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HomeMy WebLinkAbout148 Wild Wood Dr.20 1, - `*� V-47 — CITY OF SANFOItll PERMIT APPLICATION 0 Perinit No.:iI Date: in co . lq()3 Job Address: 1 4i� (A) W Q&li I VdZ Permit Type: X Building . Electrical Mechanical Plumbing _Fire Alarm/Sprinkler Description of Work: 171. U M \/4 V 1A'1 .S C' 2ET- .A) It 6 0P11 _( ) l f A -i ,U M I N \.)Al /LA6 r Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type:)Ckesidential Commercial _ Industrial Total Sq Fig: Value of Work: S 6sr•o© Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 10 ' a0' -3p -_ Q,_--6000 -- fr"0 (Attach Proof of Ownership & Lcgal Description) V-P-eVe f- 11/0-7)-323-355/ . S A Al FO . r to _ z 277/ Contractor/Address/Phone: E C 4 S /V C C 322- to / `i{ 2W7 7 S fOn14r-W At( n L l� (.'Q ^117 Ss4�liF4/� . 30773 `'tate License Number: � CC OS(o 7 3 � r� Contact Person: � i 0,6'.A a ANpi ��F Phone & Fax Number: god W7 Contact Y � Fx � q6 -7 -73dr �`r!d Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer t"" 92CI 1 Nt: Ti 24 1 b (e Y4 Phone No.: 3 ?4-7&7 - V 77 V Address: J' o Dol V-3(# . S ,')tA'`Pgw41 )�--i.Q . 32121 - Y3 toff Fax No.: 3 fb - 76 7 45.�� 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 f permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. D(v �-�03 Signature of Owner/Agent Date Signature of Contractor/Agent Date lute� IC2C►KOL Print Owner/Agent's Name Signature of Notary -State of FloriV Date f�- ICIN�rriLt� ►�-,� canndaabn tt t�oot>•�tt Ea9ir" Vi raw _ a„ � sanded smigh ? (1100.432-4254) Flora: a Notary Assn., Inc. 996.0 ................... ............................ Owner/Agent is Personally Known to Me or XProduced ID 1D L I CWA-72�b iJ _ 7A -PF Print Contractor/Agent's blams Signature of Notary -State of Flora a C"P STINA ANN GOLUI:G10 9 M, Comm Exp. 2AW Ku } No. cc 999315 rw+sa�N Mnows l t ein.1.0 Contractor/Agent is �- Personally Known to Me or Produced ID APPLICATION APPROVED BY: Date: Special Conditions: W Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL r 4 © C' Semi,dcCoity ifoprrtr�+peuirKr ;,r ': rVUES tiauto rd h 1. ?'771 Jl)'.n /,S_ 7 SIM 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-502-0000-0T70 Tax District: S1-SANFORD Depreciated Bldg Value: $71,455 Owner. KREVER DOREEN R Exemptions: 00 -HOMESTEAD Depreciated EXFT Value: $1,740 Address: 148 WILDWOOD DR Land Value (Market): $14,DOO SANFORD FL 32773 $0 Land Value 0 $ Property Address: 148 WILDWOOD DR SANFORD 32771 Value: Just/Market Value: $87,195 Subdivision Name: RAMBLEWOOD Assessed Value (SOH): $72,229 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $47,229 SALES Deed Date Book Page Amount Vacllmp WARRANTY DEED 04/19% 02903 0453 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 07/1987 01866 1863 $71,500 Improved 2002 Tax Bill Amount: $964 WARRANTY DEED 01/1984 01516 0990 $63.200 Improved 2002 Taxable Value: $45,536 WARRANTY DEED 07/1980 01286 1719 $51,000 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 77 RAMBLEWOOD PB 23 PGS 7 & 8 LOT 0 0 1.000 14.000.00 $14,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wail Bid Value Est. Cost New 1 SINGLE FAMILY 1980 6 1,728 1,296 WD/STUCCO FINISH $71,455 $78,522 Appendage / Sgit GARAGE FINISHED / 432 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1980 1 $638 $1,500 ALUM SCREEN PORCH W/GONG FL 1991 216 $1,102 $1,836 TE: 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 JustlMarket value. http://www . scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050200000770... 6/19/2003 DESCRIPTION Lot 77, /i"'AMQLEhYo00 as recorded in Plat Book Z3 , Page (s) 7 e , Public Records of Seminole County, Florida V 7 to INnoJ Fenr_e \ a 70. ONE STORY FRAMED .� �' o ADORE51 # /48 V N V 4 Q /a.soI M V= cj a OO.�Or _� ` COnertiC O �-Jj r`1 1 Uiiveway y ry d1 9.1 ' ,.} U.'1 21,/S' /0.96' aL—/D'.Wr/. �.fnr.{ — 7 p —Concrete Ne farn7ng Wnll 0 MM O V NCO °.SCD '�lo "E /79. IS boundary Survey Certified correct to: Cunningham Title a Abstract Company, Inc.,Chemical Financial Credit Services Corp. and Thomas J. & Doreen R. Brennan. *Bearing structure based on recorded lat. 2,cn Rod // ��,'�j 0171e5.; F0 Owr W# — s' I Q if fiJ.�t- L 0 Os T N %F 1Gn K�C1t. F0 Owr W# — s' I Q if fiJ.�t- L 0 Os SECTION 3 1 SCREEN, ACRYLIC I VINYL, GLASS 81. \MODULAR ROOMS 1/4' x 6" RAWL TAPPER THROUGH 1" x 2' AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NCN- S T RUCTURAL KNEE WALL 1' WIDE x 0.063" THICK STRAP Q EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4' S.M.S. STRAP TO POST AND (1) 1/4' x 1-3/4" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TY --E S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO - CONCRETE SLAB W/ 3 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CCNCRETE (1) #5 PJ BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4' = V-0' 4" MIN. (2) #5 BAF CONT. II� �I �I s I X11 ICI If�1 I • I rl 11=1 I I' 12"M TYPE III STEER SLOPE FCCTING > V-10' --- -0' MIN. 3-1/ (i'Y?.- (1) #5 BAR CONT. B ORE SLOPE I ALL 5 S) •- I — — - i {�ICii!�II�IL 11=�11�1 >Fr TYPE I E 11 FLAT SLOPE/ NO FOOTING MCDE. LOPE FOOTING -mc. 0-2" / 12' 2"/ 12"- V-10" d o • 4 1---• I I_ • d. 1. OUNDATION ,OWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 ?SF. B OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, B`( FIELD SCIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WEEN ADDRESSING EROSION UNTIL THE PROJECTION FRUCIM THE HOST STRUCTURE EXCEEDS 16' 7HEN A TYPE II FOOTING IS REQUIRED.' SLABS SHALL SE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FCO : —1 -,NG SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. �= (SEE ADDITIONAL DETAIL FOR STRUC URES LOCATED IN ORANGE COUNTY, FL) ' 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE If FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. G'VIL ENGINEER -DEVELOPMENT CONSULTANT. P.O. BOX 214,768. SOUTH DAYTCNA FL 32:21 1 e EPHCNE (186) 7671774 FAX ,186) 7S7�c.`.96 PAGE © COPYRIGHT 2CO3 3-24 NOT TO BE REPRODUCED IN WMCL= OR IN PART WITHCUT THE WWRITTc.N PS-RMISSICN OF LAWRENC2 E. BENNEi, P.E SCBE=N, ACRYLIC ! GL:.SS & MODULAI'=c ROOMS I SECTION C: MPOS,T= RCOF PANE -S. ' ! (4) 1/4- -.4!' LAG BCL ► S W/ 1-1/4' r=NDER WASHERS PS.R X -a- PANEL ACROSS 7HE I FRCNT AND 24' O.C. ALONG ' SIDES Lr 6 x?'CRZ'x3"H.CL'OW SL lS PAN i ,:,C:- ='� HEAook A,AC.—TED..TC =C�, W/ MIN. (3) =G x -M.S. IN SCREN = SSCP G 1 F7 ,=ND CCK r_N, = z x 3 Z _ .: Crc H LCW RAIL —\ i i I HCLOW ("Z=SFAIN TABLES) — I FCR SN?= E.'T-:.'SiCNS Gid , A i �, AC-,=-- : V =CSI 'Nri , MIN. (3) T C x ,,c S M.S. IN x Z CF=4 :ACK S=s CM RAIL 1=OS i A I AC -=C i v^ECTi VVI I V/ MIN. (3) ,:'0 x ,-112e S.M.S. IN l SCREW = CS SES 1/4- x Z-1/4' MAST ONrY I -L ANC iCR Z = FRCM EA PCS i :INC =t' O.C. • I iYF1CAL UPRIC-P7 DETAIL Lawrence E. =er.r:e F.-. P.C. 3Cx : 4ZM SCUTH Cr—r—CHA F.=-. j �!iCNE (US) 737- -.4 4 FAX (.:861 �6: � -`•S I I � mc;' 7C SE ;R4L' EpCCC ::w Ca -4 ��,T".ri7t!Cl. .- :.�E'.+� `� x�M,�..=.:GV CF t-,hWRSNC. S. 3E„HE.7. 2-17 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #S x 1/2" S_M.S. SPACE EXISTING TRUSS OR RAFTCR —� c0 8" O.C. EO T H SIDES 10 x 1-1/2" S.M.S. OR WOOD COD SCREW (2) PER RAF -,---:.R W'� OR TRUSS TAIL I An X10 X 314" S.M.S. OR WOOD CL • ROOFPANE'_SCREW SPACED re. 12" C.C. _ EXISTING- FASCIA ROOF PAINELTO F ^ ^' SCALE: 3 = 1'-0" 1STIN .:CST S �-UCTURE WOOD rtAA/IE, MASONRY OR T; ER CONSTRUCTION / 3" ^v.C. EC H FOR MASONRY USE ! 114" x 1-1/4" MASONRY ' .,ti HOF, OR EQUAL r0. 24" O.C. � LU �- J GR WOOD USE #110 x 1-1/2" S. A.S. OR WOOD SCREWS C C- - _ ROOF PANE'_ 12" 0. C. _ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" NO =S: WCCO S T RUCTURES SHOULD CIONNECT TO T RUSS B —ii S OR -I HE SUE -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE CU -i -SIDE THE T -BUSS BUTS. SUB -FASCIA AND THOSE AREAS SPALL HAVE DOUBLE ANCHORS. ALL SC"_'+YS INTO THE HOST S i -UCTURE SHALL HAVE MINIMUM 1-1/4" WAST=ERS OR SHALL B WASHER HEADED SCREWS. '-.E.�7ER INSIDE DIMENSION SHALL 3E =QUAL TO PANEL OR 'PAN'S DE? T H HE W? ICKNESS SHALL BE THE T HICK.NESS OF THE ALUMINUM PAN OR COMPOS c PANE_ W I THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST ST RUC E WI 7H ANC RS APPROPRIATE FOR HE MATERIAL CONNECTED TO. Trj.E ANCH RS DETAI'. ABO E E BASED ON A LOAD =-CM 120 M.P.H. FOR SBC SECTION 1606 ORA MAXIMUM SSIBLE SPAN OF T r._ :ROOF PANEL FROM THE HCS -7S —sm TURE. Lawrence E. Bennett, P.E. G'VIL ENGiNE1Z. C -' CPMENTCCNSUL�ANi P.C. 3CX .4:66. SCUTH CAY'CM.& F'- 22121 FAX (:88) 757.56 PAGE COPYRIGHT - `•'RIGHT 2003 _ 7-4r1C'r TO BE REF-RCCUCED IN `M'C'P -R N PAR'. 'M CUT 1'!E'NRT, �+i PERTAISSICN OF LAWRENCE S. 9ENNE77. ?._ SECTION 3 S , ;%-I ii?Y, GLSS��73% � ROOMS h%.A M ;_S Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions rasions For Screen or Vinyl Rcoms For 3 second wind gust at 110 MPH velocity; using design load of 20 S/SF (36 */SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2- x Z' x 0.044- Load Max. Scan 'L' I (bending 'b' or deflection 'd^ I Width (ft.) I Max. 1 b 2 Span 3 Span 4 Span I Carrdlever 4'-11' d 1 2' x Z' x 0.055" d 6'-3' d 1 1'-2' d 5 5'-7- O 1 Load Max. Span 'L' / (bending 'b' ordeHection 'd) Width (IL) 1 &2 Spa 3 Span 4 Span ' Max. Cantilever I Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (t'L) 1 & 2 S 3 Span 4 Span Max. Cantilever 5 4'-4' d 5'-5' d 5'-3' b I 1'-1' d 1 5 4-8* d 5'-9' d 5'-8" ' b 1'-Z' d 6 4'-1' d 4'-11' b 4'-9' b l 1'-0' d 6 4'-4' d l 5'-5' d 5'-3' b 1'-1' - 7 3'-11' d 4'-7' b 4'-5' b 1 7-11" d! 7 4'-Z' d 4'-11' b 4'-10' b 1'-0' c 1 8 T-9' d W-3' b 4'-2' b l -11' d l 8 T-11' d 4•$' b 4'-0' b 0'-11' c 9 T-7- d 4'-0- b T-11' b 1 7-10' d 9 T-10' d 4'-5' b 4•-3' b 0'-11 d 10 T-5' b T-10' b 3'-8' b 1 0'-10' d 10 3'-8' tl 4'-2' b 4'-0- b 0'-11' c 11 1 T-3' b T-8- b 3'-6' b 1 0'-10' d 11 T -T d 3'-11' b T-10' b 0'-10' c l --U--L3-1- 4'-Z' b 1 T-6- b 1 3'-4' b 1 0'-10' d 1 12 3'-5' b 3'-10' b 3'-8' b l 0'-10- '-10'3'zZ'z0.D45 12- U- x Z- x 0.045 i 3' x 2" x 0.070" Load L Max. Span 'L' / (bending 'b' or def'ecjon 'd) I Width (tL) 1 & 2 Spar! 3 Span 4 Span ( Mme' : :antiieverl Load Max Soan 'L' / (bending 'b' or deflection 'd') i Width ( ) 1 8 2 Spari 3 Span I 4 Span Max. Cantilever, 5 1 6'-2' d! T -i' o I —Max. Soan 'L'/ (bending 'b' or defec'Jon 'd') I Width (ft.)Max. 1 3 2 Spa 3 Span 4 Span I Cantilever Load Max. Scan 'L' I (bending 'b' or deflection 'd^ I Width (ft.) I Max. 1 b 2 Span 3 Span 4 Span I Carrdlever 4'-11' d 1 6'-1' d 6'-3' d 1 1'-2' d 5 5'-7- O 1 6'-10' d! 7'-0i d l V-4' C 1 6 '$' d 5'-9' d l 5'-9' -v o 1 1'-2* C 1 6 ( 5'-3' C 1 6'-5' d 1 T -T C I V-3" _! --r- 576 d 7 --b 1 77 C I 7 ( 4'-11' d 1 6-2- d 6'-3' C -3' - I 8 1 4'-3' d l 5'-1' b 1 4'- b 1 --T d I 8 I 4'-9" C 1. 5'-10' d l 5-11' b l 1'-2" -! 9 1 4'-1' d! 4'-10" b 1 4'-8' b 1 7-11' C j 9 4'-7- d 1 5'-8' d 1 5'-7- b I 10 13'-11' d( 4'-7' v! -5' D I v-1?' d I 10 4'-5' d 1 5'-5' d 1 5-3' b 1'-1' - i 11 1 3'-10' d 4'-4 b 4'-3" b 1 ,-11' d 11 4'-3' d 1 5'-2' b 5'-0' b 1Z 3'-8' d 4'-2' b 4'-1' b 1 7-11' d 12 4'-Z' a 14'-11' b 4'-10' b V-0- -0 2- x 2-x 3'x 0.045' 12- x 4" x 0.050' I Load L Max. Span 'L' / (bending 'b' or def'ecjon 'd) I Width (tL) 1 & 2 Spar! 3 Span 4 Span ( Mme' : :antiieverl Load Max Soan 'L' / (bending 'b' or deflection 'd') i Width ( ) 1 8 2 Spari 3 Span I 4 Span Max. Cantilever, 5 1 6'-2' d! T -i' o I T-1' i d l = I T-11' c! T-4- b l 9'-0' b l 1'- i 1' c I 6 1 5-9' d l 6'-8' b 1 T-5' b 1 = c l 5 1 7'-6" c! 8'-6" b 8'-3' b l 1'-10' -! 7 1 5'-c" d! 6'-2' b 1 5'-11.' b! d l 7 ( T-1" b! 7'-11' b T -T b 1'-5 8 1 5-2' b -9' b 1 -7' o f " 3' d 8 6'-7- b 1 T-5' b l 7'-2' b l 1'-2' c i I 9 1 -10' b 5-5' b 6-3' b "-3' d l 9 I 6'-3' b 1 T-11' b! 6'-9' b! 1'-7' -! 10 ( 4-7' D 5'-2' b 4'-!-.- b i "-2' d 1 10 1 5'-11' b 1 T-7' b 6'-5' b l 1'-c I 11 4'-5" b 4'-11' o f 4'-9' b d j 11 5-8' o 1 6'-4' b 6'-1' b ''-e 12_ 4'-3' b 4'-9" b 4'-7- b! 1' d 1 12 ! 5'-5' b I 6'-0" b 1 F-10' b I 1'-5 C Notes: 1. Above spars do not inciude length of knee brace. Add horizontal distance from upright to center of brace to beam connecton to the above spans for total beam spar.:. 2. Spans may be interpolated. Lawrance E. Bennet, P.E. CML ENGINEER - DEVELOPMENT C: NSUL -,AN7 P.O. BCX 214368. SOUTH DAYTONA. FL '2127 TELEPHONE (386) 767+1774 FAX (386) 767.5556 »VC .7 v COPYRIGHT 2003 3-23 NOT TO BE REPRODUCED IN W14CL= ::n ,Y PART TH.E'.VRIT'EN PER.MISSICN OF LAWRENCE E. SENNET'. P.- N SCREEN, ACRYLIC / ViyYL•, GLASS & MODULAR. ROOMS Table 3.1.5 t111owable.Upright _sights; Chair Rail Spans or Header Spans For Screen Rooms --r Vinyl Roems Aluminum Alloy 6062 _3 Far 3 second wind Gust at 110 MPH •relocity: using desicn load of 11 WSF SECTION 3 Sections Hollow 1 T 3'-0"' . ( 7-r 4'-0" All d'�I Load'Nidttl W - Purlin Spacing 5'-0' I S3" I 6'-0" I 6.3' fight 'W ! banding 'b' or. deflection 'd' I T-0:' 1 T7 Z' x 2" x 0.044" =4 87-7-7 b1 3'-7 bi 8'-2' b T3' T -t.' la 6'-11' bi 6'-8' b 1 6'-5' of 6'-Z' b1 5'-11' b bl T -i' Hollow 10'-v 0 T-4- bi T-11' bl - bi 7'-11' of T-7' bl 7-3- • b 6-11' of 6-3' b 6'-6- b 3' x 2" x 0.045" Hollow 1V-7 bf �-i bi 9'-g' x 3" x 0.045" 9'�' b 8'-9' of 8'-I' b T-11' b T-3' 37 T-5' of - 7-2-771 3- x 2" x 0.070" Hollow I 1Z-9' Cl 1 =-V of 11'-7- CI •C'-:1" b1 10'-5* of 7-11' bi- 7-0' S1 9'-2' 31 T-10' of 8' 3" 5 Z' x 3" x 0.045" Hollow 1 12'-3' 71 ' 1'-y b 11'w b 1G'-5' b I T-113' b 9'-5' b 8'-11' b f 3'-8' �l 8'-4' bi S.M.3. 1 27-11' 2" x e x 0.050" Hollow 16 3' b !Z%.l- bf 14'-1' bl 13-3' bi 12'-T o 1Z'-0' bi 11' o" b 11'-0' 71 10'-3' bl 10'3' b ,',x .050" LXM 1 Z3'-7- bl:2"-10' bf 20'-5' b 19'-3' b1 18'-3' b I 1T-5' b) 16'3' b 1 16'-0' of 15'-5' b1 14-1'1' o 2' ,3j x _4 A! 1 Snao 1 26'-1' of Z+' -c' of 22'.-7- 11'3' bl 'Ca b T-9' bi of 2! *--Z' 7-2' b 20'-7 b bf 8'3' b 19'3' 8'-3' tor 18'-5' b 1T-9' bi-T-11' b1 T-7' 01 1T-1' of T -i' bi 16'-6' b b 77:71 Z" x 3" x 0.045' Snap I 1 -V -V bi 7-0 of 12'-5 of f 13'-7 bf 1" -c bf 10'- b1 10'-7 of T -y o1 9-5' b1 9--1- b x4 -x0.045" Snao 1 17-7- !;I I.=v-' bl .5-:' 01 :s'.: 51 '3'-7 bi 12'-11' tl 17-5' of IV3' bl of Fcr 3 second wind gust at 120 1AF!-i velocity; using design load of 13 WSF 1 Tnbutary l�ad'Nldt't W = Puriin Soacinq Sections3'-0� I 3'0' 1 W-3- 1 A%6" 1 5-0' 1 T-6-1 6-3- 1 s, -.r! T-^.- 1 T o Allcwarle yeiq t 'H'! b ending 'V o► deflec"_4cn 'd' t I . x 0.344" Hollow 1 T-8' ct 7-; of T� bl T-, Of » of 5'-S z1 3-1' of 5'-1. 01 ^,?' of : of 1Z' x0.0_° Hollow 1 9'-� 01 E- bt 8'-� of -- bl i- oI o-1' OI 53' D1 i'a =4 87-7-7 DI 5-1' of 1:: x Z" x 0.045' Hollow 1 10'-5' of - 51 8'-11' al 3'-45" bi 3'=l of T3' bl T -r bl T -i' of 6-1 G' of 5-7, 71 3'x2"x0.070" Hollow I 17-1' cl -:'-a' of 1C' 3' of 10'-1' of 9'-7' bl 9'-2' of T -y of T-5' 01 8-:' 01 T-1 C' of x 3" x 0.045" Hollow I :2'-10' of -11' of 11'-Z" of 1C' -i,-* b1 7-1'.' b1 9'-6' b1 7-1' of 8'-5 71 a'-5' b1 8'-7' Di 12' x 4" x 0.050" Hollow 1 1`-11' of 1=40' of 1Z-11' 01 11-s b 01 11'-0' of 10'-7- b 10'-i 7t 9'-9' bi 9'-5' of 12' x 5" x 0.050" S"°A.3- I 21'3' of -t' bf 18'-3' o f 17-3" of 16'-,C' of 16'-0" b l 15'-i' b 114'-> of 14'-2' b I 13'-0 of x 5' x 0.050' S.M.3. 1 27-11' :i of 20'-S' of 17--, of 18'-,' bi 1T -e at 1:6'-11' of 167- =f 157-8' bi -z :I (2.'x-Z"x0.044" Snag I 1C'-1' o! --• bi -::' to T-5, of T-1:' of T-: of T-- b Tti z1 0-3' a or :I 2' x V x 0.045" Snao 1 13'-s' b I ,i of 5' al . C'-3' of 1 V-7 o f 9'-9' of 91-4' of e1-1 :' .1 8'3' b I 8'--> •• .i x 47 x O.W- Snaa f 16'-7 01 -- ' of f 13'-7 of 12'-.6' of 11'-11' bl1. of 10'-1 71 10'-7- of '•0'-3' :i For 3 second wind gust at 130 AAF!- velocity; using aesign load of 15 *15F Sections 1 T-1- Tnbutary Load Width "N' = Pur!in SpacingI ! 74- 1 V -a- I 4'-6- 1 5•-0" 1 5b 1 6'-Q-- o-6 Allowabie 4eignt 'W/ bending 'b' or detlecdcn 'o' 1 7--3- 1 7-b" 1 I 1. x Z" x 0.04-t" Hollow 1 8'- 01 '- cl 0-1' of 3- bi 5'- b 5-1' S1 63' of 5'-5 of -3' ci 5-1' of Z' x 2" x 0.055" Hollow f T-10' 01 ?-"c' --I T- of of 5* -:0' of V-6 bi 5-3* ol =t 5'-9" of 5'-7' of 3" x 2" x 0.045" Hoilow 1 T -a" bl 3-11' bi 8'-4' bi 7--1 *.' b 7-3" b T-2' b 5-10' b 6-7, of 6'-s' bi 6'-1' bl 13' x 2" x 0.070" Hollow 1 1V-3 o! '74 of 7-11' bl 9%5 bi 8'-11' of 8'-6" of 8'-7 bi T-1 C' 01 T-6" b T-3' 01 r7 --x 3" x 0.045" Hollow I :1'-11' at )' of 10'-i' b l 9'-7 • b 1 7-3' of 8'-10- b 1 8'-5' b l T -Z! :! T-110' o f T-7' b 12'x4"x0.050" Hollow 1 13'-11' b1 1=-11' bi 17'-1' b I 1'-t.' 01 1C'-9* b 1 10'-3i b 9'-10' of 9'-5 01 9'-1' o 8'-1 C' of x 5" x 0.050" 374.3. 1 20'-7 a, 27 of 177 of •5' - cl 1�3' 01 :a' -t' of 14'-3' bl :3'-i o1 13'- o! -y of ( 7 x 5" x 0.050" S.14.3. 1 :2'-4' o f =--i' •c l :7.12 of 13-3' o f 1 T- o f 16'-6" of .5'-3' o i15% ,5%Z' a -:1'-7' b i - o f 1► x: x 44 0.0" 1 9T Snaa '- 71 -+ O1 5'' 71 -1 C' a b T- bf 7-7 71 6'-,6' 71 of 5* -1' :1 1Z"x3"x0.045" Snaa 1 1.Z_ of of 10'-.i- of .C'-1' bi 7-5' of 9'-1' b 8'-3' b ' b T-3 of I2'x4"x0.045" Snaa I - 1' o! _ 11' of 13'x,' b :c-►' bi 1'3' 0 11'- of .C'$; of 1G'-S"''�i'�'-tG' of 73' of Notes: 1. Abcve spars do nct inc!ude 'ens- J knee brace. Add ^cnzcntal distance tem ucright :o cemar d braca to bean' wrnecticn to the above scars `cr *::al seam spars. 2. Spans may be inter.--clated. Lawrence -. Berri, P.E. ;-.C. SCx ::14ze6. adUjr,! CA`f7"_M4, .-L:21<t �PYCNE :Z36) 7---.'4 4C -7C 2E FE _ .cam v tlf C:= _a ♦ --. - n.-: T --2 ..-.-y� -==rn: 7.•.?! 1 I PLANS REVIEWED CITY OF SANFORD OFFICE COPY PERMITr�?C%oj his inslrunicnl p1cparcil Icy: Ridinrd I I 'Zapf 2867 Stonewall Place d Ul-7 Sanford, Fl 32773 Pennit No. STATE OF FLORIDA COUNTY OF: SEMINOLE im guinea Edmonds 01111111rSllllldl I IWE � CLERK OF CIRCUIT COURT BK 04897 P6 1622 CLERK'S M 2003115449 RECORDED 07/08/2183 10:22:36 UM RECORDINB FEB 6.00 QED BY N Nolden Tax Folio No. 10-20-30-502-0000-0770 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that Improvements will be trade to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement . 1. Descriplim of property: (Icgnl deacription of property, and atrcet uddress if nvailubic) LEG LOT 77 RAMBLEWOOD PB 23 PGS 7 & 8 2. General description of Improvement - ALUMINUM SCREEN ROOM WITH SOLID ALUMINUM ROOF 3. Owner information: a. Name and address- DOREEN KREVER 148 WILDWOOD DRIVE SANFORD FI 32773 b. Interest in properly - c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Place)*- Ute Sanford, FI 32773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond $ , 6. Lender: (naine and address) it JUL 0 8 2001 CERTIFIED COPY MARYANNE MORSE ;;I.ERK OF CIRCUIT COUNT sEMINOLE COUNTY. FI.OR a�xurr cxtael . ' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) N (k 8. Li addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(I)(b), Florida Statutes: (name and address) J 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a Different date is succified) Sworn to and subscribed before me This day of jot) `L ,2003 i� ary' �-�cli �i'�./J i� r i Not s Name Notary's Commission Expiries: It 7 $ .....: (Signature of Owner) Owner's Naive(Aff.� 11 -P -01W - Address j u)I OP VlJO(j� )>1.1 Ve