Loading...
HomeMy WebLinkAbout140 Adoncia WayPermit # : 0 1 - Job Address: i Description of Work: -SG✓e'e--1'7 CITY OF SANFORD PERMIT APPLICATION Date: 0_7 Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Meebanical: 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 Commercial Industrial Total Square Footage: _ , Construction Type: # of Stories: # of DweUWg Units: Flood Zone: (FEMA form required for otber than R) Pared #: / (Attach Proof of Ownership & Legal Description) Owners Name & Address: Ze " i7/l7�— Phone: Phone & Fax: -e7_�o%Contact Person: 11 2 %r �i`�''� Phone: C--. Hooding Company: Address: Mortgage Lender. Address: Address: Application is hereby mate 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 an applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agem'sName Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID dream" Florida L'ea Law,FS 7 3Afto. tj f Contactor/Agent Date 0 _Zoo •Name N o Prim f a�' J o z �, a Si lure of Notary -State of Florida Date O p w LL Q r ' Contractor/Agent is V Personally Known to Me or 0JF 10/0, m —Produced M APPLICATION APPROVED BY: Bldg: Zoning: IM44 I I & I o?' Utilities: FD: _ (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: i Urv'u" �71 r-1 Permit #: I Project Name: 07-3244 Screen Room — add 2 walls to existing lania Address: 140 Adoncia Way Plans Reviewed By: Richard Denman 10/11/2007 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. PERMIT # a 7 DATE. — /a DAVIn vurlly rroperty Appraiser Get Information by Parcel Number -1a6B GENERAL Parcel Id: 29-19-31-502-0000-1060 Owner: LENNAR HOMES LLC Mailing Address: 101 SOUTHHALL LN STE 200 city, State,ZipCode: MAITLAND FL 32751 Property Address: 140 ADONCIA WAY SANFORD 32771 Subdivision Name: CELERY ESTATES NORTH Tax District: S1-SANFORD Exemptions: Dor: 00 -VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp Qu WARRANTY DEED 06/2007 06727 0698 $331,800 Vacant Noied Find Comparable Sales within this Subdivision LAND Page 1 of 1 2007 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $38,500 Land Value Ag: $0 Just/Market_Value: $38,500 Assessed Value (SOH): $38,500 Exempt Value: $0 Taxable Value: $38,500 Tax Estimator 2007 Notice of Proposed Property Tax 2006 VALUE SUMMARY 2006 Tax Bill Amount: 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Land Assess Land LEGAL DESCRIPTION Method Frontage Depth Unit Land LOT Units Price Value PLATS: Pick 0 0 1.000 38,500.00 Permits $38,500 LOT 106 CELERY ESTATES NORTH P6 71 PGS 38 - 45 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 year's property tax will be based on Just/Market value. http://Www.scpafI.org/web/re_web.seminole_county_title?Darce1=2919g1R a�,� �- I If DESCRIPTION AS FURNISHED: Lot 106, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages 38 through 45, of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Lennar .Homes, Inc. LOT 118 LOT 105 Lo 0 LOT 117 N 89050'10" E 60.00' I 20.00' 20.00 �I ++10.00' I 24.7 I I I I �I WI W I I LOT 106 1 Ii 1 FORMBOARD FOUNDATION o TOP OF FORMS = 16.54' I L J � �I 4�1I LU �I OI U, I 10100' 21.3' •-* �I I 25.00' 25.00' 10' UTILITY EASEMENT N 89050'10" E 60.00' W o 0 Lo(Z n n O 0 O O 5 LOT 116 LOT 107 285.50' (P. C.) #A'pi# AD!ONCIA TYA Y (50' R/W) TRACT 'E" (PRIVATE INGRESS & EGRESS) p5�p BUILDING SETBACKS: °e Q PROPOSED FINISHED SPOT GRADE ELEVATION = SQUARE FOOTAGE CALCULATIONS FRONT= 25' REAR= 20' PER DRAINAGE PLANS SOD (SOD TO CURB): 3,8281 SQUARE FEET SIDE= 7.5' Vim-= PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 461± SQUARE FEET STREET SIDE= 15' LOT GRADING TYPE A" SIDEWALK/APPROACH: 4144- SQUARE FEET PROPOSED F.F. PER PLANS = 16.05' TOTAL LOT SQUARE FOOTAGE: 6,600± SQUARE FEET CRUSENAIEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - P = PLAT PAL. = POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F = FIELD TYP. = TYPICAL I.P.= IRON PIPE PRL. = POINT OF REVERSE CURVATURE % IRON ROD COMPOUND CURVATURE NOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY C.CONCRETEMONUMENT RAD. = RADUL� THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT SET I.R. = I/2' IR. w/LLB 4596 N.R. • NON -RADIAL REC. RECOVERED W.P. = WITNESS POINT SECTION 472-027 FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. P.D.B. POINT OF COMM BEGINNING CALCP.RkL = CALCULATED P.D.C. • POINT OF COMMENCEMENT PRN4 PERMANENT REFERENCE MONUMENT ,7 THIIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS Q = CENTERLINE FF. FINISHED FLOOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. NSD = NAIL L DISK HSL BUILDING SETBACK LINE /W RESMT. 4.UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. RIGHT-OF-WAY BIM. BENCHMARK EASEMENT Ba. BASE BEARING 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY DRAIN. - DRAINAGE 6. DIMENSIONS SHOWN FOR TTM: LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. UTIL = UTILITY CL.FC. 14AI CLFC. = CNAIN LINK FENCE 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (&B.) = FENCE 8. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VER71CAL DATUM OF 1929, UNLESS OTHERWISE NOTED. C/B = CONCRETE BLOCK P.C. • POINT OF CURVATURE 9. CERTIFICATE OF AUTHG:',ZATION N0. 4596, SCALE F— 1 • = 20' —� DRAWN BY: P.T. POINT OF TANGENCY DESC. - DESCRIPTION CERTIFIED BY. DATE ORDER No. L = ARCIUS LENGTH PLOT PLAN 03-01-07 606-07 D e DELTA C = CHORD C.H. • CHORD BEARING FORMBOARD FOUNDATION/ELEVS. 08-08-07 4556-07 NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' T . GRUSENMEYER, P.L.S. JI 4714 ZONE X". PANEL 4120289 0065 E (04-17-95) ES W. SCOTT. R.LS 1 4801 JOSEPH E. WILLIAMSON, R.L.S 65 kz- s -y E5r t Llmmo Z: s -y 2 x 2 SCREENED ENCLOSURES .1 SECTION 1 TION SION TION TION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-73 SECTION 1 I SCREENED ENCLOSURES Table 1.4 110 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 110 MPH, Exposure "B" or an applied load of 13 # / sq. ft. A. Sections As Horizontals Fastened To Posts With Clips Hollow Sections 3'4" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height`"H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 7'-5" d 6'-5" b 5'-8" b 1 5'-1" b 1 4'-8" b 4'-3" b 3'-11" b 2" x 2" x 0.050" 7'-10" d 7'-1" b 6-3" b 5'-8" b 5'-2" b 4'-9" b 4'-5" b 2" x 2" x 0.090" 8'-11" d 8'-2" d 7'-10" d 7'-1" b 6'-7" b 6'-1" b 5'-9" b 3" x 2" x 0.045" 8'-4" d 7'-4" b 6-6" b 5'-10" b 5'-4" b 4'-11" b 4'-7" b 3" x 2" x 0.070" 9'-5" d 8'-6" d 7'-9" b 7'-0" b 6'-5" b 5'-11" b 5'-7" b 2" x 3" x 0.045" 8'4" d 7'-7" d T-9" d 6'-11" d 6'-5" d 5'-11" b 5'-6" b 2" x 4" x 0.050" ) 11'-2" b 1 9'-7" 1 b 8'-6" !b 7'-9" b 7'-1" b 6'-7" b 6'-1" b 2" x 5" x 0.062" 17'-3" b 1 14'-10" 1 b 13'-2" 1 b I 11'-11" I b 1 11'-0" 1 b 1 10'-3" b 9'-7" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" f 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 6-7" Idl 5'-11" Idl 5'-7" d 5'-3" Idl 4'-10" jbj 4'-5" B. Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Hollow Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" f 8'-0" 1 Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 3" x 2" x 0.045" 9'-7" b 8'-3" b 7'-3" b 6-6" 1 b 1 5'-11" b 5'-6" b 5'-1" b 3" x 2" x 0.070" 11'-5" b 9'-10" b 8'-8" b 7'-10" b 7'-2" b 6'-8" b 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" b 7'-10" b 7'-2" b 6'-8" b 6'-2" b 2" x 4" x 0.050" 12'-6" b 10'-9" b 9'-6" b 8'-7" JbI 7'-11" b T-4" b 6-10" b 2" x 5" x 0.062" 19'-3" b 16-7" b 14'-9" b 13'-5" 1 b 1 12'-4" b 11'-6" b 10'-9" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'4" 1 5'-0" 1 6'-0" 1 7'-0" I 8'-0" I Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 8'-10" d 1 7'-8" 1 b 1 6'-9" 1 b 1 6'4" 1 b 1 5'-5" jbj 4'-11" lb 1 4'-7" 1 b Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 30' in mean roof height. 4. Span/height is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height are designed to be residential gardrails provided they are attached with min. (3) #10 x 1-1/2" s.m.s. into the screw bosses and do not exceed 8'-0" o.c. 6. Girt spacing shall not exceed 6-8". 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. 2" x 4" & 2" x 5" hollow girts shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 9. Spans/heights may be interpolated. 10. To convert spans/heights to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 1.84 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC &' VINYL ROOMS ANCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER (PER TABLE) WITHIN 6" OF — EACH SIDE OF EACH POST @ 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 SECTION 3A 2" x 2" OR 2" x 3" POST #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 1 SCALE: 3" = 1'-0" 2" x 2" OR 2" x 3" POST ANCHOR RECEIVING CHANNEL 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL #8 x 9/16" TEK SCREWS BOTH SIDES TO CONCRETE W/ FASTENER V #8 x 9/16" TEK SCREWS BOTH (PER TABLE) WITHIN 6" OF SIDES EACH SIDE OF EACH POST @ I 1" x 2-1/8" x 1" U -CHANNEL OR 24" O.C. MAX. RECEIVING CHANNEL MIN. 3-1/2" SLAB 2500 PSI ® ® CONC. 6 x 6 - 10 x 10 W.W.M. CONCRETE ANCHOR OR FIBER MESH G4 4 as3 (PER TABLE) VAPOR BARRIER UNDER ° 1-1/8" MIN. EMBEDMENT INTO CONCRETE CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 2 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@bell south.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-5 SECTION 3A PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/ INTERNAL OR EXTERNAL'L' - CLIP OR'U' CHANNEL W/ MIN. (4) #10 S.M.S. PURLIN, GIRT, OR CHAIR RAIL - SCREEN, 'ACRYLIC & VINYL ROOMS - SCREW BOSSES SNAP OR SELF MATING BEAM ONLY SNAP OR SELF MATING BEAM ONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3" = V-0" OFOR WALLS LESS THAN 6'-8" FROM TOP OF. PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES O FOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO POST WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.