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HomeMy WebLinkAbout500 W Fulton St (2)^ _1 CITY OF SANFORD PERMIT APPLIC ATION (Construction Trailer) Permit # : lJ Date: 04-14-05 `Job Address: 500 W. Fulton Street Sanford, FL 32771 Description of Work: office Building Improvements Historic District: Zoning: Value of Work: $ Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — it of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines 1# of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Comntereial X Industrial 'Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than h Parcel fl: 25-19-30-300-009A-0000 (Attach Proof of Ownership &Legal Descrlptrou) Owners Name&Address: Sanford Fulton Holdings, LLC. 500 W. Fulton Street Sanford, FL 32771 Phone: 407-322-6841 ContraetorNiune&Address: CPH Constructors, LLC. 500 W. Fulton St. Sanford, FL State License Number: Phone &Fax:407-322-6841 / 407-330-O&PactPersou: Sarni Fl-Behiri Phone: 407-322-6841 Bouding Company: _'/A Address: Mortgage tender: United Heritage Bank Address: 3001 W. Lake Mary Blvd. Lake Mary, FL 32746 ArchitectlEnginee, CPH Engineers, Inc. Phone: 407-322-6841 Address: 500 W. Fulton St. Sanford, FL 32 771 Fax: _ Application is hereby made to obtain a permit to do the work and hrstallations as indicated. I certify that no work or installation has commenced prior to the issuance ora permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEA'fERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: t certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT"fORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p unit is verification that I will rwtity the owner of the property of the requirements of Florida Lien Law, FS 713. / Allvm Sign- e l -Wirer/ gent `)ate Si natureot'C t acto A enDate �/f1►Yl- STK= Prin40wner/Agent 's Name Print Coutractor/Agent's Name Signature oI'N ry-State of Flo ida Date Signature ofNotar -State ofFlo 'da Date P Kimberley S Mekon vas P Kimberley S Melton My Commission DD08Z139My Commission DwaV34 V � c F (pines February 04, 2006 Q Exp'lree February 04,201A Owner/Agent is � Personally l�nown o Me or Contractor/Agent is ^ Personally Krro�tito Me or Produced ID y Produced ID APPLICATION APPROVED BY: Bldg: Zoning: �+/� �S�Utilities: FD: (initial & Date) / (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: Zt»�! �itC���f fften It TOP = 10, 00 N IN V.(:;�'2"RCP)'':':' 78\ S INV.(42„RCPj=3,70 hh� t.STANDING WATER) \ In 41.00 --........ _. I �.00> �........ CURB >� INLET ;z I •,moi. L>.i :.. U; z C; 1.3' X 5' MASONRY WALL SET PK NAIL AND DISK LB#3778 IN WALK CORNER OF WALL 6' WOOD FRAME FENCE AT 1.8'E,, O.6'N. w ZONING SC -3 - APARTMENT USE N 0"00 00 E SITE DATA POINT OF E i "INN (. PARCEL A = 1.76 Ac. BIN EXISTING IMPERVIOUS AREA = 0.42 Ac. BUILDING HEIGHT: 27' 8" TI -I: A C T C PROPOSED IMPERVIOUS AREA = 1.41 Ac. = 80% WIDTH: 62' TO 40' FUTURE PARKING ® 1/200 SF BLDG. AREA PARCEL B = 2.21 Ac. EXISTING IMPERVIOUS AREA = 0.24 Ac. NOTE: THE IRRIGATION SYSTEM SHALL PROPOSED IMPERVIOUS = 1.28 Ac. = 57.92% USE EXISTING RECLAIMED WATER PARKING REQUIRED ® 1/200 SF BLDG. AREA BUILDING AREA = 19,700 SF OFFICE SPACE PARKING SPACES REQUIRED = 99 PARKING SPACES PROVIDED = 99 HANDICAP SPACES REQUIRED = 4 HANDICAP SPACES PROVIDED = 4 PARCEL ADDRESS: 500 WEST FULTON STREET OPEN SPACE = 0.67 Ac. = 39.3% (WET DETENTION EXCLUDED BELOW ELEV. 7.00) SOILS - URBAN LAND PER SEMINOLE COUNTY SOILS SURVEY (SEE SITE SPECIFIC SOILS REPORT) RIBS( CROSS ACCESS WILL BE PROVIDED BETWEEN PARCELS A AND B RB __\ I 348.38'(M) 348'(D) FUTURE PHASE II PARKING 90 Owl ir�i�' ��� 0 * 1'25)3 E 121 M & D RETENTION PARCEL B N 90'00'00" E C,,, -- VERTICAL CURB - 11 5 SPACES 5 SPACES 160.06' (M & D) A E 3'R 3aR \3,R 3'R 3'R UTILITY: CITY OF SANFORD SEWER AND WATER -4- --- ESTIMATED WATER DEMAND: 450 GPP S FLUSH (`� _ N89'53'54"E � EXISTING AND PROPOSED ZONING: SC -3 w 175.99' - 64.00 TAX PARCEL ID NUMBER: 25193030001500000 NOTE; , 3 R 3 R x€ 10'R AND 2519303000900000 ...._® SPR £ , 10'R WETLANDS: NONE 1. NEW BUILDING SHALL T TO I 101: I 100 YEAR FLOOD ELEVATION: ZONE X FEMA MAP EXISTING WATER AND S VICE 2. SITE NOT LOCATED LLFIELD 8 SPACES SPACES No. 12117CO035E _ " , " " " • ' • ' • ' EXISTING VEGETATION: GRASS IN OPEN AREAS PROTECTION ZONE PROPOSED USE: PROFESSIONAL OFFICE 3. STOP SIGN SHALL B H I 3'R o 3'R I DENSITY: 1 UNIT/LOT INTENSITY AND STOP B BE 24 -- - - 3 WHITE THERMOPLASTIC M _ W..„ 5' SID.EWAL o o i .................................................................... 229.8' ....... ..................................................................................................................................................... ............... .................................................... �.. 3 R o � INTEGRAL CURB AIT SIDEWALK r STEPS PERVIOUS I-T'OP = 10.989.9,�WALK� ISTEM WALL PAVERS I w W s11N11 VV.(I5"C,MP )•=5.93 l Ot- = 11,21 IN INV.(42"RCP)=5,16 >' =' c INV•,(42"RCp) 5.31 INV(+ "PVC)~_81 GRA_1` IN: ET tf.50 IWMI V(8"PVC)=7,61 C O. 01 ACE ii 3 w S W N �i/ WL) N Z 0 N a 32OAK 1 � c 3 m2' �n RETENTION I r7 Ldp L� 0 of O U � 3 B A7R'EA fl? c �. ,,.,Ob:...R:'D „CO's I� 3 IS � W_ N o U C.. I CRETE I w ado cD Cl) p tw I N W �? UJ >... O CO O Q `,1= NISH FLOOR '�`- rr O O W I r O O W A:'I• ROXIMfA1 .. ,�✓ ._ I La ELEVA LION=12.94 10 U 00 I ! C 'N 0 � w I ;� � Q, c Cn O W LL w 00 N a Q : 77 7 LO Z 0 Lu w m 3 V "o- 4, I O 1' (,, Lo W . -. .a.. ..I•' A ES I 0vi:# V) n_ . o � ('j Z Z U u) ZONING SC -3 - APARTMENT USE N 0"00 00 E SITE DATA POINT OF E i "INN (. PARCEL A = 1.76 Ac. BIN EXISTING IMPERVIOUS AREA = 0.42 Ac. BUILDING HEIGHT: 27' 8" TI -I: A C T C PROPOSED IMPERVIOUS AREA = 1.41 Ac. = 80% WIDTH: 62' TO 40' FUTURE PARKING ® 1/200 SF BLDG. AREA PARCEL B = 2.21 Ac. EXISTING IMPERVIOUS AREA = 0.24 Ac. NOTE: THE IRRIGATION SYSTEM SHALL PROPOSED IMPERVIOUS = 1.28 Ac. = 57.92% USE EXISTING RECLAIMED WATER PARKING REQUIRED ® 1/200 SF BLDG. AREA BUILDING AREA = 19,700 SF OFFICE SPACE PARKING SPACES REQUIRED = 99 PARKING SPACES PROVIDED = 99 HANDICAP SPACES REQUIRED = 4 HANDICAP SPACES PROVIDED = 4 PARCEL ADDRESS: 500 WEST FULTON STREET OPEN SPACE = 0.67 Ac. = 39.3% (WET DETENTION EXCLUDED BELOW ELEV. 7.00) SOILS - URBAN LAND PER SEMINOLE COUNTY SOILS SURVEY (SEE SITE SPECIFIC SOILS REPORT) RIBS( CROSS ACCESS WILL BE PROVIDED BETWEEN PARCELS A AND B RB __\ I 348.38'(M) 348'(D) FUTURE PHASE II PARKING 90 Owl ir�i�' ��� 0 * 1'25)3 E 121 M & D RETENTION PARCEL B N 90'00'00" E C,,, -- VERTICAL CURB - 11 5 SPACES 5 SPACES 160.06' (M & D) A E 3'R 3aR \3,R 3'R 3'R UTILITY: CITY OF SANFORD SEWER AND WATER -4- --- ESTIMATED WATER DEMAND: 450 GPP S FLUSH (`� _ N89'53'54"E � EXISTING AND PROPOSED ZONING: SC -3 w 175.99' - 64.00 TAX PARCEL ID NUMBER: 25193030001500000 NOTE; , 3 R 3 R x€ 10'R AND 2519303000900000 ...._® SPR £ , 10'R WETLANDS: NONE 1. NEW BUILDING SHALL T TO I 101: I 100 YEAR FLOOD ELEVATION: ZONE X FEMA MAP EXISTING WATER AND S VICE 2. SITE NOT LOCATED LLFIELD 8 SPACES SPACES No. 12117CO035E _ " , " " " • ' • ' • ' EXISTING VEGETATION: GRASS IN OPEN AREAS PROTECTION ZONE PROPOSED USE: PROFESSIONAL OFFICE 3. STOP SIGN SHALL B H I 3'R o 3'R I DENSITY: 1 UNIT/LOT INTENSITY AND STOP B BE 24 -- - - 3 WHITE THERMOPLASTIC M _ W..„ 5' SID.EWAL o o i .................................................................... 229.8' ....... ..................................................................................................................................................... ............... .................................................... �.. 3 R o � INTEGRAL CURB AIT SIDEWALK r STEPS PERVIOUS I-T'OP = 10.989.9,�WALK� ISTEM WALL PAVERS I w W s11N11 VV.(I5"C,MP )•=5.93 l Ot- = 11,21 IN INV.(42"RCP)=5,16 >' =' c INV•,(42"RCp) 5.31 INV(+ "PVC)~_81 GRA_1` IN: ET tf.50 IWMI V(8"PVC)=7,61 C O. 01 ACE ii PARCEL A WOOD BRIDGE` GRA T E INLETS WITH 0.4' CONCRETE CURBING -• CLEAN OL1'T'•.,,, r SI'AC:E > CJ CONCRETE tZ \U) f FI,t1 M E:\ METAL _.. 0' LO Q I 2 2 0- �\ '`ON •lDCT,: � .. ... __.. TiNL; aTi�I"iY._............„„.................._...._..._ 3 w S W N �i/ WL) N Z 0 N a 32OAK 1 � c 3 m2' �n RETENTION I r7 Ldp L� 0 of O U � O w O U W 00 A7R'EA fl? c �. ,,.,Ob:...R:'D „CO's IS � W_ N o U C.. I CRETE I z ado cD Cl) E O tw I N (1) I UJ >... O CO O c�- `,1= NISH FLOOR '�`- rr O O v r O O v1 A:'I• ROXIMfA1 .. ,�✓ ._ I La ELEVA LION=12.94 10 (h N 00 I ! C 'N 0 � LL I PARCEL A WOOD BRIDGE` GRA T E INLETS WITH 0.4' CONCRETE CURBING -• CLEAN OL1'T'•.,,, r SI'AC:E > CJ CONCRETE tZ \U) f FI,t1 M E:\ METAL _.. 0' LO Q I 2 2 0- �\ '`ON •lDCT,: � .. ... __.. TiNL; aTi�I"iY._............„„.................._...._..._ Z I V) (" W O k,ONt:I•?F,. ' E.h, EXISTING W J 18 ,4F'HAL T I='APR Kii`J C AI -'E. z C:ONG`RE-E U L0 . - (%� = w 20' a 1. z FINISH FL_0 f€ a m F_ _ 3'R - -, ` 0, 7' MAST NR EI.. `,iATION=16.71? (SAVE) W N as WALL 1 3, ONCRETE .STEPS u ....................... 4ND EN'T'RY 3 R �� 4 BUMPER • SPACES ���'t;` A..r, BLOCK _-_._.. o (:D() t:.:' .,f * PAVE�.'.ME:GO HC,RAMP CONCRETE :: n BRICK LO Lq WATER LIGHT 0',f...E '� 'ft = TO BE RELOCATED BY PAVERS ° N FAUCET - ......... FLORIDA POWER CORP. _ 3 R it <I � � --•••••• `` TO BLDG. FIRE 3 R 1 ` EXIST. SANITARY SPRINKLER S M HANDICAP .Sf... 3 20'R SIGN -„' 040 I SEWER LATERAL 7' 10'R a' REDUCED PRESSURE -� BACKFLOW PREVENTER FILL AND LANDSCAPE 15' 3' HIGH ETAI.. SIGN 15 SIGN EASEMENT .. .............uw. CONCRETE WALK STOP 'rf i. S:G 01 c I STOR S 90'00'00" W EDGE OF PAVEMENT' 235.28' STORMl� RIt� Ir:I-I ENCLOSED DUMPSTER 12'X12'CON( 6' CONCRETE PAD ;.PAD VERTICAL CURB I � 3 w S W N �i/ WL) N Z 0 N a 32OAK 1 � c 3 m2' �n RETENTION I r7 Ldp L� 0 of O U � O w O U W 00 A7R'EA fl? c �. ,,.,Ob:...R:'D „CO's IS � W_ N o U C.. I CRETE I °O N ado cD Cl) E O o Z N (1) cv ti N O CO O K `,1= NISH FLOOR '�`- rr O O v r O O s A:'I• ROXIMfA1 .. ,�✓ ._ I La ELEVA LION=12.94 10 (h N 00 I ! C 'N 0 TOIL OF BANK C„} G<) LL m ;� � Q, c Cn O W LL w 00 N a Q : 77 7 -6 Z 0 Lu w m 3 V "o- 4, I O " o (,, Lo W . -. .a.. ..I•' A ES I � V) n_ . o � ('j Z Z U Z I V) (" W O k,ONt:I•?F,. ' E.h, EXISTING W J 18 ,4F'HAL T I='APR Kii`J C AI -'E. z C:ONG`RE-E U L0 . - (%� = w 20' a 1. z FINISH FL_0 f€ a m F_ _ 3'R - -, ` 0, 7' MAST NR EI.. `,iATION=16.71? (SAVE) W N as WALL 1 3, ONCRETE .STEPS u ....................... 4ND EN'T'RY 3 R �� 4 BUMPER • SPACES ���'t;` A..r, BLOCK _-_._.. o (:D() t:.:' .,f * PAVE�.'.ME:GO HC,RAMP CONCRETE :: n BRICK LO Lq WATER LIGHT 0',f...E '� 'ft = TO BE RELOCATED BY PAVERS ° N FAUCET - ......... FLORIDA POWER CORP. _ 3 R it <I � � --•••••• `` TO BLDG. FIRE 3 R 1 ` EXIST. SANITARY SPRINKLER S M HANDICAP .Sf... 3 20'R SIGN -„' 040 I SEWER LATERAL 7' 10'R a' REDUCED PRESSURE -� BACKFLOW PREVENTER FILL AND LANDSCAPE 15' 3' HIGH ETAI.. SIGN 15 SIGN EASEMENT .. .............uw. CONCRETE WALK STOP 'rf i. S:G 01 c I STOR S 90'00'00" W EDGE OF PAVEMENT' 235.28' STORMl� RIt� Ir:I-I ENCLOSED DUMPSTER 12'X12'CON( 6' CONCRETE PAD ;.PAD VERTICAL CURB I � 3 w S W N �i/ WL) N Z 0 N a rti D � c 3 m2' �n }� F- (� rr Ldp L� 0 of O U � O w O U W 00 a- � W_ N o U CO iv O °O N ado cD Cl) E O o Z N (1) cv ti N O CO O K +' rr O O Ln r O O � N p O vi 0I - Lu Z 5W MG li a a 1 V c O 3 w S W N �i/ WL) N Z 0 N a O z ; Q Of U z Q 0 c 3 m2' �n }� F- (� rr Ldp L� 0 of O U � O w O U W N a- � QN N o 04 O I CO iv O °O N ado cD Cl) E O o Z OOD N (1) cv ti N O CO O K +' rr O O OCD Q r O O m 2 5 (h N o m ch C 'N 0 U LL m ;� i , Q, c o L O W LL c CD N a Q ip 77 7 -6 Z 0 Lu w X V "o- 0 D O " o ,� a ca)'- N - � V) .. 6' WOOD FRAME � ('j Z Z u) w U c O 3 w S W N �i/ WL) N Z 0 N a O z ; Q Of U z Q 0 c 3 m2' tY] 2 U }� F- (� rr Ldp L� 0 of O U � O w O U W CL CL a- � QN N o 04 O I 04 O i N I O of N N N z®®a® a Z +' rr O O OCD Q r O r O O - K r�A(SAVE) W a. 3'R z m Z m ;� ti s Lo o a O DWLL Lo Z Z W PERVIOUS ca 3 O a 011 m 18' N �i/ WL) N Z 0 N a ? L) Q m (1)m c D c 3 m2' tY] 2 U m Qi O Cl. o o m cn M Z■ 3'R a Z - K r�A(SAVE) Z 3'R 3'R g r j V♦ D 5M 1i. I o a O DWLL Z Z W PERVIOUS a Z 0 Lu w ofLo PAVERS O W 0 Z LL V) .. 6' WOOD FRAME � ('j Z Z MA FENCE Z a 3 THIS AREA SPECIFICATIONS CURB a 17.3' TO CITY OF SANFORD INTEGRAL _ui V) 589'52'42"W W W w EXIST. CPH SIGN _... _f-- -� ,.-..... TO REMAIN 2 � 34 i> 41.00' (n ;. (? 18.0 "�, i n -- u� A= :N N o a RECLAIMED - 2 BLOW -OFFS PLUG ... _....... H, ND ' 18.,?' "'� NTRY 3 o "i:.,, 4 T - o -- W r,T �dATit R UNE -.7 -CONCRETE FOR FUTURE EXTENSION ,,•- -_- ..:.: �: • � � .> � C ' 1 `'VERTICAL R-23.00 10 R � � � 3'R ....... .-, ....... � _._-. n _ � V CURBING �1 PJ t.l �i: . I e+` , N FH & V L=36.13 STOP c� .,�. f ..... -� !••: ,t•f .�.. ;:f, �> f��°,K CURB q.�_ TAN_ CF,S'f'-�--- �:FT 23.00 SIGN S90'00 00 W 47.37' • N�� E CONCRETE WALK K IGA .ICRP: (*- E " .., 8"D.I.WM 'O" 508.44'(M) 508.50'(D) ' „ ... . (X " r.^ L� ' '\ -, - `; w ; 7 i i n r f ,.......,...,. ....... ....... «....,. ......, ............ t r LIGHT / 2 _8 ,AN _vEa'Eh LINES P,�I _ 35 R m o O r t _. _.. r .... _. _.................... r�................ O N Ln POLE i 8 DR 11 W W N � CL PAVEMENT 116 POLYETHYLENE ,.- �` :�; I ��' -- � U Cc_: `CRET CUPEiI G II EDGE OF f'AVf;=MENT�' SAW -(JT AND REMOVE EXIST. _...W._.W..........................._..___.........._..............._............-..-...-......-.............._.._..._._.._... .... .-_._.......�._.__...... - i� ® SIDEWFLK CONNECT AND EXTEND 1 0 /4�CVT TO XIST. CONNECT TO EXIST. CLEANOUT CONNECT TO O 6 Lu o0 i INV. 9.25± FIELD VERIFY EXIST. SIDEWALK ai z N 1 - EXIST. WATER METER PRIOR TO CONSTRUCTION _ __ _._ .........._. _ s) ai ._... "..... �T ,._ ...-__...� _.... �-.�. _..._ _._..--. _ RAISE TOP OF EXIST. CLEANOUT -.. �__ ._ ...._.._.__-.__.- � Q o LL RAISE TOP OF EXIST. TO NEW SIDEWALK GRADE i CLEANOUT TO NEW VERTICAL CURB iiFblxT0S •-', S WALK GRADE 66° RGHT OF W XY I � � Exls RECORD DRAWING _• _ a � //11 T. SANITARY Z V THIS RECORD DRAWING IS BASED ON INFORMATION RECEIVED BY THE CONTRACTOR AS i� SEE SHEET 10 OF 10SEWER LATERAL TO LOCATION AND DETAILS OF THE FACILITIES ACTUALLY CONSTRUCTED. THE ENGINEER HAS PROVIDED LIMITED INSPECTION OF ONSITE CONSTRUCTION AND HAS OBSERVED THAT ZONING SC -3 FOR OFF-SITE WATER THE READILY VISIBLE FEATURES ARE INSTALLED IN GENERAL ACCORDANCE WITH THIS 00, MAIN ROUTE DRAWING. 0 ..._.........___------------ _------ ............. _ - ------ .._....................... -- ,............. HOWARD L. WRAY, JR., P.E. f 55557