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HomeMy WebLinkAbout141 Adoncia Wayr t permit# : 3 22 A Job Address: I `-A , W Description of Work: Historic District: __ CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: Date: b l , �r 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 (Dud Layout & Energy Cate. 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: 0 _ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parrsd #: / _ (Attach Proof of Ownership & Legal Description) Owners Name & Address: n Phone: �..�ti..�a.,.u-�_A•��W_. G;'l.ia=</l T,7.- �,� Tvd �L% '/ -/L-A4 iA,r7.y1" 77rn Phone & Fjw 10P, Bondi" Company: Address: Mortgage Leader. Sv /.-z�le Address: p Architect%!Okeer. [�,,4-V;1?41e-e— Z7-7- —e rl »C. -r -r Phone: Address: Faint: 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. NMC --:,,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 govemmental 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 ter/Agent's Name Signature of Notary -State of Florida Date t of Florida L' Law, FS 7 3. e2fN Qf Contractor/Agent Date v of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is VPersonaliy Known to Me or _ Produced M _ Produced M APPLICATION APPROVED BY: Bldg:l!i H Zoning: y lY J3 Utilities: FD: (Initial (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: OFFICE Permit #: I Project Name: 07-3224 Screen Room, install 2 walls to existing Tania Address: 141 Adoncia W 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 # Q� z' DATA; �rZ .. 111111ult-- L.ounTy rroperty Appraiser Get Information by Parcel Number GENERAL Parcelld: 29-19-31-502-0000-0850 Owner: LENNAR HOMES LLC Mailing Address: 101 SOUTHHALL LN #200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 141 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 Qualified WARRANTY DEED 05/2007 06695 1457 $329,300 Vacant uNo 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 J.ust/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 LEGAL DESCRIPTION Land Method Frontage Depth Unit Land Units Price Value PLATS: Pick.. Permits LOT 0 � 1.000 38,500.00 $38,500 LOT 85 CELERY ESTATES NORTH PB 71 PGS 38 - 45 NOTE: Assessed values shown are NOT certified values and therefore are su valorem tax purposes, bject to change before being finalized for ad ***If you recently purchased a hnmP.ctPnrlarl ....._. tax will be based on Just/Market value. http://Www.scpafl.org/web/re_Web.seminole County_title?Darcel=2Q1911 R 0 /1 � DESCRIPTION AS FURNISHED: Lot 85, 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. OFFICE LOT 75 LOT 74 LOT 73 N 89050'10" E 60.00' � I 21.3' 10,00' I I �II I� I 25.20' 25.20' I 10' UTILITY I EASEMENT (P. C.) 285.50' A yr�0 QO 0 Q� PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS "-- = PROPOSED DRAINAGE FLOW LOT GRADING TYPE A" PROPOSED F.F. PER PLANS = 17.21' CR U1SENMEYETR N 89050'10" E 60.00' ADONCIA TSA Y (50' R/W) TRACT 'E" (PRIVATE INGRESS & EGRESS) SQUARE FOOTAGE CALCULATIONS SOD (SOD TO CURB): 4,007± SQUARE FEET DRIVE & LEAD WALKWAY: 484± SQUARE FEET SIDEWALK/APPROACH: 414± SQUARE FEET TOTAL LOT SQUARE FOOTAGE: 6,600± SQUARE FEET BUILDING SETBACKS FRONT= 25' REAR= 20' SIDE= 7.5' STREET SIDE= 15' SCOTT do ASSOC., INC. — LAND SURVEYORS LEGEND -- LEGEND - P = PLAT PILL. = POINT ON LINE 21.47' 21.47' TYP. = TYPICAL Lp, = IRON PIPE LOT 85 I.R. IRON ROD __10100, I I = CONCRETE MONUMENT RAD. = RADIAL SET I.R. 18.0 MR, NON -RADIAL REC. = RECOVERED V.P. =WITNESS POINT P.O.H. = POINT OF BEGINNING I� 0 10100' POINT OF COMMENCEMENT PAX = PERMANENT REFERENCE MONUMENT aI 22.0' FF. = FINISHED FLOOR ELEVATION N&D = NAIL 6 DISK H.S.L. BUILDING SETBACK LINE � = RIGHT-OF-WAY 1 I = EASEMENT B9. BASE BEARING DRAIN. DRAINAGE UTIL. I FORMBOARD FOUNDATION I w CLFC. O h TOP OF FORMS = 17.22' 16 LOT 84 O z INOTE ¢ I I o LOT 86 ^ o O Q p (P)=PLANS a O O IESC. (M)=MEASURED n O I 4.6'' (P) I dl L ARC LENGTH 4.3) Uj I¢ 00 NORTH 1'(P)14.Mte I o O 7000' 14 p i� ZONE "X" PANEL 1120289 0065 E.(04-17-95) � I 21.3' 10,00' I I �II I� I 25.20' 25.20' I 10' UTILITY I EASEMENT (P. C.) 285.50' A yr�0 QO 0 Q� PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS "-- = PROPOSED DRAINAGE FLOW LOT GRADING TYPE A" PROPOSED F.F. PER PLANS = 17.21' CR U1SENMEYETR N 89050'10" E 60.00' ADONCIA TSA Y (50' R/W) TRACT 'E" (PRIVATE INGRESS & EGRESS) SQUARE FOOTAGE CALCULATIONS SOD (SOD TO CURB): 4,007± SQUARE FEET DRIVE & LEAD WALKWAY: 484± SQUARE FEET SIDEWALK/APPROACH: 414± SQUARE FEET TOTAL LOT SQUARE FOOTAGE: 6,600± SQUARE FEET BUILDING SETBACKS FRONT= 25' REAR= 20' SIDE= 7.5' STREET SIDE= 15' SCOTT do ASSOC., INC. — LAND SURVEYORS LEGEND -- LEGEND - P = PLAT PILL. = POINT ON LINE F = FIELD TYP. = TYPICAL Lp, = IRON PIPE P.R.C. = POINT OF REVERSE CURVATURE I.R. IRON ROD P.0:C. = POINT OF COMPOUND CURVATURE C.M. = CONCRETE MONUMENT RAD. = RADIAL SET I.R. = 1/2' I.R. w/XLH 4596 MR, NON -RADIAL REC. = RECOVERED V.P. =WITNESS POINT P.O.H. = POINT OF BEGINNING CALC. = CALCULATED PD.C. POINT OF COMMENCEMENT PAX = PERMANENT REFERENCE MONUMENT I = CENTERLINE FF. = FINISHED FLOOR ELEVATION N&D = NAIL 6 DISK H.S.L. BUILDING SETBACK LINE R/W = RIGHT-OF-WAY B.4 = BENCHMARK ESMT. = EASEMENT B9. BASE BEARING DRAIN. DRAINAGE UTIL. = UTILITY CLFC. = CHAIN LINK FENCE WAFC, = WOOD FENCE C/B = CONCRETE BLOCK p,C. = POINT OF CURVATURE P,T, = POINT OF TANGENCY IESC. =DESCRIPTION R= RADIUS L ARC LENGTH D C C.H. . DELTA CHORD - CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" ZONE "X" PANEL 1120289 0065 E.(04-17-95) l �? 41,?pnGk� 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617-6 FLORIDA ADMINISTRATIVE CODE PURSUANT SECTION 472-027 FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURN15HED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVVEM MS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B -B-) 8. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4596. 1SCALE F--- 1- = 20' DRAWN BY: _ CERTIFIED BY: DATE ORDER No. PLOT PLAN 12-12-06 6787-06 1 1 1REVISED PLOT PLAN 01-22-07 1272-07 FORMBOARD FOUNDATION/ELEVS. 07-17-07 0.385-07 70M X. GRUSEAMEYER, R.L.S. 1 4714 JAMES W. SC TT, R.L.S 1/ 4801 VERNON H. BERRY JR., R.L.S. 1 6262 uj a LM ce o um 3: Law. LL z LM LL. ZSP/F ,wZ4 aw 2 x 2 SCREENED ENCLOSURES I SECTION 1 { }R MON SION MON 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@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. 1-73 0 SECTION 1 1 SCREENED ENCLOSURES / Table 1.4 110Allowable 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 Clios Hollow Sections 3'-0" Tributary -Load Width 'W'= Upright Spacing 1 4'-0" 1 1 5'-0"} 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 2" x 2"x 0.044" 7'-5" d 6'-5" b 5'-8" b 5'-1" I b 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" 0" x 0.045" _-_ 8'-4" d T-7" d T-9" d 6'-11" d 6'-5" d 5'-11" b 5'-6" b 2" x 4" x 0.050" 1 11'-2" lb 1 9'-7" b{ 8'-6" b T-9" b 7'-1" b 6'-1" b 2" x 5" x 0.062" 17'-3" b 14'-10" 1 b 1` 13'-2"' - b 11'-11" b 11'-0" I b 1 10'-3" b 9'-7" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'-0" 1 6'4" 1 7'-0" 1 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 6'-7" d 1 5'-11" I d 1 5'-7" 1 d 1 5'4" 1 d 1 4'-10" 1 b 1 4'-5" JbI 4'-1" lb b. SecuonS As MOrizontaIS Fasteneo I o costs I nrouan Slrle Into Screw Bosses Hollow Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 18'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 3" x 2" x 0.045" 9'-7" b 8'-3" b T-3" b 6'-6" b 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" b 7'-11" b 7'-4" b 6'-10" b 2" x 5" x 0.062" 19'-3" b 16-7" b 14'-9" b 13'-5" b 12-4" b 11'-6" b 10%9" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 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" 8'-10" d 1 7'-8" 1 b 1 6-9" 1 b 1 6'-0" 1 b 1 5'-5" 1 b 1 4'-11" I b 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 gins 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 NCHOR RECEIVING CHANNEL TO CONCRETE W1 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" = V-0" A 2" x 2" OR 2" x 3" POST - 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 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL #8 x 9/16" TEK SCREWS BOTH SIDES #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. EMBEDMENT INTO 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 © COPYRIGHT2006 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. I 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 OFOR 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.