Loading...
HomeMy WebLinkAbout517 Bella Rosa CirPermit #: ® l —.3ZA 1 - Job Add Description of Work: CITY OF SANFORD PERMIT APPLICATION Historic District: Zoning: Value of Work: $ �tb� •� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteratim Change of Service Temporary Pole Mechanical: Residential Non- Residential Replacement New (Dud 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: 0— Construction Type: # of Stories: # of Dwelling Units: Flood Zona (FEMA form required for other than X) Pared 4://e(Attach Proof of Ownership & Legal Description) Z Owners Name & Address: n t %/�— «� � - _ Phone: Phone & Fax: Bonding Company. Address: Mortgage Lender: Address: Address: -1Mt-r✓ .r-T— iI Phone: Fax: 41 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 underst-A 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 aRffwies Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is ,_ Personally Known to Me or _ Produced ID dremrents of Florida L'err Law, FS 7 3. J r O 0 '4cl� Z61; Pry4pof Coutractor/Agent Date G�✓.� U) W z U)d T s 3 Z 4;1 Print n is aurae W a 2 a s _,t'� (/ O LL Si a of Notary -State of Florida Date a N / Me AtQd vy n Contractor/Agent is ! Perw airy Known to or Produced ID APPLICATION APPROVED BY: Bldg�01l OWZoning: ��� Y�� Y Utilities: (Initial & ) nitial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) vX00 Permit #: I Project Name: 07-3242 Screen Enclosure 2 screen walls at existing lanai Address: 517 Bella Rosa Cir 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. r PERMIT # O -7 - 3 Z- DAiE: /rJ Seminole County Property Appraiser Get Information by Parcel Number Pae 1 of 1 DAV7D..IOHHSflH&;CF+4e A3A ro� P ROS ISE SETMlIIVp.LE GC#ITNTY PL.; 9ANF-04f).; FL 32?7i-7.468. 407-BG�:„"7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 29-19-31-502-0000-0620 Number of Buildings: 0 Owner: LENNAR HOMES LLC Depreciated Bldg Value: $0 Mailing Address: 101 SOUTHHALL LN #200 Depreciated EXFT Value: $0 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $38,500 Property Address: 5`17 BELLA ROSA CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY ESTATES NORTH J.ust/Ma.rket.Val.ue: $38,500 Tax District: S1-SANFORD Assessed Value (SOH): $38,500 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $38,500 Tax Estimator ........ 2007 Notice of Proposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 04/2007 06661 2006 Tax Bill Amount: 0150 $325,800 Vacant No 2006 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land AssessFrontaLand Unit Land Method ge Depth LEGAL DESCRIPTION Units Price Value LOT 0 PLATS:. Pick : . 0 1.000 38,500.00 $38,500 Permits LOT 62 CELERY ESTATES NORTH PB 71 PGS 38 - 45 NOTE: Assessed values shown are NOT certified values and therefo valorem tax purposes. re arsu e bject to change before being finalized for ad *"* If you recently purchased a homesteaded pro ert your next year's property tax will be based on Just/Market value. http://Www.scpaf l.org/web/re_Web.seminole_coun.ty_title?parcel=2919.l Fi 0 /1 � /7r,n-7 DESCRIPTION AS FURNISHED: Lot 62, • CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages 38 through 45, of the Public Records of Seminole County, Florida. :PLOT PL/EIWFn /CERTIFIED TO: Lennor Homes, Inc. PLA, R S.VP CITY A,NFORD LOT 63 (P. C.) 45.50• TRACT 'F'" (OPEN SPACE) S 89050' 10" W 60.00' N h 1 10. Oy 1 DRIVE 1 25.20' o � O °e o O w In REAR= 20' PER DRAINAGE PLANS I� SIDE= 7.5' � M W14.1' I STREET SIDE= 75' LOT GRADING TYPE A" 1000• *PLOT PLAN ONLY* PROPOSED F.F. PER PLANS = 16.30" I I >0• I I (NOT A SURVEY) — — — — — F- IJ 10• UTILITY EASEMENT PROPOSED 60 k• ONE-STORY RESIDENCE h I o p MODEL: RALEIGH B to O 2 CAR GARAGE LEFT W O o 0 1 1 10. Oy 1 DRIVE 1 25.20' a6(B.B.)N 89050' 10" E 5' WALK 1�. \60.00' 2" CURB BELLA R OSA FIRCLE (56, RARIVt TRACT 'IDATE; (PRIVATE INGRESS / EGRESS) LOT 61 ,a o � O °e o O = Q PROPOSED FINISHED SPOT GRADE ELEVATION In REAR= 20' PER DRAINAGE PLANS I SIDE= 7.5' � M W14.1' I STREET SIDE= 75' LOT GRADING TYPE A" 1000• *PLOT PLAN ONLY* PROPOSED F.F. PER PLANS = 16.30" I I >0• I I (NOT A SURVEY) — — — — — F- 10• UTILITY EASEMENT n .4 rti (--I /-I rY T A r �r r A A T r-) 60 k• a6(B.B.)N 89050' 10" E 5' WALK 1�. \60.00' 2" CURB BELLA R OSA FIRCLE (56, RARIVt TRACT 'IDATE; (PRIVATE INGRESS / EGRESS) LOT 61 ,a BUILDING SETBACKS: °e SQUARE FOOTAGE CALCULATIONS FRONT= 25" = Q PROPOSED FINISHED SPOT GRADE ELEVATION REAR= 20' PER DRAINAGE PLANS SOD (SOD TO CURB): 4,007± SQUARE FEET SIDE= 7.5' Vim-= PROPOSED DRAINAGE FLOW DRIVE k LEAD WALKWAY: 484± SQUARE FEET STREET SIDE= 75' LOT GRADING TYPE A" SIDEWALK APPROACH: 414± SQUARE FEET *PLOT PLAN ONLY* PROPOSED F.F. PER PLANS = 16.30" (NOT A SURVEY) TOTAL LOT SQUARE FOOTAGE. 6,600± SQUARE FEET /-'1 r, r r r -Y 7-7 A r I r r, T 77-7 7-1 rY �r /*'I m rrr n .4 rti (--I /-I rY T A r �r r A A T r-) r -Y T T T) T 7 T__7 T T/) M ry i -IT Alr 3. -i----/,z Z�-rr'�i SECTION 1 1 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- Sertinns As Hnri7nntals Fastened Tn Pnsts With Clins Hollow Sections 3'-0" Tributary -Load Width 'W' = Upright Spacing 4'-0" 5'-0" ( 6'-0" 7'-0" 8'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 9'-0" 9'-7" 2" x 2" x 0.044" T-5" d 6-5" b 5'-8" b 5-1" b 4'-8" b 4'-3" b T-11" b 2" x 2" x 0.050" T-10" d T-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 T-10" d T-1" b 6'-7" b 6'-1" b -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" g'-5" d 8'-6" d T -g" b T-0" b 6'-5" b 5'-11" b --7b2" x 3" x.0.045" _ _, 8'-4" d T-7" d T -g"• -• d 6'-11" d 6'-5" d 5'-11" b 2" x 4" x 0.050" t 11'-2" b 9'-T' b 8'-6" b T-9" b 7'1" b 6'-7" b n5 2" x 5" x 0.062" 17'-3" b 14'-10" b 13'-2" b 11'11" b 11'-0" b 10'-3" b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" or Span "L" I bending (b), deflection (d) 2" x 2" x 0.044" 67-7" d 5'-11" d 1 5'-7" 1 d 1 5'-3" 1 d 1 4'-10" 1 b 1 4'-5" 1 b B. Sections As Horizontals Fastened To Posts Throuah Side 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" 1 8'-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 1 5'-11' b 5'-6" b 5'-1" b 3" x 2" x 0.070" 11'-5" '-10" b 7'-2" b 6'-8" b 9'-10" b . 8'-8" b441 b 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" . b 7'-10" b T-2" b 6'-8" b 6'-2" 2" x 4" x 0.050" 12'-6" b 10'-9" b 9'-6" b 8'-7" b T-11" b 7'-4" b 6'-10" lb 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" Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'4" 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" 8'-10" d 1 T-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" 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 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" 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 Z SCALE: 3" = V-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@bellsouth.net © COPYRIGHT2006 PAGE G 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, R 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@t)eilsouth.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. NOTES: 2 x 2 SCREENED ENCLOSURES I SECTION 1 TION SION .TION TION 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