x0.093" 3 2 2"x4"x0.050" (3)#10 2" x 7" x 0.055" x 0.120" w/ insert 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #10 2" x 8" x 0.072" x 0.224" 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #12 2" x 9" x 0.072" x 0.224" 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 2" x 10" x 0.092" x 0.369" 4" x 4" x 0.125" 6 4 2" x 4" x 0.050" (4) #14 The minimum number of tnru noes is (Z) * Minimum post/beam may be used as minimum knee brace ** Fasten w/ external screws or clips. See Details. 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 2^5114 G q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r FASTENERS SECTION 9 DRIVE NAIL SPI F rOSCREW T -BOLT NCRETE EXPANSION BOLT 1 ANCHOR CONCRETE AND MASONRY ANCHORS SCALE: N.T-S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT • I W/NEOPRENE WASHER • I I OPTIONAL. E'rAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS''MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING"LOAD VALUES SPECIFIED BYI HE MANUFACTURER AND SHALL BE APPROVER BY THE BUILDING OI=FICI\L Lawrence E. Bennett, P.E. {-L. # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYfONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 �..�...-.-..__--...�,.m.....a.......,....-. ---._.�.._.._-.�.._..__.�.._.._____��.. PAGE Q COPYRIGHT 9Q04 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT', P.E. 8 • • ,PLAT' OF S0�1WDARY SURVEY I. MARONpA iiOM��. INC. o sc�rPzror�� Lal" 6G CROWN COLONY 5UPP ZVI,�IC7N j 76, ! 7 4 76 • PUBLIC RECORDS OF ,SMINC?LCOUNTY, FLORIDA coROED Flu PIAT BOOK �� PACE(S) -- Lor 71 5=09102"E GO -00 a v icy ITO 1PII�A� GA^IC 5CAU \�7 4 Lc1.-I4:f-. XT 67 0 CONCRCM MONUMENT ND. -NUMBER P,r,-pPOINT OF FANGENCY CONC-CONCRETE W.E. - WALL EASEMENT RFC£RTT�7E0 R.-RAQIUS P.T.- t LAND � COArP -UBT71A► EASEiA�NENT u I"dUNAATrON LOCATION POFryT AVANREv �.C, ^LfCENSEA O p' OFFTCIALURECOORRDS P,C �-POWCEWRSE OMPOUND EEE yyA UTTL/TY dt ARC -ARC j ENGTH 9 CENTERLINE EiUSIN $S A -AIR CONOITk7NEN PA0 CH.aRG- OCARWC 6DEL TA CENTRAL ANr4E) ShU,E.-SWWALK dr UTIOrY'.EASEMENT olux.-DRAINAGE I UTILITY EASruwr D•il.&S.[-DRAlNn1GC. 514XWALK EASEMEN J � E-MAIL: CAVQNE +Q CFL,RR.COM WXNSEO, BUST rSS NUMBER 307J i'11 3' W,(1, STAKE Lor a°t�� � T 1 W.O. STAK uou5r 7-L24 It; rr�11 'N: o. FORM CHECK � 7�' � LOT t1r Nf 6 CARD FILL" CRQwNCOL66.O1 �j 7' LOT 70 LOT G5 0 a U) U C`�v Z REVIEWED Y.OF SANFORD N 0 0 AD f _ CROWN !COLONY WAY-- �---- 900'Dy'02'E (FauwIra ) 1�1a1� tid NOTES; 1, F AR1 US ARE BASED ON THE CENTERLINE OF CROvw COLDNY WAY RUNG S00109'07"E. 2, UNDERGROUND 1MPR04EMENTS. ROW OVERHANGS AND FOOTERS HAW NOT BEEN LOCATFO. J. ELEVAIICNY; ARE BASED ON NATIEWAL (70DrI?C WR7CAL DATUAI OF 1928, 4. GVLOLNG TIES ARE TO FOUNDATION. 5. &MOING TIES ARE ND1 TO BE USED TO CONSTRUCT DEED OR PLATTEO LINM 6. SEARINCS AND DISTANCES SHOW NERCON ARE MEASUREO ANO PCR RECORDED PLAT UNLESS O TNERw5E NOTED, ROOO CER77F"ICATIO QASEO ON Tri FE -DURAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP. TME STRUCTURE SHOWN HEREON OOES NOT LIE WTHIN TME 100 YEAR FLOOD HA2AR0 AREA. TW5 STRUCTURE LIES IN ZONE - X ". CowwwTr PANEL Na 120..799 0010 E ErF'ECTIVE DATE: APRIL. 17, 1895 MAP REVISION DATE.' (SUBJECT TO CHANGE) CE~ ZTIFIED T01 Tina D. & Thomas E. Tryon .MFC Mortgage Inc. of Florida Kampf Title & Guaranty Corp. Adnor_am Title Company,Inc. Chicago Title Insurance Co. TKE UNOERSTSKEO AND CAVOWE, INC. LAND SURVEYORS and MAPPERS WAKE NO RESERVAMWS OR GUARANTEE$ A$ TO THE 1NFORMAT10N REFLECTED HEREON FIFRTAINUING TO EASFUCSTS, RIGHTS OF WAY, SETBAC9 LINES, AGREEMENTS APO OTHER MATTERS. AND FL»4T}H£R WT S WSTRVNEN* !E NOT WrEH9Ed3 To REFLECT OR SEF FORTH ALL RICH MATTERS, SUCH INFORMATION 5HOU0 QE OSTA(NED AND CONFIRMED By OTHERS THR(7UGFH APPROPRIATE TITLE WRIFTCATH ABOWWA TIONSItEGEND. Q row 1 1/4" IRON PIPE as 2005) 4o FouNO IRON ROo Q FOUND IRON PIPE FOUND CONCRCM MONUMENT ND. -NUMBER P,r,-pPOINT OF FANGENCY CONC-CONCRETE W.E. - WALL EASEMENT RFC£RTT�7E0 R.-RAQIUS P.T.- t LAND � COArP -UBT71A► EASEiA�NENT u I"dUNAATrON LOCATION POFryT AVANREv �.C, ^LfCENSEA O p' OFFTCIALURECOORRDS P,C �-POWCEWRSE OMPOUND EEE yyA UTTL/TY dt ARC -ARC j ENGTH 9 CENTERLINE EiUSIN $S A -AIR CONOITk7NEN PA0 CH.aRG- OCARWC 6DEL TA CENTRAL ANr4E) ShU,E.-SWWALK dr UTIOrY'.EASEMENT olux.-DRAINAGE I UTILITY EASruwr D•il.&S.[-DRAlNn1GC. 514XWALK EASEMEN J r.I-� i v c. INK. 13 5­_ UR0 ItAtSEA�SS•41, of BUND fR& D MAPOFR �'T �r�.L .L • L.ANO WRWYMS AND MAPPERS 0 AFL pCXr} A 0r. (,iGfnsfp IV1u � A {1 RFC£RTT�7E0 lNAL LOCATION B 7Q .70aj JOG SOUTH RONALt7 RCAGAN UQULCVARO ill`A" +✓ I"dUNAATrON LOCATION •� - O. I.ONC:wW0. r"LOpptOA ]27.517-5499 TELEPHONE 0041NICK F. CAVONE' -- PRESIOENT FORMBOARD LOCATION [e -i' d V) J9-.36060 FAY Na. (gay) TsL,RR, tLORIDA SURVEYOR & MAPPER NUMBER 2009 STAK[ HOUSE r}-Zc1-�gGti3 � E-MAIL: CAVQNE +Q CFL,RR.COM WXNSEO, BUST rSS NUMBER 307J STAKE LOT W,(1, STAKE Lor a°t�� � T 1 W.O. STAK uou5r 7-L24 It; rr�11 'N: o. FORM CHECK � 7�' � LOT t1r Nf W,O, FDUNOA TION 2� Ir�r W.0, F`FNAL j 3 - I � WO. REGERT CARD FILL" CRQwNCOL66.O1 I FROM ARTESIAN POOLS 3 � 2007 9:07/ST. 9:06/N0.7160172496 P 2 �ruti+:iw �.j�vo�ltvl7 riV1v=U W, 'btCN ASNVUTAIIUN, INC;. ),IG REQUEST FOR ARCHITEC'*MAL APPROVAL NAME: Su c n Car i o SF ADDRESS: Q39 C► rC.j o_ FL 30993 P140NE (H) qoq- 3oa- r7cl I o (Cell) `%q-Qa4-q j�) q07- '-118-c)3sy IYPE OF MODIFICATION: ADDITION FENCE DECK SBED LANDSCAPE MODIFICATION OTHER (DESCRIBE)`_D00] EXTERIOR PAINTING PORCH n (-4L IMPORTANT: PLEASE ATTACK A DETAILED DESCRIPTION OF THE PROPOSED CHANGES, INCLUDING THE FOLLOWING INFORMATION, IF APPLICABLE: 1. Copy of property survey showing the location of the proposed changes in relation to the building and property lines 2. Size 5, Contractor 8. Exterior finish 3. Color 6. Plans/drawings 9. Dimensions 4, Material 7. Roof design and colors 10. Photographs ESTIMATED START DATE: - Q 7 ESTIMATED COMPLETION DATE: diL— — O`i • Q �� c-� SIGNATURE: DATE: o7 THE ARCHITECTURAL REVIEW BOARD RESERVES THE RIGHT TO REQUEST MORE INFORMATION TO CLARIFY THIS REQUEST. REQUESTS FOR MULTIPLE CHANGES SHOULD BE SUBMITTED SEPARATELY. THE ARCHITECTURAL REVIEW BOARD HAS THIRTY DAYS TO RENDER A DECISION. PLEASE MAIL TO BAKERS CROSSING, c/o SENTRY MANAGEMENT, INC., 23 80 WEST SR 434, SUITE 5000; LONGWOOD, FLORIDA 32779 OR FAX THE REQUEST TO SENTRY NL4NAGEMENT AT 407-788-7488. --------------------------------------------------------------------------------------------- REVIEW BY ARCHITECTURAL REV IE BO PROVED / ENIED BY: \k� 11v COMPLETE APPLICATION COM- WNTS:_ W Li (T c� 0r - TE., r- ra: 3 Zv o'j lr7o� Bv))G t0; ,MAR. 22. 2007 8:57AM, GREENBERG TRAURIG N0. 401 P. 2 c1' �} u��rRS C,tcU�a1�vv nUIvIEOWNERS ASSOCIATION, INC. Z'7 � b REQUEST FOR ARCHITECTURAL APPROVAL NAME: 0 u a Car 105 V it C:-� r 10 - ADDRESS: _ Q34 Ci rcA e- -SaL4orcA FL 3,9993 PHONE (H) qOq- 3©a- 7,11 o (Cell) coq-Qq9-`j° ) 14 D7- `-I 18 -c,) 35- y TYPE OF MODIFICATION: ADDITION FENCE DECK SHED LANDSCAPE MODIFICATION OTHER (DESCRIBE) EXTERIOR PAINTING PORCH IMPORTANT: PLEASE PLEASE ATTACK A DETAILED DESCRIPTION OF THE PROPOSED CHANGES, INCLUDING THE FOLLOWING INFORMATION, IF APPLICABLE: 1. Copy of property survey showing the location of the proposed changes in relation to the building and property lines 2. Size 5, Contractor 8. Exterior finish 3. Color 6. Plans/drawings 9. Dimensions 4. Material 7. Roof design and colors 10. Photographs ESTIMATED START DATE: _ 3 CQ - Q 7 ESTIMATED COMPLETION DATE: 'S I — QrI SIGNATURE: VI,C�� • &'r -R DATE: a -11-07 THE ARCHITECTURAL REVIEW BOARD RESERVES TILE RIGHT TO REQUEST MORE INFORMATION TO CLARIFY THIS REQUEST. REQUESTS FOR MULTIPLE CHANGES SHOULD BE SUBMITTED SEPARATELY. THE ARCHITECTURAL, REVIEW BOARD HAS THIRTY DAYS TO RENDER A DECISION. PLEASE MAIL TO BAKERS CROSSING, c/o SENTRY MANAGEMENT, INC., 2180 WEST SR 434, SUITE 5000, LONGWOOD, FLORIDA 32779 OR FAX THE REQUEST TO SENTRY MANAGEMENT AT 407-788-7488. REVIEW BY ARCHITECTURAL REVIEW Bp PROVED / ENIED BY; ATE. 3 %/J fJ� INCOMPLETE APPLICATION COMMENTS:_�j�_1 � [ v v►