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HomeMy WebLinkAbout103 London Fog Way (3)J CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS PERMIT NUMBER _ //5 Total Contract Price of Job S Total Sq. Ft. Describe Work ( f//Yi 0 y (_ Type of Construction r4/(,ifriiy r-. Flood Prone (YES) 0 Number of Stories Number of Dwellings / Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER ,,31Y 00 `5-1 3 0000 Osj O OWNER _ ADDRESS CITY PHONE NUMBER ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP I„ r BONDING COMPANY A///F r 2c-01;01-0 ADDRESS CITY STATE. ZIP ARCHITECT Gv•/J CiGC/J/L!' ADDRESS CITY / A- 1 .07.4 STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP S4 Z CONTRACTOR i // _S PHONE NUMBER y4J„7Ja2k937v0 ADDRESS ST. LICENSE NUMBER O.S.Q,007 CITY STATE /ZIP '7c3 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 oflall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 REQUIREMENTS OF FLORIDA LIEN LAW, FS713. F5 9 d O aJ U 7 b O a a 0 a c O M c Z ? N O 0 ro 4J a O 4) Z 0- E+ Signature of Own r/Agent & Date - Signat d 6 -Contractor & Date- r l ro 02- O ° M OJ - F-+ U! N H G Z Type or rint Owner/Agent Name Type or Print C ntractor's Name o 0 n f9 A. 2 Z9102 ° Signature of No a y & Date Signature o otary & Datert5 Official a 1) (Official Seal) 31y" MelissaMarkA. Wright `Cpmmission # ameron MY COMMISSION#CC824531 EXPIRES DD079g1g April 8, 2003 o Pires Dec. 20, 2005 BONDED THRU7ROYFAMINSURAKEINC y, Bonded 7 4 % t00% Atlan,C BondingC Application Appro ed BY: / Date: FEES: Building Radon Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE * /74 Z BY I WV ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 b rt O a C n r rD a THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE Gay April 15, 2002 Lisa D. Foor-Lee 103 London Fog Way Sanford, FL 32771 o Sanford, Fjor jdLicensingDivisionQ P.O. Box 1,788 • 32772-1788 y RE: Variance Request for 103 London Fog Way Dear Ms. Lee, On April 11, 2002, the Board of Adjustment considered your request for a variance to construct a screened room on your property located at 103 London,Fog Way. The Board of Adjustment approved a 2.98 ft. rear yard setback variance to allow for your screened, room to be built. Sincerely, Lynnette Mote Secretary to the Board of Adjustment City of Sanford Im The Friendly City" Y fo-UNDARY SIJRVL:Y FOR/CERTIFIED TO: Sheldon B. Lee and Lisa D. Foor-Lee Universal Land Title, Inc., Commonwealth Land Title Insurance Company NVF Mortgage DESCRIPTION AS FLIRNISHFwD: ]mot 35, 14AYFIRR OAKS, as recorded in Plat Book 50, Pages 3B thru 41 Public Records of Seminole County, Flo EjaT r.,L4•"CTP-" Ce.r5-) Q. b4°1 S'1•• w r70.00 SANFORD 8 — ! 6 4 e- !O cr[O 1•Q.) THESE PLANS UILDING DEPT. ACCEPTED FpRAp E REVIEWED AND U TOE g r ERMI L PERMIT ISSUpEO SijAL L E iiKRUEDTOB WORK AND E A SE Tp SHALL gE CA"CE ALTER) pR SET r PROCEED WITH PROVISIONS r AHSIRITY Tp VIOLATE, SSUANCE pF A F_E F";I_ ;( aTC** NOR SH HE DEFT FROM ERAt'T PREVENT THE OR SHALLTPE'YESF0ER REQUITINGOROTHERVOLA,T ON T"HE PLANS • CO A CORRE 31ONE; F THE CoO NSTRUCTII dttvjto d r t / a. f- ( Y y I>l j tj City of S%n,1, rd 0 Mod C des in effect: e Stan rc B3 11ding Code 1997 ed. 0 Stan rd-Plumbing Code 1997 ed. Stgp% Al hanical Code 1997 ed. •3 ladN*o I trical Code 1996 ed. Sep sty @ AMENDMENTS rL: c— W lity C©dal 1907 FL} narpy bdo 1007 4 - 9 t Wf 6A yl(" , wM 44. Y' I+ i t t 4• . S tt- 4 G IR Cs A' h G` 4 T L1t 1,4T r l Tf. i c. 1'2 x te.hd• FT J r v r r t 39 C G uG26TE FtC510 1JG FF 4-7c1 b• U Go'o Go •+ C: 1 A' r 3 0A y LOT 3V Ud 1,, RKICE COPY -----'- PERMIT faz u3A GRUSENMEYER - SCOTT & ASSOC., INC. - LAND SURVEYOR CERTIFICATE OF AU`HORiZATION # LB4596 11. 1 NIT w,•: ll N• SN xM • Et NLN Mn%x QDNOTES. THE UNDERSIC ED DOES MISERY CERT;PY THAT TNS fVRVEY ME RS THE MWIMS:M TTCHNIC AL AANDARDf fR ORTH ry THE FLORIDA ROARD yAl. PROFISSIONAL SVRVFVOAS AND MAPPERS IN CHAPTER 61CA74. KOR[DA AM11NIMATNE CODE FIMSUANT TO ChA1Tft 1721W P. P.ORIDA u••• uun fTATUTf S. 2. UNLESt IT VEARLTHE SILNATURI AND THE 011110NAt "%ED SEAL Of A 1;ORIDA LKlNs[D SURVffOR AND ;MAME0. THIS MM/REfCM1T M WR WS lNTfyi wNCi[ f• : MW I.— f4w.1 MATIONAL "POIES ONLY AND IS NOT a'ALID_ THERE MAY RE OTHER RISTRICTIOM OR EASEMENTS IHSISURVEYWASPREPAREDfROMMILEINFORMATIONFURN'SHED TO THE SVRVEY(M I• 1.11;1wwnma. WIIICH AFfECT THIS PROPERTY. h •.• NIIXY 6. NO UNDERCAOUFID O S HAVE TEEN LOCATED UNEESS OTHERWISE t1SOWN. La r,,iNr Rl 1[ fAtYSll6+[NI 110IIt. • fll%:YIPIx JN 3. THIS SURVEY PS I0.EMRED RE0FOR SOLE IENlfR Of THOSE CERTIFIED TO AND fEK'iUID NCfT IE REU[D UPON Ir ANY OTHER INTTTY THETH[ ty{ AIN . IM•.'NAI,E NORTH a OIMLVSIONS SHOWN FOR THE LOCATION Of IMPROVEMENTS HEREON SHOULD NOT SSE USED TO RECONSTRUCT ROUNDMf LIVES. M/ I •lA4fM[•,i 7. IEARWGS, IF SHOWN. ARE RASID ON ASSLUM DATUM AND EMI THE LINE IHOSE•fi AS RASE REARINC 1 I.L u1D Ma111(Ji1 XJY ftIVAI :IN E. ELEVATSONS.IFSHOWN,AXE RASED ON NATIONAL CIOOETICVERTKAL D01M Of 1121, I1NEE110Th[RtNf N OTE P . RaN na 0RIANOS) OFFICE I A •11uT+ Ylx1 N, I, Nwn t 1,1 3' tf1D E. G LONIAL DR. y., ORIANDO FL P2107 SCALE 1-- 1• . W —' QN . a 44 61AAIMFu Stf I I RfY_f N(TNl t-1 407) 27732M2 FAX I407; 6561436 I rLL[ DATE ORDER No. SX— . 0 9K NNIG f •'• RYMI t"D lOA1Y1 NCl6,}NT P.... - faYNT .if iryAhX,NDCEMVA!N} Pco T P LAB --I 1- I O.9 b lot S B F.Lf. No. P1 „ a.N7 Df aCINT Uf Y(t1%SE --TM CERTIf' EI7 RYA Nf 4-,Q %— , f c7TAKF.. J PY. Pt •1+JINi.'Y IwN(2NCY p G TOM X. (. il;N EV ESL IS LI. %..11V IAMFi W. SCOTT. ILLS. Na 6/01 L..IC7 1 -•• Et..Ev • QS - iQ AI, . xwuAl SCOT'f 0, MEYfR, SLLS. No. 5517 YN • A%Ni.Yr.arwr T! uS RVN2)IVUfRO ERTv DO . S NOT Lot WITHIN F i --AA I. •1. 2 Z Ifn1Ac 11 . TrtnnT 11tf VIE EfTA.000ED SPECIAL F,000 HAZARD AREA NO - M' ZONE Y, f M 7PH •-f 120294 0040 E (4-17-95) FN• iLL F uuwti Rr: f`'! A _ ---.— CHUCKED f Z SECTION 3 SCREEN, VINYL & GLASS ROOMS SPANS PER TABLES C m 000SITE PANEL OR PAN UPRIGHT HEIGHTS TYPICAL SLOPED SOLID ROOF ENCLOSURE USE BEAM TO WALL DETAIL 1 TYPICAL GABLE SOLID ROOF ENCLOSURE Lawrence E. Sennett, P.E. WW G - vffm*psfW OCMI/LA.TANT P.D. 9L UK 80 M OAWOKA. FL =121 TELEPHM (00)Tq-4TT1 MAL PAGE p coPr1e1o1f 2000 3-4 NOT TO"REPRocum IN WHOLE oR w PART W HOW THE WRITTEN mums@*" or LANImAm E. awe". P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS fA ALTERNATE CONNECTION DETAIL 1' x r WITH 3) IM10 x i-ur S.M.B. INTO SCREW BOSS 2) 010 x 1 1/r B. M. S. INTO _ SCREW BOBS ANCHOR 1' x r PLATE TO CONCRETE W/ 1N' x 2-t/r CONCRETE ANCHORSOITHIN — d' OF EACH SIDE OF EACH POST AND 24' O.C. MAX. MIN. 3-1/r SLAB 2500 PSI CONC. 0 x a -10 x 10 W.W.M. — OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCRf1W SYSTEMS MIN. (3) 010 x 1 1/r S.M.S. INTO SCREW BOSS 1' x r EXTRUSION 1-1W MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO -SEAM -DETAIL 2'x2'ORrx3'ORrSM8 POST ANCHOR v x r Ct` 4NN a TO CONCRETE WITH 1/49 x 2-1/4'CONCRETE ANCHORS WITHIN r OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24' O.C. MAX. MIN. 3-1/2' SLAB 2500 PSI CONC. 8xe-1000 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE PA" Lawrence E. Sennett, P.E. all sworn R . oe Kcp%wff c0wA rMT P.Q. pox""' 900N DAYTONA FL w r T§UWH ME WS) 701-4n4 FAX p") TET4m 4) 010 x 1/r S.M.S. EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE MIN. (4) 010 x 1/r &M.S. EACH POST 1' x r EXTRUSION 1- W MIN. IN CONCRETE 3-8 1 NOT TO EE REPRODUCED IN WNOIE OR IN PART wmlOUT THE WRITTEN PVNII S*N OF LAWRENCE E. MAN EW. v.Q. r] L to 1 0 SCREEN, VINYL 8 GLASS ROOMS SECTION 3 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #8 x 1/2" S.A.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1' x 1' x 2" ANGLE CLIPS EACH SIDE OF POST V x 2' TOP RAILS FOR SIDE WALLS WITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIG14T . SPACING AS FOLLOWS WIND ZONE MAX UPRIGHT, SPACING .. 102 T-W 110 8'-T 120 6'-W 130 W-8" 140 6'-1' 150 1 C-11' INTERNAL OR EXTERNAL • L' CLIP OR'U' CHANNEL CHAI RAIL ATTACHED TO POST W/ MIN. (4) 010 S.M.S. . GIRT OR CHAIR RAIL AND KICK PLATE 2' x 2" x 0.032" MIN.' HOLLOW RAIL , ANCHOR 1 x 2 PLATE TO 1 x 2 OR 2 x 2 ATTACHED TO' CONCRETE WITH 1/4" x Z-1 /2" .• BOTTOM W/ .1" x 1' x 2' x 1/18' ' CONCRETE ANCHORS WITHIN 0.045' ANGLE CLIPS EACH6"OF EACH SIDE OF -EACH POST AT 24" O.C. MAX. OR SIDE AND MIN. (4) ft10 x 1/2' S.M.S. THROUGH ANGLE AT 24" O.C. MAX. 1' x 2' x 0.032' MIN. OPEN BACK EXTRUSION MIN. 3-1/2" SLAB 2500 PSI !• ;. • CONC. 6 x 6 -10 x 10 W.W.M. a 1-1/8' MIN. IN CONCRETE OR FIBER MESH VAPOR BARRIER UNDER • CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" =1'-0' Lawrence E. Bennett, P.E. • CIVIL ENGINEER - DEVELOP WNr CONSULTANr P.O. BOX 43M SOUTH WrO4A, FL 32121 TELEPHONE (904) M-4T74 FAX (904) ?8T4 8 ' COPYRIOHT 2001 PA08 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, & 3-7A SOLID ROOF PANEL PRODUCTS SECTION T 0. COMPOSITE ROOF ANCHORING DETAILS 810 x 1-1/2' S. M. S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL 810 X 3/4.8. M. S. OR WOOD SCREW SPACED 0 12' O. C. ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE 1/4' x 1.1/4' TAPCON ANCHOR OR EQUAL ® 24' O.0 ,FOR WOOD USE 810 x mm S.M.S. OR WOOD SCREWS a 1r O.C. EXISTING TRUSS OR RAFTER 08 x 1/Z' S.M.S. SPACED 8' O.C. BOTH SIDES ROOF PANEL 88 x 1i' S.M.S. SPACED 8' O.C. BOTH SIDES EXISTING FASCIA 08 x 1/r I3.M.S. SPACED a 8' O.C. BOTH SIDES ROOF PANEL EXISTING HOST STRUCTURE 08 x 1/r S.M.S. SPACED WOOD FRAME, MASONRY OR ® r O.C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS, SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS T. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR BBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE MOST STRUCTURE. Lawrence E. Bennett, P.E. CIVI lNQM dR - 0lYr10Rl 1 OOIiM1A TAIVT I.O. SOX 4 M. BOUTW DATTOMM FL 321Ih TELEPHONE (MF) m.4"A FAX (M4) W4= SEAL I0 NOTrTO9E REPRODUCED IN NMOLE OR IN PART WITHOUT THE WRITTEN FERVINION OF LAWRENCE G. 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[ i Y tl<y [L 6iL f F : l '- 2: 7 <I I• [LAG i [LSQrI [1 L ii LL-.il tt:L' :7 E :1• LL 1 Lidri Lidi1 fLL51 f f : l '. ! 2:! W.' M [PLiI Uf. ,I [IA" U" ELL I:MXMEtmLLkdu.4wLi-i'dsk" f:,l'!a:Jt'MLF SAIbl "U&NO&E" t1:1_, a:!1aim U"Li" slf.SI&I."<1:L'!1:Mt""U"it"It" SECTION 3 SCREEN, VINYL & GLASS ROOMS 5116'0 GALVANIZED'ALL THREAD' OR THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ APPROVED CONCRETE ANCHOR 0 24' O.C. MAX. AND WITHIN Ir OF EACH UPRIGHT OR APPROVED ALTERNATE ALTERNATE 1M' x a' CONCRETE SCREW THROUGH 1• x 2' AND ROWLOCK INTO FIRST COURSE OF BRICKS 1) $3 0 BARS Wl 3' COVER TYPICAL) Be MIN.) ALUMINUM FRAME SCREEN WALL ROWLOCK BRICK KNEEWALL TYPE 'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1' WIDE x 0.083' STRAP Q EACH POST FROM POST TO FOOTING Wl (2)1"0 x 3/4' S. M. S. STRAP TO POST AND 1)1/4' x 1-W TAPCON TO SLAB OR FOOTING 4' (NOMINAL) PATIO CONCRETE SLAB W/ 6 x e -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS r-w MIN. (1) OW BAR CONT. BEFORE SLOPE (1) 00 BAR CO . 'I'" — . • NI TYPE 1 TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-r 112, 2' / 12'-1'-1(' N. 1'-10r NOTES. 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS lW4r FROM ETM II FOOTING IS REQUIRED. ROO GREATER THAN 400 SQ REQUIRE TYPIIF003.Xz,%lvi. NAx4 S,462. 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. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB - FOOTING DETAILS Lawrence E. Bennett, P.E. on a - ormommff comarmr Pm sm"ayam+ cAwank a uill Tael+ om of4 rMr-4774 FAX 04) W."m MAL PAGE Q 0 OOr1/11gMT M000 3. 116 NOT TO Mt IIEPR=XL9D IN YM ME ON IN PINT WM40UT THE WIMM PEIMMGI*N OF LAWMEN= E. 9004M, P.E. C J SECTION 3 1 SCREEN, VINYL a GLASS ROOMS RiDW CAP 09 x lir (3) PER PANEL n x 1/i O w O. V. I - P N M K 1 E EAM 8 ( TYPICAL) cI-A91. RECEMNO CHANNEL (0) n x iff S. M. 8- TO STUD AND (S) 66 x IM S. M. S. TO BEAM e • W MAX r x r s. M. B. MEADER i • • ALTERNATIVE BEAM SUPPORT oftwomm- TAW w"ws on wr•+'r nowan« MnT wn"a/ rol w irr" map=*" a u` ml"m 1. 65'"W^, m purraooA" a. E3- 12 o • 0 EI L 11111 tFdiltl st_dill fi dill mil• i'Zil dli 11 L i 1 i`i i t-L5i7 jiC1i S['C tl lli t Silk Y Ijl• tl'dil t l t i i l tL'L l rl Z• t d1i ti't i t L l t F'l• 1 L:i .t i i dijl ! L l tLl i rU d i t: LAw LL I if L,l l ia l iYSI • is G i IAM =t All OWWAl EMILAAM ,O l t iall Emu&fit t M mzil E all t,m tiAill ENUMCLAW all mot'Ibm M&L &AM mall smaL.l EMU dil Sldil Emu.f-i NNW' iAM I.t i tLdiil sidill tl<_>i NI da l SLZL5 = ONULsl t! A.l iUK.M tLdill NF L.,MM =I di -AM tF_d1i M Bill M_ 4alMIL LItl:dijlSLG AN tllIt 13Y An EMU L 1 tit_l L i tidillt Z- 1i Z IdlliCGi immou MWLJU i NEkbe,i i dli L` AM t G a Mal'lt NONLdAM LAM iLdii t., t i i jd,, 1 tl dill tLAL•AM tf Gill i t del MU AAA it Jai MMLM AM M ll it t ail WILL dill mms= ,m i E AM Aumtiz AN M-_Z- l l _C-AM M_1 Ai EI]Z51 MIL k l l , Al 11 E iZ-AM f ZAi MW L i i, f AN Lit AN W.IdL'i t L AM t11.i `I G i M; d__ AiM t1 dLi mil ti G i tL MiWM tl L- AM tldill ti Ll• IMW G ill "ti, G,l JIM L•:a tI dll r L.i ldill ti f-AM NOW L l• i U i f L 1 T' tl, a l I 2"l MWIffi'i SFZMM MI Z:i C J ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.2.1 Allowable ANdbutable Roof Area per Port for Co. pa Patio Covers, and other Open Sulldinge • ALUMINUM POM Exanepls: Find Rod Area Nestled: Am • W; Post Sped% mW; 6VUC M Projectlon a w: A • 8 x (Wn • O.H.) R v, r, w • 12'. end O.M. • 7 than:'Ann' • 60 Sq. Ft. For a 10'-11• post and 120 m.p.h. wind loud or 23 $ I Sq. Ft. post d cam as: 1) r x 30 x 0.05W lloNow Exb1 sim Z) Al poe skn tlstsd bMow lhs r x 3' x 0.OW Hdbw Baotbn Not: Where Job nondftns dldata a post hoot of 1W In a 120 MPH whid eons, a r x 3' RoN Fomod COULD NOT BE used bscauw when N b mon than 10' to N an only support 39 SF o1 md. On 1M ~ hand, a r x 3• FhRad Poe wM a pat halpht of 10'- r an suppoR an ens of in square oast o1 em. Thus, dasipn nest smu* both hs1W w d am npukemwo. Lawrence E. Bennett, P.E. VK Eht MR - WWLOFE W t;+ollaa.TAW o. aox ass, oAVTow FL full" TueFnollE tta) r s nuc poq rsT OA MAL I PAM p coPvwtoMT loco MW To eE app ODUM w wHom an 0 FART W HOW TW %VMM04 FElaaa M OF LAWK U E. NOW". RE. 2-23 SECTION 2 I ATTACHED 8FREE-STANDING COVERS AND UTILITY SHEDS ALUMINUMWEEL COLUMN SEE SECTION 9 FOR ANCHORS CONCRETE SLAB OR FOOTING ALUMINUMISTEEL COLUMN CONCRETE ANCHORS SEE SECTION 9) CONCRETE SLAB OR FOOTING POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS ALUMINUM I STEEL COLUMN CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE SEE SECTION 9 FOR CONCRETE ANCHORS CONCRETE BLAB OR FOOTING Lawmnce E. Sennett, P.E. cm ara om - ClEV,Ei.oftsw om" TANT P.O. @= 41 . SOUTH OAYTONA PL =l P Tau"44" (SONI TIT-dTT1 PAM ISO4) mom U' CHANNEL (GEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS SEE SECTION 9) SEE SECTION 9 FOR ANCHORS r x 2' WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS SEAL PAGE Q COPYRIONT am 2- B NOT TO U REP t=k]CEG IN WHOLE OR IN PART WITHOUT THE WWTTEN PERMISS+ON OP LAWRENCE E. ![NNETT. P.E. 40 INNNaNIP 111Iwo anwoo 011 MNON"aN now IN" 9 J Pwmk Number Parcel Identll coon Nurrlber ,33 / 9. 3 0' S`/ 0 0 0 PrepNed by: PRAW''BkEWS, INC. 5449 BENCHMARK LANE SUITE 173 SANFORD IFL $ 2773 Return to: 4074W -8960 'A8 322-3039 NOTICE OF COMMENCEMENT NMYAME II Wj CLERK OF CIRCUIT COURT IiVa.E COIa1TY K 04390 PG 1287 LERK•S M 2002868477 CIVEMWES M6. 00 OWIIII5E PM WED 8Y L McKinley The undersigned hereby gives notlee that Irrtproverrlent(e)will be made to certain real properly, and In aocordenos with Chapter 713. Florida Statutes, a» fdk wft ' ,foo.,m Is provided in this Notice or Commencement. 1. Desorlpbon of property (IqW deecrlptlon of the property, and sisal rase If aval ab! Z. Ganersl " wrlption of 1 .n» q 6" 7 3. 4. 5. 8. Owner kftrnWwn Name 04- 1C C,q (',,[ Telephone Number Address / ! , Fax Number Interest in Property: Fee 31mple Title Moiler (If other than owner shown above) Name Telephone Number Address =V- 4,"tc Fax Number pRA,GER BUILDEI','S, jNC- Name xNyo 9 BF. riCIiNiARK LANE AddressSUITE 173 Name FL 82773 Name (K ) 24- 99W If& 82 039 y " . Address T. NarWw ( N any) 140#4 Address TelephoneNumber Fax Number Yo, P>>1 CERTIFIEDCOR MARYANNE 1101010 CLERK OF CIRCUIT OOUR11 EMI LE C IDA Telephone Number Dept Fax Number Amount of bond s A FIR 2 5 2002 Telephone Number Fax Number 8. Perws within the Stele of Fioride designated by Owner upon whom noticed c V3& INC. vsd as esrprovided by 1713.13(1 xa)7., Florida Statutes. 54,:.. C ifI LANE Name Telephone Number 11TE 173 Address Fax Number g;>,ivFORD, FL $2773 to hi 9. In addklort rT eelforherself. Owner 4G7-32'4'8960 FAX 8` ` 085 designates the kNowing to receive s vopy of the Uerlors Notios as provided in §713.1 all xb), FbAda elsb ss. Norm Telephone Number Address Fax Number 10. &Vlr4Wn dots of natlae Of ootnnNnoament (the 0)"Vilon dole is one year hem the date of recording unless a diRarorrt date Is speoNl- ): - - Data so" Igr>aturo o Owner per 5 T 13. 1xg), "owner mustsign ...and no on* AW may be pemVded to sign in his or her stand' Sworn to an bobs me lhk _day of by Who Is knmn to me - produosd as We 0 Signature of Notary (rlofarial 0141veoppear tlelow) Fenn Revieet 3i3 Mork A Wright ES 1 MY COMMISSION # CC824551 EXPIR 005 BOW AprilB, NINS D 1HRU 1RpY FNN INSIIRANCE: INC