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2522 Country Club Rd - BC03-001301 (NEW INDUSTRIAL METAL BUILDING) (A)PERMIT ADDRESS Q --j c —\A is \ CONTRACTOR A X(Y ADDRESS < �� �.J�-� • PHONE NUMBER LAC;-) PROPERTY OWNERCc�.C.a��� ADDRESS PHONE NUMBER ELECTRICAL CONTRAC'T'OR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR A4n P(Vlb MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 r, SUBDIVISION PERMIT # � VII)) DATE c\ PERMIT DESCRIPTION C'-Z-11-tD ---trC\- PERMIT VALUATION CCS SQUARE FOOTAGE JQ 0." 0 x'35:96 2.12'--- 1w, .12'—• 1 2.30'- 5' CHAIN LINK w .. ------------------------------ --- UUNUI�L] L --COUNTRY-CLUB ROAD SURVEYOR'S CERTIFICATE This is to certify that I have completed this "As -Built Survey" of the above-described site and the plat hereon ------ T_—_—_—__ _ delineated is an accurate representation of the same. l further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 61G17-06 of the Florida Administrative Code pursuant to Section 472,027 of the Florida Statut I , KIT ER SURVEYING R. BLAIR KITNER – P,S,M. No. 3382 - P. 0. Box 823 – Sanford, Florida 32772 (407) 322-26-00 - Not valid without raised seal of Surveyor i • PROJ. l N0. u, N — 0,64' I j COHC .......... 0 . q !x.20' •: 1 S-10l;y rpt-_ 1AL BU11-011' C c� 1 O FF1=LLV = 42. Il �' O , N –.� I CT7 I • ,12.12CA. O O •52 C0NCR)P f "AS -BUILT" SURVEY 4 1. s for X'41,0 SANFORD TOWING 5 Legal Description The West 194,75 feet of the East 594.75 feet of the South 136 feet of Lot 58, M. M, SMITH'S 2ND SUBDIVISION, -- - 4'— 30 TO according to the plat thereof as recorded in Plat Book 1, Page 100, of the Public Records of Seminole County, 41.12 0.4 a' OLD LAKE Florida, _ 9,9�r----------- _ MAPY ROAD I SURVEY NOTES: �0'�'� 1) The above-described property lies in a Flood Zone X, 2) , The street address of the above-described property is 2522 Country Club Road. –` 3) Elevations shown are basad on Seminole County Vertical Datum (Benchmark#2584401), 4) This survey was completed on the around on 13 June 2003 --COUNTRY-CLUB ROAD SURVEYOR'S CERTIFICATE This is to certify that I have completed this "As -Built Survey" of the above-described site and the plat hereon ------ T_—_—_—__ _ delineated is an accurate representation of the same. l further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 61G17-06 of the Florida Administrative Code pursuant to Section 472,027 of the Florida Statut I , KIT ER SURVEYING R. BLAIR KITNER – P,S,M. No. 3382 - P. 0. Box 823 – Sanford, Florida 32772 (407) 322-26-00 - Not valid without raised seal of Surveyor i • PROJ. N0. 03-539 9. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA C651 AND UTILITY NOTES: FDEP RULE 62-555.314(4), F.A.C. 1. VERIFY EXISTENCE & LOCATION OF ALL UTILITIES 9. IT IS REQUIRED THAT ROCK AND UNSUITABLY SIZED STONES PRIOR TO EXCAVATION. FOUND IN TRENCHES OF NEW AND/OR RELOCATED WATER MAINS SHALL BE REMOVED TO A DEPTH OF 6 INCHES BELOW THE BOTTOM 2. CONSTRUCTION OF ALL SEWER AND WATER FACILITIES (R/W OF THE PIPE, THAT CONTINUOUS AND UNIFORM SELECT EARTHEN AND ON --SITE) SHALL BE IN ACCORDANCE WITH THE CITY BEDDING BE PROVIDED IN TRENCHES FOR NEW AND RELOCATED WATER OF SANFORD UTILITIES .STANDARDS AND SPECIFICATIONS MAINS AND THAT BACKFILL IS TAMPED IN LAYERS TO ACHIEVE MANUAL, SECOND EDITION AND AND THESE PLANS. THE SPECIFIED DENSITIES SHOWN ON THE PROJECT DETATILS POTABLE WATER: 10. ALL FITTINGS SHALL BE OF THE COMPRESSION OR PACK JOINT TYPE. STAINLESS STEEL INSERTS ARE REQUIRED TO ENHANCE FITTING 3, TO THE BEST OF THIS ENGINEER'S KNOWLEDGE AND BELIEF, THE JOINT INTEGRITY. PROPOSED MAINS ARE CLEAR OF ANY AREAS OF GROUND WATER WHERE LOW -MOLECULAR WEIGHT PETROLEUM PRODUCTS OR ORGANIC SOLVENTS 11. ALL NEW WATER MAINS CROSS ABOVE STORM DRAINS AND AT CONCENTRATIONS EXCEEDING GROUND WATER STANDARDS, SANITARY SEWERS. 4. ALL NEW WATER MAINS ARE SIZED TO MAINTAIN A MINIMUM 12. THERE ARE NO SURFACE WATER CROSSINGS. PRESSURE OF 20 PSIG AT GROUND LEVEL UNDER ALL DESIGN FLOW CONDITIONS, 13. NO INTERCONNECTIONS ARE PLANNED TO OTHER PUBLIC SYSTEMS. 5. ONE DEAD END IS PROPOSED. 14. WHERE POTABLE WATER AND SANITARY MAINS, AS WELL AS STORM DRAINS CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, // iv vil'"R f jj. 93 6, NO NEW AIR RELEASE VALVES ARE PROPOSED, THE A 20SANITARY SEWER LUNG WATERT GH� CARRIER PIPER STORM CENTERED ENCASED SHALL BE ENTERED ON HEPOINT X9.17 F s941 7. FLUSHING OF WATER MAINS SHALL BE ACCOMPLISHED IN ACCORDANCE OF CROSSING. A MINIMUM OF 10' HORIZONTAL SEPARATION WITH AWWA 600. EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWAGE. ' 90,43 DRAINAGE) MAINS SHALL BE MAINTAINED WHEN PRACTICAL. 9 8, PRESSURE TESTING SHALL BE IN ACCORDANCE WITH AWWA C600. WHEN THE MINIMUM SEPARATION CANNOT BE MAINTAINED, 3` 7 ao.8a x7965 MAINS SHALL BE PRESSURE TESTED TO WITHSTAND AN AVERAGE THE SEWER SHALL BE EITHER D.L.P. OR CONCRETE ENCASED OR SHALL s OF 150 PSI FOR A MINIMUM OF TWO HOUS. BE ENCASED IN A WATERTIGHT CARRIER PIPE. / 9� 15. PURCHASE WATER METER FROM THE CITY OF SANFORD ,/. 3999 AND SET THE METER PER THE CITY STANDARDS. 3959 �I84 / 1 i 391'9 3218 ' jgm FLAVA " j. �. 3917 EXIST. 15 MULBERRY IN ' T 4,16 I'M EXIST, 9" MULBERRY / f EXIST. 9" //V, AVY CHERRY LAUREL USE W SOD TO REMAIN �I " ! J3l ✓ Rl r 19'J9F s,. AT PPPIKAF'TF'R 90.05 0 ST. CONC.� SLAB &40.12 AQ � A),i, 1998 IV - EXIST. 20" , h CHERRY LAUREL 90.56 COMPA,CTED EARTH NEW POLEy F NEW ELECT 51RVI SEWETER BLDG .19.96 d� REMOVE FENCE AS REQ'D TO INSTALL DRAINFIELD EINSTALL WHEN COMP( ETE mm EXIST. 9" OAK TO REMAIN F 4ii16 c� 9D,45 w Li PRIVATE PRIVATE TREES w �s U WELL � S 29 SHRUBS (RI) s'� 40.51 4059 � Q , N 0 IOS TYP. OF 4 OLA BAHIA SOD TYP. � TO BE REUSED ( ) INSID( )oo O 'Woo< .� RED(AR) o 0 w O 90.16' P.I.AlPi FM Q HEDGES N � fn - RI ST. 15" BAY 3 GAL. T REMAIN y 3 GAL. 1. ALL NEW PLANT MATERIAL TO BE GRADED FLORIDA NO. 1 OR BETTER AS OUTLINED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS, 1963. 2. THE MULCH BEDS AND TREE SAUCERS ARE TO BE MULCHED WITH 3" MINIMUM rof 40.59 / r 90.28 ALL TREES AND PLANTS TO BE FERTILIZED AS PER THE DETAILS OF THE a L.L J� NOV / r 1 15-5-15 COMPLETE WITH MINOR ELEMENTS AT THE RATE OF 15 LB./ 1000 SF. 4. DISTURBED AREAS WHICH ARE NOT SODDED OR MULCHED ARE j�r zN I LANDSCAPE IMPROVEMENTS SHALL BE INSPECTED PRIOR TO A 40.11 f% CERTIFICATE OF OCCUPANCY. CALL THE CITY OF SANFORD O PLANNING OFFICE AT 407- 330-5673, 7. MAINTAIN PLANT MATERIAL IN SIGHT TRIANGLES NO HIGHER ✓, ,SZ:E1;sN SAWAvV7IMPP INLET Ir VERT c'"p, IV=3 0 THAN 30" AND NO LOWER THAN 96', (LIMITS OF CLEAR SIGHT) .18" INVERT 18'� r� CP; SZ=3,%2 ) AN IRRIGATION SYSTEM SHALL BE PROVIDED FOR 100% COVERAGE tx;�� FROM THE PRIVATE WELL. 9001 2" SERVICE CONNECTION 4o0e FIG, 405, DET 003 _ P<IST. FH n TRENCH REPAIR REQ'D 12 C6 �•..IC °�11J1G1�`! IN 1.: riY3�ERr 19 i�,t:�' V=35144 S.r.Jw: ,..., „�.. �,m,� EXIST. ASI?HA liYV75?7.18` �;�;A S.� 6K48 _ .__ T� RFM,AIN TO REMAIN 90.05 0 ST. CONC.� SLAB &40.12 AQ � A),i, 1998 IV - EXIST. 20" , h CHERRY LAUREL 90.56 COMPA,CTED EARTH NEW POLEy F NEW ELECT 51RVI SEWETER BLDG .19.96 d� REMOVE FENCE AS REQ'D TO INSTALL DRAINFIELD EINSTALL WHEN COMP( ETE mm EXIST. 9" OAK TO REMAIN F 4ii16 w Q c� AA w Li PRIVATE PRIVATE TREES w < U WELL � S 29 SHRUBS (RI) s'� 40.51 4059 � Q , N 0 IOS TYP. OF 4 OLA BAHIA SOD TYP. � TO BE REUSED ( ) INSID( )oo O 'Woo< .� RED(AR) o 0 w O 90.16' SOLID SOD Q HEDGES N � fn - RI ST. 15" BAY 3 GAL. T REMAIN y 3 GAL. w Q 46 COMPACTED 40EARTH / " #57 'STONE z PRIVATE PRIVATE TREES IRRIGAT N,%� POTABLE WELL U WELL � S 29 SHRUBS (RI) s'� 40.51 4059 SAVANNAH HOLLY ILEX OPACA 6' PER PLAN EXIST. POWER POLE SAVANAHA HOLLY i MOVEIREPENSA N "SAVANNAH" IOS TYP. OF 4 OLA BAHIA SOD TYP. � TO BE REUSED ( ) INSID( )oo N GROUND COVERS .� RED(AR) o 0 23 SHRUBS (RI) PENSACOLA BAHIA PASPALUM NOTATUM PER PLAN SOLID SOD Q HEDGES U RI 6 90.47 ,moi AINIM20 7241 9, M,C.A E=3573 90.97 CLEAR T___47,16 mm 90.06 1456 S.F. BAHIA SOD 1530 S.F. © o Ca BAHIA SOD U N T Y 9071 ©�LU'�u.' � AD 9082 4285 wiY (35 MPH SPEED LIMIT) 2517 2515 SCALE: 1"=20' A. BLOWOFF VALVE FIG 403 DET 003 B. Z' HDPE C. 3/4" SERVICE CONNECTION FIG 405 DET 003 D. 3/4' HDPE E. DOMESTIC METER & REDUCED PRESSURE PRINCIPLE DEVICE ASSEMBLE FIG 503 DET 003 F. 1%3/4" REDUCER, 1" HDPE SERVICE TO BLDG. I I I I , I I ' t�I z COMMENTS P TREES AR U LANDSCAPE NOTES: MARK # COMMON NAME SCIENTIFIC NAME MIN. HT. SPACING ADDITIONAL z COMMENTS TREES AR RED MAPLE ACER RUBRUM 12' PER PLAN 4" MIN. CAL. IOS SAVANNAH HOLLY ILEX OPACA 6' PER PLAN 2" MIN. CAL. N "SAVANNAH" N GROUND COVERS m SOD PENSACOLA BAHIA PASPALUM NOTATUM PER PLAN SOLID SOD Q HEDGES U RI INDIAN HAWTHORN RAPHIOLE PIS INDICUM 18" PER PLAN 3 GAL. IA FLORIDA ANISE ILLICIUM ANISATUM 36" 30" O.C. 3 GAL. 1. ALL NEW PLANT MATERIAL TO BE GRADED FLORIDA NO. 1 OR BETTER AS OUTLINED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS, 1963. 2. THE MULCH BEDS AND TREE SAUCERS ARE TO BE MULCHED WITH 3" MINIMUM rof o DEPTH OF PINE BARK MULCH, UNLESS OTHERWISE SHOWN ON PLANS. 3. ALL TREES AND PLANTS TO BE FERTILIZED AS PER THE DETAILS OF THE a 0 NURSERY INSTRUCTIONS. ALL SOD AREAS ARE TO BE FERTILIZED WITH 15-5-15 COMPLETE WITH MINOR ELEMENTS AT THE RATE OF 15 LB./ 1000 SF. 4. DISTURBED AREAS WHICH ARE NOT SODDED OR MULCHED ARE TO BE FINE GRADED. zN 5. LANDSCAPE IMPROVEMENTS SHALL BE INSPECTED PRIOR TO A CERTIFICATE OF OCCUPANCY. CALL THE CITY OF SANFORD V� PLANNING OFFICE AT 407- 330-5673, 7. MAINTAIN PLANT MATERIAL IN SIGHT TRIANGLES NO HIGHER THAN 30" AND NO LOWER THAN 96', (LIMITS OF CLEAR SIGHT) 8. AN IRRIGATION SYSTEM SHALL BE PROVIDED FOR 100% COVERAGE FROM THE PRIVATE WELL. 9. IRRIGATION SYSTEM SHALL INCLUDE AN AUTOMATIC RAIN SHUT-OFF DEVICE. I f RUNE EXIST. INABERRY TO 8' 3OVE GROUND PRUNE EXISTING GROWTH TO PROVIDE 14' CLEARANCE TO EDGE OF PAVEMENT 1 0 z ca Q N p N N m � � Q U on z rof o ry a 0 o N11N Z V) zN V� o 0 00 II1 w ' uo At At un l W U w qi q� `x'.0 Ell � I 1 Lp � U cy w U w cx �� �N �LO 7 W L' d7 w N ED rn (D � ' 0 cyC DRAWN S.C, CHECKED DATE 30 DECEMBER 2002 a<:�AL E: AS NOTED JOB IVO. 02-51 SHEET OF SHEETS 1 . '; i ---- _. _ _ __ EAST ELEVATION SCALE: 1/4" - 1'-0" FRONT ELEVATION SCALE: 1/4" = 1'-0" RE4R ELEVATION SCALE: 1/4" - 1'-0" (a) BACKWALL 36 min 16 mon ! - 455 TOILET PAPER V J E rn� ........................................... r` b SIDE WALL GURE 29 PI 685 GRAB BARS AT WATER CLOSETS FIGURE 31 LAVATORY CLEARANCES 17 min 430 r - - - - - - -- -, — 1 CLEAR i i FLOOR SPACE a i 19 max 485 48 FIGURE 32 CLEAR FLOOR SPACE AT LAVATORIES oo■www■r■��ow.ri����wr.���i .i lie a ■i:iiiiiii:::iiiiiii ■I ■ be*" . wruunn1111:w■wuun i, i�rri'10 111 01 01,161111 0 ii1, ■i i■ ■ rrnmm11:�■un■ anon �I■=■i=6iir■=::�+iiii::iiin Il a eln.=u1u1 nl: .r0o11,..■s �■ LAV --------------- .. min 1525 by ., (760 -mm by 1525 -mm) Stall R REVISIONS AREA ANALYSIS HVAC AREA 576 S.F U. C. AREA 1449 S.F TOTAL 2025 S.F. C Np O (1) a O 3`Q W (a 00 OEb�oN U a) -O -, Q (7 Z m .. � a) N 0 M a + � a� �� — O 0 o Q W J 41 C�UD�p� —"3:,-.�ojjlOQ O N N U ai } -0 Q4 uCLCrnd N J l>7 Q 0.. _C + (3.1 +� O W N + O Q O a —4 cnm p C/)+� lD C �-0 �C) N17 C >~ a) U > O ro V a) uQ U C7 O C 0 — x (0 fj) w H ro o m 0Lu Lu CL ro C: NO (\j W O � v � m O *C- O Z ro a (aa a) aU�w bbD( m N — MV) (N LL, V) O u- > C C 0 C Q N 0 U C i x J n C O O (n a0Z ro � o E O i U E ro U Z3 ?,C O� W Z Z3 V) a) -0 a) Z w O O N -0d U) 4 — N U <D(J)J r` z� N CY? ate'' J LL - L. N o �--- G-) Cr? -0Q Q� 00 0 0 W Q M O CL Q � j N z � LLJ M < N � ~ 0 o U) z +' (DN U c/) w 0 0 N C Np O (1) a O 3`Q W (a 00 OEb�oN U a) -O -, Q (7 Z m .. � a) N 0 M a + � a� �� — O 0 o Q W J 41 C�UD�p� —"3:,-.�ojjlOQ O N N U ai } -0 Q4 uCLCrnd N J l>7 Q 0.. _C + (3.1 +� O W N + O Q O a —4 cnm p C/)+� lD C �-0 �C) N17 C >~ a) U > O ro V a) uQ U C7 O C 0 — x (0 fj) w H ro o m 0Lu Lu CL ro C: NO (\j W O � v � m O *C- O Z ro a (aa a) aU�w bbD( m N — MV) (N LL, V) O u- > C C 0 C Q N 0 U C i x J n C O O (n a0Z ro � o E O i U E ro U Z3 ?,C O� W Z Z3 V) a) -0 a) Z w O O N -0d U) 4 — N U <D(J)J SHEET NO. 2 OF 3 ENGINEERING BY: WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION # 22150 z� O ate'' : N o �--- G-) Cr? -0Q Q� i 4J W CL Q � 0 -- z N N � U' < N V J SHEET NO. 2 OF 3 ENGINEERING BY: WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION # 22150 N O m a 0 0 R•19 MIN, BATT INSUL. SUSPENDED ACG, Q CEILING TILE E �j 0 U 2" X 4" METAL STUDS 'a 24" O,C. V UP 1/2" DRYUUALL 130TH SIDES O U � TYP. F AFMTION v� r UJ,4LL SECTION SCALE: 3/0" - V -O" AWNING HVAC PLAN SCALE: 1/4" = V-0" H 451-O" ELECTRICAL, LEGEND MECHANICAL GENERAL NOTES: I IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE THREE-WAY SWITCH SCALED. 2 ALL SUPPLY AND RETURN DUCTWORK SHALL BE 1.5" FIBERGLASS CONSTRUCTED IN 110 VOLT DUPLEX OUTLET ACCORDANCE WITH CHAPTER 6 SECTION 603 OF THE 2001 FLORIDA BUILDING CODE 3 ALL EXHAUST AND OUTSIDE AIR DUCT SHALL BE UN -INSULATED METAL. 4 FLEXIBLE AND RIGID DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS WATER PROOF W/ GROUND FAULT DIFFUSED NECK. 5 DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS 6 SMOKE DETECTOR SHALL BE SUPPLIED BY THIS DIVISION AND INSTALLED IN THE ' COMPUTER CABLE OUTLET SUPPLY DUCT OF ALL UNITS ABOVE 2000 CFM, OR AS REQUIRED BY CODE. THEY SHALL TELEPHONE CABLE OUTLET BE WI=RED BY DIV, 16. 7 CONDENSATE LINES SHALL BE "P" TRAPPED AND PIPED TO GUTTER, 8 AH -1 SHALL BE 3 TON WITH 10 KW HEATER 208WIPHASE, EQUAL TO TRANS TWE036 RECESSED LIGHTING CU -1 SHALL BE 3 TON 208V/1 PHASE EQUAL TO TRANE TWE036C 9 EF -I SHALL BE 90 CFM @.25 EXT. STATIC PRESS. EQUAL TO GREENHECK SP -8 BATH FAN W/ LIGHT 10 ALL DIFFUSERS TO BE 4 WAY THROW EQUAL. TO TITUS TMS FLUORESCENT LIGHTING 11 ALL ROOF MOUNTED EQUIPMENT TO BE SECURED IN A MANOR TO PROVIDE LOCAL WIND SMOKE DETECTOR LOAD PROTECTION. 12 DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 605.3 OF THE STANDARD MECHANICAL. CODE, 1997 EDITION. PROVIDE 1" WIDE 22 GA. STRAPS OR 12 GA. HANGING WIRE 8 FT. SPACING ON FIBERGLASS OR METAL DUCT. FLEX DUCT SHALL BE SUPPORTED BY HANGERS A MINIMUM OF 1.5" WIDE EVERY 5 FT. AND 18" FROM GRILL AND TRUNK LINE. OUTSIDE AIR CALCULATIONS r' FLOOR AREA 576 (SF) @ 0.15 CFM (SF) 86 TOTAL REQUIRED Per ASHRAE standard N O m a 0 0 R•19 MIN, BATT INSUL. SUSPENDED ACG, Q CEILING TILE E �j 0 U 2" X 4" METAL STUDS 'a 24" O,C. V UP 1/2" DRYUUALL 130TH SIDES O U � TYP. F AFMTION v� r UJ,4LL SECTION SCALE: 3/0" - V -O" AWNING HVAC PLAN SCALE: 1/4" = V-0" H 451-O" ELECTRICAL, LEGEND SINGLE POLE SWITCH 3 THREE-WAY SWITCH CEILING FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT *WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET TV T.V. CABLE OUTLET Q COMPUTER CABLE OUTLET TELEPHONE CABLE OUTLET 09 RECESSED LIGHTING WATER PROOF P RECESSED LIGHTING n BATH FAN - BATH FAN W/ LIGHT FLOOD LIGHT FLUORESCENT LIGHTING Q THERMOSTAT SMOKE DETECTOR ELECTfRICAI_ FLAN SCALE. 1/4" - I' -O" VTR I I 1 1 I JG J REVISIONS AREA ANALYSIS HVAC AREA 576 S.F U. C. AREA 1449 S.F TOTAL 2025 S.F. h U. h N m L� 00 m < O (� m W N w m � O Lo O N W Q r\ , N c as 4-. o v o a Lu mrom U cU a \ GL i m N G Go � _ •� + Q p o. U O L�o2';:'v)v_' �CD W ccN -J O b4� NNU C'3 pJ v M � o. Q °' 2 N � •��v` �NQ. 41 u w Q v\ a O Q a� �- •�o �v@ U N U Q U U Q cm �w v\~ �ona Q a. T- vat- -v w U 1 aw v o U W oU +¢ cv �0 v C Z 1U O co (n - a ° o. o z c O- O V O Q � U E V A-0 ) �A� F'OUJE4 V) w o u> n -0 I.c-U aiwa \v G 0 �--1 O Q>i LL. Q Z3 O� o CV � N � N SHEET NO. 3 OF 3 ENGINEERING BY: lI ® WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION # 22150