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HomeMy WebLinkAbout101 Clear Lake Cir 01-170 new carportPermit # Job Address: /o / C Description of Work: VL CITY OF SANFORD PERMIT APPLICATION N t,11Cl Date: Historic District: Zoning: Value ofWork: $ 0 Permit Type: Building X 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 Wa r Closets Plumbing Repair -Residential or Commercial Occupancy Type: Re! ential Commercial Industrial Total Square Footage: Construction Type:1 # of Stories: -,I-- # of Dwelling Units: Flood 'Zone: (FEMA form required for other than X) Parcel #: 0,R aa' 0 ® S © © v 0 o v (Attach Proof of Ownership & Legal Description) Owners Name & Address: E-e-0--/ ,4 &r Ll/ Phone: Contractor Name & Phone & Fax: Conta rson: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: t P/t Cam- it- Phone: Address: 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. Acceptance of permit is verifit Sig o Owne rint wneer A¢e t Signature of Notar ti t I will n the owner of the property of the requirements of Florida Lien Law, FS 713. n Agent Date Signatfrre of Contractor/Agent 6atK1 Owner/ Agent is Personally Produced 1D ggte 11. GEOR ' Y PURG RA nEL # DD r,17,365 a C\ dl COMMISSION ? t00 trttt to ' n . 0 Meot AY r-t.iIvotar: Copt APPLICATIONAPPROVED BY: BITZoning: initial & Date) Special Conditions: s e o`,. Ny•• 4Jy-Stac L.Un rytebigd DE GRAVEDate2,•.• MY COMMISSION # DO 164260 EXPIRES: November 12, 2006 orNP g R0¢ s°P0 N@P 8A40tlFrle or duced lD Utilities: F D: Initial & Date) (Initial & Date) ( Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t 4 Back ( Seminole County ey cirn rce s II III f•r.'ti v l . 1 44 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-5GJ-0000- Tax District: S1-SANFORD 0810 Number of Buildings: 1 Depreciated Bldg Value: $55,862 00- Owner: GUICE CECILIA Exemptions: HOMESTEAD Depreciated EXFT Value: $750 Address: 101 CLEAR LAKE CIR Land Value (Market): $12,800 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 101 CLEAR LAKE CIR SANFORD 32773 Just/Market Value: $69,412 Subdivision Name: HIDDEN LAKE VILLAS PH 3 Assessed Value (SOH): $58,665 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $33,665 SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 05/1999 03648 1585 $63,500 Improved SPECIAL WARRANTY DEED 11/1998 03565 1862 $43,300 Improved SPECIAL WARRANTY DEED 03/1997 03215 0060 $100 Improved 2003 VALUE SUMMARY CERTIFICATE OF TITLE 02/1997 03201 0422 $100 Improved Tax Bill Amount: $674 WARRANTY DEED 06/1994 02796 0864 $68,200 Improved 2003 2003 Taxable Value: $32,290 WARRANTY DEED 03/1990 02160 1081 $61,100 Improved WARRANTY DEED 01/1990 02146 0719 $6,600 Improved WARRANTY DEED 04/1989 02122 1757 $63,500 Improved WARRANTY DEED 02/1984 01525 0008 $53,200 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 81 HIDDEN LAKE VILLAS PH 3 PB 28 LOT 0 0 1.000 12,800.00 $12,800 PIGS 3 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 6 1,558 1,186 CB/STUCCO FINISH $55,862 $60,391 Appendage / Sqft GARAGE FINISHED / 360 Appendage I Sqft OPEN PORCH FINISHED / 12 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1984 1 $750 $1,500 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 ear's property tax will be based on Just/Market value. http://www. scpafl.orglplslweblre_web.seminole_county_title?parcel=0220305 GJ0000081... 10/20/2003 Boundary Survey for Cecilia Gulce Lot 81, PFA, ITHIDDENLAKEVILLAS, PHASE III Plat Book 28, Pages 3-6, Seelnole County, R orlda to OR C "t. 4-j oil V u, nr Edge of paves ni concrete '' I. r Inside a Brock wall Z J Lot 82 Residence L_483-16'40- r 100 00' wal I +0. 4' off t Story ry Residence 10f Entry 2.a 2. e' Id v Q I RLA YS REVIE ED CITY OF SAN ORD Lot 78 gall ao.5' off r fence *on line W FA e. 6. r7 Ib ru Lot 79 Lot 80 r LINE a BEARING LENGTH - -- - - L; N06' 43' 20. 0' E 25. 22' Curve a Radius Delta Length C1 153. 79' 12' 04' 45' 32.42 C2 R. 75' 58' 50' 01)' 32.60 Leyerd I o - Recovered 41x4' Concrete Monument. 0 - Set 4'x4' Concrete Monument tLB6300 Recovered Nail S Disk not X - Recovered X Cut in concrete o - Recovered 5/0' Iron Rod L93225 Tni: Surve Certified To * - Set 112' Iron Rod tLB6300 y -0 - Light Pole as shown Cecilia Gulce — u —-6'Wood Fence —x— •4'Chain link fence 4' Post 6 Wire 6-Central Angle L•Arc R-RaJIUS R/WRight of May Concrete Slab A/C•Alr Conditioner IRJ•Radial (NA)•Non-Radial Bearings are based on the P)-Plat (M)•Measured C)•Calculated (0)-Doed East line of Lot et, Poo -Pohl of Beginning POC•Palnt of Coamencemen • as being S63116'40'E, per plat Not Woo O!thout the a,gnetura Ono the arlg,na SCALE: t'. 20' POL-Polot Or, Line se0 Boil of a Florida n censed surayor and capper. Addit)on% and deletions to eurvey raps. REVIEWED BY: MWS This survey Is certified to and prepared for th Legal Description furnished by sketches ar reports by other than t.+, siening sate and exclusive benefit of the antitiea and/ client (unless otherwise noted) party oriles Is Droh'bltad wllhcut (Mitten y r or Indivlduais listed and shall not be relied DficonsentJrothesigningpartyorpart,,:. DRAWN BY .SAW by any other entity or Individual whomsoever. This Is to certify that I J/ v/ (LATE September 18 2003 hove Insurance Aed the Flood c/ j,_-_ Underground foundations and/or improvements were Insurance Rattng Map (FIRM). l C_—._._______ not located as a part of tnis survey. Panal Mtmber t20269 0045 E. airhas! x Sol It-o. PSM 044H .10B No.: 18901 Dated 4/17195 and determ!ned Par the %!r0 at aitescil survering Lands shown hereon were not abstracted for rightsthat the lands shown hereon and P+att{nd. irc. .L06300 gsvised' of way: and/or easements of pubile records. lies In flood Zone 'X' a UMMMUT 5SMMTMV0®M @MM FUU amp, amIE. 446 Douglas Avenue. Sul is 1605 Fax f 4D7) e1 2-6221 Phone , 4011 862-7555 A . tseon to S r l» s, Fl or l de 32714 oo DG COVERS AND UTILITY SHEDSATTACHEDaFREE -STAND INSECTION2 EXISTING HOST STRUCTURE SEE CONNECTION DETAILS SECTION 7) , POST AND BEAM L112" x PAN (DETAILS AND TABLES I (SEE TABLES SECTION 7) SECTION 2) USE 'W TO SELECT PAN FOR REQUIRED SPAN FOR FRONT BEAM USE, A 2+OVERHANG W VARIES FOOTING AND CONNECTION DETAILS SECTION 2) GA_RP_0_RTTWALCCTION SCALE: 3/16"= V-0" SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXIMUMFLOORAREA200SO. FT,, IF FLOOR AREA IS GREATER THAN 200 SO. FT. USE SECTION 4, ATTACH SHED OR ROOM WALL TO HOST STRUCTURE W/ 1/4"x 3-1/4"TAPCONS @ 16"O.C. FOR MASONRY OR #16d COMMON @ 16- O.C. OR #10 x 3-1/20 FOR WOOD OR #10 x 2-1/2" S.M.S. FOR I" x 2" ALUMINUM OR #10 x 4'S.M.S. FOR 2 x 2 ALUMINUM I. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2, ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH FLORIDA BUILDING' CODE 2001 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. PAGE 2-4 Mailinn Schadule-* Connection r Fooftner Pluanber Is aaln Wall Sheathing 11.2" or Low 1 #8 Common 16' O.C. U0C.C. Field Top or We Plat® to Stud A, End Nail 16 Common 2 B. Toe Nall iii -Conww 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CCIINSULTANT P.O. BOX 21438e, SOUTH DAYT", Fl. 32121 T ELEPHONE (386) 7674774 FAX (356) 767465M COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERKSSION OF LAWRENCE E. BENNETT, P.E. I ATTACHED & FREE-STANDING COVERS AND UTILITY SHf_DS I SECTION 2 t- ANCHORS (SEE SECTION 9) --- CONCRETE SLAB OR FOOTING -- 'S CPOST INTERNAL O TO-Cl6kCRETEACONNECTIO R EXTERNAL RECEIVING Cf SCALE: 3" = V-0" LUMINUM/STEEL COLUMN CHANNEL SEE SECTION 9 FOR ONNECTIONS) ONCRETE ANCHORS SEE SECTION 9) UMINUM / STEEL COLUMN x 2" WITH WALL THICKNESS DUAL TO OR GREATER THAN LUMN WALLANCHORS (SEE SECTION 9) O a CONCRETE SLAB OR FOOTING ---X j pS POST TO CONCRETE CONNECTIO INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3" = V-0" — NOTE: 4TTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING NT FOR FREE-STANDING COVERS I. 01rlCORROSIONRESISTIVESTEEL _ THRU BOLT PER SCHEDULE O; O ram CONCRETE SLAB OR FOOTING - — _ / POST TO CONCRETE CONNECT TUBE COLUMN SASE SCHEMATIC INTEI SCALE- 3" = V-0" oNCRETE ANCHORS EE SECTION 9) vIINUM / STEEL COLUMN RNALEXTRUDED NINUM BASE OR BREAK MED U-CLIP WITH WALL AL TO OR GREATER THAN r WALL CRETE ANCHORS (SEE riON 9) SASE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143N SOUTH DAYTONA, FL 32121 TELE E (366) 767-4774 F (386) 767. M% 1 PAGE Q COPYRIGHT 2003 ' rr NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BE4NETT. P.E. 2-21 ATTACHE® & FREE-STAND114G COVERS AND UTILITY SH Table 2.3 Schedule ofFost to-Beam Slxe and Number of Thru-Boltz$ pulred A I- I-- AAI..0 RnA'% T.A SECTION 2 Beam Size Minimum Post 1 7hrv-Salta LpD*+!o" ANini Knee Silica. Minimum # Knee Brace Screwsif4" ® 18.0 Hollow Sections 2' x 3' x 0.050" Hollow Tllt 3' x 3'x 0.060" Scalloped2 2' x 3` x SO' 3 #8 2' x 4" x 0.050' Hollow 3 Self Mating Beams 2" x 4' x 0.036' X 0.100 3' x 3"x 0.060' Scalloped 2 2" x 3' x 50' 3! #8 2' x 5" x 0.050" X 0.100 3' x 3"x 0.060" Scalloped 2 2' x 3' x 50" 3 #8 2" x 6" x 0.050" X 0.120 3' x_3"X.0.060' Scalloped 2 Z" x 3" x 050' 3) 010 2".x_7."_x 0.0551.x.0.120".' 3"-x 3"--x•0:093" l 3-- 2 2' x 4' x 50" 3 #10 2" x 7" x 0.055" x 0.120' 3"'x 3" z`0:093' 3 2 2' x 4' x 3 #10 2' x 8' x 0.072" x 0.224' 3'x3"x0.093" 3 2 2'x4'x O50" 31#12 2'x 9'x 0.072"x 0.224' 3"x3'x0.125' 4 3 2'x4"1 050' d3 #14 2'x9'x0.082"x0.306" 3"x3'x0.125" 4 3 2'x4"x O50" 3 #14 2'x10'x0.092'x0.369" 4'x4'x0.125" 6 4 2'x4'z O50' 42 #14 The minimum number oT U4ru Dons 4s tit) Minimum po4stJbsam may be used as minimum knee brace IC3..ws 116.ww4.we.M 0" # Avers fwv A4fat-had Carnnrt Pests Wnd Zone u ttac d Cover r% m 1 H 0 14 OF 1111 N&Fs 15 INSIF if NSF 1 40 19# 1SF1 5 1 17 F Existing Slab on tirade with unknown reinforcement 22 19 15 its 13 11 10 Isolated Footing Dimensions" uplift Rats tbs. Maximum Attftutable Roof A in Square Feet 1'- 0" x 1'-0' x 1'-0` 293 26 21 18 17 15 13 11 1'- 4" x 1'-4' x 1'4" 689 50 41 34 33 29 26 22 1'- 6" x 1'-6' x 1'-6' 988 66 55 45 43 39 34 29 1'- 8" x 1'-8' x TV 1.791 102 85 70 67 60 52 45 1'- 8" x 1'-8" x 2'-6" 2.537 127 108 86 84 75 65 57 TV x 2'-O".x 2'-O" 2,343 132 110 91 87 78 68 59 TV x 2'-0" x 2'-6" 3,288 165 136 1 114 106 97 85 73 2'- 6" x 2'-6" x 2'-6" 2'- 6" x 2'-6' x 3'-O" 4, 573 6, 024 2 E27EG191 230 158 1 190 151 181 135 162 118 141 102 123 KOOT areas Dasea on al klunou Ggvar uHnii wave. Notes: 1. Isolated Footing is a poured Concrete rectangular solid (Length x Width x Depth). 2. Slab on grade must be now or in good condition, I 3. For free standing covers, multiply above roof areas by 1.25. Pre - Cast Block Footing Pro - cast footing block (15" x 16" x 4" ) at 24" below grade with 11110 0 bag pre -mix concrete arm I I backfiiled to grads. 81 Note: Maximum uplift on post is determined by muitipying maximum attributable root area x appuea Ioaa. Example: Post tributary roof area = 77', Applied load for 110 MPH wind zone = 24#fSq. Ft., Uplift post = 77 x 24 = 1,540# Lawrence . Bennett, P.E. CIVILENGINEEoz- Lo PAJENrCONSULTANT P. O. BOX 214368.., TH DAYTONA, FL 32121 TELEP E (386) 787 4?74 FAX 388)787.8556 PAGE Q COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L.AWRENCE E. eE ETT, P.E. 2-4 SCREEN, ACRYLIC If VINYL; GLMS & MODULAR ROOM SECTION 3 a Its C O N gD Ai m cC C LL 0 Ni Y b C. o! to v U. m e+I iU ro F- To a a a a n ro v v v v o a n v a c v v v v v 0 io F sn C' H 4 M D aavays vvvvv 4 iTi y io eo f: b) o r' N a a v v v v v v v v v taP a r a) eh tQ to aQ p fA r IC k r r r N s v v v a v v v v v v o F Sn i; to in iur r r lcvv vpv vvvv in ll- m N r r ZO ID 66INO) v v v v v v v v v s. v Qi So Or— rfV j z w C9 N 6 r Rs' Ry i i" ip Rory R O aD O V V 10 v v 17 L 4 tV tOT elrY7 f i N vAT bppi uv. T 4 r-•— to Ew N N N vavrovvv vvvv Ir! rD Oa s r ti) tf) N N tV vvvn vvv rovvv q r Z? tnR i cjj y 4`P7 W r r r r N N v v v ro v ro v v v v v 4rno V cm CV S7 LL°) N fdN4A a o 00000 w' ie coo Kl4x tp x 4 K Rtlptl ipp Uf Y! x V x iV x R 41 ooa000+o+ae u xxxXXrmNw III x62e46V661- 0 W d w F K x x o j x, x x x An N RP! N I. lsN. N iixY N N N iyx N ti v v v Sa 50 N N r• r rs v v v v v v v v r N NN r N N N v v v v 1C N N N N L— v v v v N v v v v N iy s p v•evv 4 iniYitj v v v V Hit. x N qc x N x N 4ci R m it o o o x x to x x N K A K W N 11 FK 1q ttx N Lawrence . Bennett, F.E. CIVIL ENGINEER- LO w'N7'C0IVSULTANT P.O. BOX 214; 68, UTH DAYTON& FL 32121 TELEPH E (3Nf 1767-4?74 FAX ) 767.OSM PAGE C) C01"YRIGMT 2003 NCT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENt 77, P.E. 4 .Y`35 I SECTION Z ATTACHED & FREE-STANDING COVERS AND SHEDS Table 2.2.2 Allowable AttrI64tabliERper Post for Carports, Patio Covers, -and other Open Buildings - ALUMINUM POSTS Aluminum Post Mind Load ar 100 MPH 110 INPH I ,-1-20'.MPH', 123 MPH 130 MPH 40 8r 150 MPH tied Load a10 WSF 1 12 iN8F 14018E 15 t1NSF 18 018F 0 30 INSF Maximum Allowable hoof Area In Square Feet for Various Loads err 2ost Height Load lbs. 3" x 3"A 0.090" Hollow Extrusion - Aluminum Allay 6083 T4 AII- 101 13'- 0" 399 324 17- 10" 3 024 2 252 216 202 1 202 1 1 1 1 - Hsi ht Load tbs. 3" x 3" x 0.125" Hallow Extrusion - Aluminum Alloy 6063 T-8 9 8 691 57 494 461 6- 1 36 9 20'- 7" O a o 252 16 0 1 1 Height Load lbs. 4" x 4" x 0.125" Hollow Extrusion -Aluminum AlloyGM T-6 1 - 9 1 931 6— 665 621 621 1.1 39 18'- 5" 6 8 582 2 5,432 453 3 151 3 - 8"4,074 0 72 Steel Post Wind Load o 100 MPH 110 MPH 1 120 MPH 123 MPH 130 MPH 8150 MPH Applied Load • I O18F 12018E 14 018F 1512115F 13 0/8F 30 01SF Maximum Allowable Roof Area In Square Feet for Various Loads on ost Height Load tbs. 3" x 3` x 14 0 uge Post .46 k.s.l. Steal 19- 10" 10 1005 838 1 718 1 670 1 670 335 2 - 9" T,430 74-1 619 1 495 23'- 9" 5 564 470 1 403 1 37 7 1 25'- 9 37 149— Height Load (tbs.)3" x 3" x 11 G u Post - 46 k.s.L Stool 8 5 587 1 1 1 21'- 7" 11 30 11 3 97 838 782 82 391 2 '- 8 6.9 10 897 1 598 2 ' " 690 575 1 493 1 46 Height Load lbs. 4" x 4" x 14 G ugo Post - 46 k.s.i. Steel 26'- 8" 12,650 126 904 843 3 2 3 9 350 9 5 779 666 62 623 312 150 715 5 511 477 477 83 238 T Na458 36 example; Find Roos Area Needed; Area ='A'; Pat Sparing -'S'; Structure Projection ='W A = S x (W12 + O.H.); If 'S' - W. W - 24'. and O.H. - 7 then: 'Ares' - 280 Sq, Ft. a. Fors 13'-10' post" 120 m.p.h. vAnd bad of 14 ft / Sq. Ft. poet choices are: 1 3' x 3' x 0.125' Hollow Extrusion 2 AH post sizes fisted below the 3' x 3' x 0125' Hollow Section b. If job conditions dictate a post Naght of 20'-T for A - 280 Sq. Ft. and 120 MPH wind Zane, then a 3' x 3' x 0.125' Hollow NOT be used since it can orgy support a root area of 216 Sq. Ft. Thus, design must satisfy troth height and area requirements. Note: 1. Spans may be interpolated. 2. For /res-standing covers muttlp!y the roof areas above by 2.0. Lawrence E. Bennett, P.E. C" VIL ENGINEER - DEVELOPMENT CONSUL. TANT P. O. BOX 214356, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 may PAGE r fC COPYRIGHT 2003 2- 46 NOT TO BE. REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENC z E. BENNETf, P.E.