Loading...
HomeMy WebLinkAbout600 Persimmon Ave (3)6-03-203 12' -,10 -PH FRO.1 P. 1 CITY OF SANFORD PERMIT APPLICATION Permit #:c) Date: u�J� Zoo 3 ... . Job Address: $/LIT�'l�It- Dcsctiption of Work; W17*_L 000 61&Lo,J �( t3�JtrG20Jn17 Luf3� / Historic District; Loving: � Value of Work: � *Il 7 e .0 0 Permit Tvpe: BuildingElectrical Mechanical Plumbing Fire Sp[inkler.'Alarm Pool Electrical: New Service - 0 of AMPS Addition,'Alteration Changc of Service T'r;ntpolaty Pole Mcchanical: Residential Non -Residential Replaoewenr Ncw (.Duct Layout & Enera Calc_ Required) Plumbing/ New Commercial: # of Fixtures # of Writer & Sewer Linc; # of Gas Lutes Plumbing/New Residential: *of Warcr Closcts Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage Construction Type: # of Stori¢S: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 300- clot) -ca000 � (AtraeL Proof of Otvuer>;ttlp dL` Lc6a1 Dcscrlpdon) Owners Name & Address:T' b-+-rr�eTi « L5� j ��iV D�iA'it t%n3 //JL �Op A)/ITm S- ✓I LLC s c/F%CfLS�.nI I � �i2ZV2 Phone' q0q—' 34;;, Con vaeror Nwto4; & Address: ,44OKAA En!✓I`1aAll At /y -nom_ . k.77_0 /,?72v 24; 1 1 ).-VQ 40 irate Lictow Number: I C' C E�596g3 Phone &FIT. yaf'Ztf(-ZZ�o r<� 90�f-Z�(-�/137CoaracePerson: r%ii4 /�X}NIC ✓•p. Pbone:_�O`/-Z�(-2200 Bonding Company: Al 14 - Address: Mortgage Lender: !ll �la ti Address: Address: 44Aa t2 5:34, -1, Phone: - !( 1- /9 Z 1 Fat: �Gy- 3q? -5 - Application is hereby made to ohlain a permit to do the work and imrdtuiona as indicated. 1 certify that ne work or installation bas commenced prior ro die issuance of a permit and that all work will be ptrfbrrned to meet standards of all lain regulating construction in this jurisdiction. I understand that a s"mre permit must be secured for ELECTRICAL WORK. PLUMBING_ SIGNS. WELLS, POOLS. FURNACES. BOILERS, HEATERS. TANKS. and Alk CONDITIONERS, cu. OWNER'S AFFIDAVIT: I uvrtify that all ofithe furrgoing iufortnation is accurate and that all %work will be dote in oornphauce with all applicable laws regulating cou.muction 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMAiFNCF:MENT, NOTICE: In addition to tha rtquircmcnts of this pcmtit, drere troy be additional resaictionc applicable to this property that may be found in the public record, 6f this county, and there tray be additional permits requacd from other govetnmctrtt l endrics such as waw management districts, state agencits, or federal agencies, AccWrance o mu 's v that I will nodfv the owner or 're propzrt.y of the requirements of of ' fid on Ww S 13. /y�0 3 _ 4, _6)3 5ig[ha of0 crAguht Datc Sign arc rC'on[rclorInge c au C/9ltL G6it�a/>2�s��i� �, ►eZ V. &E -S. M60'2 7,:00,0wnerl gent's Name Prit Cuntractorl.4getu's Name 'gnatare of Notary -State of Florida atp Signature of Notary -State of Flo Datc ,OP(b- John A Barber o 'R Lanamae B Cathey • My Commission CC9WM1 My Commission DD0110OW Cu OWncriAgefr•��� I _ Produccd`!� $ tYe�li�@7I��B08A z,[r:.aor!'Atg�etrr'is F.xPi1�F„�dll�RfrlRa+prior Q�Me Produced 10 APPLICATION APPKOvkU UY; Bldg:Zoning.' r--, (Initial & Datc) Spacial ('ondmons: (initial & Dat.) Utilities: FD: (Initial & Dge) (Initial & Date) ,\93 ,bC) 11 vie \ \ :.,.. : A:BENCHMARK PK NAIL IN ASPHALT err , ELEVATION = 27.80 WOOD FRAME BUILDINGS }h SNACK BAR AND GIFT SHOP F 28.20 IL \ a C R f� BR AR RAILROAD SPIKE IN PAM TREE ELEVATION = 24.98' 7* lit, r SHED ON C 0 N C R E T E PAv Pz CONCRETE �.. PAD 1-0 a� ; ��1tQ � � kit 47) WOOD SHED 0 CONCRETE PAD �� �fln �i�� SHED ON UfJ 0. � taw CONCRETE PAD \ \ a ....�Q. i \ \ SHED ON CONCRETE PAD--'---= --- TANK LOCATION SEE SHEET (PROJECT LAYOUT TANK LOCATION) BENCHMARK "PK" NAIL IN ASPHALT ELEVATION = .24.88' MAINTENANCE BUILDING T; Ila 111� a�w� r M ITAL'BUBINC MET BUILDING 5 METAL <r - E UILDING w --j FF=24.99 - :D aim if' m G.\Suno mkF'ru 11F13002 Prntrak SmrfnrU `tLnw'n :4anfwdmnk.AwU, ,/13/20033x0925 PM, Oc 9400 LVI.x-LY4.x.p,3 copyright © 2001 GRAPHIC SCALEqtpw ,., 50 U 25 50 100 200 -ME - B IN FEET > Sanford Fire Prev n n Diy• 1 inch = 50 ft. Date: RECEIV -� JUN 2 7 003 NO, DATE REVISION DESCRIPTION LD CXD CSX TRANSPORTATION AMTRAK FACILITY a � I I SANFORD FLORIDA I Q SITE LAYOUT T1 SANF'ORD FTUILDI Nc Dr PT. CUN UTR J pOTC� SRM 7VIq PERMIT 15SONQITIONALLy 7ryE WOrt E A LICC UED SHAL K AND NaE T"O PRQCEED WITH cArlcE1_ AL.TLN Or AS AlJrrlor;lry ro WITH N� 01 THF, p�cti lcn�i clq� ANvFR of THS E OF A PE ODE:.; $Q QQxa� ����Q TION OF LORFiOIRSR�A TER'I�EQUIRIN r NOrt SHALL 17?EQ I r THE BUILDING OR O'THEFt Vl UIV THE AI_q o O. A CUCTI' ULr\TIONa'OF"rHi C DESQNSTRUCTION ARCADIS G M POLE w/ELr_crrtic D��Op� Q� zQp... METER QQ(�� p��Q�� ����1Z' j lit ��t� 3903 Northdale Boulevard, Suite 120 pQzpQ oft � Tampa, FL 33624 Tel: 813/961-1921 Fax: 813/264-3425 R is 1 0. 11 �T>z 11 Ul I(y ASPHALT PARKING LOT'7/0 a WARREN AIAN LAWTON, PE F�QR@A PF #5`86F31 PROJECT MANAGER DEPARTMENT MANAGER LM LM Z ` LEAD DESIGN PROF. CI-IECKED OFFICE -CO"IPYAL AL -- - -- -- -- ,� WN DATE Y RMI T S 5_12_03 PROJECT NUMBER DRAWING NUMBER 4 TF001 320 1 C*0!iwvuyUJ.;kPnq\IF1900-1 Nnuuk(Swdord)Vlmwinp:aVwiGmllunk.dw0, 611 2009999.52 PM, Orn 04W LV3, LYdxprl 22'-5" CONCRETE PA® ® E T A I LS #4 © 12" E.W., 2" CLEAR 4" OF #57 FROM TOP OF SLAB STONE Cfl .C„X P K 'X. X a K v X n K—vS-' �.,{•i�'-i' •..�,-,--,: .�.( 'l �. � s��� —�— COMPACTED;>;;.; • 1 1 FILL 2—#4 SLAB EDGE DETAIL NTS G:OuncylS&AProj1[!1300�2 A111r k 5/13(20033:10;15 PM,Ow 5400 LV3.:5 LV4-pr,3 - GENERAL NOTES - CONCRETE L UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL DEVELOP A.MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS ON GRADE, 2, UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, DEFORMED. 3, UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 315). 4. WIRE FABRIC REINFORCING SHALL LAP TWO FULL MESHES AND BE SECURELY WIRED AT EACH SIDE AND END, 5. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS OTHERWISE SHOWN. 6. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4" X 45 DEGREES CHAMFER, UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RELOCATING AS REQUIRED ALL SERVICE AND UTILITY LINES IN VICINITY OF THE WORK SITE. ALL EXCAVATIONS NEAR THESE LINES To BE CARRIED OUT WITH EXTREME CAUTION. 8, CONCRETE EXTERIOR SURFACES WHICH WILL BE EXPOSED ABOVE GRADE SHALL BE CLEANED & RUBBED. 9, NO SPILL CONTAINMENT PROVIDED BY SLAB. d copyright © 2001 NO. DATE REVISION DESCRIPTION LDCKU CsX TRANSPORTATION AMTRAK FACILITY SANFORD FLORIDA D ETAI LS ARCADIS G & M 3903 NOrthdale Boulevard, Suite 120 Tampa, FL 33624 Tel: 813/961—"1921 Fax: 813/264-3425 `NAZREN ALAN LAWTON P'= FLCIRIDA PE #58664 PROJECT MANAGER DEPARTMENT MANASER LM LM LEAD DESIGN PROF. CHECKED AL AL DRAWN DATE CS 5-12-03 PROJECT NUMBER 0001320 DRAWING NUMBER 3 1 i I i 3 G:OuncylS&AProj1[!1300�2 A111r k 5/13(20033:10;15 PM,Ow 5400 LV3.:5 LV4-pr,3 - GENERAL NOTES - CONCRETE L UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL DEVELOP A.MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS ON GRADE, 2, UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, DEFORMED. 3, UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 315). 4. WIRE FABRIC REINFORCING SHALL LAP TWO FULL MESHES AND BE SECURELY WIRED AT EACH SIDE AND END, 5. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS OTHERWISE SHOWN. 6. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4" X 45 DEGREES CHAMFER, UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RELOCATING AS REQUIRED ALL SERVICE AND UTILITY LINES IN VICINITY OF THE WORK SITE. ALL EXCAVATIONS NEAR THESE LINES To BE CARRIED OUT WITH EXTREME CAUTION. 8, CONCRETE EXTERIOR SURFACES WHICH WILL BE EXPOSED ABOVE GRADE SHALL BE CLEANED & RUBBED. 9, NO SPILL CONTAINMENT PROVIDED BY SLAB. d copyright © 2001 NO. DATE REVISION DESCRIPTION LDCKU CsX TRANSPORTATION AMTRAK FACILITY SANFORD FLORIDA D ETAI LS ARCADIS G & M 3903 NOrthdale Boulevard, Suite 120 Tampa, FL 33624 Tel: 813/961—"1921 Fax: 813/264-3425 `NAZREN ALAN LAWTON P'= FLCIRIDA PE #58664 PROJECT MANAGER DEPARTMENT MANASER LM LM LEAD DESIGN PROF. CHECKED AL AL DRAWN DATE CS 5-12-03 PROJECT NUMBER 0001320 DRAWING NUMBER 3