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1381 Rinehard Rd - BC08-002609 (Install Wall Sign) DocumentsRECEIVED Permit N Job Address: Description of Work: Historic District: Cfll' (1F ti;1\f Oltll I'll R1II I AI'I'[.ICA I IUD SEP 1 6 2008Date. honing: _ Value of Work: S'Z.jp;x° -I V7-_14 L ( tc-trt L F` Permit Type: Building ;/Electrical v Mechanical __ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - 1; of AMPS _ _ _ Addition/Alteration Change of Service __ Temporary Pole Mechanical: Residential _ Non -Residential Replacement New —_ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of FIXIUreS _ _ k of Water & Sewer Lines_ a of Gas Lines --- Plumbing/New Residential: r of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: _ (FEMA form required for other than X) Parcel, 3d- _ I _// ull 11 / 0(-,)( U go zf / (Attach Proof olf Ownership & Legal Description) Owners Name &Address (^ w/y jMi?ill Otn7 d <- / Phone: --- -_-- — a p" Contractor Name & Address: KKkk_ l 6t 1 P?/Y VL1 t t t S <y C ( 3 y rrState/License Number. C S — ---- ------ -- Phone & ax: 6 t 3 - C 7 (U j Contact Person: •5—/ 'N C r E' Phone: . Bonding Company: -- Address: Mortgage Lender: Address: - r Phone: Architect/Engineer: ,C' ` ( (t — j C Address: 13G I CA-S-4 G k 5 0 V' :Z tV l 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 separatepermitmustbesecuredforELECTRICALWORK, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 co!mry, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. a- aof Owner/Agent Date Signature o Contractor/Agent Date flrintan r e /Agent'sNamePrint Contractor/Agent's Name Eniri 4e of Notary -State of Florida Date Signature of Notary -State oC Florida Datc 4_ Wz 2 13- XUw. m Owner/Agent is Personally Known to Me or Produced [ D Co tractor,. -%gent is Personally Known to Me or p Produced [ D D, % 0 `,moo 0& hl ,\ 1'IUN APPROVED BY: 131de: Z.oning: _—___—..__-- Utilities: Initial Date) (Initial & Date) Initial & Date) ( ttial & Date) m Q Q N j Z a 4 C z Q U) w 0 >< UW z 2 I1'1 (11 `:\',1()l<II 1'l.10111 AITLICAI MN RECEIVED Per 1" — ,Qn ( Date _ 1SloY Sir 1 6 Z008 lob Address: Description of Work y15 _L _L J- s __ i -lq - - - d^ Historic District: _ /,orling Value of Work: S. ' 3d4 Permit " Type: Building i/Flectrical v Mechanical Plumbing Fire S srinklcr/Alarm fool Electrical: New Set vice - t, of AMPS Addition/Alteration Change of Service I unywrai y P01c Mechanical: Residential Non -Residential Replacement New (Duct layout & I;nergy(-'alc. Required) Plumbing/ New Commercial: I' of FiXtures J; of Water & Sewer Lines N of Gas Lines Plumbing/ New Residential: t: of Water Closets __ Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial _ Industrial Total Square Footage: -_ _ Construction Type: N of Stories: N of Dwelling Units: Flood Zone: __ (FEMA form required for other than X) x - tee Parcel d: ' - - J C U N - Ut )_C%C cf U Owners Name & Address. e f r vie-n k'4Z- 3G 5 r, :t r" ,, Y L Z O l Phone yl Contractor Name & Address:-Krkeeo\ W4-1C/Y PIAr l r t S( Sfi1/ [' r __` A1z L^4- ---1 FL , 3 q' )- / T— State/ License Number: C S C) C)C1 / 0 - - --- Phone & a><: '(3 GI -yU Contact Person: /•- 9 C f Phone: O r Bonding Company: _ -"- Address Mortgage Lender Address: Attach Proof of Ownership & Legal Descripti(n) L Z- C l i 3 ti ' iv _7 L_._x f Architect/ Engineer' _C' C(_(, _ Phone: address: y3C I 'fi S;o` (Kls, 7Yl 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. 0!% YNER'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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FMANCING, 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. Acceplance of it is verification that I will notify the owner of the property Sign tur i)f Ow rerl.ggent Date of the requirements of Florida Lien Law, FS 713. Signature o Contractor/Agent Date o w not Owne /Agent's Name Print Contractor/A ent's Name gd o ZO n . y ba O y m r .— Q w i Signature of Notary -Stale of Florida Datr Signature of Notary -State of Flo da Date Z a a o gam O x o Fr: E _ UWD.. c m 0w'-ncr/Agent is Personally Know-n to Me of Produced IU (9Z0G Co tractor Agent IS Personally Known to Me or Pnxiu: cd ID liQ [O Ow' y Um o I t; z? vt..t••' onine. 110NAPPRUVI-D BY: Hldc:..-------------_.-- al r c)• eInitial & Date) (Initial & Date) (Initial R Dalr) 0Ni 1." t-` n s: . cill ,,. a ..: 566 SA t c ( 6 t'-k- 1, s( 8-29-08 Poblocki Sign CompanytD Po &15, .mc sRAS- ite : I B aDRinehard Road Sanford, Florida Sign Type: 2'-6" tall 5" deep 'M&I' combined LED channel letters with l'-4 1/2" tall x 5" deep BANK individual LED channel letters installed on the North building wall elevation. Drawing No. B-37998 sheets 01 and 0 1 a with revision 2 dated 06/16/08. Design wind load is based on the Florida Building Code'2004 with 2006 Supplement. Design Wind Speed: ( mph.) V := 120.0 Importance Factor: I := 1.00 Based on Category II, Hurricane Prone Regions with V > 100 mph. Velocity Pressure Coefficent at a Height of Less Than 20', Exposure C : Kz := 0.90 Topographic Factor: Kzt := 1.00 Based on Exposure C, Cases 1 or 2 Wind Directionality Factor: Kd := 0.95 Based on Solid Signs in Table 64 Velocity Pressure : ( PSF) qz := 0.00256•Kz•Kzt•Kd•V2•I qz = 31.519 Force Coefficent : Cf := 1.5 Based on Table 6-20 Gust Effect Factor : G := 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure : ( PSF ) F := gz•Cf •G F = 40.186 Use: WL := 40.25 DesignSnow Load : (PSF) SL := 0.0 N/A Reference : Manual of Steel Construction, AISC 9th Edition. Mounting Bolts : 18-8 Stainless Steel Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv =10.00 ksi. Design Loads for the 2'-6" Tall 'M&P Combined Channel Letters Shear from Dead Load Based on 6.5 lbs./sq.ft.: ShDL := (2.5.4.33)•6.5 ShDL = 70.362 lbs. Shear from Wind Load: 5" Deep Letter plus 1/4" Spacer Nuts : ShWL := [4.67-2.5.I (5.0 + 0.251 12 )]•WL Shear from Snow Load : r )]-SL All ExposedSurfaces: ShSL:= L2.33.4.33•(5.0+ 0.25 12 Combined Shear: ShrTot:= (ShDL + ShWL)2 + (ShSL + ShWL) 2 Sht. 1 of 3 Jeff L Griffin, PE hW -301 has! On Tulsa, OK 74136 hSL—a 1e, License # ShrTot = 344.117 lbs. Design of Mounting Bolts for'M&r Combined Letter Set: Mounting Bolt Diameter: ( in.) MntBltDia = 0.250 Number of Mounting Bolts in Shear: NoShr := 6 Shear per Mounting Bolt : ( lbs.) ShrMntBlt := ShrTot NoShr ShrMntBlt = 57. 353 8-29-08 Poblocki Sign Company Sht. 2 of 3 Shear Stress Area: ( in.2) ShrArea • o.217s2ShrArea = 0.037 Based on basic pitch diameter per AISC 4-3 ) 4 Allowable Shear : ( lbs.) AllwShr := 10000-ShrArea AllwShr = 372 Unity Check -Shear UCShr :_ ShrMntBlt UCShr = 0.154 < 1.00 OK AllwShr Number of Mounting Bolts in Tension : NoTen := 2 Minimum Distance Between Mounting Bolts : ( in. ) LvrArm := 12.75 Tension Load per Mounting Bolt: (lbs.) TenMntBlt :_ ( ShrTot)•(5.0 + 0.25) TenMntBlt = 70.85 NoTen•LvrArm Stress Area: (in.MntBltArea := 2 7r•MntBltDia2 MntBltArea = 0.049 Based on nominal diameter per AISC 4-3 ) 4 Allowable Tension: (lbs.) AllwTen := 20000•MntBltArea AllwTen = 982 Unity Check - Tension : UCTen := TenMntBlt UCTen = 0.072 1.00 OK AllwTen Unity Check - Combination: UCComb := UCShr + UCTen UCComb = 0.227 < 1.00 OK NOTE: Use 1/4" diameter bolts as listed: Hex head bolts in steel structures. Wedge bolts in concrete or brick walls. Toggle bolts in concrete block or panel walls. TEK screws in metal stud walls. Lag bolts in wood stud walls. All thread rod with blocking in walls with EIFS or ACM Facia. Design Loads for the l'-4 1/2" Tall Channel Letters_ Shear from Dead Load : ( Based on the letter'B' - heaviest. ) Based on 6.5 lbs./sq.ft.: ShDL :_ (1.38.2.62)•6.5 ShDL = 23.501 lbs. Shear from Wind Load: ( Based on the letter `N.) r (5.0 + 0.25) 5" Deep Letter plus 1/4" Spacer Nuts : ShWL := L2.67.1.38. • WL ShWL = 64.884 lbs. 12 Shear from Snow Load: ( Based on the letter'B'. ) 2-33-1.25. 5.0+0.15 )]. SLAllExposedSurfaces: ShSL:= ShSL = 0 lbs. 12 Combined Shear; ShrTot :_ (ShDL + ShWL) 2 + ( ShSL + ShWL) 2 ShrTot = 109.644 lbs. 8-29-08 Poblocki Sign Company Sht. 3 of 3 Design of Mounting Bolts for P4 1/2" Tall Channel Letters Mounting Bolt Diameter: (in.) MntBltDia := 0.250 Minimum Number of Mounting Bolts in Shear per Letter: NoShr := 3 The letters 'A' has three, all others have four. ) Shear per Mounting Bolt: ( lbs.) ShrMntBlt := ShrTot ShrMntBlt = 36.548 11 -1 Shear Stress Area: ( in.2 ) ShrArea := 7E•0.21752ShrArea = 0.037 Based on basic pitch diameter per AISC 4-3 ) 4 Allowable Shear: ( lbs.) AllwShr := 10000•ShrArea AllwShr = 372 Unity Check - Shear : UCShr := ShrMntBlt UCShr = 0.098 < 1.00 AllwShr Minimum Number of Mounting Bolts in Tension per Letter: NoTen := 1 Minimum Distance Between Mounting Bolts : ( in. LvrArm := 5.25 ShrTot)•(5.0 + 0.25) TenivintBlt = 109.64TensionLoadperMountingBolt: ( lbs.) TenMntBlt :_ NoTen• LvrArm Stress Area: ( in.2 ) MntBltArea := n • MntBltDia2MntBltArea = 0.049 Based on nominal diameter per AISC 4-3 ) 4 Allowable Tension: (lbs.) AllwTen := 20000•MntBltArea AllwTen = 982 Unity Check - Tension : UCTen := TenMntBlt UCTen = 0.112 1.00 AllwTen Unity Check - Combination: UCComb UCShr + UCTen UCComb = 0.21 < 1.00 NOTE: Use 1/4" diameter bolts as listed: Hex head bolts in steel structures. Wedge bolts in concrete or brick walls. Toggle bolts in concrete block or panel walls. TEK screws in metal stud walls. Lag bolts in wood stud walls. All thread rod with blocking in walls with EIFS or ACM Facia. M Ks OK LETTERS (Illuininited) QUANTITY M1 2 3 4 Other SURVEY N/A Required El Completed VOLTAGE 120v 277v Other LIGHTING Neon 0 LED Fiber Optics Other Face -Lit Remote INSTALLATION Flush to wall El Stool off Other COLORS FACE - 3630-97 Bristol Blue vinyl w/slight White outline RETURNS 2'- 6» Paint to match face TRIMCAP Paint to match face LEDS White 1 2447 White Ac- surface Black dual tone film RETURNS Black TRIMCAP Black LEDS White TI WABANK T I DWX VENEER OVErrcar- wil"TIP, a ' a_ NORTH ELEVATR7N 11'- 0" +/- BANK 414, 453.4010 lax 414,453.3070 922 S. 701h St., West Allis WI 53214 PROJECT: BANK 1381 Rinehard Rd Sanford, FL This document represents only an approximation of material colors specified. Actual product colors may vary from this print or dlgital image. CUSTOMER APPROVAL: AUTHORIZED SIGNATURE 1'- 4 1/2" DRA IN NO DATE 1 WORK ORDER NO. E17396 REVISION NO. 02 nrp 06 / 16 / 08 qty MISSING INFORMATION Color ( s) Copy Accurate size (s) Clean artwork Other ap Jf L q I,JE Hn, is REPRESENTATIVEti7 TinaJensenP9 winiiIK606 DRAWN BY Sarah Koepsel DATE 02 / 26 / 08 III ifliceg9 1 # 1/2" ri t SCALE 1'- 0" SHEET 01 t+t/ 1 THIS DOCUMENT IS OWNED BY, AND THE INFORMATION CONTAINED IN IT IS PROPRIETARY TO, POBLOCKI SIGN COMPANY, LLC. BY RECEIPT HEREOF THE HOLDER AGREES NOT TO USE THE INFORMATION, DISCLOSE IT TO ANY THIRD PARTY, NOR REPRODUCE THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF POBLOCKI SIGN COMPANY, LLC. HOLDER ALSO AGREES TO IMMEDIATELY RETURN THIS DOCUMENT UPON REQUEST OF POBLOCKI SIGN COMPANY, LLC." © Copyright By Poblocki Sign Company, LLC. 37998 040" THK. ALUMINUM RETURN 5" NOTE: SEE DESIGN SKETCH FOR COLOR & FINAL LAYOUTS 1 " TRIM CAP a a a a 1/4" DIA. THREADED ROD siso csmP flor 177" THK. ACRYLIC FACE SILICONE ADHESIVE a 414.463.4010 fax, 414.4 &WO a o 122 & Mh 6t, Vim N6f WI 62214 a v .063" THK. ALUMINUM BACK GE TETRA L.E.D. PE , Glifli„' GEWHTU6) ULTRA i ! EXISTING STUCCO WALL 43"011 East 80th MMV o /"11 r K q Tulsa, OK 74136 BOND & GROUND ACCORDING TO N.E.C. SANFORD, FL a ARTICLE 600 & U.L. 48 STANDARDS License # A3c a `, q REMOVABLE COVER 4 1CUSTOM19t APPROVAL: I I IF — 1 I i I I DIM r- \i DISCONNECT ON/OFF AUMROMMOWURE TOGGLE SWITCH SW00030) o oei ll e GE TETRA ULTRA SUPPLY WIRE ii E 17396GEXNSWW) q i j I i III i WIRE NUT CONNECTOR REVISIONS : GROUNDING LUG GE TETRA ULTRA SPLICE CONNECTOR GEXNSC2) f x z Sul sir GE TETRA ULTRA I POWER SUPPLY s n i i i (L ' (GEXNPS30) GE TETRA ULTRA END CAP I I I I GETMECI) s 4 i 1 i _________----°---=1------------- U.L. APPROVED TRANSFORMER BOX 6 a (BX00465) 1/4" DIA. NUT SERT PRIMARY ELECTRICAL SUPPLY & FINAL HOOK—UP TO BE DONE BY A LOCALL LICENSED ELECTRICAL CONTRACTOR GAO AMP$ 0120 VOLTS PK 72 L,fFT ) WEEP HOLES AS REQUIRED SEALTITE CONDUIT N.E.C. ARTICLE 600) SIGN STYLE: FACE —LIT LETTERS COPY: *AS NOTED o ° LIGHTING: LED SECTION VIEW SCALE— 6"=1'—O" QUANTITY: (2) TINA JENSEN OF DMWN BY JTW DATE 05/15/08 SCALE AS NOTED SHEET 01a B — 37998 fl] A8 At A I I COLVMN FlT SiIOAN Fqi CIMITY ____ w..—.- 1 NO fib' l I I _ _ . x xF.c- n.11. W Viii'rainilp n nmami iiii iCi ii iii r i t ENLARGED DRIVE THRU 5 ELEVATION NorE caaRD. MASGrrxrGPErvF+Gs A9 SCALE: ,,,=1'-O" WTRi pMIEfY FROVRIEDEWIP. A6 qi T I y _ 9TMIgNG SEAM METAL ROOF FRE+lrv19HED METM STANDNG 9EAN NETAL 3 2 ROOF S O.'RIOGE Il T TIT PHNIED MEfPL Ca ONODOVlI. '%R 31 9T000OOVERDENSCiAR9 FASCIA IIW.1 e 1 Tg R101 SEAM ELF.S. OVER COLUMN METM ROCFM ROOF GWIGI4=T g P w.MNG I T QtP CCM. GUifER G 1 DYER CENSGLA55 E I F 3. DET mPI E.I,F.9. DETAILINGIT-) O 3Q f D`/gER CONT. GUTTER STUGCO OVER J GFN9GLA99 J STONE VE`EEli OVER A'Y .' T 3IOF£VENEER—R PMIEL EF9 DEfPkYJG a COLUMN RYP. OF <) awns ...ri Ti- CONG y MCK VEPEER JIN' STUCCOO IJIM (Iv l ewnc Jawr OVER GONG. SI m TI d c—CANd M.1-6wmwpTmS 6K lga. NM9i( aM.) V-OI'iSCALE . 1/8"= 1'-O' v SRIGCOOYERPRECASTCONG PANEL PREGIS! CCNC. SILL RtIGc VENEER i f`VY ENT TONER A.- Rar —M it9 a1 -tom PAINED METM GIRTER AFD I I i OONN9POtR 9Y51EM (fYP) T SS BRING T. O PMIEL IS NM'_-e F ., WNLMWMED LIGMF FI%NRE SEE ELECTRICK hM STUCCO CONTROL JOWfRw.) STUCCOOYER CWO PANELL BRICKYENEER(ttP.l AUTdIATED —•— Bg1ARD RYPJ NIGMrDEPosrt TELLER MAGIfE S L COLUAN [1YP.OF 4) wEsr ELEvnnoN As SCALE: 1/S" = 1'-Q• Z N W iW W i ui W License # Z6 w$Y; Wo. Oa Oki G STANCMIG SEAM MEfI pLGGREE— S O N ROOFROOF DORI.IER IHEYONDI F QPR6iINe1E0ETMFIASGAjiYPJ 4 OJ ELF.fl OEfAM1NG (IYP.1 H •1• Z Q srtxco oYER DENSG_Ass Z eRl« uENEER O O W v H JW 0 LOW Taw F. UC. NO'. AR-W093t9 W KEY MAP: RIIdEHART ROAD a 1.7' I (SEY/NOLE L1NM>YJ A — — — _ PRA/ECT q L6Y66RY ro T ti----(7mJ v EA75'T. f0'(ry S4h42NOJ — — — — — LN7ER- SK'NS — — ELLZ'AP" fRayr EAYST. S' yb BYRI./F/NES/O[MDILK Q m7' J l\ANE A ° # IPEFfR ARCN/rFC7U I R600 L>A*W0l?M CAR 6'R,4yp PUNS M7,WS lo' EXsr. 4 erL 6 I6fN7E oEPDsrp 4600' 10' um . S7IYP ` IL \ Q EASEALENr ` myJ ( ) N LOT 4 A- BrImul RAWAV 24.00 1.21 AC, o ws S'r' H4V o > F, F° = 77. 00 8 0 5201 S.F. L Si 37 44' iwsT. 15' !/7/L/7Y EASL7/ENT EXIST. J6' PbaIT. S70PKASriI/ ^irY SWUREAAL6/LOF ANO h9ON AYMNSPY 6Y jib III 9 la"' i f J 16.00 F MWs 76' 6>pA POND 1 EII 2 L Rf7E OEWALA' t DRIW up pp {x 6• RM/ P i 908'-- 1 O pOII21. 08' ti FUG O C 20X, 7LAAV oPOLE s vcn ( 7YP) 4-000. 1I OF 4' L REAmlAvYK, YI gTYPE D' T co fnt µrye a, PS (7rP) I SW R20b' p6V" 16767ELASW07YPE (7rPJ J0 00' PLO pO, 9RAI UP 70' VAL/7Y ESVT I ----I APPRCI4LY/ DL MS7ER Q j L / 70 01/IIP57E7P ENCLLYSURE NREC7sr_ vS- 5?O SrQ. La4R ThERVLi(G4. S77C w Z OT 5 1'-O" " 1'6' s LaU µuWUUu IMNDLN"PED PMRWiC yqu. SIW TU RV FG+fA xl PAR —a WIIDENIIFM.nlwlSY10All. TD SIEA TUBE WJ3,/E' ChUNNM PLACED BDLTS. Mlle L gMS(fR6,— Vnn aCf, FSf:BLE' STUN IS R- - - - ---------- 2' a I' a U.16B" BftFl TUBE ER1FtD MO CO Mm m EYE Y-U'. PADADE WElDEO WRTER 41 CM, PNNi P6R /6118 Blv]( COFPEE CWtlRTE PIPE B:15E -SLOP[ iM DRAXACE 6' M — EL PIPE SUM W/CWC. ul"ll i, —Eo PN - - sHKL CDlF'ORM mTH x1+Mt VW N:U — CUDE9 — RE —BONS. HANDICAPPED PARKING SIGN NANDiGPPED PNU SIGN 9/29/Ua SCnLL NT.S. a sDUD WFBTE 21— PMAU:. TYPICAL PARKING SPACE DETAIL Q IT Yy 1., IFIT016,6Ae 1"SERffi •C" fLT(n. 1.'If) P roAltUN De611;16{L{LL 111VE.{Re[ LC(: R:AiGtD L eeRN(: ORwgBLUe CA[:ROIND W1'DI W+iR'IC I xerLEt-roueEO Lec:e9D.{D rw6onn mDeR Or. r m lTDM PoAnIDN DP SA:aI51LVl. !f EPLERDRi® OILY L eeacccxwqWIATEBACAI:ROU ID WCDI BLVK DPnQUE LL(: Ew.1v'D BORDER - - a.BCIEN( YDFN'1TM:1.1.. LLIL{VeA AEPLE('fDA1LE BYcic2exL :(:Rwq Ory dpN.W¢.aN 6 AUBTE BAC. Kf:ADLND WrtN BL{C1:oE{(joE L:evDR, RDeR T a. cusitiinI(owen r sP,eer y.cLuc Pnce 1(Y. DAD.L'CeWI'IH.sPS.nDN 242•Deifffi.NA A1.{L T oN L, mows iRltPlc cDNCAOL Devlr.Ps 6uu¢vi. M HANDICAP PARKING SIGN LL CF Tl4". slNSet r eu xe<Zumexe ns WNnBzRew< IaaADt: s .1; 41— Li mj HANDICAP SPACE DETAIL a h ONCRECE P. 11l . TeD o^ xlac I 1TIDNS7 b mzxsPnxrsm. rL{ Lzs ;.• BICYCLE PARKING DETAIL NteFtR'F(). 9RCIITIEITLR{L PL4N5 POR BIKE R{CK SPtCIPIG9T10N5] i QI" EXACT SIGNAGE SIZE, HEIGHT, KNISHES AND RENDERING M BE PROMED BY ARCH17Z-CT. rHIS INCLUDES 0/ REC170N4L SIGN (AS SHOWN ON AI/S PLANE, BUILDING SIGNS AND ADDITION TO EXIS17NO MONUMENT MOM 4Q 2. RAG POLE ANO 91IMPS7ER ENCLOSURE REOU/RE SEPAR T BUILD/NG PERM/Ts REFER r0 ARCHIMC771RAL PLANS FOR DETAILS, J. CALL ( 407) J02-1022 FOR SITE IIVSPECTON. CON57RU077ON OF SLAB OF STRUCTURE CAN NOT COMMENCE UNAL 0I7Y OF S4NFORD INSPECTOR MA7T MINNE70 H45 APPROVED ALL SITE PLANS 4. NO BURN PERMI7r/NG ALLOWED INSIDE THE 017Y OF S4NFORD 5 ALL S/GN4GE ANO STR/PINC PER FDOT INDEX 117346. CONSULTANT: NO. DATE, SUB ISSION / RF,VTS40NS: 1 12/ 21,07 SL'B]BTT'OSJRWRm 2 01/ 25,08 SUMUTTOMYOFSANTORD 3 03/ 24,08 RESUBIITTOUDOISWURD 4 04/ 24, 08 RF1'. PFR.4RCHIIBCI COhEIF.I IS DATE: DECEMBER 2007 JOB NO. 07-0255.2114 DESIGNED BY: IDS DRAWN BY, DD CHECKED BY: IDS/LWP APPROVED APPROVED BYIDS/LWP/LWP SCALE IN FEET. 1"=20' o rn' zn• 4D' PROJECT M- 24E: RINEHART ROAD COMMERCIAL - LOT 4 SITE PLAN/ ENGINEERING PLAN CITY OF SANFORD, FLORIDA SFIEET TDT. E: SITE PLAN SHEET NO.: C106 sr AL CN 6 it fJ c 6 F A 4, S N—Broads—.E/Nando,F 32814 Tr1.:407. 422.3330 Paz: 407.352.3329 v m Eng. Bvs. No.: 2565