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3100 Sanford Ave - BC97-000279 (1997) (CUMBERLAND FARMS) (A)t o�� ZONE DATE 6 )c/ LU CONTRACTOR ! ► ` ADDRESS PHONE # LOCATIOP OWNER og cl - cio 4-0- ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR L L ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS -j PERMIT #� JOB COST $ I 100 600 FEE STATE NO�0-RC()CSar-) 0-7 051-1 FEE $ lnb FEE $ l 6 FEE $gym56 SUBDIVISION: LOT NO. BLOCK. SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: _- cl,-) - a -7 --eftno, cl, 91(f]. FINISHED FLOOR ELEVATION REQUIREMENTS Cj CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: FINAL DATE / rsi:o-k � t err SANFORD AVENUE — COUNTY RO SITE PLAN X AX -I OD �I I D 425, J�'ce_-S'5> roc cp"��c l� El S I TELOCAT I ON ..J NOT TO SCALE r, Q SCOPE OF WORK INSTALL 3-- 10,000 GALLON FIBERGLASS COATED STEEL DOUBLE WALL MODERN WELDING TYPE II UNDERGROUND STORAGE TANKS WITH PI ING SUMPS, INSTALL TWO RED JACKET 1-1/2 HP STP'S WITH LEAK DETECTORS, INSTALL FOUR 3 ' x 10 ' * AND FOUR 3 ' x 12 ' FUEL ISLANDS W I T _d,=STEEL ISLAND FORMS WITH CONTAINMENT SUMPS AND SAFETY VALVES, INSTALL U—SHAPED BUMPER POSTS AT THE END OF EACH ISLAND, INSTALL APT POLY—TECH P-175—SC CONTROLLED FLEXIBILITY PIPING FROM THE TANK MOUNTED STP SUMPS TO TH.E_N,EW UNDER DISPENSER CONTAINMENT SUMPS, POUR ISLAND WITH 3,000 PSI CONCRETE, INSTALL EBW OVERSPILL CONTAINMENT MANHOLES AND DROP TUBES, INSTALL SINGLE WALL APT CONTROLLED FLEXIBILITY STAGE II VAPOR RECOVERY PIPING AND 3' GALVANIZED RISERS WITH BALL FLOATS, EXTRACTOR TEES, VAPOR ADAPTORS, AND MANHOLES, INSTALL ONE RED JACKET TANK MONITOR SYSTEM WITH INTERSTITIAL SENSORS, TANK LEVEL PROBES, AND SUMP SENSORS, PERFORM A TANK AND LINE TIGHTNESS TEST ON ALL SYSTEMS. SAWCUT ALL TRENCHES AND BACKFILL ALL PIPING WITH FREE FLOWING PEAROCK, POUR AND FINISH WITH A 6' REINFORCED CONCRETE.SLAB, BACKFILL AND COMPACT THE TANK EXCAVATION WITH PEAR❑CK, SET ALL MANHOLES TO PROPER GRADE. FORM AND POUR AN 8' REINFORCED CONCRETE SLAB OVER THE TANKS, FORM AND POUR ONE 6'•REINFORCED CONCRETE FUELING SLAB. INSTALL EIGHT DRESSER WAYNE BLENDING DISPENSERS AND CHECK OUT SYSTEM FOR PROPER OPERATION, START UP AND CALIBRATE. PERFORM A STAGE II BLOCKAGE TEST TO INSURE PROPER INSTALLATION. PERFORM ALL REQUIRED TESTS AND INSPECTIONS, FLUSH ALL NEW PIPING, START UP AND CHECK OUT COMPLETE SYSTEM OPERATION, GENERAL NOTES 1, NOTIFY THE DEPARTMENT OF ENVIRONMENTAL REGULATION 10 DAYS PRIOR TO THE INSTALLATION OF THE NEW TANKS ON FORM 17- 1,218C2>, 2. INSTALL TANKS IN ACCORDANCE WITH ALL D,E,R, RULES, LOCAL CODES, MANUFACTURER'S SPECIFICATIONS, AND REFERENCES PEI/RP100, ALL LATEST EDITIONS, 3. ALL ELECTRICAL TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND N,F,P,A, 70, N,F.P,A, 30/30A AND THE UNIFORM FIRE CODE ARTICLE 769 W,F,C,A., ALL ELECTRICAL CONDUIT -AND WIRING TO, BE A MINIMUM OF 24' UNDERGROUND, 4, INSTALL TANKS A MINIMUM OF 36' UNDERGROUND BELOW THE SLAB. TANKS -TO HAVE APPROVED LABELS, VENTS SHALL TERMINATE INTO A 3' GALVANIZED RISER,FROM A 3' APT CONTROLLED FLEXIBILITY LINE FROM THE TANKS. ALL PIPING TO SLOPE TOWARDS THE TANKS, \k' REVISION I BY DRAWN M. IWEPARID CHECKED DATE MARCH 8,1995 SCALE ,F' N - 1oF4 0! __4 ago ..J W r, Q a�L _ �' o V)elf Ld o a� O Z! 1 ZM j F_ o V) V) r_ cm ao P2 Z5 �o CO LLJ (L W LL -w M O o k' a W�� DRAWN M. IWEPARID CHECKED DATE MARCH 8,1995 SCALE ,F' N - 1oF4 N a�L W O F_ V) 4 �o CO oW LL -w I w Z m U DRAWN M. IWEPARID CHECKED DATE MARCH 8,1995 SCALE ,F' N - 1oF4 PROPOSED 8r SLAB PROPOSED ISLANDS DOUBLE WALL APT FLEX PIPING, ~' SLOPE 1/8N MIN/ FT TO SUMPS PROPOSED DRESSER'WAYNE DISPENSERS (8 TOTAL) ' IREAS-10-N-- Q' opo 1.1J `D r __j Z 'T CD z < n� Z z o Cf) 0 W LL �' 0 m 0 ow C-4 CL 0 Q' • 0 C� Q. WV� LJ 0 V) 1� f, i �I w r IREAS-10-N-- Q' opo 1.1J `D r __j Z 'T CD z < n� Z z o Cf) 0 W LL �' 0 m 0 ow C-4 CL 0 Q' • 0 C� Q. WV� LJ 0 V) w C) CL w Z cr- I 7 OD , E Com_) II TANK'❑VER--BQUYANCY CALCULATIONS 1 STP 24" ..— SLOPE=l" • • _� 3/4a CONDUIT--, 1-1/2 HP STP O.C. 42-22A SUMP FLEX HOSE L -S SUMP SENSOR ONE PER SUMP WATETIGHT 42" MANHOLE l-- ELECTRIC BOX LOOP.SYSTI UNION 24 — SLOPE-1.�� 8 CONC SLAB W/ #4 0 12 O.C. EA. WAY -- RED JACKET LEAK DETECTOR #118017 APT P;175 -SC PIPING APT FLEXIBLE ENTRY -BOOT SWIVEL CONNECTION 3/4" GALV CONDUIT TO ELECT PANEL PIPING SUMP D ETAI LYsEAL N.T.S. T CAP TANK SLAB EBW 705 --BG ,--- PEMCO 107-1 2x10 MANHOLE CONTAINMENTMANHOLE, REVISION I BY cr— co bi `0 01) � W Q z V) Q N:�� N�� F--- K LLj a. LLJ LL - m o .ow 0 Cr- 0Na � CL ��D O V L LAI Z I� m DRAWN QL 9POMEPAT.RD CHECKED DATE MARCH 8,1998 SCALE �.� JOB NO. "N SHEET 3 OF 4 TANK'❑VER--BQUYANCY CALCULATIONS STP SIPHON CHECK VALVE # 1 4t2 #3 TOTAL FUEL STORAGE TYPE GASOLINE GAS❑LINE GASOLINE TANK CAPACITY 10, 000 10, 000 10, 000 ' TANK MATERIAL GLASTEEL GLASTEEL GLASTEEL ® '. `�•® SUMP TANK LENGTH (ft) 28.0 2810 2810 TANK DIA (ft) 810 810 810 3/8" TUBING BURIAL DEPTH (ft) 3.0 3,0 3 , 0 BUSHING TANK -WEIGHT (1,b) 18, 025 18, 025 18, 025 54, 075 SIPHON TEE TANK PROFILE ( cu , f t ,) 672 672 672 ADDITIONAL COVER 500 500 500 3" CONTAINMENT PIPING FILL COVER WEIGHT x 70,305 70,305 70,305 210,914 CONCRETE SLAB 34'x34'x8' 287,6 (b/cu,ft, 56,064 SUMP DISPLACEMENT WEIGHT (5,500) EQUIPMENT ON TANKS 25 25 25 75 PRODUCT PIPING D.W. APT' F, .EX P PING ----SLOPE 1/ MIN7T TOTAL DOWN WEIGHT 315,628 TO ADJACENT TANK FLEXIBLE ENTRY BOOT TANK CAPACITY 1.0, 000 10, 000 10, 000 CAVITY VOLUME 50 50 50 TANK B❑UYANCY <83,837) (83,837) (83,837)(251,511) SUCTION STUB ---------------------------------------------------------------- NET (OVERBURDEN 64,117 6" OFF BOTTOM OF TANK - ^ SIPHON TO STP DETAIL FACTOR OF_ SAFETY 1.25 N.T.S. x SOIL @ 6 0. 0 LB/CU. FT, *CONCRETE @ 87,6 LB/CU,FT, TANK SLAB EBW 705 --BG ,--- PEMCO 107-1 2x10 MANHOLE CONTAINMENTMANHOLE, REVISION I BY cr— co bi `0 01) � W Q z V) Q N:�� N�� F--- K LLj a. LLJ LL - m o .ow 0 Cr- 0Na � CL ��D O V L LAI Z I� m DRAWN QL 9POMEPAT.RD CHECKED DATE MARCH 8,1998 SCALE �.� JOB NO. "N SHEET 3 OF 4 SAFETY SHEAR SECTION �- AYS 8' C❑NC SLAB W/ #4 @ 12 � ❑ICI EA, WAY APPLY ASSEMBLING, ME 8 SHEAR SECTICN,AND THREAD u 3,000 PSI MIN, Y -SEAL BEING TIGHTENED -- 3 a CAP OFF AFTER TESTING _ NG F❑R FUTURE USE ENVIRON CONTAINMENT BOX _ 1--�1/2" GALV RISERS r r. •a •, ,4 0 BOX i 4 TANK SLAB CONCRETE DELTAIL APT INNER APT PIPING SCALE11/2N=1' STG II PIPING 3 4" ELECTRICAL CONDUIT �- P--X175--SC PIPING F I G I PIPING APT FLEXIBLE ENTRY BOOT — --- DISPENSER BOX & CONTAINMENT SUMP ENTRY DETAILAPT TEE OR ELBOW POLY TECH P -175 -SC PIPING. 1\I T C 120 240 VOLTS 1 PHASE 3 WIRE 60 AMP BUS 24 BRANCH POLES FULL NEUTRAL _ SURFACE MOUNTING 60 AMP MAIN LUG ONLY CONDUIT 1210 3 4'#_ AMPS LOAD _ _ _ 1-1 2 HPSTP BKR 1 �� 2 BKR� LOAD SITE CONTROLLER AMPS CONDUIT WIRE P 2 A 20 P 2 AA 15 [374 " 1210 10 HP STP 2 20 3 5 4 16 �._ 2 � 15 WN - DISPENSER LIGHTING 4_ _. F 10 -1-1/2 7 8 WN . 4 _ 1" #14 2 _ DISPENSER 2 15 9, 10 2 15 'DISPENSER 2 _ 1" 14 2 S N 11 12 WN 2 1" #14 2 DISPENSER- 2 15 13 14 2 15 - DISPENSER - 2 S\ NN 15': 16 WN 2 1" 14 2 DISPENSER �- 2 15 17 18� 2 S N 19 1 1201 2 15"REDJACKET MONITOR 54" #14 f 14 2 1 DISPENSER 2 15 21 1 12P 2 J__ S N_. 23 24 REVISION I BY .-, CL' ago LSI �10 ._..J r. V) W av < vn z* � <zM C� W °- W L- �� c m a •� o Q' C�Nn.. C:� CL w °° w ty_ V) V) w w a. c) w z � m w 0 DmWN a. NNEVACP CHECKED k 1) DATE ,no A MARCH 8,1995 10, g12�— U -SHAPED BUMPER WDSTS SCS bITt7- DATA___ BUILDING AREA = 0.081 AC.3510.00 SF 7.2% C PAVEMENT AREA = 0.543 AC. (23670.00 SF 48.4% C-� OPEN AREA = 0.356 AC. (15505.00 SF 31.8 RETENTION POND = X0.141 AC.6140.00 __ SF 12.6% . . -- _ BLUE PROJECT ACREAGE = 1.121 AC. (48825.00 SF) 100.0% PAWING DY PAWING BY son ZONING = R C-1 �'PEMT � W{ -NTE I II IALY BUILDING SETBACK = 1230 FINE 4x3o FLNE (� Q Q O FROM' = 35 SIDE _ 10' BACK = 10' FTP 25 FTP- 26 STOPS #9522 SANFOPD, FLOPIDA NO -Te! BUILDING HEIGHT _ 14' TOP PORTION OF FTP 25 AND 26 LEGAL DESCRIPTION SHALL HAVE A REFLECTIVE BLUE 12EGURED PARKING = 1 SPACE PER EVERY 200SF BACKGROUND WMMITE REFLECTIVE Lot "C", FLORA WEIGHTS, according to plat thereof, as recorded OF RETAIL SALES FLR. AREA SYMBOL AND BORDER in Plat Book 3, Page 19, of the Public Records of Seminole County, 351OSF -- 200SF = 17.55 BOTTOM PORTION SHALL HAVE A Florida. 18 SPACES REQUIRED REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. Also: The Southr• 544.5 feet of the North 577.5 feet of the West PROVIDED PARKING = 179 feet of the East 229 feet of Section 12, Township 20 South, REGULAR = 19 SPACES FTP 25 AND 26 MAY BE FABRICATED Range 30 East, Seminole County, Florida, Less Road Right of Way. HANDICAPPED = _ 1 SPACE_ ON EITHER ONE PANEL COR TWO. TAX PARCEL N . 20 30 12 300 0010 0000 20 SPACES FTP 25 IS FOR USE NV AREAS WHEN URBAN LAND (1990 (ZCS) SPACE IS LIMITED. SOIL TYPE PREDOMINANTLY LEON FINE SANDS (1966 SCS) EXISTING 4" PVC S.S. LINE $ �` TIES INTO WOODLAND DR. 14 13 9R APPROXIMATE LOCATION OF z I EXISTING SANITARY CLEANOUT. RELOCATE CLEANOUT TO LOCATION TRANSITIIDN CURB SFr 6/8• IRON FDOT TYPE III SHOWN AND TIE PROPOSED 4" SS MATCH EXISTG TIE - SILT FENCE IN INV. INE TO "TING f ..__. __ SHANNON 4671 wow urwtY DO ON - 9 �5 39 9t OOK WALL POLE W" FOOTER WM � � COMMIE BLOCK WALL S' �63' qq GUTTER - - O G I VALLY INV. 51.70 CLEANOUT SSCr— 10'-h� ,,�L S S.._ hr,� y s m -- - �---- SAWCUT AND MATCH 12.OAK 14'K - --� ser a/e' IRON 22 D/ropC� �.�Ca PAVEMENT 0r� Lit EXISTING PAVEMENT OA 1p. UM 4j. p' EXI SHANNON 49'71 RECOVERED 12'1 K h� PAD h� 275LF VC /4j e ROUND ` 1 —`-- VERTICAL CURB roMONUMENT ZOO _ ' �� TIE-IN INV. d - (TYPICAL UNLESS _ I' hj EL 50.62 Fi"i OTHERWISE NOTED) 00- 7' 0 _ - _ o lid I ONE STORY �� �?/� I A � SITE BENCH MARK X iii I m CUMBERLAND FARMS 3 Fa �,`G SEMINOLE COUNTY P.K. AND DISK %rPAW ¢ � FlNISH fL0 • 62.34 28 ;� NUMBER 1710601 - ELEVA11ON = 52.747 kr' 6 i' SOUTHEAST CORNER OF AMOCO SIGN am ,�G �, h � W PNeRTHWE'Sr CORNER AIRPORT AND OAK �'h G/ v �o�G �0c�� STOP SIGN 18 N SANFORD AVENUE. OAK LtJ� AND BAR 9 00 WML lam froPotE o•oAK �6� ``� CjS`'/�� ;. tae > 1 RPZ BACKFLOW (� `�rL 120.0' �,... . z PREVENTION DEVICE 4.OAK ' OAK OAK o o•OAK ��) ,tA `° 5' INTE AL CURB & SIDEWALK cx>NCR ... .'.'.' v ASPHALT OAK OAK Cji ��G� .;.�. .f,.. f Z� 4 PAVEMENT 4 _jhryfI �IrG h`h'rCONC.�,O "PAM !� FLUME RGAS R-1 SEPARATOR + I Dm (I 0 A 92 O.INV. �n� ATI—V T --6j. ' j i m rOAK a• Sa ' hu h OAK 4'PINE OAK N _ •d 91PINE 0 sr2•/�yy4.n g`I II OAK 'RISE I 4J r ryQ Q LEGEND. Q o 0 a v PROPERTY LINE JG ��° I EKISTWG INFORMATION r a'EAR 0a \. I�� �3' + Q Z,. RE� j1 N z l ham. �p .�O ®I P.K. g , v, c, "� 01 EXISTING ELEVATIONS 0•CAMPkK7ptr CUM I E 5 '� F �_ ----IN D -CROWN• -SE N 4 O '� �fo ��1• -•s-- — �, EMOVE WING '� , s` __ _.__ __ _ __ ..._. ____ _ PROPOSED INFORMATION 4 RE VERED 1 /20 IRON FD III ¢ G/ ( g G G WALL Fl- h h z 33.O(f �� 2 '< � '� 0. IN COVERED m 0 M DIAN SURVEYINQ � 1 0Fnl 3.OARIL NCE gh Ca — p��G _ - NAIL ec a I 6�g �'"`"y�c0`O ` �'SiS'. PROPOSED ELEVATIONS ISCHARGE STRU RECOVERED eXe CA RECOVERED 1' PIPE 4R ,.--..•-- P NEWLY —%� SEE DETAIL THIS 0 DOT R/W MONUMENT 570 PLAT - T 091' do 1.21. SOUTH 8F "! SF _ _ ___.__ SF PROPOSED SILT FENCE 59.91' MEASURED o.46' NORTH e= 0.11' WEST ____ P PT,wN- - - STOP_SIGrl.. _ S . C&G , STD. C _� _sa n ._..-- TIE-IN I µ .O0' _ P LIGHT. COORDINATE POLEV; � 20 U T SLI _ �T Y CORRECTION � �N,NE CTI 0� N _. _ FE. _ _ E P - P« 0 N WITH P WI CONCRETE PAVEMENT P �_._. YEMENT WbOCf _ ^tr: SET 5� 6 fRON �.�. qN » CONSTRUCTI r UTILITY ..... ........ ... POLE 1 ✓'�' r SHANNON 7 1 d v i48 _. - 0 POLE- �------ wM wM wM wM _,. sTOrul _ x curet r� Oi1oN ,, 4. `IiOld Y �grra O►�° VALLEY GUTTER uTSRUTERCONTRUCoN (SAWCUT & MATCH EXISTING PAVEMENTh�.._. ____.-- TRANS111ON CURB TO MATCH EXISTING. TYp BOTHSIDES /�� RECOVERED RAILROAD SPIKE BASELINE OF SURVEY — EAST UNE SECTION 12-20-30 SANFORD AVENUE --- COUNTY ROAD 4 2 5 TONORTHEAST CORNER SECTION EAST 12. TOWNSHIP 20 SOUTH, RANGE 30 STA. 293+86.39 S 00'28'27' E 9.13' RIGHT S 00234b' E — � __ p _ —_ _ ._ �_._.---.--�: THE CONTRACTOR SHALL COORDINATE ALL S 00'30'04° E °b _. of coNsrnucnoN -_._ _ _ ___ --� - 300 DRIVEWAY AND DRAINAGE TIE-INS ALONG 293 _ P.I. STA 293+87.96 294 2915 296 ARPORT BOULEVARD AND SANFORD AVENUE �µ 297 298 299 WITH THE SEMINOLE COUNTY PUBLIC WORKS DEPARTMENT. CONTACT MR. JERRY MATHEWS AT (407) 323-2500 EXT. 5646. U) SITS PLANT R f CGA�P R MPS I. a. AsvHu., PAVEMENT r ryQ Q LEGEND. Q o 0 a v PROPERTY LINE JG ��° I EKISTWG INFORMATION r a'EAR 0a \. I�� �3' + Q Z,. RE� j1 N z l ham. �p .�O ®I P.K. g , v, c, "� 01 EXISTING ELEVATIONS 0•CAMPkK7ptr CUM I E 5 '� F �_ ----IN D -CROWN• -SE N 4 O '� �fo ��1• -•s-- — �, EMOVE WING '� , s` __ _.__ __ _ __ ..._. ____ _ PROPOSED INFORMATION 4 RE VERED 1 /20 IRON FD III ¢ G/ ( g G G WALL Fl- h h z 33.O(f �� 2 '< � '� 0. IN COVERED m 0 M DIAN SURVEYINQ � 1 0Fnl 3.OARIL NCE gh Ca — p��G _ - NAIL ec a I 6�g �'"`"y�c0`O ` �'SiS'. PROPOSED ELEVATIONS ISCHARGE STRU RECOVERED eXe CA RECOVERED 1' PIPE 4R ,.--..•-- P NEWLY —%� SEE DETAIL THIS 0 DOT R/W MONUMENT 570 PLAT - T 091' do 1.21. SOUTH 8F "! SF _ _ ___.__ SF PROPOSED SILT FENCE 59.91' MEASURED o.46' NORTH e= 0.11' WEST ____ P PT,wN- - - STOP_SIGrl.. _ S . C&G , STD. C _� _sa n ._..-- TIE-IN I µ .O0' _ P LIGHT. COORDINATE POLEV; � 20 U T SLI _ �T Y CORRECTION � �N,NE CTI 0� N _. _ FE. _ _ E P - P« 0 N WITH P WI CONCRETE PAVEMENT P �_._. YEMENT WbOCf _ ^tr: SET 5� 6 fRON �.�. qN » CONSTRUCTI r UTILITY ..... ........ ... POLE 1 ✓'�' r SHANNON 7 1 d v i48 _. - 0 POLE- �------ wM wM wM wM _,. sTOrul _ x curet r� Oi1oN ,, 4. `IiOld Y �grra O►�° VALLEY GUTTER uTSRUTERCONTRUCoN (SAWCUT & MATCH EXISTING PAVEMENTh�.._. ____.-- TRANS111ON CURB TO MATCH EXISTING. TYp BOTHSIDES /�� RECOVERED RAILROAD SPIKE BASELINE OF SURVEY — EAST UNE SECTION 12-20-30 SANFORD AVENUE --- COUNTY ROAD 4 2 5 TONORTHEAST CORNER SECTION EAST 12. TOWNSHIP 20 SOUTH, RANGE 30 STA. 293+86.39 S 00'28'27' E 9.13' RIGHT S 00234b' E — � __ p _ —_ _ ._ �_._.---.--�: THE CONTRACTOR SHALL COORDINATE ALL S 00'30'04° E °b _. of coNsrnucnoN -_._ _ _ ___ --� - 300 DRIVEWAY AND DRAINAGE TIE-INS ALONG 293 _ P.I. STA 293+87.96 294 2915 296 ARPORT BOULEVARD AND SANFORD AVENUE �µ 297 298 299 WITH THE SEMINOLE COUNTY PUBLIC WORKS DEPARTMENT. CONTACT MR. JERRY MATHEWS AT (407) 323-2500 EXT. 5646. U) SITS PLANT R SCALE 1 '• 3a I Was G IM Neabon Ancrim hst#*c of AmWtod& / Royal hakxW of ]MtWh Arehibcdg TIN r-MUR 1bCOC 6763 VtRO DICE. ?J.. 35963 D.A. D>lYC» �C- 40'+3(i9 -6439C 0 � s LriPGD01[ 409{rfl' VEMM 164ANN UM CJJIp& SM 90!11 ACM 2099/t14 A3t&M lit 10996/ NJ "W DA RA 1106*•DJ CIA 3604/ DI ON U I"'Ht 9749is XC 26w,WC Y11i0 'C y \ i f SCALE 1 '• 3a I Was G IM Neabon Ancrim hst#*c of AmWtod& / Royal hakxW of ]MtWh Arehibcdg TIN r-MUR 1bCOC 6763 VtRO DICE. ?J.. 35963 D.A. D>lYC» �C- 40'+3(i9 -6439C 0 � s LriPGD01[ 409{rfl' VEMM 164ANN UM CJJIp& SM 90!11 ACM 2099/t14 A3t&M lit 10996/ NJ "W DA RA 1106*•DJ CIA 3604/ DI ON U I"'Ht 9749is XC 26w,WC Y11i0 'C y \ i rUuivua i ic>iv ��LAN V4* SCALE ........ ........_ _. METE12 T P «arc • - I�wvz 1 U .1 STORE #%22 SAWICQD, FLORIDA 06/18/96 C AV.CIIiTWTUQ1" LAND PUNNING INTZ210P-4 o MAGING Membev American Institute of Architects / Royal Institute of British Architects BM 650863 VIM© BUM M32%5 UA A. PHONL 407-569-6439 o =O -UM INGDOX 40U$r VMCI N MU06 4M CAM ZOU IWA NC ID TO"/ n AU44W NY 10W XJ 9306/ DA QA 10344-D/ GA 1609/ DX S/ X1 14W '1 M91 XC ----_.WATER/WASTE MARK CW HW WASTE WATm CLOSET I' 3' WALL HUNG LAV.V2' U2' ' FV2" FLOOR DRAM _ _ 4- -COMP SIiVIC_ ^ F -V2" I WATER HEATER? 3/4" 3/4' { SEWER SYSTEM ,T1G vyG /I f + l J 3/a' ..� ! WATER PIPING DIAGPAM STRUCTURAL NOTES ALL SLABS ON FILL SHALL BE 4' THICK WT14 UNLESS OT�2MSE NOTED LATER OF SLAB ,ALL WOOD IN CONTACT WITH MASONRY SHALL BE TREATED. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS UNLESS OTHERWISE SHOWN. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COD17IONS AND SHALL NOTIFY ARCHITECT/OR ENGINEER OF ANY DISCEPANCIES. ALL STRUCTURAL CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000.. IN 28 DAYS EXCEPT AS FOLLOWS, BEAMS AND REINFORCED SLABS - 3500 USE REGULAR WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS t 140 P.C.F. MIN. ) MAXIMUM PERMISSABLE SLUMP + 5' CONCRETE BEAMS NOT SCHEDULED ARE TIE BEAW AND SHALL BE A MIMMUM 8"X12" W/2 -t5 LONGITUDINAL BARS TO AND BOTT. USE I-tt5 TOP AND BUTT. CORNER BARS WITH 24" LEGS IN EACH BEAM CORNER. ALL BEAMS 30' OR DEEPER SHALL HAVE wtt3 INTERMEDIATE HORIZ BAR AT EACH FACE OF BEAM FOR EVERY 12' IN DEPTH OVER 300 . TIE COLUMS SHALL BE{IMUM 8'X12' WITH 4-u5 LONGITUDINAL BARS AND u2 TIES AT 12' OC. USE 30 DIA. LAP SPLICES. COLUMN TIE SPACING SHALL NOT EXCEED 12" OR LEAST DIMENSION OF COLUMN. HOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2` BELOW TOP OF SLABS AND 3" BELOW TOP OF BEAMS. y ........ ........_ _. METE12 T P «arc • - I�wvz 1 U .1 STORE #%22 SAWICQD, FLORIDA 06/18/96 C AV.CIIiTWTUQ1" LAND PUNNING INTZ210P-4 o MAGING Membev American Institute of Architects / Royal Institute of British Architects BM 650863 VIM© BUM M32%5 UA A. PHONL 407-569-6439 o =O -UM INGDOX 40U$r VMCI N MU06 4M CAM ZOU IWA NC ID TO"/ n AU44W NY 10W XJ 9306/ DA QA 10344-D/ GA 1609/ DX S/ X1 14W '1 M91 XC ----_.WATER/WASTE MARK CW HW WASTE WATm CLOSET I' 3' WALL HUNG LAV.V2' U2' ' FV2" FLOOR DRAM _ _ 4- -COMP SIiVIC_ ^ F -V2" I WATER HEATER? 3/4" 3/4' { SEWER SYSTEM ,T1G vyG /I f + l J 3/a' ..� ! WATER PIPING DIAGPAM STRUCTURAL NOTES ALL SLABS ON FILL SHALL BE 4' THICK WT14 UNLESS OT�2MSE NOTED LATER OF SLAB ,ALL WOOD IN CONTACT WITH MASONRY SHALL BE TREATED. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS UNLESS OTHERWISE SHOWN. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COD17IONS AND SHALL NOTIFY ARCHITECT/OR ENGINEER OF ANY DISCEPANCIES. ALL STRUCTURAL CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000.. IN 28 DAYS EXCEPT AS FOLLOWS, BEAMS AND REINFORCED SLABS - 3500 USE REGULAR WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS t 140 P.C.F. MIN. ) MAXIMUM PERMISSABLE SLUMP + 5' CONCRETE BEAMS NOT SCHEDULED ARE TIE BEAW AND SHALL BE A MIMMUM 8"X12" W/2 -t5 LONGITUDINAL BARS TO AND BOTT. USE I-tt5 TOP AND BUTT. CORNER BARS WITH 24" LEGS IN EACH BEAM CORNER. ALL BEAMS 30' OR DEEPER SHALL HAVE wtt3 INTERMEDIATE HORIZ BAR AT EACH FACE OF BEAM FOR EVERY 12' IN DEPTH OVER 300 . TIE COLUMS SHALL BE{IMUM 8'X12' WITH 4-u5 LONGITUDINAL BARS AND u2 TIES AT 12' OC. USE 30 DIA. LAP SPLICES. COLUMN TIE SPACING SHALL NOT EXCEED 12" OR LEAST DIMENSION OF COLUMN. HOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2` BELOW TOP OF SLABS AND 3" BELOW TOP OF BEAMS. INTEPIOP FINISH SCHEDULE DOOP 'SCHEDULE ROOM MARK —COOLER TOILETS FLOOR VINYLTtL.E VII T� WALLS 'MARLITE" PANELING ALMOND COLOR CEILING SUSP. AC. TILE CLASS "A" YREMARKS�_. MA12K 3 �- DESCRIPTION 3'-6"X T-0" TEMP GL. W% _ .. BRONZE ANDD. ALUM, FR. ..__ 3'—O"X 6'-8" HOLLOW GORE 6'x 6'-8" INSULATEDALMOND - ,= ._� , _,— _w 3 6 X 7 O HVY MTL. STO/UTILITY ' VI- T� -�' PANELING COLOR_ "MARLITE" PANELING— ALMOND COLOR SUSP. AC. TILE CLASS A_ __ SALES VINYL T� SUSP. AC. TILE CLASS 'A'4 7L204R_WAl CQQLF.R 0 AaDco L_---. -_.._.,.-_..____--.___----------_-1 �------------------------J ELEC� ( _ - �` 24N 12' PNLS BATT SHELVES , I • D , ION 12" r__.._,._ _--_ Kms' SINES -_n 5' 3 -COMP FEX- SINK 24'X24' BA } TT ` MOP SINK ' .. SC_K-® \� \\ 2 -DUPLEX RR. RECEPT. 16' SI-ELVNG 48' HIGH C LKS-NN4 x36 DEEP W/ 16 BASF_ 4 - SEE MILLWORK DWGS. BY OTHERS FOR SNACK BAR, "'` �----+ BUBBLER ICE COFFEE ISLAND, AND CHECK-OUT COUNTER. - i LINE OF 12WF 40 BEAM ABOVE 4' SQ. STL. PIPE I -..-_._.I % , rr--- _ I 16' SI-C-L.VING 48' HIGH ----- � —=--I — _k'..QL' V�/ 16' B __ �._ 4 SI�-ENING =F_— _j 16' SHEL 48 AG- H 72' HIGH X 19' DFP X 3e DEEPI �,,�*� 2 -DUPLEX - EMER I 'KELVINATBATT OR' 2 -DUPLEX V ��,' FLR. RECEPT. -- _ f _ I / STORAGE FRZRS. FLR. RECEPT, '`�'}---- 16' SWELVNG 48" RGH - -- - — +6 X 36 DEEP W/ 16 BASE. - _ �' 16' SHELVING 48' HIGH I X 36' DEEP W/ 16' BASE. Qag CA L Wra1 j AUT I X 36"DDt� w// W BLASE. _ _. 6'-6' '' M � �T /MV 1OMMUN 16 1.vNVG 48' HIGH X 36' DEEP W/ W BASE 72'I -NG I 9 bHELNGEBX ' DEEP r 4 1 FL_ I RECEPI'. vxwmsm6 SHELVING �-I aV.Prr� /� r __f.--- -.Mr..YW-.11-1M1-----Y. I _.•-•-. 72' HIGH X i9' qEEP 2 -DUPLEX I FLR. RECEPT, / +g CORNER i _ 1� VNG t CORNER12' SHELVING 12"- SHELVING \ I SHELVING-- -___1�72'HIGH X 19' DEEP72' HIGH X 19" DEEP____________________________ _-___-___--___-___-_--_-_-________ _____ _-____ ir 14'-DISPLAYSI�_ I LI i4' -O' DISPLAY O' __ fix MN i AZ M 417A GRAB TLT '. _41'f2 WATER CLOSETS 4.19 LAVATORIES TOILET ELEVATIONS FLOPIDA ACCESSIBILITY GO -DE HANDICAPPED TOILET SHALL HAVE A 42' GRAB RAIL INSTALLED 33' ABOVE FINISH FLOOR AND TOILET PAPER SPOOL 19' ABOVE FINISH FLOOR CENTERED FROM THE EDGE OF THE WATER CLOSET ON THE ADJACENT WALL. DOOR SHALL BE 3'-0' X 6'-8' X 1-3/4' LEAVING AT LEAST A MINIMUM 32' CLEAR OPENING. ALL DOOR HARDWARE SHALL BE IN ACCORDANCE WITH HANDICAPPED SPECIFICATIONS. ELECTRICAL DOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND OSHA REGULATIONS. v. .. .__ _r vw. ...r. .. . ._rr 1 v.� Y. r .w . rr--'..� . .� V... .. ..w. ✓/'-\ . 1.... Y. I'\VVi+1 . I".I \Vr. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, TESTS, FINES, ETC., AS REQUIRED. PRIOR TO COMMENCEMENT OF WORK, VERIFY ALL MEASUREMENTS AND CONDITIONS AT JOB SITE AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. VERIFY EXACT LOCATION OF ALL EQUIPMENT OUTLETS WITH OWNER AND/OR ARCHITECT. VERIFY EQUIPMENT SIZES VOLTAGE AND CURRENT CHARACTERISTICS BEFORE THE ORDERING CSF ANY EQUIPMENT AND BEFORE ROUG14NG-IN FOR EQUIPMENT TO BE SUPPLIED BY OTHERS. NOTIFY OWNER AND/OR ARCHITECT OF ANY CONFLICTS, CORRECTION OF ANY DEFECTS REPAIR OR DAMAGE DURING CONSTRUCTION AS WFi I AS ANY MINOR CHAN8ES IN RECEPTACLE LOCATIONS SHALL BE MADE WITHOUT ANY ADDITIONAL COST. FURNISH AND INSTALL HEAVY DUTY DISCONNECT SWITCHES AND MOTOR STARTERS AS REPUIRED FOR EQUIPMENT FURNISHED BY OTHERS. FUSES SHALL BE DUAL = PEP TIME DELAY TYPE. APPROVED MANUFACTURERS FOR SWITCHGEAR ELECTRICAL PANELS AND DISCONNECT SWITCHES ARE+ WESTINGHOUSE, SWARF D, AND I.T.E. BRANCH CIRCUIT WI12NG FROM PANEL TO RECEPTACLE TO BE WIRED AS FOLLOWS FOR A 20 AMP CIRCUIT, FIRST 50'.....12 AWG TSO' HE GTO 100I' .».. 10 AWG FOR THE I ST HALF OVER 100'LESS THAN 175'.... 8 AWG FOR THE I ST 1-IAEF OF THE CIRCUIT EXIT OR EMERGENCY WIRING .....K7 AWG WIRING FOR 120/208 VOLT SYSTEMS SHALL BE CODED AS FOLLOWS PHASE 'A" BLACK PHASE 'B' RED PHASE "C' BLUE NEUTRAL WHITE ALL INSULATED GROUNDING WIRES AND CABLES SHALL HAVE GREEN INSULATION. PROVIDE TYPED PANEL DIRECTORIES FOR ALL ELECTRICAL DISTRIBUTION DEVICES SUCH AS PANELS, DISC. SWITCHES, GUTTERS, ETC., INDICATING DEVICE NAME, VOLTAGE, PHASE, ETC. T14 ONTPACTOR TO CONNECT CONTROL DEVICES FOR HVAC AND ME AI'JIGAL EQUIPMENT AS REQUIRED. 3' GOND. W/3-500 MCM THHN CU. W/1-3/0 THHN CU. EXTERIOR 1 INTERM A-C-a+LEo� I _.. - 480/400 400A 200A I PAIS 'A' PANEL 'B' 200A 3Q' 200A 1g ' MLD MLO ox 6 -GO ER MLO f� i 1 3—PHASE I CWP 6' MIN, 1/0 CU, E ' COND. W/4-3/0 + 106 THHN CU. 2 > 5/B'X 8' < 12' COND. W/3-3/0 + 1#6 THHN CU. C2 COPPER CLAD LOAD SUMMARY, GRND. RODS PANEL A - 164 AMPS PANEL B - 147 AMPS TOTAL- 311 AMPS ELECTRIC SEQVICE PISE�' O SC LE STORE #9522, SANFORD FL. 06/18/96 FLOOP PLAN, ARCMTZCTURZ LAND PIA0 n INUP-1028 C MAGING EAqVZy !/4' SCALE Member: American Inatitute of Architects / Royal Inatitate of British Architects Tm BM 650863 VMD DOM M3965 II.B.A. AHONLJ7-5b9-649 1ta o ORO -MUM EXODON 40248r YMCM ISI AMM UM CANA; LONE 205A NCM 4079/ 1''li A0448W NY 102W NJ "Ob/ DA RA 10%4-D/ GA 1609/ DI 5186/ )2 1404/ T1 9'1M RC UO/ i I ISI t 1 jl I� l I� 7L204R_WAl CQQLF.R 0 AaDco L_---. -_.._.,.-_..____--.___----------_-1 �------------------------J ELEC� ( _ - �` 24N 12' PNLS BATT SHELVES , I • D , ION 12" r__.._,._ _--_ Kms' SINES -_n 5' 3 -COMP FEX- SINK 24'X24' BA } TT ` MOP SINK ' .. SC_K-® \� \\ 2 -DUPLEX RR. RECEPT. 16' SI-ELVNG 48' HIGH C LKS-NN4 x36 DEEP W/ 16 BASF_ 4 - SEE MILLWORK DWGS. BY OTHERS FOR SNACK BAR, "'` �----+ BUBBLER ICE COFFEE ISLAND, AND CHECK-OUT COUNTER. - i LINE OF 12WF 40 BEAM ABOVE 4' SQ. STL. PIPE I -..-_._.I % , rr--- _ I 16' SI-C-L.VING 48' HIGH ----- � —=--I — _k'..QL' V�/ 16' B __ �._ 4 SI�-ENING =F_— _j 16' SHEL 48 AG- H 72' HIGH X 19' DFP X 3e DEEPI �,,�*� 2 -DUPLEX - EMER I 'KELVINATBATT OR' 2 -DUPLEX V ��,' FLR. RECEPT. -- _ f _ I / STORAGE FRZRS. FLR. RECEPT, '`�'}---- 16' SWELVNG 48" RGH - -- - — +6 X 36 DEEP W/ 16 BASE. - _ �' 16' SHELVING 48' HIGH I X 36' DEEP W/ 16' BASE. Qag CA L Wra1 j AUT I X 36"DDt� w// W BLASE. _ _. 6'-6' '' M � �T /MV 1OMMUN 16 1.vNVG 48' HIGH X 36' DEEP W/ W BASE 72'I -NG I 9 bHELNGEBX ' DEEP r 4 1 FL_ I RECEPI'. vxwmsm6 SHELVING �-I aV.Prr� /� r __f.--- -.Mr..YW-.11-1M1-----Y. I _.•-•-. 72' HIGH X i9' qEEP 2 -DUPLEX I FLR. RECEPT, / +g CORNER i _ 1� VNG t CORNER12' SHELVING 12"- SHELVING \ I SHELVING-- -___1�72'HIGH X 19' DEEP72' HIGH X 19" DEEP____________________________ _-___-___--___-___-_--_-_-________ _____ _-____ ir 14'-DISPLAYSI�_ I LI i4' -O' DISPLAY O' __ fix MN i AZ M 417A GRAB TLT '. _41'f2 WATER CLOSETS 4.19 LAVATORIES TOILET ELEVATIONS FLOPIDA ACCESSIBILITY GO -DE HANDICAPPED TOILET SHALL HAVE A 42' GRAB RAIL INSTALLED 33' ABOVE FINISH FLOOR AND TOILET PAPER SPOOL 19' ABOVE FINISH FLOOR CENTERED FROM THE EDGE OF THE WATER CLOSET ON THE ADJACENT WALL. DOOR SHALL BE 3'-0' X 6'-8' X 1-3/4' LEAVING AT LEAST A MINIMUM 32' CLEAR OPENING. ALL DOOR HARDWARE SHALL BE IN ACCORDANCE WITH HANDICAPPED SPECIFICATIONS. ELECTRICAL DOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND OSHA REGULATIONS. v. .. .__ _r vw. ...r. .. . ._rr 1 v.� Y. r .w . rr--'..� . .� V... .. ..w. ✓/'-\ . 1.... Y. I'\VVi+1 . I".I \Vr. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, TESTS, FINES, ETC., AS REQUIRED. PRIOR TO COMMENCEMENT OF WORK, VERIFY ALL MEASUREMENTS AND CONDITIONS AT JOB SITE AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. VERIFY EXACT LOCATION OF ALL EQUIPMENT OUTLETS WITH OWNER AND/OR ARCHITECT. VERIFY EQUIPMENT SIZES VOLTAGE AND CURRENT CHARACTERISTICS BEFORE THE ORDERING CSF ANY EQUIPMENT AND BEFORE ROUG14NG-IN FOR EQUIPMENT TO BE SUPPLIED BY OTHERS. NOTIFY OWNER AND/OR ARCHITECT OF ANY CONFLICTS, CORRECTION OF ANY DEFECTS REPAIR OR DAMAGE DURING CONSTRUCTION AS WFi I AS ANY MINOR CHAN8ES IN RECEPTACLE LOCATIONS SHALL BE MADE WITHOUT ANY ADDITIONAL COST. FURNISH AND INSTALL HEAVY DUTY DISCONNECT SWITCHES AND MOTOR STARTERS AS REPUIRED FOR EQUIPMENT FURNISHED BY OTHERS. FUSES SHALL BE DUAL = PEP TIME DELAY TYPE. APPROVED MANUFACTURERS FOR SWITCHGEAR ELECTRICAL PANELS AND DISCONNECT SWITCHES ARE+ WESTINGHOUSE, SWARF D, AND I.T.E. BRANCH CIRCUIT WI12NG FROM PANEL TO RECEPTACLE TO BE WIRED AS FOLLOWS FOR A 20 AMP CIRCUIT, FIRST 50'.....12 AWG TSO' HE GTO 100I' .».. 10 AWG FOR THE I ST HALF OVER 100'LESS THAN 175'.... 8 AWG FOR THE I ST 1-IAEF OF THE CIRCUIT EXIT OR EMERGENCY WIRING .....K7 AWG WIRING FOR 120/208 VOLT SYSTEMS SHALL BE CODED AS FOLLOWS PHASE 'A" BLACK PHASE 'B' RED PHASE "C' BLUE NEUTRAL WHITE ALL INSULATED GROUNDING WIRES AND CABLES SHALL HAVE GREEN INSULATION. PROVIDE TYPED PANEL DIRECTORIES FOR ALL ELECTRICAL DISTRIBUTION DEVICES SUCH AS PANELS, DISC. SWITCHES, GUTTERS, ETC., INDICATING DEVICE NAME, VOLTAGE, PHASE, ETC. T14 ONTPACTOR TO CONNECT CONTROL DEVICES FOR HVAC AND ME AI'JIGAL EQUIPMENT AS REQUIRED. 3' GOND. W/3-500 MCM THHN CU. W/1-3/0 THHN CU. EXTERIOR 1 INTERM A-C-a+LEo� I _.. - 480/400 400A 200A I PAIS 'A' PANEL 'B' 200A 3Q' 200A 1g ' MLD MLO ox 6 -GO ER MLO f� i 1 3—PHASE I CWP 6' MIN, 1/0 CU, E ' COND. W/4-3/0 + 106 THHN CU. 2 > 5/B'X 8' < 12' COND. W/3-3/0 + 1#6 THHN CU. C2 COPPER CLAD LOAD SUMMARY, GRND. RODS PANEL A - 164 AMPS PANEL B - 147 AMPS TOTAL- 311 AMPS ELECTRIC SEQVICE PISE�' O SC LE STORE #9522, SANFORD FL. 06/18/96 FLOOP PLAN, ARCMTZCTURZ LAND PIA0 n INUP-1028 C MAGING EAqVZy !/4' SCALE Member: American Inatitute of Architects / Royal Inatitate of British Architects Tm BM 650863 VMD DOM M3965 II.B.A. AHONLJ7-5b9-649 1ta o ORO -MUM EXODON 40248r YMCM ISI AMM UM CANA; LONE 205A NCM 4079/ 1''li A0448W NY 102W NJ "Ob/ DA RA 10%4-D/ GA 1609/ DI 5186/ )2 1404/ T1 9'1M RC UO/ ENGINEER'S DRAWING POR ALL. SITE LITING, CANOPY LITING AND GAS CONSOLE CONNF_C11ONS. PROVIDE FLUORESCENT STRIP ALUM CASE W/ PLASTIC COVER INSTALL N SOFFIT ENTIRE LENGTH OF NORTH, EAST AND SOUTH ELEVATION OF BULOM SEE SECTION FOR LOCATION OF RECESS. 5' WIDE CONCRETE WALK SEE SITE PLAN H.B. L BOW #207 VOLTS, 120/24___ MAN AMPS200 ELEC PIC PA CLA NEYMA►Lo 3._7 PH_A. S_E. 4 -WIRE POLES 42 NBMA' DESCRIPITION LOAD V, A. _ WIRE BKR BKR CKT NO, CKT NO, BKR TRIPWI- BKR TRIP LOAD V. A. DESCRIPITION A G G N N _" A " _"�$ C RTU 1 5408 1/2 rRE 6 60--1 2� 2 12 1/2 1440 1500 �~ _ WATER HEATER 1350 ^� 610 _ —948 5408 5408 y� � � 5 4 6 -- 20 _ 12 --- _ 430 SPACE COFFEE GRINDER RTU 2 5408 INTERIOR LITING INTERIOR R OR LITING HOT DOG _. 6 60 _7 8 20 12 1200 � 8 COFFEE WARMER _ 5406 1440 _ 9 10 ---- _ 5408 — — SPACE _ 5408 41 11 12 _ 1200 � EXTERIOR SOFFIT T f _ SPACE RTU^3� 3300 _ 11 13 15 17 8 40 13 14 20 12 �. 1920 1200 1220 FC -1 + FC -2 4-3300 � 720 3300. � _15 17 16 18 """' 20 12 V16 18 LOTTO --- 1140 SPACE CHEST E FREEZER SPACE _ --- -- 19 20 20 12 _ 1140__ _ _ CHEST FREEZER SPACE CANOPY FLUOR — 360 CANOPY FLUOR 21 22 440 SPACE SLUSH PUPPY 24 1450 12 20 23 24 20 12 SITE POLE CARD READER 240 1140 CHEST FREEZER JET SPRAY 770 12 20 25 27 26 28 �30 20 12 _ _ 1140 1500 CHEST_ FREEZER SPACE _ I.D. SIGN _ SAFE 160 _ SPACE ^— COFFEE MAKER 1800 1800 28 12 12 f 2020 20 _ 29 31 32 20 20 12 12 1140 —� 1140 CHEST FREEZER LL CHEST FREEZER COFFEE MAKER SPACE -- 33 34 — — --- _ SPACE PANEL 'G' 4770 GENL PURPOSE 6 50 35 36 20 12 360 GENERAL PURPOSE 4, _ Y •1• 2400 — 360 37 38 20 12 360 ROOF RECEPT SW. NEUTRAL 34 _ 39 40 SPACE NOVELTY FRZR NOVELTY FRZR _ 720 -- SPACE — SHUNT TRIP 35 37 36 38 41 42 20 12 SPACE 220 TELEPHONE BOARD 'A' PHASE VAi 27,486 'B' PHASE VAi 14,116 'C' PHASE VAS 26,566 TOTAL CONNECTED VAS 68,168 68,186 / (240 * L 73) = 164 AMPS vOLTS1 120/240_._. MAN AWIS; 2o0 ELECTPIC PANEL B SAL, POLL -e DESCRIPITION LOAD V. A. COND BKR TRIP CKT N_O, CKT NO. BKR TRIP WIRE COND LOAD V, A. _ ^ DESCRIPITIQN A _ 610 C _ N A C N SANDWICH` COOLER 1/2 rRE _ 20 1 2� 20 12 1/2 1440 �~ INTERIOR LITING SANDWICH COOLER MICROWAVE —� 1350 ^� 610 _ —948 ��_ 3 5� 4 6 1 4 40 1440 INTERIOR LITING INTERIOR R OR LITING HOT DOG _. � 8 1440 _ INTERIOR LITING BUN WARMER ^_i SODA FOUNTAIN 450 720 _ 5408 — — 9 10 _ 1200 EXTERIOR SOFFIT T f _ 11 13 15 17 12 14 _ 1220 1220 1200 1220 EXTERIOR S ,.FI_—Ti I CANOPY SMH FOOD COUNTER 720 220 V16 18 LOTTO 720 19 21 20 22 1320 1320 CANOPY FLUOR GENL PURPOSE _ 360 CANOPY FLUOR REGISTER 440 23 24 820 SITE POLE CARD READER 240 25 26 1500 I.D. SIGN _ SAFE 160 27 28 1020 COOLER DOORS FUEL CONSOLE 230 29 30 _ _ _ 1020 COOLER DOORS GENL PURPOSE 360 31 32_ — 360 GENERAL PURPOSE GENL PURPOSE 36033 34 _ SPACE NOVELTY FRZR NOVELTY FRZR _ 720 720 35 37 36 38 SPACE 39 40 SPACE 41 1 35,233 / 240 147 AMPS 'A'= 16,120 27,486 'C"= 14,918 26, 566 TOTAL CONNECTED VAi 35, 433 GENL LITING 16,780 1.25 = 20,975 + OTHER LOADS = 14,258 35,233 VA NOTE FLUORESCENT CEILING FIXTURES SHOWN SHALL BE 4' AND 8' LAMPS W/ ELECTRONIC BALLASTS BY 'MIDWEST' MODEL S-132. THIS CONTRACTOR TOO LABEL ALL PANELS AND CIRCUITS AS O STORE #9522, SANFORD FL 06/18/96 \ AQCM CM o ,AND MANNING o IN IOP -19 o IMAGING iffAnvzy Member: American Instituto of Arcbitcd& / Roval Inatlitute of BMIA Amfiif&r4& I I� REFLECT 1/4 SCALE ED CEILING PLAN WHITE HATCHING 3' WIDE RAMP SIDEWALK �7 LINE W/ 6' I SPACE BETWEEN a. PARKING ACE H.C. PARKING SIGNAGE AND RAMP N TE , ALL PAVEMENT MARKINGS SHALL BE PAINTED W/ CHLORINATED RUBBER -ALKYD AASHTO PAINT M248 (FS -TT -P-115) TYPE III, MIN. 2 -GOATS. MIN. 2 MILS EA. COAT. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE VOLUSIA COUNTY" CODE AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. N.C. LANE MARKINGS SHALL BE BLUE. HATCHED AREA AND ALL NON-H.C. SPACES SHALL BE WHITE. SEE FDOT 17358 NOM, SEE HVAC PLAN FOR SUGGESTED APPROXIMATE LOCATIONS OF SUPPLY DIFFUSERS. TILE TO BE 3/4' VINYL FINISH IN 2'X 4' GRID. THIS CONTRACTOR TO CUT ALL OPENINGS TO ACCOMODATE ALL DUCTWORK, ELECTRICAL, AND CHASES. 0 ti STORE U9522 SANFORD, FLORIDA 07/06/96 4112 AQCMTZCTURZ o LAN PLANNING 0 1INTZ1210Q8 IMAGING HAnTly Member. American Institute of Architects / Royal Institute of British Architect& TIN - BM 650863 VMO MACii. Fig. 32965 UA.A. PRONL 407-•569-6439 YZDTm TmR Co AIRO-MnM LYNGDON 40MAf VMG1K TALO B USA CANAL, ZO)M W5A NCARB 7029/ n A2448V NY 102W NJ 9 */ DA 2A 14344-B/ GA 1609/ DL 5183/ )(114W T2 9719/ NC 2169/ &C 15( .B. _ nil rrrrrTmnrr 'PRECISION PHOTO -CELL , MODEL T-15, 60OW 05V tufflilu MIX BATT o N.B. r-- .X---- 4(2-2_-- ------------------------- ----------------------------- __- ELEC PNLS 10'X 12 _ � 1Z.C?CQQ-Q-Y-1ALK-IN CS�S�LER - — __ ___ __ _ [4_ LAQGE_ARDC-Q J) 2©RS, - sr -.1C __ �- ---------- // SINK BA =Ek Ar _ M SINK LZ 16' SI-IELVI X 36 DEEP 48" MGN W1 16" BASE. LINE OF C L1CN , I 12WF 40 ,. 4' SCL STL. PIPE j _ 16' SPEL.VIN 48' MGH - � 16 x36' 3-VNG 46 4 EE'W/ wB 1 41 7Z' SI-ELVING I 4GH X 19" 011- I ATT BEM ! t • KELVINATO 16 S4 -EL X 36' DEEP -_ __ �m..�__-- VING 48' HI 48' 4GhI / 16" BASE 1L - - _ - -- I ---- - _.DEEP S'Q'WQN�TER X36 DEEPW1WB 114GP x 10- i_--- DEEP ------- ---------- . b i i ----------------------------------- II a 14'- " DISPLAY 1 I , �-------- i I -------,----------- 14 - DISPLAY ------ II a _____T_ i ______- ------- t 5' WIDE CONCRETE WALK SEE SITE PLAN REFLECT 1/4 SCALE ED CEILING PLAN WHITE HATCHING 3' WIDE RAMP SIDEWALK �7 LINE W/ 6' I SPACE BETWEEN a. PARKING ACE H.C. PARKING SIGNAGE AND RAMP N TE , ALL PAVEMENT MARKINGS SHALL BE PAINTED W/ CHLORINATED RUBBER -ALKYD AASHTO PAINT M248 (FS -TT -P-115) TYPE III, MIN. 2 -GOATS. MIN. 2 MILS EA. COAT. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE VOLUSIA COUNTY" CODE AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. N.C. LANE MARKINGS SHALL BE BLUE. HATCHED AREA AND ALL NON-H.C. SPACES SHALL BE WHITE. SEE FDOT 17358 NOM, SEE HVAC PLAN FOR SUGGESTED APPROXIMATE LOCATIONS OF SUPPLY DIFFUSERS. TILE TO BE 3/4' VINYL FINISH IN 2'X 4' GRID. THIS CONTRACTOR TO CUT ALL OPENINGS TO ACCOMODATE ALL DUCTWORK, ELECTRICAL, AND CHASES. 0 ti STORE U9522 SANFORD, FLORIDA 07/06/96 4112 AQCMTZCTURZ o LAN PLANNING 0 1INTZ1210Q8 IMAGING HAnTly Member. American Institute of Architects / Royal Institute of British Architect& TIN - BM 650863 VMO MACii. Fig. 32965 UA.A. PRONL 407-•569-6439 YZDTm TmR Co AIRO-MnM LYNGDON 40MAf VMG1K TALO B USA CANAL, ZO)M W5A NCARB 7029/ n A2448V NY 102W NJ 9 */ DA 2A 14344-B/ GA 1609/ DL 5183/ )(114W T2 9719/ NC 2169/ &C 15( __------I- I I 8' X 12• MIN. C TE BEAM 1 i 8" k f2' MN. CO . TIE BEAM I 8 X MN. bONC.ITIE BEAM 8" X 12' MII CONIC. TIE TEAM I I 8' X 12' CONC. TIE -BEAM I I t 1 1 t PROVIDE 8"X 8 ,4 CONC. LINTEL. VER 1 1 OPENINGZ ' ' _.........._......_..._' _..-- --•__' ' _��.....' _�._.._' ....._...'___..,� _:...., ,._ 1 «.__...._.._.... ' ..__�...... ' _....-.........�......' ; 1 t DOOR 1 i i i i i I -1/4"X 14'X I/8' NORFONTAL BRIDr, TOP ANS BOTTOM ; I I o'-- i+ 1 1 I I i I I 1 I I I I 1 i 1 , - -x -____-_-__ -------- t___.___ -____._.t-_- ___��______�__ t - I j i i 1 1!' -1/4"X11 -1/4"X I/8' � IZONTAL GNG TOP APS BOTTOM CORDS I I I i { I( i 1 1 i I I I i _____-.� ___ _ __ ____ � �A o GH TYPICAL SEc ON '--- - " —, LCCATION of I I I I 1ROOFTOP ACITS BEAM AB VE12WF 40 It 1 11 11 -11 .1 11 ' 11 1 1 1 i?1 1 1 1 1 NOTE ' JTHIS�STRA DLE STEELF ATORbP7A/C OISTS 1 x i - ----iI SANITAPY . I S E DIAGPAM VW11p DWGS FDR OPEN WEA JOISTS ANEXTENSION M CONNENS FOR NO0 SCALE AND - BEFORE; FABRICAC A X TECrs APF�ROVAL I I I i I I r A/C COMdRESSOR W/ I I I I f I ( ! VIBRATION MOUNT$ MN, 18' ABV; JOIST AtNCNORAGE S4}IALL 8E '� Rpp� 1 ; n3 REB OR WELD ATES. I I SUBMIT Si -IOP DRA" TO 0 j i j I , FABRICATOR - —___ _ ' ' ' SHALL SLiBMIT DETAILS _ —�_ —� _ __ �_ FOR 'APPROVAL PRIOR TO FABI KATION rw� 'I _ ___, f' _ __ PLUMBING NOTE S I1 , —t —t- `.i,- `t-- ..1-._--�------_--_-f---_.—___..__-.I.—_ ' -- - i - DRAIN SHALL ' THE SEALOF A FLORID ' 1 I 1 ; -^— _-- ; - _r ; ; _ ALL MATERIALS AND WORKMANSHIP SHALL BE 1N ACCORDANCE i TE D Et=- APPROVED IDWGS SHALL I I I I I I I I WITH ALL LOCAL CODES AND ORDINANCES AND ALL MATERIALS BE SUBMITTED TO BLDG. DEPT, 1 ; ; ; ; ; ; ; � ! I i � SHALL BE NEW, FREE FROM DEFECTS AND OF AMERICAN MANUFACTURE. j - - ----) WATER PIPING SHALL BE TYPE 'L' HARD TEMPER COPPER I NI '' I'I TUBING WITH WROUGHT COPPER FITTINGS AND 95/5 SOLDER JOINTS. 1-1/4'X ltV4'X V8' HORIZONTAL BRID6NG TOP ABOTTOM CHORDS PROVIDE FIXTURE. ' I P STOPS AND AIR CHAMBERS AT EACH ALL PIPING SHALL BE SUPPORTED IN AN APPROVED MANNER FROM THE BUILDING STRUCTURE. INSTALL DIELECTRIC FITTINGS AT ALL E--- -- I DISSIMILAR PIPING CONNECTIONS. 1111 I I I I I I I I I I J I I I! I ALL WATER PIPING SHALL BE TESTED AT 100 PSIG HYDROSTATIC 18 H8 bPEN wEBStEEt JOISTs '24.0. PRESSURE FOR A MINIMUM OF 8 HOURS. 1.1/4 1-V4"X 1/8' H- RIZONTAL BIl DGNG Top AM BOTTOM Ds I I I W I /?-------------�---------- �--_-------�---- -- -------- -------- _—_.__ __ 11` � � � HEAD OF WATER.. WATER LEVEL ATTESTED WITH A IN FOOT _._r _._.,..amu_ _....�..urs.__.�—u_�__�..__u..�._�..�.ulrr_...__wrw...wwxr_w.�.r__���..r �—ur _r�.a_ UPPERMOST POINT SHALL REMAIN _ _ _ .__ . ___ J____ ___ _ _ - ---{ UNCHANGED FOR A MINIMUM OF 8 HOURS. 1 I i i i i i I I I X ' PLUMBING CONTRACTOR TO PAY FOR ALL PERMITS, FEES, INSPECTIONS AND T ESTING PLUMBING CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL I i CNANNE CONDITIONS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY. 1 1 1 ' t GSR OUIRED DUE TO SUCH CONDITIONS, BEFORE PROCEEDING WITH THE WORK 1— 8' X t MN. CONC. 41E BEAM 8'X 2�' CONC B" i 84 25' C�JNC B�AM j I ( 8•x 25" CON BEAM n�IN A STORE 49522, SANFORD FL. 05/18/96 ARCUMCTURZLANA► PLA.u� p �Tc�24 - G�G HAavoy Menbtr: Aseriaan Institute of Architect& / Ilo Inatitutc of Brig Are yaI ah hiteeta t t� D 650863 VMO D01M fL 32965 D�AJL PRONL 4077-%9-6439 I� � KA, o MO -MOM =OWN 40U VMW IbUMA UM C1NAb ' 2MA NCM 70'39/ A AR41 W NY 100W NJ 9306/ DA 12A KN44/ GA 1609►/ DE SM !!a! 1404/ K'1! 9!T9/ 2tC 11469/ tlC� ------ '0 A IZ. coNc. Tt: 9EAM �-1 ia- ------------ I I i I I I I N075 i SEE TYPICAL WALL SECTION FO TO PSTEEL FRAMING FABRICATOR DRAMSRO DE E1G D Sapp MS FOR ARCH- TEC7'S APPROVAL I 15,-2' 3'-12"_._� 1Q-10 A STORE 49522, SANFORD FL. 05/18/96 ARCUMCTURZLANA► PLA.u� p �Tc�24 - G�G HAavoy Menbtr: Aseriaan Institute of Architect& / Ilo Inatitutc of Brig Are yaI ah hiteeta t t� D 650863 VMO D01M fL 32965 D�AJL PRONL 4077-%9-6439 I� � KA, o MO -MOM =OWN 40U VMW IbUMA UM C1NAb ' 2MA NCM 70'39/ A AR41 W NY 100W NJ 9306/ DA 12A KN44/ GA 1609►/ DE SM !!a! 1404/ K'1! 9!T9/ 2tC 11469/ tlC� `KH.VINA STORA S. 16 SNE LVNG 48' RGH X 36 DEEP W/ 16' BAc ISI HVAC SPECIFICATION NOTES L THE WORK CONSISTS OF THE INTENT OF THESE SCHEMATIC DRAWINGS AND SPECIFICATIONS, FURNISHING ALL MATERIALS AND EQUIPMENT AND PERFORMING ALL LABOR AND SERVICE NECCESSA12Y TO COMPLETE THE INSTALLATION OF OPERATING HVAC SYSTEM AND ASSOCIATED WORK AS SHOWN, SPECIFIED AND REQUESTED. THIS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL AND SHALL BE RESPONSIBLE FOR OBTAINING PERMITS FOR THIS PART OF THE WORK. DRAWINGS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER. 2. THE INSTALLATION SHALL BE IN COMPLIANCE WITH THE LATEST ADDITION OF THE STANDARD MECHANICAL CODE, AND ALL LOCAL CODES AND ORDINANCES. 3. ALL DUCTWORK SHALL FOLLOW SMACMA RECOMMENDED PROCEDURES FORE FIBERGLASS DUCT. 4. FURNISH A 5- YEAR WARRANTY ON ALL COMPRESSORS AND A I- YEAR SERVICE AND GUARANTEE ON ALL CONTROLS AND EQUIPMENT. 5. ROOF -TOP UNIT SHAH BE EQUAL TO 'YORK', 'RHEEM' OR APPROVED EQUAL.. INCLUDE NO LESS THAN STANDARD FEATURES. SINGLE POINT GAS AND ELECTRICAL CONNECTION TO AIR HANDLER AND HEATER. AIR HANDLER SHALL HAVE FILTER RACKS AND HAVE MOTOR OVERLOADS, RESTART DELAY, AND FUSED SERVICE DISCONNECT. 6. CONDENSATE DRAIN SHALL BE I' SCHEDULE 40 PVC DRAIN. 7. TEMPERATURE CONTROL WITH THE12MOSTAT SHALL BE WALL MOUNTED ON INTERIOR WALL. SENSOR SHALL AUTOMATICALLY CAUSE A SEQUENCED HAT OR COOL TO MAINTAIN SPACE TEMPERATURE. WIRE AUTO -POSITION TO BE ON POSITION. 8. MANUAL DAMPERS AT ALL BRANCH TAKE -OFFS SHALL HAVE QUADRANT INDICATING HANDLE WITH POSITION LOCKING SCREW. 9. EXHAUST DUCTS SHALL BE SHEET METAL OR CLASS "O' FLEXIBLE METAL. 10. GRILLS, REGISTERS, AND DIFFUSERS AS SHOWN WITH PATTERN ARRANGEMENT SHALL BE ACCEPTABLE. TO BE 'TITUS' OR APPROVED EQUAL.. It. FLEXIBLE DUCT CONNECTOR SHALL BE HUNG ABOVE WITH 1-1/2" GALVANIZED METAL STRAPS. CONNECTOR SHALL HAVE MINIMUM F -FACTOR OF .45 • 1000 FPM, UL -181 LISTED AND COMPLY WITH NFPA 90-A. INSULATION SHALL COMPLY WITH FLORIDA ENERGY CODE. M DUCT SMOKE DETECTOR IN THE RETURN AIR DUCT SHALL BE WIRED TO SHUT DOWN AIR HANDLER. 13. UNIT SHALL BE MOUNTED ON ROOF CURB WITH VIBRATION ISOLATOR. 14. DUCT SHALL BE SUSPENDED FROM ABOVE, CLEAR OF ANY ATTIC OR CEILING INSULATION AND SHALL BE RUN BETWEEN ROOF JOISTS. 15. FIBERGLASS DUCT SHALL BE CAREFULLY CRAFTED, WITH SHIPL.AP JOINTS AND SEAMS. 16. THIS CONTRACTOR SHALL LOG HIS OWN TEST AND BALANCE OF THE SYSTEM FOR APPROVAL BY THE OWNER. AIR FLOWS SHALL BE ADJUSTED AS REQUIRED TO OBTAIN INDICATED FLOWS SUBMITTED FOR SYSTEM. EQUIPMENT SHALL OPERATE QUIETLY AND SHALL BE INSTALLED THAT THE OPERATION SHALL CAUSE NO PERCEPTIVE VIBRATION IN THE STRUCTURE AND SHALL RESULT IN NO OBJECTIONABLE NOISE. 17. ACCEPTANCE OF WORK SHALL BE AFTER APPROVALS FROM BUILDING DEPARTMENT, AND ALL DEBRIS, EXCESS MATERIAL, EQUIPMENT AND SCRAP HAVE BEEN REMOVED FROM PREMISES. I 5' WIDE CONCRETE WALK SEE SITE PLAN o /9�Fmfl 9 STORE #9522 SANFORD, FLORIDA 07/05/96 \�F 41 111AIZVEmy M"&. . Amerieaa Iastlitiate of Architects / Royal Iuatitute of British Architects 'tm > Btu 650863 VM20 BUMM 32%5 UAL PHONE401-569-6439 Q At - 'Cc nUoi-Q 3 Iti (;WX 4M81' VMW WUM CANAL Wn IM ll<C= 70"/ 1% Aii44M NY IMV NJ 946/ DA RA 1094-W Q& 1G09! DI Nw XI low TI 9m/ NC CONT, ALUM GRAVEL STOP AND DRIP CONT. TOP OF 4 CONC. BEAM 8N 12" MIN CONT. CONCRETE TIE BEAM W/ 4-95 CONT, STUCCO FIN. I FURRING, ROCKLATH/ PLASTER R-11 MIN. i i I j CONT. BASE 1/2' CONT. 4" CONC. SLAB W/ EXP. JT.6'X6" #10 GALV. WIRE MESH OVER /.004'VISQUEEN' WELL TAN FILL — SEE FOUNDATION PLAN FOR FOOTINGS ..-- MIN 2,500 . SOIL BEARING TYPICAL '✓`JALL SECTION. 4 A • JOIST ANCHORAGE- SHALL BE 33 REBAR OR WELD PLATES. FABRICATOR SHALL SUBMIT DETAILS SHOWING ANCHORAGE. e d a' tl d p d a, d d p .tld ,p 71 STEEL BEAM � �i �.,ISNB STEh'h;�RO F JOIST � 8" OC. / / ( SUBMIT M SHOP DRAWINGS MN APPRO L > \ �\ BEAM WX-'C CONT. # NOTE, STEEL FABRICATOR TO PROVIDE SHOP DWGS FOR OPEN WEB JOISTS AND EXTENSION AND BEAM CONNECTIONS FOR ARCHITECT'S APPROVAL BEFORE FABRICATION. DRAWINGS SHALL BEAR THE SEAL OF A FLORIDA REGISTERED ENGNN ER. APPROVED DWGS SHALL i BE SUBMITTED TO BLDG. DEPT. 4 -PLY 20 YR. BONDABLE BUILT-UP ASPHALT AND GRAVEL ROOF OVER 1' RIGID R-19 ROOF INSULATION OVER 2-1/2' LIGHTWEIGHT CONC. ROOF DECK OVER CORRUGATED METAL DECKING OVER STEEL BAR JOISTS. } A `1- WELD ANGLE •.. � . ._ TO JST EXT. / WELDED 17DGIN ' e 24" OC. 2.5"X2.5"X 3/16" 3.5'X3.5"X.25" STL. 1..• t'•. I ANGLE/BOLT STL ANGLES ---_ / 5/8' BOL2=CfC. � Ly �' •: WELD 3/4" MIN. ALUM. GROUT COAT SOFFIT TYPICAL JOIST EXTENSION EACH JOIST. STEEL FABRICATOR TO PROVIDE JOIST AND EXTENSION FOR ARCHITECT'S APPROVAL BEFORE FABRICATION. I/4" POL. PL.GL. W/ BRONZE ANOD. ALUM FRAMES (1-3/4'X 47. SEE ELEVATIONS. 2"X 4" CONT. BLOCKING CONT. ALUM GRAVEL STOP AND DRIP CONT. 2'X 4" CONT. TOP OF CONC. BEAM I +12'-O' ACM FASCIA TYP. 5/8' XT. PLYWD. SHEATHING 2'X 4 . 24" OC. ( BOLT TO FRAMING o 16' OC. FURRING, ROCKLATH/ PLASTER R-11 MIN. BEYOND I i _ i i 4'X 4"X 1/4" STL. COL. 'CONC. FILLED' I r GROUT COAT 10"X 10"X 5/8" BASE I PL. W/4-5/8' BOLTS r— *10" LG. (RECESSED) CONT. 8"X 8' CONC. BASE •'' . _ 5-#5 BOTT. ( i . ; , CAP W/2 -U4 " CONC. SLAB W/ 4" CONC. SLAB W/ EA. WAY � ! ,,� 4� 6'X6' #10 GALV6'X6" #10 GALV. . '. / FIN. CONC. SLAB TOP OF WIRE MESH OVER FIN• WIRE MESH W/2-#4 F/7 SLAB / ' w ' . 004 '_VI.SQU-E-E N-'CONC S OO A\rir,r�` , :. :. r'� ,r� ��i' NOTE r DATUM ELEV O' - O ' a .. v , n I . v • . ' --..004 "VISQUEEN" TO BE + 15.50 SEE SITE PLAN / 12" CONC. UNFROCK FILL COMPACTED\ - - rrr,,i� �\�/'i WELL TAMPED _ BLOCK IN 12' LAYERS TO 95% OF THE \� \��\�\��\��\��\ �\ / FILL ----, 3-#5 CONT. STANDARD PROCTOR DENSITY TEST. / #5 TRANSV _. 4'-0_ - '0 o24' OC. SEE FOUNDATION PLAN TYPICAL.. PIPE COL . SECTIONFOR FOOTINGS 3/4" SCALE MIN 2.500 - -� SOIL BEARING-------� a Q STORE tt9522 SANFORD, FLORIDA 07/06/96 ARC19ITZCTURZ - LAND PLANNING - INTMIOP-8 - -IMAGING E 2 V TZ, Y Nembc .. American Institute of Architects / Royal Institute of British Architect& DM 654863 V=0 NAM IL 32965 Z&A. PROM 447-%9-6439 � � o EURO-IINl'l'1CD IVCD014 40Z48F VMCM I&MMA UM COAL ZOR 205A NCAM 7024/ n AR44>f'E/ NY 10=/ NJ "06/ DA 2A 10M -H/ GA 1609/ DR 51$5/ ME 1404/ T1 M9/ NC U69/ &C FIN. TOP OF CONC. SLAB GRADE 4 - - _ _ NOTE, DATUM ELEV 0'-0" TO BE + 1560 SEE SITE PLAN ITX 20" CONT. CONC. FTG, W/ 3-45 CONT. ,, I FURRING, ROCKLATH/ PLASTER R-11 MIN. i i I j CONT. BASE 1/2' CONT. 4" CONC. SLAB W/ EXP. JT.6'X6" #10 GALV. WIRE MESH OVER /.004'VISQUEEN' WELL TAN FILL — SEE FOUNDATION PLAN FOR FOOTINGS ..-- MIN 2,500 . SOIL BEARING TYPICAL '✓`JALL SECTION. 4 A • JOIST ANCHORAGE- SHALL BE 33 REBAR OR WELD PLATES. FABRICATOR SHALL SUBMIT DETAILS SHOWING ANCHORAGE. e d a' tl d p d a, d d p .tld ,p 71 STEEL BEAM � �i �.,ISNB STEh'h;�RO F JOIST � 8" OC. / / ( SUBMIT M SHOP DRAWINGS MN APPRO L > \ �\ BEAM WX-'C CONT. # NOTE, STEEL FABRICATOR TO PROVIDE SHOP DWGS FOR OPEN WEB JOISTS AND EXTENSION AND BEAM CONNECTIONS FOR ARCHITECT'S APPROVAL BEFORE FABRICATION. DRAWINGS SHALL BEAR THE SEAL OF A FLORIDA REGISTERED ENGNN ER. APPROVED DWGS SHALL i BE SUBMITTED TO BLDG. DEPT. 4 -PLY 20 YR. BONDABLE BUILT-UP ASPHALT AND GRAVEL ROOF OVER 1' RIGID R-19 ROOF INSULATION OVER 2-1/2' LIGHTWEIGHT CONC. ROOF DECK OVER CORRUGATED METAL DECKING OVER STEEL BAR JOISTS. } A `1- WELD ANGLE •.. � . ._ TO JST EXT. / WELDED 17DGIN ' e 24" OC. 2.5"X2.5"X 3/16" 3.5'X3.5"X.25" STL. 1..• t'•. I ANGLE/BOLT STL ANGLES ---_ / 5/8' BOL2=CfC. � Ly �' •: WELD 3/4" MIN. ALUM. GROUT COAT SOFFIT TYPICAL JOIST EXTENSION EACH JOIST. STEEL FABRICATOR TO PROVIDE JOIST AND EXTENSION FOR ARCHITECT'S APPROVAL BEFORE FABRICATION. I/4" POL. PL.GL. W/ BRONZE ANOD. ALUM FRAMES (1-3/4'X 47. SEE ELEVATIONS. 2"X 4" CONT. BLOCKING CONT. ALUM GRAVEL STOP AND DRIP CONT. 2'X 4" CONT. TOP OF CONC. BEAM I +12'-O' ACM FASCIA TYP. 5/8' XT. PLYWD. SHEATHING 2'X 4 . 24" OC. ( BOLT TO FRAMING o 16' OC. FURRING, ROCKLATH/ PLASTER R-11 MIN. BEYOND I i _ i i 4'X 4"X 1/4" STL. COL. 'CONC. FILLED' I r GROUT COAT 10"X 10"X 5/8" BASE I PL. W/4-5/8' BOLTS r— *10" LG. (RECESSED) CONT. 8"X 8' CONC. BASE •'' . _ 5-#5 BOTT. ( i . ; , CAP W/2 -U4 " CONC. SLAB W/ 4" CONC. SLAB W/ EA. WAY � ! ,,� 4� 6'X6' #10 GALV6'X6" #10 GALV. . '. / FIN. CONC. SLAB TOP OF WIRE MESH OVER FIN• WIRE MESH W/2-#4 F/7 SLAB / ' w ' . 004 '_VI.SQU-E-E N-'CONC S OO A\rir,r�` , :. :. r'� ,r� ��i' NOTE r DATUM ELEV O' - O ' a .. v , n I . v • . ' --..004 "VISQUEEN" TO BE + 15.50 SEE SITE PLAN / 12" CONC. UNFROCK FILL COMPACTED\ - - rrr,,i� �\�/'i WELL TAMPED _ BLOCK IN 12' LAYERS TO 95% OF THE \� \��\�\��\��\��\ �\ / FILL ----, 3-#5 CONT. STANDARD PROCTOR DENSITY TEST. / #5 TRANSV _. 4'-0_ - '0 o24' OC. SEE FOUNDATION PLAN TYPICAL.. PIPE COL . SECTIONFOR FOOTINGS 3/4" SCALE MIN 2.500 - -� SOIL BEARING-------� a Q STORE tt9522 SANFORD, FLORIDA 07/06/96 ARC19ITZCTURZ - LAND PLANNING - INTMIOP-8 - -IMAGING E 2 V TZ, Y Nembc .. American Institute of Architects / Royal Institute of British Architect& DM 654863 V=0 NAM IL 32965 Z&A. PROM 447-%9-6439 � � o EURO-IINl'l'1CD IVCD014 40Z48F VMCM I&MMA UM COAL ZOR 205A NCAM 7024/ n AR44>f'E/ NY 10=/ NJ "06/ DA 2A 10M -H/ GA 1609/ DR 51$5/ ME 1404/ T1 M9/ NC U69/ &C STUCCO FINISH 4" BRICK VENEER W/ TIES *16" OC. VERT AND 32" HORIZ. SELECTION BY OWNER j BEST ELEVATION I/4" SCALE .�.� STOQEFK?ONT NOTES' METHOD OF ATTACHMENT = SILL, HEADER AND JAMBS =14X 3" WOOD SCREWS OR 1/4'X 2-1/4" TAPCONS • FASTEN AT 4" FROM EACH END, 16" OC. —----- .__ ___..; STOREFRONT SYSTEM SHALL MEET OR EXCEED WIND LOAD PRESSURES OF 110 MPH. ALUMINUM WINDOW FRAMES SHALL MEET TEST PEOU112EMENTS IN ALUM. FASCIA C ACCORDANCE WITH ANSI/AAMA 101-88 AND ALUMINUM SWING DOORS IN ACCORDANCE WITH ANSI/NWWDS I.S. 8-88. SWING DOORS SHALL BE TESTED FOR POSITIVE AND NEGATIVE WIND PRESSURES AS - W PER CHAPTER 23 OF THE SOUTH FLORIDA BUILDING CODE. _ _ , _ _ __ T_ __ _ _ _ 1 _._-- -- - _ _ ._. _ __ HARDWARE FOR ALL DOORS SHALL CONFORM TO SECURITY AND FORCED L - _� .._. • ENTRY PREVENTION, CHAPTER 36, OF THE SOUTH FLORIDA BUILDING CODE. _�L_� L .� __ 1._._ . _ L.. _L _� 1 _ �__ _ �_I . I_ _L — ___ L _ I FASTENERS SHALL BE SPACED AS TESTED OR 24' OC., WHICHEVER IS LESS. 4' BRICK VENEER _ L _-- -- _-- _ _- -- -- _. L_ I _ _____ 7�_ Cm. i_._ T T..__l.__ __..I : _ __ ���_ THE FIRST FASTENER SHALL BE LOCATED NO MORE THAN 6' FROM EACH CORNER, W/ TIES e24" OC. E.W. -,- -- ._ L , -1 _ LI-__ _1 _ 1.__ _._1.__ ___ _. _l__ _Z _�. � �—_�_-___ I I T � T MULLION, OR STILE. FASTENER PENETRATION SHALL BE AS TESTED OR 3/4", SELECTION BY OWNER ``�- L T _ _ 1 T __ I _ _ WALL TIES SHALL BE REQUIRED WHICHEVER IS NIGHER. NO WOOD OR PLASTIC SHIELDS OR PINS SHALL BE PERMITTED. __ _ _ _ " NO MORE THAN 16 VERTICALLY " �� - �" AND 32" HORIZONTAL SPACING ALL GLASS PANELS IN AND ADJACENT TO EXTERIOR ENTRANCE SWING DOORS SOUTH ELEVATION - 1/4" SCALE _ 4" WHITE STRIPE ALUM. FASCIA AS FOLLOWS, 1" BLACK STRIPE 4" WHITE STRIPE 32" BLUE FIELD (u301) 3" RED STRIPE (416!5 RANGE STRIPE (tti65) 3" ORANGE STRIPE (u165) _N T , E GLAZING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO FABRICATION AND SHALL BE RESPONSIBLE FOR PERMIT ENCOMPASSING HIS WORK. -- GLAZING SHALL BE DESIGNED FOR 110 MPH T 30# PSF WIND LOADING. _ T ALUM. FASCIA AS FOLLOWS, I" BLACK STRIPE 4" WHITE STRIPE 32' BLUE FIELD 0301) 3' RED STRIPE (tt185) 3" ORANGE STRIPE (tt165) TOP 0 CONC. FRAME TC DATL O. -O" SEE _. TYPICAL. SHALL BE TEMPERED. -- ALUMINUM WALL SYSTEM TO HAVE CURRENT DADE COUNTY PRODUCTS CONTROL APPROVAL. __L__ _ __ _. �1- _ _ , . _ _. SHOP DRAWINGS SHALL BEAR THE DADE COUNTY APPROVAL NUMBER AND SHALL BEAR THE SEAL OF A FLORIDA REGISTERED ARCHITECT OR ENGINEER. ALUMINUM WALL SYSTEM BY ARCH ALUMINUM AND GLASS COMPANY,SERIES 4000, DADE COUNTY APPROVAL v94-0104.01, OR APPROVED EQUAL. ARCH ALUM. AND GLASS CO. 1400 S.W. 6TH COURT S. POMPANO BEACH, FL. 33069 i" BLACK STRIPE PROVIDE 4'X IZ ILLUMINATED LOGO PANEL FASTENED TO FASCIA. 32" BLUE FIELD (#30D � 3' RED STRIPE 0185) 15 .1 I/4 POL. PL. LASS ROVIDE T MPERED GLASS ' F L - t- S) ELITES E SIDE SIDE F DOOR TYP. SANFOPD AVE. CP 425 ELEVATION (EAST i/4" SCALE L "M 1/4" P L. PL. GL SS _ _� LOCATION OF I PRO DE TEMP I_�_ ED GLAS EMER SHUT-OFF SIDE ES EA. SI E _ _-L __ .L._ ._� _._ �_._ SIDE OF DOORSTYP. NOTE, HANDICAPPED HARDWARE SHALL HAVE Bn PSF DOOR CLOSERS AND PUSH/PULL AND LOCKSETS AT 32" ABV, FIN PLR. I U' 0o )CA STORE tt9522 SANFORD, FLORIDA 07/06/96 ' AD-CIEWCTUM ° LAND PLANNING o INTMIOR8 o IMAGING1ffAav2y Member. American Institute of Architects / Royal Institute of British y Architects ���TM��.�- BM 650863 vW0 B%t4(.' x YL 32%5 U.&L PRONI 407.569-6439 0 IMO-MMW MGDOM 40U$r VIRGIN I&ItA M MSA CANAL ZONE W5A NCM 7029/ n AR40V NY 1022 IBJ 9306/ DA DA 10344-B/ GA 1609/ D1 5184/ MX 1444/ TZ M9/ NC 2*9/ J 0 _-- S DOOR SCI EDULE L "M 1/4" P L. PL. GL SS _ _� LOCATION OF I PRO DE TEMP I_�_ ED GLAS EMER SHUT-OFF SIDE ES EA. SI E _ _-L __ .L._ ._� _._ �_._ SIDE OF DOORSTYP. NOTE, HANDICAPPED HARDWARE SHALL HAVE Bn PSF DOOR CLOSERS AND PUSH/PULL AND LOCKSETS AT 32" ABV, FIN PLR. I U' 0o )CA STORE tt9522 SANFORD, FLORIDA 07/06/96 ' AD-CIEWCTUM ° LAND PLANNING o INTMIOR8 o IMAGING1ffAav2y Member. American Institute of Architects / Royal Institute of British y Architects ���TM��.�- BM 650863 vW0 B%t4(.' x YL 32%5 U.&L PRONI 407.569-6439 0 IMO-MMW MGDOM 40U$r VIRGIN I&ItA M MSA CANAL ZONE W5A NCM 7029/ n AR40V NY 1022 IBJ 9306/ DA DA 10344-B/ GA 1609/ D1 5184/ MX 1444/ TZ M9/ NC 2*9/ J 0