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1381 Rinehard Rd - BC08-002610 (Directional Sign) Documentsr- - - --- -------- ` nxnn u.A y / ' ^/ " o".` { K RECEIVED. cf'c 2008Permit A, Jobuo _-_`/ s`me. | f,°° Permitflistoric District: Z. oning: Value of Work: S rinklcr/Alar in Pool Building^"'lectrical^~^— ---- - lechanical---- nJc gcu, u|: New S,=so wo[xx4rs xddi/mnx\\um/ivn_____ go[Scr'iu____ [cmp»m - --_ Mechanical:hxniou| Residential Non -Residential ___ u m,m____ Npv____ (Duct Layout & Coc Cu|Y c Required) Plumbing/ New Commercial: wo[Fixtures wv[Water & Sewer Lines_ wvf Gas Lines mumhiog ewm m, nt|:worv/u rC|v ts_______ p'uomiocm,puir-xosidxnuu[o,Cownn/u/ Occupancyare Type: Residential----- Commercial- for other th»" xl ' Flood Zone: — (FEMAformrequired 1<N111 AITI H Ali')\ RECEIVE[ Qlre,vz l l)att 9/s u SEP 16 Z009 5 ` Job Address: - _---',C }l - r .. , Description of Work '_ 1tli . I d f; fit. Historic District: 7,onin_-__ Value of Work: 5 Permit Type: Building i/I:Irctrical lechanical _ Plumbing Firc Sprinkler/Alarm Pool Electrical New Service - of AMPS Addition/Alteration Change of Service -.__-__ I c"ll"lry Pulc _ Mechanical: Residential Non -Residential _- Replacement New __ (Duct Layout & Lnergy Calc Required) Plumbing/ New Commercial: 11 of Fixtures __ __ N of Water & Sewer Lines N of Gas Lines ._ _. Plumbing/New Residential: q of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial I,-'- Industrial Total Square Footage: _ - Construction Type: p of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel k: 3 c - ( (- V -- Q p - 000 c) 00' Q (Attach Proof of Ownership & Legal Description) tf,V.c Owners Name & Address tp rl'I r v1 C n 7 9 [ y K C f y tPl Ife Fh (T Ci _2 5 ( Phone: - t Seri - <. /5-7'/ J0 4vc Edj t _ Contractor Name & Address: I i4P e IF} 9Y <, W1 igg C 'G el 000c) / 05 r 3 y / State License Number: e 5 Phone az• ( -`1 0 'yU ji Contact Person: - 5- Phone. 0 7-:2w v Bonding Company:_ ----- -- Address: Mortgage Lender: Address: Architect/ Engineer: ` vK( t (A / Phone, q> O I CAS G i.15 r4 r 0 K -% Y1.3 Fax: Application is hereby nude to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction • I understand that a separate permitmustbesecuredforELECTRICALWORK, 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 taws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NQTI E: 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 thiscounty, and there maybe additional permits required from other governmental entities such as water managernent districts, state agencies, or federal agencies. Acceptance of t is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. w Date ignaturc of wncr/Agent Date Signature o Contractor/Agent e traetor/A ent's Name Print Owner/ gent's Nana Pn g b '3' atuCl Date 1 r,.( Nor y-Slv, Florida Date Signatur of Notary -State of Flonda SQ LU Z a 2 p >< W a Owner/Agent is Personally Known to Me or i Produced ID Lir l. Le O $2 5aOn ATION APPROVED BY: Bldg initial & Date) Confractor, Agent is PrnallKnown to Me or Produced ID FF 0-:8lC>_. Zoning: - _ _ Utilities: Initial & Date) ( Initial & Date) onduions. G - byvF, q cal S ' U —._.- FD: Initial & 9 - hp LaserJet 3015 CITY#OF#SANFORD i n v e n t 4076885152 Oct-1-2008 1:53PM Fax Activity Log Job Date Time Type Identification Duration Pages Result 423 9/30/2008 11:05:51AM Receive 407 847 5405 1:51 3 OK 424 9/30/2008 11:12:22AM Receive TIB Insurance Broker 1:17 2 OK 425 9/30/2008 11:18:21AM Receive 407 884 6014 2:18 1 Comm Error 232 426 9/30/2008 11:25:01AM Receive 407 884 6014 0:25 1 OK 427 9/30/2008 11:44:38AM Receive 3217270810 1:53 3 OK 428 9/30/2008 11:52:53AM Receive 239 418 1219 0:52 1 OK 429 9/30/2008 12:34:63PM Receive 4076291699 0:33 1 OK 430 9/30/2008 12:44:27PM Receive 0:38 0 No Fax Detected 431 9/30/2008 1:16:03PM Receive 0:44 3 OK 432 9/30/2008 1:49:1OPM Receive 407 302 0851 0:47 2 OK 433 9/30/2008 1:55:57PM Send 94073304059 0:44 1 OK 434 9/30/2008 2:31:31PM Receive 7724086093 1:11 5 OK 435 10/ 1/2008 9:12:12AM Receive 4077888555 1:31 4 OK 436 10/ 1/2008 9:32:10AM Send 913867284633 0:00 0 Busy 437 10/ 1/2008 9:33:31AM Send 913867284633 0:00 0 Busy 438 10/ 1/2008 9:35:17AM Send 93867384633 0:17 0 Stop 439 10/ 1/2008 9:36:09AM Send 913867384633 1:29 1 OK 440 10/ 1/2008 9:37:43AM Monitor Dial 0:00 0 Stop 441 10/ 1/2008 9:38:50AM Send 913867284633 0:00 0 Busy 442 10/ 1/2008 9:40:25AM Send 94073024699 1:09 3 OK 443 10/ 1/2008 9:43:39AM Send 918139078088 0:46 1 OK 444 10/ 1/2008 9:44:30AM Send 913867284633 0:00 0 Busy 445 10/ 112008 9:49:55AM Send 913867284633 0:00 0 Busy 446 10/ 1/2008 9:52:18AM Receive 0:26 1 OK 447 10/ 1/2008 9:55:15AM Send 913867284633 0:00 0 Busy 448 10/ 1/2008 10:14:01AM Send 94073333853 0:31 1 OK 449 10/ 1/2008 10:41:11AM Send 94076281057 0:45 1 OK 450 10/ 1/2008 10:52:37AM Receive 3864232333 1:35 3 OK 451 10/ 112008 11:22:27AM Send 94073333853 0:00 0 No Answer 452 10/ 1/2008 11:37:43AM Receive 501 666 2280 6:27 5 OK 453 10/ 1/2008 11:45:11AM Send 913527357191 0:42 1 OK' 454 10/ 1/2008 11:46:18AM Receive 407 322 1205 2:16 1 Comm Error 232 455 10/ 1/2008 11:48:39AM Send 918139078088 0:47 1 OK 456 10/ 1/2008 11:51:33AM Receive 4:23 2 OK 457 10/ 1/2008 11:58:33AM Receive 407 322 1205 0:35 1 OK 458 10/ 1/2008 12:25:19PM Send 919546289622 1:56 3 OK 459 10/ 1/2008 1:08:50PM Receive 0:34 0 No Fax Detected 460 10/ 1/2008 1:12:27PM Receive 0:39 0 No Fax Detected 461 10/ 1/2008 1:25:34PM Receive 4078983781 2:21 2 OK 462 10/ 1/2008 1:41:08PM Receive 407 648 1070 0:39 1 OK F I Sep 30 2008 10:378M CITY#OF#SRNFORD 4076885152 p.1 Date: 9.30.2008 Re: Permit 08-2610 Sign M and I Bank To: Magee Sign Service Phone: 813.907.8088 Fax: 813.907.8088 Email: PLAN REVIEW COMMENTS City of San Building Divi 300 H. Park Sanford, Florida 33 Fax: 407. The following is a list of comments on the above reference project. 'The comments need to be addressed before the _planscan- be -approved. Changes to plans shall be submitted on the same size format as the original' submittal and signed and sealed by the Architect or Engineer. 1. Please indicate the wind speed, importance factor, wind exposure, inter pressur_ e_coefficient, the design- pressure for components -and -cladding, and the building height. Also include the heated area of the building a the total area.. Refer-toFBC 1603.1.4. and FBC 106.3.5 Minimum plan review criteria for buildings: „ 2. The plans shall be signed and sealed by a registered architect or engine RESUBMITt'AIS Please "cloud" all changes items so we can clearly identify revisions. Please submit all revised items including building, mechanical, plumbing, electrical and fire at one time. Thank you. If you have questions regarding this plan review, please telephone me. f;-K- Michael Christensen Plans Examiner Phone: 407. 688.5150 Fax: 407. 688.5152 Email: ChristensenMOSanfordfl. gov Tll Dive I City of. Sanford Building Division 300 N. Park Ave Sanford., Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 Date: 9.30.2008 Re: Permit 08-2610 Sign M and I Bank To: Magee Sign Service Phone: 813.907.8088 Fax: 813.907.8088 Email: PLAN REVIEW COMMENTS The following is a list of comments on the above reference project. The comments need to be addressed before the plans can be approved., Changes to plans shall be submitted on the same size format as the. original submittal and. signed and sealed by the Architect or Engineer. 1. Please indicate the wind speed, importance factor, wind exposure, internal pressure coefficient, the design pressure for components and cladding, and the building height. Also include the heated area of the building and the total area. Refer to FBC 1603.1.4. and FBC 106.3.5 Minimum plan review criteria for buildings. 2. The plans shall be signed and sealed by a registered architect or engineer RESUBMITTALS Please "'cloud" all changes items so we can clearly identify revisions. Please submit all revised items including building, mechanical, plumbing, electrical and fire at one time. Thank you. If you have questions regarding this plan review, please telephone me. Michael Christensen Plans Examiner Phone: 407.688.5150 Fax: 407.688.5152 Email: ChristensenM@Sanfordfl.aov 10-14-08 POBLOCKI & SONS Sht.1 of 3 File : Poblocki314.mcd Site: M & I Bank Sanford, Florida Sign Type: 4'-0" OAH direct bury single pole for 3'-0" x F-8" panel on a 3" below grade caisson footing. Drawing No. B-37998 sheet 05a rev. 4 dated 10/14/08 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 H, Hurricane Prone Regions with V > 100 mph. Velocity Pressure Coefficent at a Height of Less Than 15', Exposure C : Kz := 0.85 Topographic Factor: Kzt := 1.00 Based on 6.5.7.2 Wind Directionality Factor: Kd := 0.95 Based on Table 6-4 Velocity Pressure : ( PSF) qz:= 0.00256•Kz•Kzt•Kd•V2•I qz = 29.768 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 = 37.954 Use: WL := 38.0 Reference : 2004 Aluminum Design Manual, The Aluminum Association Tube: 6061-T6 Temper and Alloy Fy = 27.0 ksi. ; Fb = 19.00 ksi. ; Fv = 12.00 ksi. Reference : American Concrete Institute, Code 318.04 Rebar : ASTM A-615 Grade 60 Fy = 60.0 ksi. Concrete: 3,000 psi. compressive strength at 28 days. Summation of Stresses at Grade: 30 Sign : Sgn := (3.0.1.67•WL)•I ( 2 I + 1.25J Sgn = 523.545 ft.lbs. 10- 2..375). j( 0.521 _ ft.lbs. Upper Pole: Pole:= 52• I I WL•L— I + 0.25 Pole - 1.995 12 2 J Moment: (ft.lbs.) MtGrd := Sgn + Pole r rMtGr). WL] d = 5125.54 Shear: ( lbs.) ShrGrd:= (3.0.1.67•WL) + L1.0•I 12ShrGrd=196.713 2 Desip-n of Pole Structure at Grade : Section Modulus of Tube: ( in.3) 2" x 1-1/2" x 1/8" wall - TubeSM := 0.378 y-y axis ) Bending Stress : ( psi.) fb := MtGrd• 12 fb = 16683.794 TubeSM Unity Check - Bending: UCBnd := fb UCBnd = 0.878 < 1.00 19000 Area of Tube: (in.2) 2" x 1-1/2" x 1/8" wall - TubeArea := 0.826 jeit 'L, vntttn, Yt 4 01, East wh Tulsa, OK 74136 license i,L92 9. j 10-14-08 POBLOCKI & SONS Sht. 2 of 3 Shear Stress : (psi.) fv :_ ShrGrd fv = 238.152 TubeArea Unity Check - Shear : UCShfr := vUCShr = 0.02 < 1.00 OK 12000 Unity Check - Combined: UCComb UCShr + UCBnd UCComb = 0.898 < 1.00 OK Design of Caisson Footing: Overturning Moment: (ft.lbs.) Ma := MtGrd Ma = 525.54 Shear: ( lbs.) Va := ShrGrd Va = 196.713 Applied Lateral Force: ( lbs.) P := Va P = 196.713 Allowable Lateral Soil Pressure: ( lbs./ft.2 per ft.) LP := 200 Diameter of Round Footing: ( ft.) bl := 0.75 Distance in Feet From Ground Surface h := Ma h = 2.672 to Point of Application of "P" Va Depth of Footing Below Grade : ( ft.) d := 3.0. Height of Concrete Footing : ( ft.) d1 := 2.75 Depth of footing below grade : ( ft.) Dpth:= d — dl Dpth = 0.25 LP- 1.33) t' Allowable Lateral Soil Bearing Pressure Pursuant S1 := dl • S1 = 243.833 x to the 2006 International Building Code Section 3 0 1805. 7 and Table 1804.2 with 100% increase for allowable 1/2" deflection at grade. A := 2.34 P A = 1:259 S1. 2.0)•bl ? VPN Of d2 := A 1 + 1 + 4.36 h = 2. 644 < dl = 2.75 OK C2)C 0 Check Tensile Stress in Footing: Overturning Moment About Heel Point: (ft.lbs.) Mh := Ma + (Va-dl) Treat as a cantilever at bottom. Compressive Strength of Concrete: ( psi. ) Yield Strength of Rebar : (psi.) Section Modulus of Footing: ( in3) Sw :_ n•( bl•12)3 32 r( Mh 12)l TensileStressinConcrete: (psi.) ft := L J SwAllowable Concrete Stress: ( psi.) Ft := 0.65•(5•,Ffc) Mh = 1066.501 fc := 3000 fy := 60000 Sw = 71.569 ft = 178.82 OFt = 178.01 = .82 REBAR NOT REQUIRED FOR ST d1v 10-14-08 POBLOCIU & SONS Sht. 3 of 3 Check for Temperature and Shrinkage Steel in Caisson Moment for USD Design : Mu := 1.7-Mh Mu = 1813.052 d := [(bI-12)•.80] — 4 d = 3.2 To Plot for" ju " : coeff ;= Mu-12 coeff = 0.079 ju := 0.83 fc•bl•12•d2 Use yield strength of direct bury tube to check. Yield Strength of Tube : ( psi.) fy := 27000 E Required Area : (in?) As := Mu. 12 As = 0.337 ju•fy-d•0.90 Reinforcement Requirment : As = 0.337 TubeArea = 0.83 No rebar required with the direct burial pipe. b12•dl Quantity of Concrete : ( yds.3) CY :_ CY = 0.045 4.27 Note : Keep bottom of tube 3" from bottom of footing to create concrete cover for water exclusion. O I M 20" 2 1 2 x 1 x THK. AL MINUM CHANN L iv i i 1 /2" x 2" x 1/8" THK. AL UM TUBE I I N 080" T . ROUTE OUT ALUMINU FACE VINYL APPLIED st SU CE a I I I I I I NOTE: SEE DESIG SKETCh COL R & F NAL LAIC N 2" 9" DIA. 0 EEI== II=1=1=1 W;=.I 11=.I I El I I Hl d I = I 11=111-1 I 1=! I I FRONT ELEVATION SALE-1"=1'—O" W 2 3/4" I II I — II 1 1=I II 111s 1 —1 PERM9 # 2 1 o-- 414.4019 (m,414. I n a 70 It, Wed 7ftW1 WN V16LWPROJECT M&I BANK gm 1 1/2" ff L. Griffin, PE 1 = = I I —I I I— — 11i = iI=- Jul [U)i Qsj"l 1 09/08/08 J.WENZEL 2 09/09/08 J.WENZEL III=! 3 09/16/08 SNIP O 1 1-1 I I I I 4 10/14/08 SMP L -U. 9" DIA. SIGN STYLE: POST & PANEL COPY: -*AS NOTED LIGHTING: NON —LIT SIDE VIEW SCALE— 1 "=1'-0" QUANTITY: (3) D/F f/ SANFORD, FL CUSTOMER APPROVAL : ua oncs wwse E 17396-C ICE REVISIONS B Ioau[ TINA JENSEN own JTW DAM 05/15/08 eaue AS NOTED 0 aim 05a REVISIONS B Ioau[ TINA JENSEN own JTW DAM 05/15/08 eaue AS NOTED 0 aim 05a QUANTITY 3 —14 El Other rvn InpNVIrFKI J GOrilplele0 DECORATION l : &F D/F POSTS SIZE IN 2' A 1 112' 3' x 3' Other SHAPE L Square L Hall -Round Reelangula• Round L Otrwr REVEALS None r- trz' i' Cr r other COLORS FACE POSTS Paml AK2.0 Bru9hed A Z 763f1.97 Bnsb18 3 70 - 1 2 3/4" side a side b side view 11. DOCUMENT IS OWNED BY, AND THE INFORMATION CONTAINED M IT IB 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,' CDDynghl By Pnblock S.gn Company, LLC. i POBIOCNI PROJECT IN WA BANK 1381 Rlnehard Rd Sanford, FL CUSTOMER APPROVAL r AUTHORIZED SIGNATURE DATE WORK ORDER NO. E REVISION NO. 04 sek 07129,0818YOL! MISSING INFORMATION r Color (s) Copy ACCurale SZe IS, Clean artwork Other REPRESENTATrVF Tina Jensen DRAWNBY Sarah K— p_-w DATE 03 el lH BCALE SHEET DRAWING NO 37998 QUANTITY 1 E 2 3 04 Other SURVEY N/A Required Completed DECORATION S/F D/F POSTS SIZE 2" x 1 1 /2" 3"x3" Other SHAPE Square Half -Round Rectangular Round Other REVEALS None 1/2" 1" 2" Other COLORS FACE White POSTS Paint AKZO Brushed Aluminum 1 3M reflecti!vmyl0-75 Blue 4'- 0" P 0 0 L 0 C K I S 16 o C o m P H n Y 414.453.4010 fax:414.453.3070 922 S. 70th St., West Allis WI 53214 I 1 PROJECT: N" BANK 1381 Rinehard Rd Sanford, FL 2 3/4 This document represents only an approximation of material colors specified. Actual product colors may vary from this print or digital image. CUSTOMER APPROVAL: AUTHORIZED SIGNATURE ATM ATM DATE WORK ORDER NO. Drive -up 1 Drive -up E REVISION NO. Lobby Lobby 06 sek 08/8/08 qty MISSING INFORMATION Color (S) Copy Accurate size (s) Clean artwork Other REPRESENTATIVE Tina Jensen side a side b side view DRAWN BY Sarah Koepsel DATE 03 / 31 108 M SCALE 1" = V-0" SHEET 04 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, 3 M DRAWING NO. 4 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. %99H 20" 2 3/4" 9" DIA. 9" DIA. FRONT ELEVATION SCALE- 1"=1'-O" SIGN STYLE: POST & PANEL COPY: 'SAS NOTED LIGHTING: NON -LIT SIDEVIEW SCALE- 1 "=1'-0" QUANTITY: (2) D/F 414.453.4010 fax: 414.453.3070 922 S. 70th St., West Allis WI 53214 PROJECT : M&I BANK SANFORD, FL CUSTOMER APPROVAL oME ON06t mjlR E REVISIONS 1 2 3 4 5 6 I@I rtANE TINA JENSEN DRAWN BY JTW DATE 05/15/08 AS NOTED wEEr 05a DaWmic B - 37998 KEY NU,P. R/NEHRT ROAD aK, N; vr 10cosr al. Zs7 At9T — EN7EP' SA- — — — — - -- ELESMM L=— T21A9?99CR -------- N w 3 Aw f g fmaNr LM l I 00 ARLKWFD G4P J I. AIwP PLAW etals p 744 I •AH'W A'r ARM !p• ppCtq/ f600' rLIB9£ILParcwLA4c EAszxmr ` Mr) ti L OT 4 AM II POND 1koI (rL i I_ P o I —2*'' 1.27 AC. g I K5 3 REr I 1 ' 6U/LD11VO 1AMMV o Sir=]..' F.F. = 77.00 1 LA,SFu• u191n' MEM T DOT.LsG' PSRIF. 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FNNt PLL 14I [ 9Ln']c corn¢ COKA[i[ P?F exSf - GLOR FQt GItMa.G[ PM11G tw ST_EL PFc RLLS RA[ .rt.} 9• IRa coNc. ens[-- G tl0 1UI44R tD FPFaxc SIGN fNlal DwdW IIIM CWRo:I gM[ Nro :a' WK9 MD M£Wt twR HANDICAPPED PARKING SIGN IMmc—o m SIGN I9/mv. 9ENL; RT.S. a• sxm s>rrEvtPncm'Pa wE m g vM(On[: e TSvevnGu TYPICAL PARKING SPACE DETAIL Ir —i isTrx,.uersm s-(- T RE1DY.rt srou Lw. 3.IL,K A ROIM7<[E[m 1:v(iLaeelN<: tia,DD) eLLT IF M wmla,Inn PNYp n D[a T(1M)V ItIRiI(N DT VfLu .aLW. PlYE IL,KARe11PFlY%rt[FD qaT u oReE wt•emrie i.,o ovnciL a (:ew nw nowDea LLE;I(TIT'N:,'Ee1 31(L fiNll(L,K., i[90 RFlE b A0'IEflnA16 ;E1(:L etlLLVt: ceNDP{ p1YYWeIR YI Te. wsT.,iL.,n(ry N art Dr sR:u srtw. se c m LWll'D1WAf['If. LFLY[RtH DEVICef@ ) T rW HANDICAP PARKING SIGN ecuLnlusrmer ttix Reaexvty xwmleuvc r 11M1IItE DL,EFiV.L. 1 HANDICAP SPACE DETAIL i C.QVQeffi e,D wvmlTeov-auac gixylTR Ws) Q, [[f PARLIV[: bt1115 BICYCLE PARKING DETAIL pleFURTo naanTunlR.v.PLtN$ t\ tna stRn ann: srtt:ttx.nncxas7.l"l PICTORIAL VIEW Q1. EXACT SzmcE S/IL: H6CHT, FNv/3HES AND AV&fMW M BE PROMM BY ARCH/7ECT. MS A4:YLA9ES LYREC770AW 510V (AS SHOW aV 7N/S PLANE, BU/LO/NG S/GNS. AND A00MOV M LW7A1G' A/LAVUA/EN7 S10N. Q 2. RAG PaE AND DUA/UMN ENCLOSURE REOUIRE SEPAR47E &&ANG PEAW17S REFER 70 AAYaY/lErn//AL PLAA5 FOR &7WS. Z CALL (407) 302—l022 PW .s/TE /N_5MV AV CAVSIRU AM OF SLAB OF SMWTURE CAN NOT C0A4 A4X MM 017Y OF MNFOWD AVSPWra4? ANTI ANAAVE770 MS APPROVED All S/TE PLANS: 4. M BUW PEA31//T77NO ALLOWED AVWC ME CY7Y OF S4M[OR9 5. ALL SKWACE AND STRIPYNC PER ,wr lwx 17346. CONSULTANTF: NO. DATE SUBIBSSQON / UNISIO,NS•. 1 12/2107 SL'MMOS)RUD 2 01/25.06 SUBVD'TOCDYOFSANTORD 3 03/24,06 RFSU8WTTUCM0fSANFURD 04/24,06 RR'.PFl.%Q 7EFCOABAF;h'TS DATE: PECEMBER 2007 JOB NO, 07-0255.2114 DESIGNED BY: IDS DR.'1WN BY: DD CFIECKED BY: IDS/LWP APPROVED BY: IDS/LWP SCALE IN FEET: 1'=20' 0 1 PROJECT NAAfn RINEFIART ROAD COMMERCIAL - LOT 4 SITE PLAN/ ENGINEERING PLAN CITY OF SANFORD, FLORIDA SHEET TIIT.E: SITE PLAN SHEET NO, C10G SEAL: N 0 4750 Nee Brow 5m O)dmda. FL 32014 Td: 407.422.3330 F. 407.3523329 vw cam E g. Bu.. Nu: 2565 mf Is 0