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101 Gordon St 00-552 New constructionSUBDIVISION: ZONE DATE�7-qff CONTRACTOR'S t14ri� l�v ADDRESS PHONE # LOCATION OWNER - - - - ugga*v PHONE # �1 PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR % 6 CC , ADDRESS PHONE # MECHANICAL CONTRACTOR �+ �L� ��� ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS () FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCH I ECTURAL APPROVAL DATE: _ PERMIT # ', `� LOT NO. JOB �(�ii,�/ C%I'� BLOCK: COST $ FEE $ STATE NO. FEE $ J FEE $ c L2 FEE $ �a 10 SECTION: SQUARE FEET: 9 3 MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE fIT-19 l 3 P ER S, -c - CF TO exisripit. 04vicle AMD/ s F WIRING DIAGRAM SYMBOL DESCRIPTION MODEL NOTE I O PRE AI-A-0-q 61 cu)/ V/ QawTeo-L- PAf,— 5,z o 7 Mo-Lw-T— r-IRC- ACAa,,-1 WA--�Pf--� Eex FAt-tR-�� lll�l 6ell kcAp,/-i Ymw OY 1 115 -1/14 G aes 11%.5T4a-,4-TIOA) Op �1,4,ql" 5 plkc 6�, )n/ an/ A-4eOepAlt-6 0 a74 A 0zcIV E, e GO REVISIONS BY z4l-� oo L G DRAWN CHECKED D Tr SCALE JOB NO. SHEET OF SHEETS NAL PRINTFAST NO. 186A - 24x36 -11 REVIS(OI'IS BY INAL PR/MMAS7 NO. 186A — 24x36 -1— �m LL- V ✓ O m 0 a- 0 coOr w W cfD 0 sf)o -. 0 Q Qa o �------ Q DRAWN CHECKED D TE SCALE�� JOB NO. SHEET OF SHEETS I I SANFORD BUILDI; -G DEFT. —NED A� MONALLY -jjj=== R=—Jl= — MD COND R PSRMff� A PERMIT ISSUED BE kl, --rCEPT=O FOE C.OlisTRUED TO BE A UCEMSE TO PROCEED WITH 7fiE VIORK AND NOT AS AUTHORITY TO VIOLATEE, CANCEL. ALTER- OR SET ASIDE ANY OF THE pRO,jj=.Gj-;S OF THE TECHNICAL CODES. MOR SHALL JSSsjAj,!C=— OF A PERMIT PREVENT THE BUILDING O==i-T FROIATHEREAT TER REQUIRING A CORREC- r0U OF ERRORS OTHE PL—%i,!S. CONSTRUCTION TN Cv 0i 3=-.,134fcf '--,Gde3 ffl effect.- 81-61dlng Code 1997 ed. F" 'blflg hf-�orle 10,07 ed. !ar me, - all' :c-al Code 1997 ed, Code 1996 ed. Ct'I'C-vje AMEEND.-VIENTS FL- Ac--=s3ibil;bl Cc FL. Energ d-ss 1997 Y Code 1997 4 OFFICE COPY FINAL INSPECTION REQUIRED PERMIT #�� rryti: _mw.,,,.*s ._...=.v..st-:a,u,.v.Iixxa„s.a,,.,..+'<,-�S»W.,ww�"a..'w.,uaiio-.,`Y-w7«=.w,-.L":ks~ra3�.Hs 16 /61 _ i i l 1 NI I `,:r nVPr 0111��a(2(12 4eei 15EUJ5 @ 16, C) -C : it l or Circular 3-mirs are INIOWable _ .. -Plan 5tructural ° ... e - H O H r ` �1021.1 NUW� P\, Or ► i `�,\J, - - - _ - - -- - --- ---------- r ` N027,H 5I�fGU �X . A eiri..�le em-b i� p rmi��;e-j iol �,hr 1p MAxirlur� SpAcE OGCU CrIGS v�hen tle� t�lr thv,-,'fid,I �V�ir�rj l.�fti�i �iifii`i53 I riii e �ceGt:' 2, ��00 51, f t' 22 ifi"1 (� -, �`' .Ie of 'fir avel Wlv e i C4 r noU - - P100 .8,; 5 Circular 5tairwag5.5hall be perl'11iUeldl -fi ae a cornponer> , in the meane of egre55 provid inci the im,1 ? i ��� r� �e �;1 or Tread i not le55 -Marl I I inches C 279 mm) rrleas�urecl 12 irlc:i`1c--5 L `0� rnm) frorrl 'rhe 5maller raAu5, :and the 5maller radius 115 rioL le-5 1,d'i%in i�; ice one �vic���l of the SGalrv�1!�, In GrGup- �J Occuparlcie5, circLla, 5.'�,i, ri`I iL( have ,, � � � i is � s - rriiriirriurrl dread - c�� .lrlc>� C 229 rim) v/i'Ldh l is ��� �. i> t ��n) o and the --Irn lller radius maq be le55 than Je � ;_; �;1 !,--� 9bAirr s Ln --n,- i ri�A/nv tL s a n . + a 26 guage multi -rib roof on °Z" pur lir vvii-h 4" ihi` .;k vinA bacl i,,�. lcjtlon i ructurcl steel Main r-rome _ 1 - j 1~'11atal Panels over 1/2" plywood on wood trusses 1. 12-1.9 insulation over 2'x4m' reflected ceiling ---_ _ R-11 Insulation t9'� top chord of truss 2 -1/2 "concrete ,over matal cl ck ors 1C� guava purls �` -- --- — R�11 insula-don ov r ?'x,4 refiected c it-4Va i) i'-1— canine Level to h ve .� 1/:�� ni tui GED mez-canine area only Ca) '16" O.G. � i n 1/2 ar- cjli both .video feet above fini-shad floor . l --- — — — - Ij — t its r. 8" C.M.U.or YT©NG Panels t } /lam' n rg:U a � ,C>P y 10v i ccV0 it, �, lJ 'IT 3to, I I PLAINS e. OPA\" l 6Y L Daniel K. A�recco cHEcr.� Fi Kevin J. Spalski DATE 23 March 1 0'9 .�i A,s Indicated J05 NO. SHEET OF as �Yr DEC o a 1999 71'PI `ALS AND DETAILS nX PUN REVIEWED CITY OF NFORD . . . . . . . . . . MINM5 MMOM COWN1,101,15 Wce MITIN A5 M M% 16' X 12' M11 A5 ft FOLNPA11ON MAN PMN12 CONCI flit:.P51 CONGM 25' 4:0. POM5 @ 91, O.C. ��(211 IN LZI\16TH (2) # �O POM5 PWF 51_10P/4' 5-11 1IR 51-10,A3, COW, @ rMMIZ — 10, A,5"X 46GONG. REP, ol 156 IN [,�N6TH r3' SECTION 4:x4: SIC)EWA-L PIER 316 C___r_0 0 U U r If) =a j12' -5 -�O 3/4 7 _14 116 r C )of 20' 20' 20' 20' Iv IV) — --------- ---- (2) #70 HAIRPINS AS PER 6" recessed FOUNDATION PLAN _U ANCHOR BOLTSASPER 3000 PSI CONCRETE MANLJF.,,4,NCHOR BOLT PLAN 7-3 5/8' Qj Cf) V, CN • J, 4.,..i (8) #50 DOWELS 72'X 77 GONG. PIER 7-3 5/8' -SECTION ro'X 0INTERIOR PIER, 1/7 T- (7 4:-8 1/2' SECT�oN e _ � 4! 7 0 Interior (1) #5 hook, dowel Finished Grade 2" below F.F. 1 11-9 dl� - with G" bend 9 fi-9 (typ) 2.5 —3000 PSI CONCRETE 0o K ':�QOO P-131 Concrete on 6 n1_11 iw over 95% dens! `-5 ,'' .. . `" �olIj a ted rleanfill dirt, with no 0 K sh eqired'-, elded wire me-.) ru 2) #50 DOWELS 12 7 r p a-MeOT TOrvermin and termll-rQ1!5. lop A SECTION 10" X 12" F70 SECT�oN �VI/ _.. ___47 61 I. ��` M B . Mn j V Precast Concrete =r with (2) #40 - with 2500 PSI Concrete (1) +t.541 v er i. Downcell < I PSI - Concrete ,4:'VIn-y1 Cove Base 8, C.M.U. / ;,tucco V.G.T. Skid Resistant Flooring over Concrete Slab I 8"x8"x1G" GMU Block (1)#50 Hook Dowel 1.2- (2) #50 (Cont.) Typical Header [Detail Typical Footing _Detail (at Open Entry Areas) Scale: 1, = 2' Scale: 1" =2 20, 20' 100' I x 4- 1 fS kl 1 3-26-99 KJ5 2 4-19-99 <JS 3 4-20-09 KJS 4 4-23-99 K_J5 M I I I ro-1-9-30-5AE-30OA-0000 mGENERAL NOTES: GORDO�N .. ari.:�;. ,....y .._•.s�� _ :- _ _ 1. ALL TRAFFIC SIGNAC'E/STRIPING TO COMPLY WITH THE MANUAL ON L.andsca e/Gres Area.� � ; P P )x'�UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION AND F.D.O.T., STANDARDS. Total Pervious Area: 21,217 Sq.Ft. = 34.896 2. H.C. INDICATES PANTED HANDICAP SYMBOL WHICH MUST' COMPLY 0 RE)mTR T WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. (COLOR: BLUE) 3. HANDICAP SIGNS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC - --- - ua _. - - _.z - R09i _.r DESIGNSTANDARDS INDEX 17355, TYPE FTP25ARQNG CALCULATI NS:a:�ay F LO (" � - y 4. HANDICAP STRIPING SHALL BE 4 WHITE 4 BLUE PANTED STRIPES PER CITY Parkin Re uired: Sq.F°t. Spaces OF SANFORD STANDARDS WITH HANDICAP SYMBOL TO BE WHITE, 4" APART. g q HANDICAP AISLES SHALL HAVE 6" BLUE STRIPING 5' O.G. @ 45° . y _ 5. PARKING LOT STRIPING SHALL BE 4" WHITE PANTED. _ Warehouse: ro. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL 9 ` - BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, EXISTING (2) Spaces plus (1) Space per 1000 S.F. of Building square footage over BEFORE COMMENCEMENT OF CONSTRUCTION WORK, UNLESS Y 40005.F. - - _ ....SPECIFICALLY EXEMPTED BY THE_PLANS. Total Calculations: _ __ _ _ -- _ -- - - —---___-- ___—_-- _- _ _ -- - 7. ALL MARKINGS TO COMPLY WITH THE FDOT ROADWAY AND TRAFFIC 10,470 S.F. minus 4,000 S.F. = 0,470 S.F. / 1,000 S.F. =7 spaces, 4 £ _. DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC DEVICES, AND j plus (2) spaces for first 4,000 S.F. =totals 8 spaces for the warehouse =F'` I THE SEMINOLE COUNTY LDG, APPENDIX 'AN, AND TRAFFIC STANDARDS. STOP 51GN TO BE 30" HIGH INTENSITY STOP SIGN. STOP BAR TO BE 24" WHITE THERMO PLASTIC. CENTER LINE TO BE 4" DOUBLE YELLOW ' Office: .. THERMO-PL 5TIC. (1) Space P q g ace per 200 5.F. of Offices square footage. 8. NEW BLDG5. AND IMPROVEMENTS TO BE CONSTRUCTED PERPENDICULAR i k. Total Calculations: ,„ OR PARALLEL TO PROPERTY LINES. 9 3 . ALL DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT, 5,500 S.F. / 200 S.F. = 28 spaces for the office. PROPERTY LINE, FACE OF_BLDG. ETC. 10. UPON WRITTEN NOTICE FROM THE CONTRACTOR THAT THE PROJECT Total Required Parking: 37 + . ' IS COMPLETE THE OWNER AND ENGINEER SHALL MAKE A FINAL INSPECTION AND WILL NOTIFY THE CONTRACTOR OF ALL INCOMPLETE ' I AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT SUCH t PARKING PROVIDED: _,{l" # ITEMS TO THE SATISFACTION OF THE OWNER AND ENGINEER BEFORE I ! � 'L::.' �' 'RNAL COMPLETION DATE AND BEFORE ALL _ Standard 1CY x 18' Parking Stall: 21 THE .ACHED. , t REGL;'LA 1 i.Ri'AND D GOVERNMENTAL AGENCIES WHICH REQUIRE FINAL A Parallel 10' x 20' Parkin Stall: 13 I`` r ON S SHALL HAVE INSPECTED AND APPROVED THE PROJECT. T - Handicap 12 x 20 Parkin Stall: 11. ALL WORK,;SHAL.L COMPLY WITH APPLICABLE STATE, FEDERAL AND J, Q/, Truck Parking Spaces 3 _ '` I Ir LOCAI- C�ODE:S AND ALL NECESSARY LICENSES AND PERMITS ,SHALL - ,; j` ..s ` y r ;f T BE DL `=A!NED BY TWF CONTRACTOR AT HIS EXPENSE UNLESS Total Parking Provided: 38 3 h g. STri �,- PREP%''` G=. ER. 12. ALt (-0r�jNIGRETE BE CONSTRUCTED IN ACCORDANCE WITH SECTION = EI`' "<. + , �__. m K. _ -y . _. _. _ ; TRANSPORTATION'S ... �. � L D,� STAIN ff 3 • 45 � ``-f:°LDRI �PARTMENT OF T DARD GENERAL I N FUR�1ATI : `::. SPEQFICAMO NS +FOR ROAD AND BRIDGE CONSTRUCTION. 13. TAPER ALL CONG. CURBS AT END IN 3' Tr,2AN5ITION TO MATCH EXIST. GRADES. - OWNER/DEVELOPER -- °"' `'` - _.._. _.. rv...__ Bill and Shirley Kempke . 1 e C094 Feather Lane v Sanford, Florida 3=3 i PH: 407-321-8043 ; BUILDING D PARTM N7 SBC CODE COMPLIANCE Kitner Surveying---- ,- -- --- -- P.O.Box 823 `:, ww, x 1. TABLES 500 AND 000 .Sanford, Florida 32772-0823 {11 ; -.,.., 5 COMPLIANCE WITH TABLE 500:,V } , zr'_ PH: 407-322-20D0 FAX: 4D7-322-2003 - y BUILDING 1 (BJSINESS) TYPE UNPROTECTED AND SPRINKLED - - - - - - -- -- -- - -- T ALLOWABLE S.F.=51,000 S.F. PROPOSED S.F.=18,000 S.F. ALLOWABLE HEIGHT=50 FT. PROPOSED HEIGHT--20FT. t r�� NOTE: ` GENERAL CUNTRACTC7R SPOLSKI CONSTRUCTION INC. JOn � BUILDING i5 '1`'r'PE U UNPROTECTED WITH NO FIRE WALLS; a -- ALL INTERIOR NPARTITIONS, COLUMNS, AND STRUCTURAL MEMBERS TO 2805 CARRIER AVENUE BE NONCOMBU5TABLE. ALLOWABLE PERCENTAGE OF WALL OPENINGS ~ SANFORD, FLORIDA 32773 FOR WALLS `vVITHIN A 20'-30' DISTANCE FROM THE PROPERTY LINE-40% - - - - -- FAX: 4D7-322-8430- - - - -- — — - - --- - -- --- --- -- - - - - - PH. 4.0 -322=84.24 -- _-_ _ -- - - _ _ - ---- - - - - ---- --- --------- --- - ---------- --- _- _ _ _ a _ _ ACTUAL OPENINGS (WA_L5 NEXT TO PROPERTY LINE) E-Mail: SpolskigcVaol.com BUILDING 1�(BUSINE55) =13% CGG-011729 BUILDING �:r (5ERVICE) = D% T I �u a PROJECT ZONING: - RI-1 PARCEL ID# ([aInJ . ; FLORIDA ACCESSIBIL_I E: MAX. BUILDING HEIGHT: 50, MIN. OPEN SPAGE- TY CODE — BUILDING UTILITY SERVICE {PROVIDERS: � �E �ul�� BUILDINGS SETBACK REQUIRED: - FRONT = 25, SIDE = y5', --A: '?f3 Telephone -Bell South SJRWMD Master Retention Permit is on file with the. City of Sanford, 7090 11ox. i� np�r�,�r�.�s .r�; �. BUILDINGS ARE IN COMPLIANCE; REFER TO ARCHITECTURAL PLANS FOR PROVISIONS AS REQUIRED BY FLORIDA ACCES51BILITY CODE FOR Gas Florida Public Utilities 5JRWMD Master Retention Permit Number: 42-117-1177N-F-P-P (Date a-r' lss -- `� ���j BUILDING CONSTRUCTION 4.1.3 SECTION (1), DATED NOVEMBER 19-97. ��uar�ce: D2�.�.-�-,�-x- ...., Solid Waste - City Of Sanford __(Date - � Potable Water - Gi-IY Of Sanford Sanitary Sewer -.City Of Sanford Electricity - Florida Power and Light This lot IS not located Within the 100 year flood plain and Tii`ere _ CITY OFSAAAW-jr(WRID are no Wetlands existing on this site, ie: FE A map. X. Al Utilities to be located underground. rs .� . - - "Prior to Gertifcate of Occupancy, the Engineer OF shall �` __ .a g r s - - - ---------- n locoted above Q Lilt ge area this 30, x 100 r--1 r ri "Lcn-e) IV IV V M Bill Office a reo. kvarw Nursery age HDGP. Two sets of stairs provided for emergency Comp. Women REV. # DATE 1 13-20-99 KJS 2 4-19-00 KJS 3 4-20-99 KJ5 4 4-23-99 KJ5 5 5-12-99 KJS ro 5-13-09 KJS '2 2 PLANS lf?DVIKDU ED CITY OF VANFORD BY: DRAWN BY EDqnieD1g<A"Ar cco Kevin J. Spolsk! DATE 20 March 1000 c1c J05 NO. x SHEET 01 OF x FL OOPLAN APPROVED BY: i t a. 7 ik - 14 4, 2 Z+R i n �> =� Cd F DRAWN rBY Daniel K. Arecco Y CFIEGKED �1 Kevin J.apolski _ DATE 23 March 1.90 MCHGV 13GV5 Ok ff0XIW PaT5 M �MC41NM5 PMOV& CON1IMLI01.15 "TLIVNI-19OWN" M41�(1) A A5 Mk MTI, " 16' X 12' LTG" A5 Kk FOLN12MON PIM 0 00 MYONI? CONC, MIZ, /5 I P51 CoNcIdM 52) # 51 0 120ML5 W.. IN L. %TH (2) #W POM5 COW. @ MINIM \_m # 50 @ 911 O.C. FOOM65 46'X,46'CONG. PIER 56" IN [,�NC4TH 10 SECTION 4x4: 510EWA-L PIER 0 117 = T- Gr 0 SECTION "�" (j (:2) #70 HAIRPINS AS PER 0' recessed FOUNDATION PLAN 3000 P51 CONCRETE — ANCHOR BOLTS AS PER MANLJF. ANCHOR BOLT PLAN (8) #50 OOWELS 9 - @ O.C.E.W. SECTION G'X 05INTERIOR PIER VY = T- 0, SECTION "13 LED Interior Finished Grade 2" below F.F. 3000 P51 CONCRETE 4 2) #50 DOWELS SECTION 10" X 12" FTO SECTION 25' WN] A co ci cl 3-000 �__E)l Concrete on 13 If v1squeen over 9591o' density compacted bean fill dirr, with no welded wire mesh required"-,\ 7PetreotT'_0i- vermin and termites. 1 3-26-99 KJE 2 4-19-09 <JI= 3 4-20-93 KJE 4 4-23-99 KJ r- �5_,K t_e = `� ­5&C (N Ai Of _21 41 0qnie`I"K""*v• AN"ryecco < C+ECKED Kevin J. Spolski DATE 20 March 109 20' 2GY 20' 20' Ivr_ JOB NO. NY OF x �00' OF x FOUNDA71ON PLAN 400 W./M.H. ,-,,W/:250 W. �l-.-strike 400 w./m.h. 400 W./M. open ceiling to purlina,"Insulation -e- 7- z "!;Vv) AF HVAG on 2nd floor dote: III utill-hes including electric and telephone are to be underground. 3'Gonduir (:2) Sets of (4) 500 MGM THHN Alum. 2OAum. Bond MAlN MLDP 0 D5GONNES PANEL =-ZE R I C500 AMP 600 AMP INIP 30 4W 1 208v/30 304W NEMA3R MDO 1120/208 V. (UNDERGROUND) TO FPL -7RAN5FORMER 3'Condult L 3'Gondult (2) Sets OF (2) Sets OF (4) 500 MGM THHN Alum. A 500 MGM THHN A-r-. 2OAurm Bond Ground .'.ZO Alum. Bond = per N.E.G. 4? PANEL PANEL PANEL PANEL NF-t-A 3R 200 AMP 200 110kmp 150 AMP T75 AMP 4:2 Or- 4:2 cr- 30 Gr- 30 r-r- 2-1/7 Goridult 250 MGM Alum. #ro CU. Ond. :2-117 Condult 7 Condult 2 Condult 250 MGM Alum. 1— (4) 30 Aum. (3) 40 Aum. #rb CU. ond. #rb CU. Ond. #65 CU. Ond. DRAWN BY Daniel K. Arecoo Kevin J. Spolski DATE 23 March 1999 �IG SC.&LE -10B NO. x OF Orr- ELECTRICAL I REV. #- [DATE BY, 0 IN ap Daniel K. Arecco CHECKED Kevin J. Spolsk! eF DATE 23 March 19-9-9 r JOB NO. 5H Cr REFLEG7-�=E) CEILING PLAIN', ....... . . . . . 24' Finished Floor STRUCTURAL STEEL 318"THREADED RODS /6,TT/4,GHF_ED TO CHANNEL MANUFA,GTURER I -(AS SUPPORTS AT AIR HANDLER. 1/2" HOLE [DRILLED DESIGNED THE PURLINS THRU BOTTOM OF PURLIN WITH 1'FLAT TO A GCOMODATE THE WASHER LOCK WASHER, � NUT ATTACHED DEAD LOAD OF EACH TO EACH HANGER ROD SUPPORT. (TYP.) AR HANDLER. RETURN AIR DUCT (SEE PLAN) BLOWER/EVA ORATOR, COIL UNIT-­� SUPPLY AIR DUGT_1 (SEE PIDAN) CHANNEL SUPPORTS UNDER ENTIRE UNIT TRAPPED CONDENSATES AUXILARY DRAIN PAN WITH DRAIN. DRIP ON GRADE FLOAT SWITCH, PAN TO OR INTO DR'�`WELL. 3/4" BE 2" DEEP AND 2" LARGER MINIMUM OR, AS NOTED THAN UNIT ON ALL UNIT SIIDE5 FIRESTAT A5REQUIRED BY LOCAL JURISDICTION ....GONDEN511\10 UNIT ON GRAD FILTER, REMOVAL SPACE SEE REFLECT. CL:G PLAN 5HUTOFF VALVES 4" TNICK CONCRETE PAD 4: LZ\-\R(3F_R THAN UNIT ONALL 51DES �5ERVICE VALVES W/ CHARGING FITTINGS I \,,-- PA55AGE THRU EXTERIOR LINES. RANG FROM WALL. SE:,-6L WEATHER STRUCTURE AE30VE AND IN-SEG-F TIGHT. 10 N 7 1 L REV. # DATE BY: 1 3-26-99 KJS 2 A-10-09 KJS 3 4-20-99 KJS 4 4-23-00 KJS DRAWN 8Y Daniel I<. Arecco CHFGrED Kevin J. Spolsk! DATrH 20 March 1,9_90 JOB NO. 5HEE( OF 11 HVAG Gampr-essor Pods 051 ammw�, WAR . .... HVAG 11I24/1999 11:15 2055999897 SPCCI EXY-014 =ERVrC-ES PAGE 032/02 T-f I�V FIGURE 1007.8.Y • FIGURE 1007.8.39 The classical example of a spiral stairway is triarlgu- In contrast to spiral stairs and wimfers, c>frc�C+A.r stairs lar shaped treads radiating outward from a central are safe, comfortable stairs ttsat c�a be tt�as a column or pole. Figure 1007.8.2 Illustrates the clas- means of egress in any occupy jc-/ AC�f-.A*,', stair is sic spiral stair and the code requirements that apply. illustrated in Figures 1007.8.3A axrJ tC�7.8r�13. The tread depth is measured perpendicular to the K� centerline of the tread. As a result of the variable tread depths, spiral stairs can create a hazard in that they may interfere with the rhythm or repeating stride of the user. In limiting their application to one and two family dwellings and inside dwelling units, and from extremely small mez- zanines, the code is attempting to avoid situations requiring simultaneous use by more than one per- son, Consequently, a stair user Is free to choose the most advantageous path of travel on the stair. ALL TFEAP9 MUST RE IpE/N/TiCJI c+ r NCNB 'SURER PERPENUIP'ULAR IE CENTERLINE 12 TREAD FIGURF 1007.8.2 SPIRAL STAIRWAY 1007.8.3 Circular stairways shall be permitted, to be used as a component in the means of egress providing the min- imum depth of tread is not less than I I inches (279 mm) measured 12 inches (305 myn) from the smaller radius, and the smaller radius is not less than twice the width of the stairway. In Group R3 Occupancies, circular stairs may have a minimum tread depth of 9 inches (229 mm) with I inch (25.4 mm) of nosing, and the smaller radius may be less than twice the width of the stairway. 302 - lm S� � zf -tAWIMUMTRFAL? 10 1I:ryi7g1�V TRE.%Ci DEPTk StrpLLER YbZt+731L ✓;,:'t iO THE VeAl2 12 h FROM +g F0RUSEINA G_- EXCEPT n. C.R:? QtA S?.A S i p MUST MEET 91 F,C ( � ]a f FIGURE tOg7.5.3A !� CIRCULAR STAJRS , �F �r FIGURE 1007.8.38 CIRCULAR STAIRS IN R3 QCCV?Ali(CeS In applying the equation Y >: 2X, A s o(M r that the stair width (X) is the actual stair not the minimum required star vt .h. t The risers of circular stairs must corm td height of 1007.3.1 12 RVa�S DEPTH RED TO THE ME iM01A noted h and tt �1 :I STANDARD BUILDING CODE COMMENTakY91997 i� 13 in. �(3-3 CM)))I 12 in. 5 in. (i 12.7 cm) (300,5 cm)� 12 in. 6 in. (i 15 2 ) (30.5 cm) 13 in. , 5 in. (12.7 cm) (33 cm) 51/2 in. (14 cm) Figure 5-23. Variations in tread and riser dimensions. In this arrangement, the variations are excessive, invite accidents, and vio- late Code provisions so as to warrant replacement. Ti 1 3 ft (0.91 m) L 3 in. (7.6 cm) Figure S 24. Pennissible across -the -stair slope. In accordance with the Exception to S-2.2.2.4 a lirnited cross slope is permitted where the bottom riser abuts sloping public ground. Monumental Stairs. Monumental stairs, either inside nor outside, shall be permitted as a component in a means of egress if in compliance with all the requirements for stairs. 2.2.2.E Curved Stairs. Curved stairs shall be permitted as a component in a means of egress provided the minimum depth of tread is 11 in. (27.9 cm) at a point 12 in. (30,5 cm) from the narrower end of the tread, and the smallest radius is not less than twice the stair width. Exception: Existing curved stairs shall be permitted to be con- tinued in use provided the minimum depth of tread is 10 in. (25.4 cm) and the smallest radius is not less than twice the stair width. "Paragraph 5-2.2.2.6 relates the degree of curvature to the ,width of the stair, as shown in Figure 5-25. This relation- 5-2 Means of Egress Components ship of san-fflest radius to stair width should b-- based on the actual vadth of the stair rather than just the required adth. Ot_t er vase, some unsafe conditions cow1d b? cre-aced toward the outside of wide -curved stair& Tine 1?-in. (27.9- cm) tread depth is measured at the so-t�a-Ped ..;ruler %valk- in; line" where feet land when Nvalkim, on the inner part of the stair. The Code specifies the measurement method for curved stairs in a manner that is more closely dated to how such stairs are used — with reference to a mini mum I I -in. (27.9- cm) tread depth at the inner fig. Thiis is a concept that has been employed in the Cc- e's r'wy.ui emnem for wind- ers for some time. With the minimum tread depth stated as a dimension similar to that app-;c3_Ee to other stairs per- mitted in the required rnea_ns of tgt s, it is more evident that curved stairs are an acceptair?c ue>s component for any occupancy. Figure 5-25. Curved sn; — D-,i -iiwl or. 3 n ust be ar leasr twice A. Dimension C inusr b-_ a! :,.. —i I 1 im (27.9 cm). 5-2.2.2./ •--F,pifal-✓catfz,. V,1reie ,p.errnift=d frar inr l- vidual occupancies by Ci-,�..ers 3 :iarcrv� 9. srxJ Stairs wall be permitted as a cornp-rern. %n a rnears ci e7es3 ,r',ro^r.lded- (a) The occupant load served ss-aX rcq exv^ed 3. and (b) The clear width of the stern ar.,a ll bP- nct leas ?!,an 26 in. (66 cm), and (c) The height of risers JI r cat exceed 91z in. (24.1 ran), and (d) Headroom shall be not less than 6 it 6 in. (193 cm), and (e) Treads shall have a minimum depth of 7'/, in. (19.1 cm) at a point 12 in. (30.5 cm) from the narrower edge, and (f) All treads shall be identical. In addition to setting the dimensional specifications for spiral stairs, 5-2.2.2.7 restricts their use to serving an occu- 1994 LIFE SAFETY CODE HADID300K 63 1111$1111 N 1�q I! I i Iri i� 24''o.c, over 1 (9 cjuil:,Iqe qLeel 5(LUJ5 16''O.C1 �,1,,.s s�'°} E � -1 '22", Con,creLe Peck aver mc4al Pan" . "'Ti V I Z Sul �wpqj�17 0 it "ie'; Jil klj gil All !�A� tl R, V q jljl -ILL, .,L� ."u. V4 jtsi 4 k" 41 A A "t 14 0 yl H IF- _977 I aoalk LOA i jig 4 Metal Punai3 over V2' plywood on wood trusses R-1-9 Insulation over 2>4 reflected ceiling \ � , R-11 Insulation V -top chord of truss G.M.U.or'(TONG Panels 20 quage mufti -rib roof on "T purlins with 4" thick vinyl back Insulation r— E"7fructural Steel Main Frame 2-1/2' concrete over metal deck on 16 guage purlino 9-11 Insulation over 2>4 reflected ceiling V9 mezzanine area only t'o"a M n �10 D1007,8,� Circular 5tzirwaHi Shall be perm tt d to be used a5 a componcrit, in 46e. means of ecjre55 proviJIN the minirrm dean 0IN"reej 15 not less than I I inche5­ (279 11l.m) measured 12 inches ( �O� rnm) from the Smaller radius, and the smaller re-A5 15 rot 1e55 than twice the width af' she 9tairwaq, In Group � OCCUPXCIC5, circular stairs may{ have a - -,m minimum tread depth of 9 inches 229 mirn) with I inch ( 2�A mm)1 o'ry, Ircil a -the,5rrialler. radius :mad �I)C le55 than �WICC the Width Of 5 and the talrll�q q 3t c o Ie Mezzanine Level to have 5-1/2' metal studs 0) 16O.C. with 1/7 drywall bath sides 8 feet above flnIt-hed floor I Scale: 1/c,3" 1-0 5TR01 ........ ..... 000 REV. # BY 4 K_J�E PLANS MY. OF SANFORD Kevin J. Spolskl DATE 23 March 1900 i4lo., JJ11 _<)o No. x A OF TY'R CAL S AND 16 cjua'qe!Aee1 'T' purlin!5 @ 24"o,c, over 16 mwe steel studs @ 16"oz, with 2=1 / 2"' 5truCtura 01 n : t scale ..1 10 REV. # [DATE I BY. bathroom Dirl-,,,e.nsions. Scale: 1/8" T-0" 26 quage muftl-rib roof on 7— purfins, W Iti 4� thick v!nyl badIr6ulailan -Grruciural Sj eel I-InIn Frame: 80' Med Panelo over V2'plywood on wood lrullliies 12' M FZ49 Irmulaflon over 2x4! reflected ceiling 2-1/2'concree over metal deck on 10 quage purdns 1 42' 10' Min. R-11 In&uladan 0 top chord of truss, R-TI Insulation over 2>4 reflected ceiling V rnextanlne area only Wd 8' G.M.U.or YTONG Panels 32'In. N 3 "Min. l9 E E3u ingSect -10 Scale I - -YPIC14\LS A Al ........................ . . . . . . . . . . v t .......... ifL Z� N 4 . . . . .L .... �W t 7Y a ref it �s Aj. X Daniel K. Arecco CHECKED Kevin J. Spolskl P MAXIE 23 March 1.900 Indicated' E JOB NO. 5HEEET OF "A .4 4 4ND DET I L� ��� DRAWN BY Daniel K. Arecco Kevin J. Spolski;$ DATE }� ,CALEl 1"=1O' x .x�tJa�/rio. u SHEET OF x 1� Pam' 1122" AUTOMATIC THERMAL VACUUM E.XPAH- BREAKER SION CONTROL VALVE DEVICE - PER S,P,C, - 6132.1 x -s 1994 EDDITION C,W, SUPPLY HOT WATER TO FIXTURE3 HOT WATER SUPPLY TO ri Tub 0' Ut -t EXIT FROM TOP OF 40 v. 0. . rsP -P/— 27- OV�k�OW Iw GAL ( n. e r F&I WATER HTR, Jr, ovmow Pm PPAN fo oar5m Way G (2 6'' /00VE CiM n All building line 4 fm �hru Roof N Z S, to G 12-4 „4 to hot 11 (1) H. Plumber Ll,-J Plumber to hotall (1) HJ n i o • I alo p PLU 'i B I N G.,' 11 Do'lill � , L10 W � 13 YJ 61 e7l,., A i � rt A tl �� ' nl� lip; r m d .p r S.ZtYFC�j?� Q,�IIf1 r] PT, a wr: THl rah C l F`s! iS ARE P J1f:4VFP Af Ir ,;;QNP1T1Q3,',IAU-y • Alf'€i�rE€a t'?R Pf-", iT A FF.:P f II1 ffii` 0 F: P r.l t ql -, t s�tj TIaJF� T� s. > '.Ic [r.I t TO PIH F.F-i9 �:'I;.Ii TH WWi C, n vn�I Ei r 4 Gr SF y r FIi_ lili4, y "sy' d fr.r t, ii 'f I,!' sa r 4 l i f3fN1+ eFf • .> l�3�)a+ Fr_ A f iirl!i rfe!4 f 1 t,ri, r )U!i,r,r! ,Olift-f;. D...P. 'G). 710f4 C> _i,?7i, 01H Tr#( F>fei,Y33{i ,i (k OR OTHER VIOLA AT rz; 'KK GG4's}it City of Sanford «gf Model Coder in effe;t: f• €a, rl+' ~:`� z i �f�i eJ� A } 2 t$ i ooiu jd. rd f]l!ijldinq Code 19�.,ALL •-! I.1..'.� a� .;t ;lp i?:� vl �ii i:rCf F�lGlmp(n�t Lo'! 197 �. ; .. Ct � }i53st�'r f Via' �. '" N4u.nai FlecePiCBi t?><�0 tf4 See City Code AMENDNIPNTP FL. Accessibility Codes 1997 FL. Energy Code 1997 - _ MIT�. � t tl t 1 ,.,.F t, a e .. , . ' . ,. t� ��l 7 N eq A � e, p s � . �,.r 3 ! r�. �-) `x l � � s � � f t �� f 1. •..) s.� CALL (447) 309-4003 :k L. t , k C P WO RD I yy � �r r�,_r +"iP Fes:•-,,, r �, �.. �-,� F� IYl4�+��pf rt� i5' 7 A ��7DA ' RE 3�> I Ni./' lNSi L...CTR'.l 'Na CALL (407) 330-5671 MUST i � FLORIDA Qj .x CTFEES �G '.•J s j s p Li 7aS/J cc{_lit —:n. ENNTlONT Must rrlEei city (Code 7 Tor finished � 9 p 'F floor / slab elevations or provide Cm OF FkMFORD elevations approved by city engineering dept. fors bdivision , elevations to prevent flooding ZONE CONTR, ADDRESS PHONE # LOCATION OWNER _ ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # _--q 077733 /___J JOB /K� COST $ FEE $ STATE NO. FEE $ FEE $ FEE $ LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: 1) #50 continuous, filled with 2500psi concrete (1) #50 Vertical In filled cell @ 4-8" o,c. and (P cells adjacent to expanslon,Jclnt 8" GMU with 9 ga. ladder reinforcement 9 16" o.c. /-- Provide 1/2" vertical exponslon Joint material with horizontal reinforcement t (including dur--o-wall) diseorrtirxxxis ,Joint 9 24' o.c. #50 with 24- lap and 0" ACI 90' 1 - hook Into Footing grade 8 24^ (3) #50 Cont. 5ectlon �� 6'00440" Screenwoll ra G 01;�DON -5""UBD1V151O.N Sonford, Florldo y � LOT NUMBER U DEDICATED 20'x2O' CORNER CLIP Fl FTH STREET (301 R/W) DEDICATED 20'x20' CORNER CLIP 36' STOIC SIGN EXIST WOOD EXIST WOOD EXIST WOOD -EXISTING X $C. M P MITERED END SECTION POWER POLE POWER POLE POWER POLE -_ N. INV. 27.43 WOOD POWER POLE • N89 54 26 E 1289.64 S. INV. 27.45 CONC. POWER POLE 6' CH N - -AIN LINK FENCE ---------- �r__--_...-.._._.-_---- f --- 1 I I ---------------_ -__ -- i I � � -I I I F- �T �i� ( 11 I SANITARY SEWER MANHOLE O I_I I I I jl 1 1 15' WIDE UTILITY EASEMENT I I 1 1 10' RESERVED FOR �2j1�'--'I I II 15' WIDE UTILTY EASEMENT CONC. BLOCK WALL I I I o { (EXCIUSIYE TO CITY OF SANFORD) SEE GENERAL NOTES AND�� 35' I L I I I? I I (EXCLUSIVE TO CITY OF SANFORD) �I SEE DETAIL SHEET C-7 I I ,.. GENERAL.. NOTES.',. ., .,.. 1 I .� I I I °P I I l � 15 I I �N I I I p I I I, TYP T BUILDING SETBACK I I / _ --- -- -_. _.-..... 15 15 WIDE UTILITY EASEMENT --}--1 1. ALL ;TRAFFIC SIGNAGE STRIPING. TO COMPLY WITH THE 15 WIDE UTILITY EASEMENT 1 1 15'1 I I I __1_ _ __11 CITY OF SANFORD, . MANUAL ON UNIFORM TRAFFIC CONTROL r, I 1 1 BUILDING SETBACK TYP (EXCLUSIVE TO CITY OF SANFORD) 1 1 (EXCLUSIVE TO CITY OF SANFORD) I _ BUILDING SETBACK I i TYP1 7.0'-� 4 I I II I DEVICES (MUTCD) AND F.D,O.T. STANDARDS, r 15' 7.0'TYp. ' I 1 10' ADDITIONAL R/WI � I � -'C ")^ I 2 1 T f 1 3 I --I i 114' UTIL. u DRAINAGE EASEMENT I {_ 12.4'TYP• 5 I I I � 2. THE. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING ALL . 1 , f-19 UTIL. & DRAINAGE EASEME I I -� UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. �. I I 1I I� II II II I IT 11 I . I' I I I I I I� I I 4- 1> l i 1� I I> - ' 3. A 6" PVC CONDUIT WILL B INSTALLED AT A '.DEPTH,.,OF .36".; AND A I I I II I I , 1fi? ( DISTANCE OF ONE FOOT FROM THE OUTER EDGE OF -,RIGHT WAY , BLDG, SETBACK LINES TYP. I I I I I I I - z cp I UNDER DRIVEWAYS. SUCH CONDUIT'SHALL EXTEND A MINIMUM OF -ccL- I I 1 I f I I I. 1 I Ss'4s 41'W 25.00 I o II w _ �.,� I- 1 ► ONE (1) FOOT BEYOND THE OUTER EDGE OF DRIVEWAY PAVEMENT. � 1 1 I� I I I� I I I ► I �--^ �� II w 11 I r LrlI I I I I I 1 I 1 I MIAMI CURB TYP. I 1 I R=50.00'l II o Q I f I 4. ALL DIMENSIONS ARE TO FACE OF CURB, PROPERTY LINES, I-------------------_ ------ I I L__________- _-__J I I L- - - - - - - - - La74.2_ 1 % R=50.00 Qw 20' I OR TO EDGE OF PAVEMENT. R�25.00' ,- -- 14' UTIL. & DRAINAGE EASEMENT - 14' UTIL. & DRAINAGE EASEMENT I I R=25.00' / I L=48.36' � TYP 7' UTIL. EASEMENT TYP. ;r, 7.0 7.0 L 134.16' L=21.O3' Q L=39 23 235.54 7.o TYP. 260.00 --7 0'm' 235.00 I I /-� z I I 5. STREET LIGHTS SHOULD BE PROVIDED AND INSTALLED BY THE DEVELOPER 30" HIGH INTENSITY.-4- ---- - - - -_.-- --------------_------- --T--------__ _ _ ___ ----- ------ I � " ,o;d � 1 N 89 54 29 E 284.34 I I AT '300 FEET INTERVALS PER CITY LDR, STOP SIGN 429 R=25 ii `------------- --- _ J1 _ 6. RIGHT. OF -WAY AND ALL IMPROVEMENTS INCLUDING WATER, SEWER, STORM 2' STOP BAR _ - N _ O-' ii'- - _ ( ETC. WILL BE DEDICATED TO THE CITY -- _ _ _ _�, DRAINAGE SYSTEM, STREET LIGHTS, SAW CUT AND REMOVE 40 '� - `=' __ N.89'540 9 E _ 7 UTIL. EASEMENT TYP. �� _ - _ - - - - - - - - - - - - �T PRIOR To CONSTRUCTION _ F 0 1 AT FINAL ACCEPTANCE, AND WILL REQUIRE TWO YEAR MAINTENANCE BOND C STR CTION = _ _ _ - _ _ _ I I I PER CITY LDR. _ - 4" WIDE & 4" APART 235.37 7 0' 260,00' 7.0-- 235.00 Ra25.00 < I R=� �' I I (:lt Q 7. AN ADDITIONAL 10 FEET RIGHT-OF-WAY AT MEICH ROAD WILL BE DEDICATED DOUBLE YELLOW LINES R 25.00 r �' 7.0 7.0 �• \ I / L-�48.36' BLDG. SETBACK LINES TYP. I ( � I L-39.31 7 UTIL. EASEMENT TYP, : T` 14' UTIL. & DRAINAGE EASEMENT - _ TI- .. 14_ UTIL. & DRAINAGE EASEMENT I I L=21.03 - I TO THE CITY OF SANFORD AT FINAL ACCEPTANCE OF PLANS. --___--__ _---- - - _-, I 1 ,-- _- ____- _____ _-__� I 1-�----------------- _-, 1 1 ;----------.- R=50.r0'-r �( 11 r cj 1 � 8. 20 FEET BY 20 FEET CORNER CLIPS AT 5TH STREET AND AERO LANE AND Pr)Q I I I _I I I I- I I I I I I `.! =4.23' i o I I I I Q MEICH ROAD WILL BE DIDICATED TO THE CITY AT FINAL ACCEPTANCE. I I I- I I w•-' �'`� ��, I I I I I I z� �- I I I I I I I I► SM-57'43 W 25.00 I �I I1 i LOTS WILL BE REQUIRED TO OBTAIN A SITE DEVELOPMENT BLDG. SETBACK LINES TYP. �r`� 9. ALL INDIVIDUAL L T Q o I I I' I ,I I t5'I IN I 1 I �I I I AND ALL OTHER APPLICABLE PERMITS FROM THE CITY OF' SANFORD,.,AND z 1 1 15 I -- BUILDING SETBACK I T- TYP BUILDING SETBACK I I I I 7.0`1 1 I I 6 I b I = :. P 1 7.o'I-{--{- I I 12.0' 1 I rN 0 . OTHER JURISDICTIONAL. AGENCIES. 15 - 7.0'TYP. I i -� I T I I Z -- 14' UTIL. &DRAINAGE EASE�4Er.T 19 UTIL. &DRAINAGE EASEMENT -- - I I I . w _-- 10..NO. ACCESS _TO... 5TH._STREET:.WILL_'BE ALLOWED FROM LOTS 1 'THROUGH, 5 1 0 iTYP I I 9 I; I ® I I 1 I - I I i 11 I - I O �; 1 G AD SHALL BE CONSTRUCTED I �11 PROPOSED -GONG. BLOCK WALL ALONG MEICH ROAD _..............._ _ `�+ L Q _ I I I -- -- - 1-I___-___ _...--- _._-..___ Q-----.=___1I �I I I % ` l I 15' WIDE UTILITY EASEMENT --LI BY THE INDIVIDUAL LOT OWNERS OF LOTS 5 & 6 AT THE TIME -'THAT AN I 1l 1 1 I I _CD (EXCLUSIVE TO CITY OF SANFORD) f 1 I;�, I I I I _ I II 1 I I INDIVIDUAL LOT PERMIT IS ISSUED: -WALL- SHALL BE CONSTRUCTED PER THE 15' WIDE UTIULT EASEMENT � 1 r I I Q I DETAIL SHOWN ON SHEET C-7. BLOCK SCREEN WALL SHALL NOT BLOCK �z ((EXCLUSIVE TO CITY OF SANFORD) I I I f I I z I i I I I �I I I TRACT "A" ACCESS ROAD. 1 I I 1 I I i 7' UTIL EASEMENT I 1 I 12. CONTRACTOR TO PROVIDE TWO (2) NO PARKING SIGNS AT THE PROPOSED 0 1 I �'m ! I I �--15' UTIL. &DRAINAGE EASEMENT m I I I m I I I 1S' UTIL & DRAINAGE EASEMENT Ln - I I I �' - -- -- -- -- 1 I I CUL-DE-SAC, AND TO BE. ARANGED NOT TO INTERFERE WITH FUTURE DRIVEWAYS. EXIST. SS MANHOLE I �______ _ _ _ _ ---� I I ---- -I r--------_- TOP = 31.04 " - - - - - - N - - - - - -� - - - - - - r -- - - - - -- - - - - - - -�- - - _ - _ - 13, ACCESS RIGHTS TO AERO LANE,FIFTH STREET AND MEISCH ROAD FOR LOTS 1 235.00 - 23 .06 - _ 2. 0 Z o 0.00� _ - 260.00 , -_ THROUGH 10 IS NOT PERMITTED. N - - E INV.= 25.47 6 PVC14 W INV = 25.37 6" PVC - S INV 25.39 e" PVC) N895429 E 315.00 / 2�4 N89'54'29"E 757.06' 274 - - -- - - N.89'54'29"E. 188.00 14, OWNER IS TO PROVIDE SIGNED AND SEALED (MYLAR) RECORD DRAWINGS TO I 15' UTIL. & DRAINAGE EASEMENT N S FENCE ON-/ o R AT THIS COR. 0 24.4 T4.4 24.4 2t4= 12' GATE THE CITY FOR REVIEW AND APPROVAL PRIOR N 21.4 (� I RETENTION POND `o CD 21.4 21.4 tl) O O I 24.4 24.4 •- CD CD_ o OUT PARCEL C3 I y I OUT PARCEL 27.4 27.4_. O r r ZONING CL z t a' co 0. "° SUBJECT PROPERTY (BLOCKS 19 & 30) RI-1 �2.0 cn � �z.o €+ EXIST. M.E.S. cn x �x INV. = 27.7g-�� 315.00 _ 198.00' ADJACENT TO SOUTHWEST BLOCK 20 RI-1 7 m- - - - ADJACENT TO SOUTHEAST (BLOCK 29) AG i EXIST M.E.S: N89'54'29"E 777.12' EXIST. 12"x18" ERCP _...BUILDING SETBACKS Il EXIST 24" CONC. PIPE (' INV. = 28.19 PROPOSED 6' HIG1 " `���; twine f L!r ro E. INV. = 26.44 FRONTAGE ON STREET 35 FEET EXIST 24" ASPHALT WITH 6" RIBBON CURB EACH SIDE EXIST SS MANHOLE TOP = 31.43 N INV. = 24.50 �8" PVC S INV, = 24.54 8" PVC -- -....:NOT--VALID- FOR F' SPOLSKI 2800 CARRIER AVENUE CONSTRUCTION UNLESS L, GENERAL SANFORD, FL: 32773 SIGNED IN THIS BLOCK CONTRACTOR TELEPHONE: t 4 AREA. (407) I BLOCK 20 ZONING RI-1 REAR OF PROPERTY LINE__ 20 FEETi SIDE OF PROPERTY LINE 15 FEET BLOCK 29 PARCEL NAME TOTAL AREA TOTAL AREA PROPOSED PROPOSED PROPOSED PROPOSED ZONING Ac (SQ.FT.) (ACRES) IMPERVIOUS IMPERVIOUS IMPERVIOUS:... OPEN SPACE r AREA (SQ.FT.) AREA (ACRES) .AREA.,.( %.) '`AREA "'(ACRES) I{ LOT # 1 62,714 1.4397 43,900 1.0078 70, 0.4319 I , ROADWAY AND LOT LAYOUT PLAN LOT # 2 62,885 1.4436 44,020 1.0105 70 % 0.4331 LOT # 3 56,839 1,3048 39,787 0.9134 70 % 0.3914 I �" 1" = 60' LOT # 4 55,041 1.2636 38,529 0.8845 70 % 0.3791 I� LOT # 5 77,121 1.7704 53,985 1.2393 70 % 0.5311 LOT # 6 73,427 1.6857 51,399 1.1800 70 % 0.5057 °p;.:•; LOT # 7 53,422 1.2264 37,395 0.8585 70 % 0.3679 LOT # 8 55,225 1.2678 38,658 0.8875 70 % 0.3803 LEGAL DESCRIPTION _ LOT # 9 61,100 1,4027 42,770 0.9819 70 % 0.4208 BLOCK 19, LESS THE SOUTH 120.00 FEET OF THE WEST 315.00 LOT # 10 61,011 1.4006 42,708 0.9804 70 % 0.4202 FEET; AND ALSO BLOCK 30, LESS THE SOUTH 110.00 FEET OF THE ' EAST 198.00 FEET; ALL IN M. M. SMIT'ri'S SUBDIVISION, ACCORDING ROAD R/W 53,047 1,2178 31,032 0:7124 58.50% 0.5054 a 2.1384 ` TO THE PLAT THEREOF AS RECOROE0 1N PLAT BOOK 1, PAGE 55, RETEN. POND 93,149 2.1384 0 0 0 % al OF THE PUBLIC RECORDS OF SEI,SIl,,OLE COUNTY, FLORIDA. ACCESS TRACT 4,260 0.0978 0 0 0. % 0.0978 C TOTAL AREA 769,241 17.6593 464,183 10.6562 60.34% .7.0032` FR NO, J SITE ENGINEERING AND PLANNING - - -- 9 618 GORDON SUBDIVISION _ DATE 550 NORTH BUIIIBY AVE, SUITE 145ROADWAY N D _ LO_T__..LA_Y_OU T PLAN 02 24 9% � �INDUSTRIAL PARK-._O,RLANDO, FLORIDA 3�2803 1-07-98 PER CITY COMMENTS JX a kNAIML0 �98-%005 FAX �07 898-0790 11 ��CITY OF SANFORD, FLORIDA TEL• ( 7} ( } 4-10-97 P R CITY GOM ENTS J.n• M,NAIME nEs«NED HY DRAWN aY cHECKEn BY APPROVED BY HEET 'f Y N 1