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Home My WebLink About1200 Rinehart Rd 05-2933 signsPermit #: Da Q I Job Address: CITY OF SANFORDti'ERMIT APPLICATION 0 v,'7- R a o-- )L 3Date: Description of Work: N ' ;9AA .5 Historic District: Zoning: Value of Work: $_ MpY 2 3 2005 Permit Type: Building,5,q h,Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Parcel #: • 9 y o 01 - 00 `, O -01 '90 (Attach Proof of Ownership &Legal Description) Owners Name & Address: Contractor Name & Afddr Sol F:bi`a Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: i Syn 00 State Lic nse um..be/,r v% # 07— Application 1, r1 Contact Person: / 1t'1 #(J G/ Phone: TO / Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a 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 must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property 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 permit is verification that I will notify the owner of the property of the require I da Li Law, 713. o Signature of Owner/Agent Date Signature +ofonor/ gent Date Cs" l 5--- ;; 0 5 Print Owner/Agent's Name Print Contracto g is me) ul ON /,- Signature of Notary -State of Florida Date Signature of Notary -State o lorida Date ( I Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Knto Me, r _ Produced ID Produced ID Ua\\ C2 iTl l APPLICATION APPROVED BY: Bld' ( zoning: ZN 5'Z3•1,05' Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Aor +b u. 3 co . L-1 --Lks,1 I MONUMENT SIGN SEMINOLE POWER SPORTS WATERCRAFT SALES AND SERVICE ORLANDO FLORIDA --LOCA MC N^p frtlr ru arnLL7 State Road 46 SITE si r 0 —so r Z)6900 u) THE PART OF THE WEST OF LOT 10, PINE LACK GROVES, ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK `? 9, PAGE 2-1, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLOI LYING NORTH OF RINEHART ROAD A5 THAT ROAD 15 DESC-RIBEPLANS RF.VIEWED OFD THEUPUBLIC RECORDS OFF 5EININOLE CODS BOOFAPAG6itY OF SANFORD Paola Road LEGAL DESCRIPTION LOCATION PLAN N.T.S." PINE LAKE GROViS PLIA, PG.27 CAST IN PLACE RETAINING WALL WITH 6' HIGH CHAIN LINK FENCE S8935'24"E o,ereu 786M I, QaNUua(D) lu)T 393.92, = -_ _.....__.f1FOUNDz" IRON RCD wnu 1 UNC. FLUME 0- DETAIL NO. CAST IN PLACE RETAINING WALL CATCH sAJTID WITH 6' HIGH CHAIN LINK FENCE SECTION CHAIN LINK .0 — SHEET NO, E I/2 Ler IG DISCIPLINEPINELAKE (1ROVl:i7 - PU11111 P(1.27 V1. 1/'L LUT10 p• PINE LAKE GROVES TRANSFORMER- ADS ELECIRIC PANEL DETAIL NO. EXTERIOR ELEVATION am SHEET NO. a DISCIPLINE a't5 'a A Gl O AC PAD 00 CACP AU . / JI I 6, I Y INTERIOR ELEVATIONS 00 mm• ELEVATION TAG 41.13' .' 00---- SHEET NUMBER z rVPA- v 78.7N' Fa,S(o o Pp.E " f_ -- ---- — KEY NOTE LEGEND MARK IJ O ELEVATION TARGET MARKLOCATIONOL E(1 L /ice /, 1` \ FIN15HED FLOOR ELEVATION MARK ELEV.: HEIGHT 24 ;i 7 1 Fu // EASE TRAP AIN _ U , PY 7 , IRC Leq .15 REVISION SYMBOL AND MARK3. CA7Ct113A51N \ , LAN DETAIL MARK _ P \ \ rP RrPI hSeaPIRRlcnrlor+ vnLvas A.ODO., 0 C1. v ` ( 2) G' DACK FLOW PREVEN IEft DOOR MARK OOOOA l Plug Pole / /- — RECLAIM `/ACNE HARDWARE DOOR HEIGHT DRAINAGE UASIN / DOOR WIDTH n s FD t,X 1 i-''• I N & o ssvz A SITE PLAN NORTH SYMBOL LEGEND A_0.0 SCALE: 1/64" =1'-0" I. CONTRACTORS WORK SHALL COMPLY WITH ALL NATE AND LOCAL LAWS, 13. SIGN MANUFACTURER SHALL PROVIDE ENGINEERED DRAWING INCLUSIVE STATUTES, ORDINANCES, REGULATORY CODES AND INSURANCE RATING BOARDS. OF CONNECTIONS FOR CITY APPROVAL 1, CONTRACTORS SHALL BE ,RESPONSIBLE FOR ALL PERMITS AND A CERTIFICATE OF OCCUPANCY 14. SIGN MANUFACTURER SHALL BE RESPONSIBLE FOR COMPLYING WITH FOR THE WORK PERFORMED UNDER HI5 CARE. THE CITY'S ZONING REGULATIONS AND APPROVALS. I 3. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL 15E IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION, CONTRACTOR SHALL REQUIRE ANY ENTITY PERFORMING ANY SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR (U YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION THEREOF. CONTRACTOR SHALL AL50 REQUIRE ANY SUCH ENTITY TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL COST OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH ENTITY WHICH MAY BECOME DEFECTIVE WITHIN (1) ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL COST, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP WITH RESPECT TO OWNER'S WORK SHALL BE CONTAINED IN THE CONSTRUCTION CONTRACT OR SUBCONTRACT WHICH WILL BE WRITTEN 50 THAT SUCH WARRANTIES OR GUARANTEES SHALL BE INSURED TO THE BENEFIT OF BOTH OWNER AND PURCHASER AS THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 4. THESE DRAWINGS REFLECT AS BUILT CONDITIONS BASED ON INFORMATION SUPPLIED BY OWNER AND 51TE OBSERVATION, THE ARCHITECT MUST BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THESE DRAWING5 AND EX15TING CONDITION PRIOR TO BEGINNING THE WORK. NO DEVIATION FROM WORKING DRAWINGS AND SPECIFICATIONS WILL BE PERMITTED WITHOUT U PRIOR WRITTEN APPROVAL OF ARCHITECT AND OWNER >11 5. CONTRACTORS SHALL BE LICENSED AND BONDED TO PROVIDE 5ERVICE5 WITHIN THE COMMUNITY OF THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO INCLUDE ALL NECESSARY INSURANCE COVERAGE TO INDEMNIFY THE OWNER, ARCHITECT AND AGENTS THEREOF FROM DAMAGES RESULTING FROM THE PERFORMANCE OF CONTRACTOR'S WORK, 6, THE CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL OF ALL BUILDING MATERIAL AND/OR CONSTRUCTION DEBRIS FROM THE SPACE. THE OWNER, ARCHITECT AND AGENTS THEREOF SHALL ASSUME NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF HAZARDOUS MATERIALS OR ASBESTOS. CONTRACTOR TO NOTIFY THE OWNER IMMEDIATELY IF SUCH MATERIALS ARE DISCOVERED. THE ENTIRE PROPERTY AREA AFFECTED BY NEW WORK SHALL BE TURNED OVER TO THE OWNER IN A CLEAN CONDITION WITH FINAL PERMITS AND CERTIFICATE OF OCCUPANCY ISSUED AT PROJECT CLOSEOUT. 1, CONTRACTORS SHALL PROVIDE ALL MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION AND LABOR REQUIRED TO COMPLETE THE SCOPE OF WORK IDENTIFIED WITHIN THESE DRAWINGS. t7 8. CONTRACTORS TO V15IT SITE TO REVIEW EXISTING CONDITIONS AND SCOPE OF WORK PRIOR TO SUBMITTING BID 9. ALL WORK SHALL HAVE A ONE YEAR WARRANTEE FROM THE TIME OF PROJECT CLOSE OUT 10. NO PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL SHALL 5E SPECIFIED FOR NOR USED DURING CONSTRUCTION OF THI5 STORE. IL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 12. 'ALL PRODUCT APPROVALS MUST CARRY THE ARCHITECTS REVIEW STAMP AND BE SUBMITTED TO THE CITY WITH THE PERMIT DOCUMENTS. GENERAL NOTES LAN VIEW A_0.0 SCALE: 1/2" =V-0" FRONT VIEW SCALE: 1/2" =1'-0" i SECTION SCALE: 1/2" =1'-0" a" CAP SPLIT FACE BLOCK SLOPE TO DRAIN MIN..25"/12" a" CAP SPLIT FACE GNU PLANTER WALL ALL CELLS GROUTED SOLID SIGN BY OTHERS 3" CAP BLOCK 3' SPLIT FACE BLOCK 3 WEEPHOLES ON FIRST COURSE OF BLOCK le,' CONCRETE SLAB 51C -TN BY OTHERS SLOPE ON FINISH CAP O 3" CAP SPLIT FACE BLOCK Lf) W/ 45 CONTINUOUS HOOK LAP @ CORNERS 5 VERT. BAR IN FULLY GROUTED CELL v24' O.C. HOOKED CORNERS TYP. ALL AROUND) POURED CONCRETE SIGN BASE 3" COVER MIN. TYPICAL) owl a 3" O.C. SHORT WAY. TOP d BOTTOM HOOKED. 5 @ 10" O.G. LONG WAY TOP d BOTTOM) nue-2 FOUNDATION PLAN SCALE: 1/2" =1'-0" SIDE VIEW SCALE: 1/2" =1'-0" SECTION V—A I F • 1 /9- =1,-(Y, I&" CONCRETE SLAB ON GRADE 2'-0" POURED CONCRETE SIGN BASE SIGN BY OTHERS 3" CAP BLOCK a" SPLIT FACE BLOCK 2 WEEPHOLES ON FIRST COURSE OF BLOCK ko" CONCRETE SLAB SIGN BY OTHERS SIGN MANUFACTURER SHALLPROVIDE AN ENGINEERED CONNECTION FROM THE SIGN TO THE CONCRETE BASEL INADDITION THE SIGN MANUFACTURER SHALL PROVIDE A TEMPLETE FOR THE CONNECTION LOCATIONS, SLOPE ON FINISH CAP 3' CAP SPLIT FACE BLOCK W/ 5 CONTINUOUS HOOK LAP 'a CORNERS WATERPROOF MEMBRANE WITH PLANTER WATERPROOF PROTECTION BOARD 2) "5'5'a 10" O.C. (VERTICALLY) HORIZONTAL REINFORCING 151L'S Q 10" O,C. FILTER FABRIC COVER 4" COURSE GRAVEL LIFT SLOPE; PLANTER SLAB TO WEEPHOLES INSTALL i" DIA. PVC WEEP PIPING ON FIRST COURSE OF BLOCK FOR WEEPHOLE 00u'a 3" O.C. SHORT WAY TOP 4 BOTTOM) F 10" O.C. LONG WAY TOP 4 BOTTOM) aE) !l3 CB l,! ^' Va J G..9'4.%! 11.3VJ ; 1! FIRI::ON ST. SUITE 204 I .I-stW00D, FL. ° 33020-5017 - REV. DATE DESCRIPTION BY SPORTS 04-18-05 I D.I. ON TITLE: PLANS, SECTION, d rn j 00 COMMISSION: SIGN BY OTHERS cv r PLANTER BED 0 C7 C)0 coC) DArE: U D.I. DRAWN: L9 G.B.G LAN VIEW A_0.0 SCALE: 1/2" =V-0" FRONT VIEW SCALE: 1/2" =1'-0" i SECTION SCALE: 1/2" =1'-0" a" CAP SPLIT FACE BLOCK SLOPE TO DRAIN MIN..25"/12" a" CAP SPLIT FACE GNU PLANTER WALL ALL CELLS GROUTED SOLID SIGN BY OTHERS 3" CAP BLOCK 3' SPLIT FACE BLOCK 3 WEEPHOLES ON FIRST COURSE OF BLOCK le,' CONCRETE SLAB 51C -TN BY OTHERS SLOPE ON FINISH CAP O 3" CAP SPLIT FACE BLOCK Lf) W/ 45 CONTINUOUS HOOK LAP @ CORNERS 5 VERT. BAR IN FULLY GROUTED CELL v24' O.C. HOOKED CORNERS TYP. ALL AROUND) POURED CONCRETE SIGN BASE 3" COVER MIN. TYPICAL) owl a 3" O.C. SHORT WAY. TOP d BOTTOM HOOKED. 5 @ 10" O.G. LONG WAY TOP d BOTTOM) nue-2 FOUNDATION PLAN SCALE: 1/2" =1'-0" SIDE VIEW SCALE: 1/2" =1'-0" SECTION V—A I F • 1 /9- =1,-(Y, I&" CONCRETE SLAB ON GRADE 2'-0" POURED CONCRETE SIGN BASE SIGN BY OTHERS 3" CAP BLOCK a" SPLIT FACE BLOCK 2 WEEPHOLES ON FIRST COURSE OF BLOCK ko" CONCRETE SLAB SIGN BY OTHERS SIGN MANUFACTURER SHALLPROVIDE AN ENGINEERED CONNECTION FROM THE SIGN TO THE CONCRETE BASEL INADDITION THE SIGN MANUFACTURER SHALL PROVIDE A TEMPLETE FOR THE CONNECTION LOCATIONS, SLOPE ON FINISH CAP 3' CAP SPLIT FACE BLOCK W/ 5 CONTINUOUS HOOK LAP 'a CORNERS WATERPROOF MEMBRANE WITH PLANTER WATERPROOF PROTECTION BOARD 2) "5'5'a 10" O.C. (VERTICALLY) HORIZONTAL REINFORCING 151L'S Q 10" O,C. FILTER FABRIC COVER 4" COURSE GRAVEL LIFT SLOPE; PLANTER SLAB TO WEEPHOLES INSTALL i" DIA. PVC WEEP PIPING ON FIRST COURSE OF BLOCK FOR WEEPHOLE 00u'a 3" O.C. SHORT WAY TOP 4 BOTTOM) F 10" O.C. LONG WAY TOP 4 BOTTOM) aE) !l3 CB l,! ^' Va J G..9'4.%! 11.3VJ ; 1! FIRI::ON ST. SUITE 204 I .I-stW00D, FL. ° 33020-5017 - REV. DATE DESCRIPTION BY SPORTS 04-18-05 ISSUE FOR PERMIT D.I. ON 2341 HOLLYWOOD BLVD. HOLLYWOOD, FL, X5020 954.923.5838 0 SEAL: SEMINOLE POWER SPORTS 5850 LAKEHURST DRIVE SUITE 150-133 ON TITLE: PLANS, SECTION, d rn j 00 COMMISSION: 0 C7 C)0 coC) DArE: U D.I. DRAWN: L9 G.B.G 00 O ix W 0 LL C7 O 4 w 0 QLL. U o o ° rX Lr) Z= Lu Z0, U% Q L' 0w0 S 0 0, -1 0 2341 HOLLYWOOD BLVD. HOLLYWOOD, FL, X5020 954.923.5838 0 SEAL: SEMINOLE POWER SPORTS 5850 LAKEHURST DRIVE SUITE 150-133 ORLANDO, FLORIDA 32819 TITLE: PLANS, SECTION, ELEV & DETAILS 11305 COMMISSION: 04.13.05 DArE: A-1.0. D.I. DRAWN: G.B.G CHECKED: