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HomeMy WebLinkAbout1001 Central Park Dr 01-587 (A) NEW INDUSTRIAL BUILDINGPERMIT ADDRESS CONTRACTOR 10c)C eni rtl�f ► Pn l'k 6 bUr ADDRESS P, (� , (_7y k Li -7 PHONE NUMBER 0 X312 3 PROPERTY OWNER GLS L- e -f- r er ADDRESS I� 1 (�O'x -J 0(, )1 5 nl�� PHONE NUMBER ELECTRICAL CONTRACTOR. 5J� 5-f- MECHANICAL CONTRACTOR R Od F � &, q of PLUMBING CONTRACTOR M(-t(,e MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION NUr f�is Gr/ r/1cJ. P64- PERMIT # C) 1 + '?' DA'I`E 1 - `-1- 0 C> PERMIT DESCRIPTION H CA -D -! / & l cX PERMIT VALUATION `0 0 cl -7 , ;� q S QUARE FOOTAGE Vv, 000 Jt ---7 n111 ev PUw►,L r SEE DETAIL FOR F '25" I r''I I RESERVED PARKING SIGNAGE NOTE: (HANDICAP SIGN ONLY) SPECIFICATIONS 1. ALL LETTERS SHALL BE BLACK AND 1- IN 1 2 RADIUS HEIGHT. LETTERS ARE TO BE SERIES "8' OR "C', PER MUTCD_ 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZE (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER 18 3. BOTTOM PORTION OF SIGN SHALL HAVE A _ PARI IG BY REFLECTORIZED (ENGINEERING GRADE) WHITE DI BLED BACKGROUND WITH BLACK BORDER. SEE DETAIL F Ly 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. FOR DISABLED SYMBOL r r n SPECIFICA TIONS HANDICAP ACCESS NOTES [C'1�'T INDIAGONAL STRIPING TO BE WHiTE �RD. 7 1/2- I THE MOUNTING OF THE ACCESSIBLE SIGNS (HANDICAP 5. THERMOPLASTIC SPECIFICATIONS. SIGNS) SHALL BE 84' TO THE BOTTOM OF THE SIGN. 2. THE MOUNTING HEIGHT OF THE PENALTY SIGN SHALL BE 84' TO THE TOP OF THE SIGN. ) 4-(TYP \ 3. CURB RAMPS SHALL COMPLY WITH 'FACBC' 4.7. i-1 4. G SPACE URFACE BE EVE EXCEED AINSLOPE OFS1:50 IN EITFIER AREA N WITH THE I3I Hm ) ( I I3 ) ACCESS AISLE SURFACE AND CROSS SLOPED MAY NOT x 5. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP. B. SURFACES ALONG THE ACCESSIBLE ROUTES SHALL BE SUP RESISTANT AND SHALL COMPLY WiTH 'FACBC' 4.3. 7. AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 'FACBC' 4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY (FACBC) is the abbreviation of :Florida OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, Accessibility Code for Building Construction ACCESSIBLE PARKING, AND PUBLIC STREET OR SIDEWALKS, TO ACCESSIBLE BUILDING ENTRANCES. HANDICAP PARIWWMG SMMf4G NOT TO SCALL /4 BAR jii0001, X0 Iff X0 rd i8. DEEP D 7?' P.O. BOX 470262 \1 3• �?' FROM E.O.P. --� N BUILDIER: c� 4' 7. I 1 CLASS I, 3000 psi CONCRE it I NOTE:• WNEE! STOP TO BF CENTERED ON PARKING STRIPE 18 3. BOTTOM PORTION OF SIGN SHALL HAVE A _ PARI IG BY REFLECTORIZED (ENGINEERING GRADE) WHITE DI BLED BACKGROUND WITH BLACK BORDER. SEE DETAIL F Ly 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. FOR DISABLED SYMBOL r r n SPECIFICA TIONS HANDICAP ACCESS NOTES [C'1�'T INDIAGONAL STRIPING TO BE WHiTE �RD. 7 1/2- I THE MOUNTING OF THE ACCESSIBLE SIGNS (HANDICAP 5. THERMOPLASTIC SPECIFICATIONS. SIGNS) SHALL BE 84' TO THE BOTTOM OF THE SIGN. 2. THE MOUNTING HEIGHT OF THE PENALTY SIGN SHALL BE 84' TO THE TOP OF THE SIGN. ) 4-(TYP \ 3. CURB RAMPS SHALL COMPLY WITH 'FACBC' 4.7. i-1 4. G SPACE URFACE BE EVE EXCEED AINSLOPE OFS1:50 IN EITFIER AREA N WITH THE I3I Hm ) ( I I3 ) ACCESS AISLE SURFACE AND CROSS SLOPED MAY NOT x 5. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP. B. SURFACES ALONG THE ACCESSIBLE ROUTES SHALL BE SUP RESISTANT AND SHALL COMPLY WiTH 'FACBC' 4.3. 7. AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 'FACBC' 4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY (FACBC) is the abbreviation of :Florida OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, Accessibility Code for Building Construction ACCESSIBLE PARKING, AND PUBLIC STREET OR SIDEWALKS, TO ACCESSIBLE BUILDING ENTRANCES. HANDICAP PARIWWMG SMMf4G NOT TO SCALL /4 BAR LEIFFER/LOT 29 i8. DEEP D 7?' P.O. BOX 470262 \1 3• �?' FROM E.O.P. --� N BUILDIER: c� 4' 7. I 1 CLASS I, 3000 psi CONCRE it I NOTE:• WNEE! STOP TO BF CENTERED ON PARKING STRIPE BETWEEN PARKING SPACES. im" WHEEL STOP m scale. T'- Z, ._ fly£ at Exist. Light C/L COASTLINEM ROAD (80' R/W PAVED ROAD) : TOP Exist. Hydrant, i d>i 40 s. i x ......`.'�•• �l' R=25.00' '321 >:I�t.' I ;a 97', n r Z Note: I Existing inlets to be q protected during > construction per City r I Code. Note: Fill along west side of C i building to slope continuously to sidewalk. M 1 i � I r LEGEND lFb.:] DENOTES PARKING LOT LIGHT LOCATIONS DENOTES SURFACE FLOW DIRECTION DENOTES PROPOSED GRADE ELEVATION DENOTES EXISTING GRADE ELEVATION M LEIFFER/LOT 29 POINT D 10 P.O. BOX 470262 7 � BUILDIER: c� 4' P.O. BOX 470262 m City SURVEYOR: ROBERTS SURVEYING AND MAPPING y Exi ting 64 fi3P£:i4 i?i WoNe im" F m ............ -_ ._ fly£ ex . +WKiexr _... 550 NORTH BUMBY AVENUE of SUITE 145 34 ORLANDO, FL 32803 SITE AREA 49,273 i aaCe SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. p !ti r........ � CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. + N89'45'02'E :.......... PARKJNG REQUIREMENTS: t Owl ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. 4o 1 CAI CH )RAt.N TOP ELEV. � 25 5 r r . .... j S.W. INV, 60" RCP PIPE = 2.68 iNx), 60" (;,M.1-'. :- l 4 .S ON SITE: T,11M. 7 HMD CAP SOV D67AIL NOT TO SCALE 'TYP) NOTE. THIS SYMBOL TO BE WHITE THERMOPLASTIC SPECIFICA TIONS. TYPICAL PAVEMENT SYMBOL FOR HAMDIICAPPED PAW MG NOT TO SCALE REC, IRC #4 9a 0a 3' tai. & O'l c,A"' W. - GATE: t3. xir' Vit, & 0.1 ` N. LOT 28 SANFORD CEt 4 �L PARK PHASE II, AMENDED F)I AT 11/ FA 17 Ar'UC R 1n ( CLASS 1, 2500 PSI CONC. ) C(XCRE7F CURB AND SIDEWALK COMBO. NOT TO SCALE 8" Joint Seal ,fie I to -Conc. Pav't. ?"Exp. Joint And Preformed Joint Filler T)" 'D' Qma-ete Qrb 5' CCWCRElE (3000 PST aASS 1) �- (F.D. a T. SPEC.) TOP 12" TO BE COMPACTED TO A MINIMUM OF 95 R OF THE SOIL'S MAXIMUM PROCTOR DENSITY VALUE (AASHTO T-180). OOdYCP&_7F PA VEJNlVT DIEM L Scala- 1'= 3' . "W ^"-� ✓... LXISt+'Tr"v LtrS�vt{i Jrz fbE'.r P.O.I'. xi:till A eix exp Exist. Hyc j T.. f' ttLC. it<�: ~si3wW S 362 f:xistir::) W61;( 'Senr;cx INSTALL 3/4" WATER METER W/B.F.P. ADJOINING SLOPE SHALL 12 NOT EXCEED 1:20 I1 1:12 MAX SLOPE WALK I snt�r Fig 11 (FACBC) Measurement of Curb Ramp Slopes FLARED SIDE PLANTING OR OIHER NON-WALKIISlJjtPAP • • . 41 • • - 44' �r ► . . . . . . . . . . .1 12 (A) FLARED SIDES 12 (B) RETURNED CURB 12(a) FLARED SIDES. If the landing depth at the top of a curb romp is less than 48"(1220mm), then the slope of the flared side shall not be steeper than 1:12. Fig 12 (FACBC) Sides of Curb Ramps (FACBC) is the abbreviation of :Florida Accessibility Code for Building Construction Bollard (2) vv-. ,./(lll•J DUMPSTER ENCLOSURE DETAIL 6' Chain Link Fence with P.V.C. Slats "SOLID WASTE SERVICES BY CITY OF SANFORD" NOTES: RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE RAMP TO THE PATIO AREA OR RESTROOMS SHALL COMPLY WITH A.D.A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) OWNER: LEIFFER/LOT 29 POINT OF SERVICE 10 P.O. BOX 470262 INSTALL 4" R.P.Z. LAKE MONROE, FL 32747 BUILDIER: B.F.P. w/FDC per P.O. BOX 470262 0.37 City SURVEYOR: ROBERTS SURVEYING AND MAPPING y Exi ting 64 fi3P£:i4 i?i WoNe im" 34 "##i ............ -_ ._ fly£ ex . +WKiexr _... 550 NORTH BUMBY AVENUE SUITE 145 34 ORLANDO, FL 32803 SITE AREA 49,273 1.13 aaCe SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING r........ � CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. + N89'45'02'E :.......... REC, IRC #4 9a 0a 3' tai. & O'l c,A"' W. - GATE: t3. xir' Vit, & 0.1 ` N. LOT 28 SANFORD CEt 4 �L PARK PHASE II, AMENDED F)I AT 11/ FA 17 Ar'UC R 1n ( CLASS 1, 2500 PSI CONC. ) C(XCRE7F CURB AND SIDEWALK COMBO. NOT TO SCALE 8" Joint Seal ,fie I to -Conc. Pav't. ?"Exp. Joint And Preformed Joint Filler T)" 'D' Qma-ete Qrb 5' CCWCRElE (3000 PST aASS 1) �- (F.D. a T. SPEC.) TOP 12" TO BE COMPACTED TO A MINIMUM OF 95 R OF THE SOIL'S MAXIMUM PROCTOR DENSITY VALUE (AASHTO T-180). OOdYCP&_7F PA VEJNlVT DIEM L Scala- 1'= 3' . "W ^"-� ✓... LXISt+'Tr"v LtrS�vt{i Jrz fbE'.r P.O.I'. xi:till A eix exp Exist. Hyc j T.. f' ttLC. it<�: ~si3wW S 362 f:xistir::) W61;( 'Senr;cx INSTALL 3/4" WATER METER W/B.F.P. ADJOINING SLOPE SHALL 12 NOT EXCEED 1:20 I1 1:12 MAX SLOPE WALK I snt�r Fig 11 (FACBC) Measurement of Curb Ramp Slopes FLARED SIDE PLANTING OR OIHER NON-WALKIISlJjtPAP • • . 41 • • - 44' �r ► . . . . . . . . . . .1 12 (A) FLARED SIDES 12 (B) RETURNED CURB 12(a) FLARED SIDES. If the landing depth at the top of a curb romp is less than 48"(1220mm), then the slope of the flared side shall not be steeper than 1:12. Fig 12 (FACBC) Sides of Curb Ramps (FACBC) is the abbreviation of :Florida Accessibility Code for Building Construction Bollard (2) vv-. ,./(lll•J DUMPSTER ENCLOSURE DETAIL 6' Chain Link Fence with P.V.C. Slats "SOLID WASTE SERVICES BY CITY OF SANFORD" NOTES: RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE RAMP TO THE PATIO AREA OR RESTROOMS SHALL COMPLY WITH A.D.A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) OWNER: LEIFFER/LOT 29 TABULATION C/O CANTERBURY CONCEPTS, INC. 10 P.O. BOX 470262 DESCRIPTION LAKE MONROE, FL 32747 BUILDIER: CANTERBURY CONCEPTS, INC. BUILDING AREA P.O. BOX 470262 0.37 LAKE MONROE, FL 32747 SURVEYOR: ROBERTS SURVEYING AND MAPPING 16,833 185 NORTH COUNTRY CLUB ROAD 34 LAKE MARY, FL 32746 ENGINEER: CENTRAL FLORIDA LAND DESIGN 0.76 CORPORATION INDI;,ATES EXISTING TREES TO BE REMOVED. 550 NORTH BUMBY AVENUE 16,435 SUITE 145 34 ORLANDO, FL 32803 LANDSCAPE LEGEND: SITE AREA TABULATION SPACcS 10 LIVE OAK O(10' HT. DESCRIPTION SF ACRES PERC. OF SITE 2" CAL.) AT 4.5 FT FROM BASE BUILDING AREA 16,005 0.37 32 �. LUGUSTRUM OR VIBURNUMS (24" HT. PLANTED 30" 0/C). PAVEMENT AREA 16,833 0.39 34 INDI:,ATES EXISTING TREES TO REMAIN. IMPERVIOUS AREA 32,838 0.76 66 INDI;,ATES EXISTING TREES TO BE REMOVED. LANDSCAPE AREA 16,435 0.37 34 THE CONTit.ACTOR SHALL PROVIDE A RATIO OF 1:10 FOR SITE AREA 49,273 1.13 100 SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING r........ � CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. ALL LAN[)'^1APING SHALL BE FLORIDA #1 QUALITY. 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE PARKJNG REQUIREMENTS: t 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. EROSION CONTROL COQ PAW -N& RE "Mrs TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE 1500 � Fri=es toOo5 SFI_ W1 �f 8 SPACES 1` SPACcS 10 SPACES `70 SPA C.,95 Zeq 1 ') 4 pw,/l Dep TAKE BACK CALCS FOR IRRIGATION SYSTEM TOTAL ACREAGE = 1.24 AC. IRRIGATED ACREAGE = 0.62 AC. POTABLE WATER USAGE = 2 E.R.U. * 270 G.P.D. = 540 G.P.D. RECLAIMED WATER USAGE = 35 HDS., @ 2 G.P.M. = 70 G.P.M. 8 M.P.D. = 560 G.P.D. WASTEWATER GENERATION 540 G.P.D. A FULLY AUTOMATED IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DENOTES IRRIGATION SYSTEM DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LOT 16 LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND `ANFCAD CEN) -RAL, PARK PHASE 11, AMEND= EACH LOT AND TRACT, THEREIN. PLAT W. 54,, PAGES 8-10 UTILITY GENERAL NOTES: PARCEL I.D.# 28-19-30-5NR-0000-0290 I ..r COASTLINE Y ROAD 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL 3:1 P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER CL WIRE AS REQUIRED BY THE CITY OF SANFORD. Control Structure 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, WATER SERVICES See Detail Sheet 2 FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. \Connect 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS to SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE NO. 60 existing 60" MATERIALS AND TESTING. C.M.P. (See Detail) 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4", SHALL BE PROVIDED WITH TRUST BLOCKS. .x .. ........... 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING r........ � CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. i 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. t 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. EROSION CONTROL 8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING, TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE CONTRACTOR TO INSTALL EROSION CONTROL WITH ASTM D-2321. FENCING ON CENTRAL PARK DRIVE, AND 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER METFR APPROXIMATELY TO THE MID POINT OF THE BOXES LOCATED IN RIGHT OF WAY. 5� EASTERLY AND THE WESTERLY PROPERTY LINE. 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR. 11. FIRE, WATER, RECLAIM SERVICES TO BE RELOCATED OUTSIDE DRIVEWAY. PARCEL I.D.# 28-19-30-5NR-0000-0290 I ..r COASTLINE Y ROAD LOCATION MAP GENERAL NOTES SITEWORK: 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION COMMENCES. 2. THE SOIL SHALL COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS (PAVED AREAS) AND 2,500 P.S.I. AT 28 DAYS (SIDEWALKS/CURB). 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. 5. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 6. ALL LANDSCAPE AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE IRRIGAiED BY UNDERGROUND IRRIGATION SYSTEM. 8. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 9. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOW ON SITE PLAN. 10. STOP BAR SHALL BE 24" WIDE, WHITE PAINT, AND LOCATED AS SF;OWN ON SITE PLAN. 11. HANDICAP SYMBOL SHALL BE WHITE PAINT. 12. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM THE STREET. 13. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 14. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE E:UILDING PERMIT. 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 16. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 17. 6" P.V.C. CHASE UNDER DRIVEWAY. 18. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 19. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 20. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. 21. THERE ARE NO WETLANDS ON THIS SITE. 22. SECONDARY POWER TO BE PROVIDED OVERHEAD. 23. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS SHOWN. 24. EXISTING ZONING, RI -1. 25. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLE COUNTY IS BASINGER. 26. CITY SIDEWALK TO HAVE EXPANSION JOINTS EVERY 30' AND CONTROL JOINTS @ 5' INTERVALS. LEGAL DESCRIPTION Q 1 LOT 29, SANFORD CENTRAL PARK PHASE II, AMENDED, AS RECORDED IN PLAT BOOK 54, PAGES 8 THROUGH 10, `V OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA (L� !\'�JO1 Cit 0" Engir parka, JP3epfartmew Plar Approved by: a _Date:e: Approval stibTect tf 1. All Cons"eti r MUi T rkta aR current Ciry of Sanford Codes, Land Development Regulations and other cods as ti;ey al:, ly. 2. Contractor is Required to obtain and maintain :lit permits on site (City, County, SJRWMD. FDEP,F-DOTi,ACOE) .s applicable. 3. Con[ract0r MUST can City of Sanford Building Department (330-5656) for final inspection. prior to occupomy. 4. Coil Sunshine 1-800.432-4770 for utility locates prior to any construction. 5. Building permit is required for uuy'AL'Ove:,T)und strucTwes winch sL-'l include any development buff,. s--m,-n walls or crciosurc,, 6. Site Piro. approval shall become invalid uN= a building pe mit is obtained µtitliln (Weive (12) a oaths �f i` suz ,ce. 7. TratTic it,terruption si:aii i e ►.et't ata mirimum and in accordance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. and FDOT Roadway and Traffic Design Stand<;rds. MOT Plan to i+e. submited to engineering I4 days prior to aqy strut or lanc closures. a. Contractor shall be respoasible for all OSHA nNu irtnaEttts and the ,'!c>z Ida Trench Safety Aa. FFFA OM ANY CONST. REQUIRING "Tp v17!.iAl- SiRU::iUAL PLACEMENT Cc is Central Florida land Design Corp. Engineering Business No. 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 (407) 898-7005 o ZN Montje . lank, P.kE- licen e No. 36149 N O J i W LL LL W j CD Z 0 O L0 ?-�--I ao 00 C) C) z U rr7 M �n o0 a�00 tit I O 00 000 M o /1 O CCD 6 C C: ._ CD o 1 y O �,,d. v v Ohi7 .c E E .n v � 1 � o E M-� c C0 -0 z C z G, vi a o vx C LV C:) Q -1-- L� p . u7 a o V E o C� E U U ZD CD CDr - z to CD rL C: 0rr Cr. > z a� 0 LL. U_ Q C3 C5 cn CL tl CC 0 LL 0 --w -SU) � N C3 0 0 [V N o M t7 * N V N 0 = I C _ICD DRAWN BY: DESIGNED BY: RCM APPROVED BY: MONTJE S PLANK, P.E. JOB NUMBER: 2000.300.2 FILENAME: 20003002 site plan SCALE: 1'- 30' DATE: January 27, 2000 SHEET NUMBER � of 1 tY a CL J 35 a Of 36 LOCATION MAP GENERAL NOTES SITEWORK: 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION COMMENCES. 2. THE SOIL SHALL COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS (PAVED AREAS) AND 2,500 P.S.I. AT 28 DAYS (SIDEWALKS/CURB). 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. 5. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 6. ALL LANDSCAPE AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE IRRIGAiED BY UNDERGROUND IRRIGATION SYSTEM. 8. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 9. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOW ON SITE PLAN. 10. STOP BAR SHALL BE 24" WIDE, WHITE PAINT, AND LOCATED AS SF;OWN ON SITE PLAN. 11. HANDICAP SYMBOL SHALL BE WHITE PAINT. 12. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM THE STREET. 13. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 14. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE E:UILDING PERMIT. 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 16. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 17. 6" P.V.C. CHASE UNDER DRIVEWAY. 18. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 19. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 20. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. 21. THERE ARE NO WETLANDS ON THIS SITE. 22. SECONDARY POWER TO BE PROVIDED OVERHEAD. 23. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS SHOWN. 24. EXISTING ZONING, RI -1. 25. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLE COUNTY IS BASINGER. 26. CITY SIDEWALK TO HAVE EXPANSION JOINTS EVERY 30' AND CONTROL JOINTS @ 5' INTERVALS. LEGAL DESCRIPTION Q 1 LOT 29, SANFORD CENTRAL PARK PHASE II, AMENDED, AS RECORDED IN PLAT BOOK 54, PAGES 8 THROUGH 10, `V OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA (L� !\'�JO1 Cit 0" Engir parka, JP3epfartmew Plar Approved by: a _Date:e: Approval stibTect tf 1. All Cons"eti r MUi T rkta aR current Ciry of Sanford Codes, Land Development Regulations and other cods as ti;ey al:, ly. 2. Contractor is Required to obtain and maintain :lit permits on site (City, County, SJRWMD. FDEP,F-DOTi,ACOE) .s applicable. 3. Con[ract0r MUST can City of Sanford Building Department (330-5656) for final inspection. prior to occupomy. 4. Coil Sunshine 1-800.432-4770 for utility locates prior to any construction. 5. Building permit is required for uuy'AL'Ove:,T)und strucTwes winch sL-'l include any development buff,. s--m,-n walls or crciosurc,, 6. Site Piro. approval shall become invalid uN= a building pe mit is obtained µtitliln (Weive (12) a oaths �f i` suz ,ce. 7. TratTic it,terruption si:aii i e ►.et't ata mirimum and in accordance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. and FDOT Roadway and Traffic Design Stand<;rds. MOT Plan to i+e. submited to engineering I4 days prior to aqy strut or lanc closures. a. Contractor shall be respoasible for all OSHA nNu irtnaEttts and the ,'!c>z Ida Trench Safety Aa. FFFA OM ANY CONST. REQUIRING "Tp v17!.iAl- SiRU::iUAL PLACEMENT Cc is Central Florida land Design Corp. Engineering Business No. 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 (407) 898-7005 o ZN Montje . lank, P.kE- licen e No. 36149 N O J i W LL LL W j CD Z 0 O L0 ?-�--I ao 00 C) C) z U rr7 M �n o0 a�00 tit I O 00 000 M o /1 O CCD 6 C C: ._ CD o 1 y O �,,d. v v Ohi7 .c E E .n v � 1 � o E M-� c C0 -0 z C z G, vi a o vx C LV C:) Q -1-- L� p . u7 a o V E o C� E U U ZD CD CDr - z to CD rL C: 0rr Cr. > z a� 0 LL. U_ Q C3 C5 cn CL tl CC 0 LL 0 --w -SU) � N C3 0 0 [V N o M t7 * N V N 0 = I C _ICD DRAWN BY: DESIGNED BY: RCM APPROVED BY: MONTJE S PLANK, P.E. JOB NUMBER: 2000.300.2 FILENAME: 20003002 site plan SCALE: 1'- 30' DATE: January 27, 2000 SHEET NUMBER � of 1 I - Sad Sod (vasa Sall P/aad Ry Stave' And Llghlly PLAIT Cuapxtod Along Upsr(wm Edge Of Bales. Alxaar Delos With 2 " ' x 2' A 4' —\ Slukes Pur Bala. \ hall P.751 - \ . i 1 P Ulu. Rwammaldod ELEVATION Spoch> p Date burrlo(s for pmd dltches st"Id to spx:d In accordance With Chorl I, Shoot I of J. Ind" No. i02 BARRIER FOR PAVED DITCH Woven FJltar Fobrlc In a5mxo Of EsluWlshw Grass tApprox, 12' x 12'1. Swuro Edges Dy Entraxhlny Aril Exlaxt Undar Drys mtd Bolas. Fobrlc Shall Naat Tho Roputromewl/s Of Sand Dugs — Suction 005 Of rho Slordurd Speclflwltons. Cost Or Fubrlo to Do 5' Nln.--� f dLd d In The Controct Unit Prtca For Dald Huy Or Straw, TN. se otl Pocby Shwal AW Lightlylou5M i 7. SitPfcd By Stvd And Lightly Coa(xctd Along The Upstrwm Edge Garpuclod Along The Upstream Edge Of Balm. Or Bolas. PLAN PLAN Rall Posl TY I' Wn. Rocomnardad�–�,(`IJ'�jj`" 5' TYp 1' Nin. Rocoagaxl—� Anchor LoWor Dolan With 2 - Z' x 7 x 4' Slukas Per Bala. Anchor Top Dales To Lower Bufas With 2 - e x e x 4' Stukas Par Bale. Anchor Bolas With 2 - 2' x Y x 4' Slakes Par Bala ELEVATION ELEVATION Aiy.Jicution oral Spochv rho use or ryposl &1L bola Lar(lors shald to limited to the wndil/au outilnaf In Churl I, Shout I of J, hOv No. 102 TYPE 11 TYPE I BARRIER FOR UNPAVED DITCHES :..:d 32.0 32.0 ,j DHW 31_02 30.00 Sides to be sodded. STORMWATER POND SECTION ^... w.�.r:..:r'w..Y.+....„a✓'ti',,,,�+„..r+`..^,,;.:r''w..,r`, n,..<r ''•�,....�"^,,,..✓2:,.w.sY `w.Yr'.�..,..r'° BALED HAY OR STRAW BARRIE AND SILT FENCES 102 s/dawvli acat Rlsar Apron Olt cn rll�h� Ditch Curb & GuitarCurb & Collor u� PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Grate Welded M rkt— Anchor Bales With 2 - Z' x Y x 4' Slukes Par Dula. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Or B Falco Nates Boles to Do slaked at the direction of the Elglnoor, Z�X ZaX fi Lwso Sell Plocd DY SAovol And Llghly C'orlyxxtat Along Upst(wm Fuca Of Boles. BALES BACKED BY FENCE umlts Of Construction /( 50' On Cedars ( ryp. 1 sod As Requlyd — h sur 8arrrar 50' Nox. 50' Nax, I _ A klar Beim Will) 2 -2'x2' x 4' PLAN stuAw Per Bola. Ovollap Ends 'a ♦ Ill Slope Sad 011ch Boflam Jof Ndlon Ditch ELEVATION TO BE U5EU AT 5ELECTEB SITES WHERE THE NATURAL Burrlar GRouND SLOPES TOWARD THE TOE OF SLOPE Oltrh cct— Croos Oroln ., 50' Nax. 50 flux, fl, my '3. SIR Datrle( F Endwall fhlos ro Dun lam Lwsu Son PloaW LTy Shovel s Sad Vmlhs Of CQwtructlon Anchor Was With And L/ghly Compoclod Along Stokes 6' Nln. The Upstream Edges 0/ Bales. Par Bola. DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fill Slop* it ETLEVATION 10 BE USED Ar SELECTED SITES WHERE TRE NATURAL GROUND SLOPES rOWAlRU FRE TOE OF SLOPE r 04 F- 0 0 w L LL w J F= r ryV L I..L. O O 1-4 ri-4 00 00 1- O z CCA • l!7Lr) r-) c) hr- go I f� N n moo �✓ -t300 U) E OU --4 60 Q p LL, �–{ � L:t-z Cd = E E - �- 0 •l=4 V5 o CX VJ 0 L- O v n • LO 41 v € ® �, C E T� 1 T" (Un�n , Q Ln C O Ln N ay E v c ro l V) .j LL U U u`J v a c DRA1','N BY: DESIGNED BY: RCM APPROVED BY: MONTJE S PLANK, P.E. JOB NUMBER: 2000.300.2 FILENAME: 20003002 site plan SCALE: NONE DATE: April 18, 2000 SHEET NUMBER 2 of 2_ 6X& 10-10 ,llWM. bXb 10-10 LUIU.11. 4-4 %� : • ; ,Y' • . I—I � I-1 � I --III- -I . �.._.�--�.. '•. 1=1 I I—III-1 I I—III-_ ��b VISQUEEN 4-05o EACH WAY \ 3" "11N. COVER COMPACTED 2500 PSF. FILL TYPICAL MAIN FRAME >JrO 11Wj TYPE "G" FF. ELEV. 34.60' 8' x 8" X lb, C.M.U. WALL TDF OF FOOTER ELEV. 29.93' nOTTOI-1 OF FOOTER ELEV. 29.10' (3) S REBAR CONT. WITH (1) t RE6AR AT 48" O.G. -(I)'5 REBAR CONTINUOUS (1) r5 DOWEL W/8" HOOK "AT 48" O.C. WALL POURED SOLID WITH 'CONCRETE _� -T- 1011 0 FF. ELEV. 3 IK60r= TRUCKPIT ELEV. BOTTOM OF FOOTER ELEV.: i GENER4L NOTES I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENG--TH OF 3,000 P51 AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,r✓- 00 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL, MINIMUM 959. OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR 2. SUBMIT BACKUP DATA AS REaUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF AGI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO 45TM A-615 GRADE 60- 0. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185_ WWF SHALL BE LAPPED AT LEAST B" AND CONTAIN AT LEAST ONE CRO55 WIRE WITHIN THE 8". 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT; 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 9. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X 6 10/10 WWM, ON CLEAN COMPACTED FILL. TERMITE TREATED. BARRIER BENEATH FLOOR SHALL BE 6 -MIL. V15QUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB ARI=AS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. IL PROVIDE '/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX, SPACING AT 8'-0" D.G. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SLICE (SEE FLOOR PLANS FOR LOCATIONS). 13. ALL MA50NRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND AGI 530,1-95. 14, -HE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES, 15. STRUCTURAL STEEL SHALL CONFORM TO THE RISC "SPECIF- ICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOC ETY, AWS DI.1. 11, ANCHOR BOLTS SHALL CONFORM TO ASTM -301. 15. 5TRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-36, UNLESS NOTED OTHERWISE. 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVERALL SCALED DIMENSIONS. bXb 10-10 W.WM. ' �' ' . • .� ,y • ; ' I=1 I I—I I 1=1 I I-L� Amb 12" VISQUEEN ±I 3" MIN. COVER COMPACTED 2500' F'.SF. FILL TYPICAL MAIN FRAME FOOTNG TYPE_"©" bXb 10-10 w1uM. r �•` � ;�• —hI 11--1 I —1 � i� � I ISQUEEN �. -• y� •'''•�•� II�Iilll�lllll�lill`Ltrl�l11 � 3 MIN. COVER COMPACTED 23x0 \ _ P.BF. FILL TYPICAL PERIMETER FOOTING ON ANY CONST. REQUII<ING STF:UCTUA! STE':LDPAWMGS :_i. +;-.l-); ii -Q7- AN AS -BUILT C,.'RT. C.tu ai �.: I INDE:PEi\I004T STRUc f 6r.L E;1G. ON T 1JE PLACE&tuNT OF Tkt7 STiA FOUNDATION NOV 15 2000 AI V NGiTE6: 6GAI St FEVI610N6= DRAILN DY: BTfV% TITLE DLOGy4 FOUNDATION PLAN 614EET I OcroBt-m 3, 2mmm s NOVV-M*Pt 2, 2mmo I!'1r C.ON 'Tb, II�iG. � / 2 I I 3 511 CENTRAL PARK DRIVE L I R I�D I OF 4 SANFORD, FLORIDA 32111 1/01 COENTRALIDAW DRIVE (401) 330-3236 4 >s b JOB: 10018MC RO 11 F1 I I Id 11-111 • °• •:' :` .' '.�. 4: A. I I-T`I I-1 I I== 00b VISQUEEN r 1�1�1111 R . •41111111111 I �I�I - 5 - r5 5AR8 E H WAY 3' MIN. COVER CCMPACTED 2500 TYPICAL INTEI-1OR COL. P,OF. FILL FOOTING_TIM "A" bXb 10-10 W.WM. . - • vZOUEEN . • .. • ' '• I—I � I—I � I-111-1�L,�1 5 K✓s EACH WAY \ �— 4 -0 3" MIN. COVER ��'1 COMPACTED 2500 PSF. FILL I•PICAL MAIN FRAME FOOT1Wj TYPE "B" bXb 10-10 LUIU.11. 4-4 %� : • ; ,Y' • . I—I � I-1 � I --III- -I . �.._.�--�.. '•. 1=1 I I—III-1 I I—III-_ ��b VISQUEEN 4-05o EACH WAY \ 3" "11N. COVER COMPACTED 2500 PSF. FILL TYPICAL MAIN FRAME >JrO 11Wj TYPE "G" FF. ELEV. 34.60' 8' x 8" X lb, C.M.U. WALL TDF OF FOOTER ELEV. 29.93' nOTTOI-1 OF FOOTER ELEV. 29.10' (3) S REBAR CONT. WITH (1) t RE6AR AT 48" O.G. -(I)'5 REBAR CONTINUOUS (1) r5 DOWEL W/8" HOOK "AT 48" O.C. WALL POURED SOLID WITH 'CONCRETE _� -T- 1011 0 FF. ELEV. 3 IK60r= TRUCKPIT ELEV. BOTTOM OF FOOTER ELEV.: i GENER4L NOTES I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENG--TH OF 3,000 P51 AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,r✓- 00 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL, MINIMUM 959. OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR 2. SUBMIT BACKUP DATA AS REaUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF AGI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO 45TM A-615 GRADE 60- 0. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185_ WWF SHALL BE LAPPED AT LEAST B" AND CONTAIN AT LEAST ONE CRO55 WIRE WITHIN THE 8". 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT; 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 9. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X 6 10/10 WWM, ON CLEAN COMPACTED FILL. TERMITE TREATED. BARRIER BENEATH FLOOR SHALL BE 6 -MIL. V15QUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB ARI=AS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. IL PROVIDE '/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX, SPACING AT 8'-0" D.G. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SLICE (SEE FLOOR PLANS FOR LOCATIONS). 13. ALL MA50NRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND AGI 530,1-95. 14, -HE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES, 15. STRUCTURAL STEEL SHALL CONFORM TO THE RISC "SPECIF- ICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOC ETY, AWS DI.1. 11, ANCHOR BOLTS SHALL CONFORM TO ASTM -301. 15. 5TRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-36, UNLESS NOTED OTHERWISE. 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVERALL SCALED DIMENSIONS. bXb 10-10 W.WM. ' �' ' . • .� ,y • ; ' I=1 I I—I I 1=1 I I-L� Amb 12" VISQUEEN ±I 3" MIN. COVER COMPACTED 2500' F'.SF. FILL TYPICAL MAIN FRAME FOOTNG TYPE_"©" bXb 10-10 w1uM. r �•` � ;�• —hI 11--1 I —1 � i� � I ISQUEEN �. -• y� •'''•�•� II�Iilll�lllll�lill`Ltrl�l11 � 3 MIN. COVER COMPACTED 23x0 \ _ P.BF. FILL TYPICAL PERIMETER FOOTING ON ANY CONST. REQUII<ING STF:UCTUA! STE':LDPAWMGS :_i. +;-.l-); ii -Q7- AN AS -BUILT C,.'RT. C.tu ai �.: I INDE:PEi\I004T STRUc f 6r.L E;1G. ON T 1JE PLACE&tuNT OF Tkt7 STiA FOUNDATION NOV 15 2000 AI V NGiTE6: 6GAI St FEVI610N6= DRAILN DY: BTfV% TITLE DLOGy4 FOUNDATION PLAN 614EET I OcroBt-m 3, 2mmm s NOVV-M*Pt 2, 2mmo I!'1r C.ON 'Tb, II�iG. � / 2 I I 3 511 CENTRAL PARK DRIVE L I R I�D I OF 4 SANFORD, FLORIDA 32111 1/01 COENTRALIDAW DRIVE (401) 330-3236 4 >s b JOB: 10018MC RO FASGADE BY OTHERS A GUTTEF 1a ON 5MAL1 2� ON I-ARGz TYR FRONT WALL �ECTIQN TYP. MTL., DL 12 Ca. SECTION PURL IN 5' O/C R-19 IN5UL AT ION DROP CEILING aIN FRAME BY OTHERS a " C.M.U. EAVE PJRLIN 'T' PURI -!N 5' O/C 'T' GIRT5 5' O/C MTL. 51DEWALL MAIN FRAME BY OTNER5 5EE FOUNDATION PLAN SNI -ET 01) 5 V)o\ EAST El.F-VATION GRADE Z lrUW,S-r r NAT I ON ,� 2m'-rD" GRADE NQfRf4 ELEVATION ,J LT.____ --- _. K: 50.WTW ELEVATION 1-1 DR" I sys 8TH CA14TEFMUIQY Co0slCrEPTS., INC. 511 CENTRAL PARK DRIVE 5ANFORID, FLORIDA 32111 (401) 330-•3235 ELEVATIONS aT NO.3 3 or 4 Joa NO, not t v " � o ' r fi i i 0 ' A fi y. 4 y I ' r� 101ri8�714J.O 210 NULLO112]1SNO L". 0, V `DNlia iK11J `I'1'J .10 NOJ1 i`Ilwljnv SHL ..L,•,:3/\.1?�d� + t J,' I .Ld iC] 1"'vF1 21ON S;"1C1(, ;+ IN1Jhl V Jr ' -? 1nt'df1551 3H.1. JO ANV �nJ i "'IOIA ()-L AJJ! u' "?3=JJVO 021d :. 1.z1 SNP:ill 1. JJh4 ]I1.1 ��^P C? cJEJ ]�'dlJ.>C13J"1S"•_" l.IWJiJd y LSNOD it A']1'MOURANOJ Cl ' lC' [} r rQ-Ld 17OV CJ_JM , s Yi ,r v'i,] dSaJ-11, diJC] :SNI(JYIIIi£.J....................._;...._----�-- 1,� ) [AC 11i U�'T AA �.y Epi. Stara t 3 ',UE: Fl '19 n7 ed. .. St' p c(jI l Vrlii l 16 y c ed, ,+ (.f#qj �� ]r9;: r' n t 1{i ; N,ii'1 t �ay;r rbl3l'{' S :i 1997 FL. En L 10 City csi' ,,..I:,,q (Model offoot: Standard bLIilding Corte 1997 ed. Standard Plurnbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS R. Accessibility Godes 1997 +rry Ctx.B '1997 SAiNFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL E3E CONSTRUED To BE A LICE=NSE To PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, THE SEASIDE ANY OF PROVISIONS OF THE "TECHNICAL CODE'<;, NOR SHALL ISSUANCE OF A PERMIT PREVENT "i ,,E BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC• OOT!-If OF EF�ROR:, ORR OON THE PLANS, CONSTRUCN_:TIOR vtr�I r,�nr>nl LAs....' UST WEL,.­.'�r` R...('RIDA N Y C" m �l OFFIC "� 1 w . . SCG1E - HANGER =� ce" (2) NUTS t I,4A5iAE. RaD (SPEC I ,t i-`N(3TH) HANGER RING HAvNgEr s kap 1 SCS + -f- ye 4" DlAC�'�\S 4'' TO 31 -DG bACKFIDW '7 ­' 'Q s r ^? ISY i1 CZ) 4" OS&`( GATE VXL VES 1dLT4 TA MPF}`S O O FLG 90' �LL EZZ-0 ?F,EvENTFR >'E -LTA) Fi r�- G� ASE z \3 H 1'f? 4:' Mj. LL GENERAL NOTES._ 1. 'L)t5LGN ChktT'. k0, l4AkEHwsi /OFFICF- 5UrL-�lN� SFllLL BF- PkJT1=�TcD OUi `61 A �1Ct �►�'E ��j��NKLER S�ST� M DED-714 IVF PA 13 la9k Ens's=ter. A 1�ikiZZ�tev.s� .4ZEA T -6N MPOALICALL`I T-, 5\GNED TC p�O�fID�=.ZO G�I�� fSQ. �T TD -R ALL y�\ E I50D 3Q. FT, MAxrMuM R�N-b SYA(_=�Gr tgOT 7D �iREA5 Ag F )A Ypi�, ULirNLLy DESs.1 NE�'TD ?�OVSDE . fo GPM fSQ. FT. FDS P.LL i jfCLUDI rG TUE l�� M�iE 150 S�• FT M kI T.~A uFAl> S���r,YU J OT TO Esc C�E� 25a S Q • FT 2. ALLL`ZIa��Ds, YALVFs, NAIVGE�s,zrls� N\-LATIotA,��� �ESTTNG Y\ALL aE zt( gGGORDp�t��E ��zrk j�jFPA 13, IL�g4- i;DiTtvN, AW,> TIkC C17` C)F SRr� Fob �ctco,. 0A V6 "L Ft K. GRADE ExTE'ZLDR VJALL hoof ; ng i UrSt- FLAN&F- F'L?4.FtR ` III III x�� 40' ELL BUILD)MG LEAD-IN DETAIL FLOW TEST DATA DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRINKLER LEGEND MATERIALS NO. DATE REVISION DESCRIPTIO4 BY ' DELTA g '� �. SPRINKL�R� INC. PROJECT NAME STATIC = 7o SYSTEM N❑. � � LOCATION 1�.'A.�t.. � SYM30LS QUAN. SIZE TEMP. MAKE MODEL TYPE FINISH ESC. SIZE LOCATION TYPE U 7 _ _ i� 1� r�vc. f RESIDUAL s HAZARB TYPE i❑F�SYSTEM \�Jc Q �� �0 4 c� z �n� `dlr�E P� G SS �,� T S t- ow FLOW c )2,50 - SPACING �R \3� N❑. OF SPRINT<LERS +y 2. 'a IS � z� y �� ,obE � ^'�P � s'a E SE � - EC �-z�Z, a. S � ow 111 TECH DRIVE SANFORD, :FLORIDA 32771 An rc� FIOrd DATE c - �O - 9 K FACTOR DENSITY � D � L` �` ^ DRAWN BYc DATE, ) Z- I Z- D O o I TIME c9� INSIDE HOSE DESIGN AREA IS UO , 5Er S ��.r��� SPRKS. ON JOBc , SCALEc `�g = 4'- �1 ' 5\ _ V, LOC, c �`� v- OUTSIDE HOSE Z 5 p17 GPM FLOW @ �Z ( f D ,• _„ �- E UNDERWRITERS: L oC a A U } o ?J �. 7 E CONTRACT NO, �' CUSTOMER PROJECT NO, SHEET NO, __C__ OF _j --- By c -D, F. RACK GPM p RESIDUAL PSI @ j� . 5 `s O �'�'? ., SAN!FCRC EUiLD€NG DEPT. THESE PLANS .-.YE Rc IE',- ED AND CONDMONALLY ACCEPTED FOR PER: M „ PERNNT ESSUED SHALL BE CCNSTRUE+D ?'C EE A LICA_E7NSE TC PROCEED blt T H' THE ORES ^ E? NC;T AS r.l: 3 iIORITY TO LEC -LATE. CANCEL. -TER. OR ASIDE ANY OF THE PRO'EotC€\S OFT E --^y . ;_ CJDEc \'OI? SHALL iSSUA"lt _ Cr t = R'�ilT PREVENT 1.-0-7 2UiLD!N' TtOV OF ERR - 0-11I THE ir_ :LSTRUCT€CN OR OTi R VICLA TIONS C. --r,i r_ ....CL - --. .- - "i _ fit~ ~ •• .C. �. ID r i J FINS'.. INSP ,ELTIO1 ,d REQUIRED