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HomeMy WebLinkAbout105 Rockhill Dr (2)CITY OF SANFORD PERK/111T APPLICATION Application Da to: r -� rf' `� i lin Job Address: 05 d i t� �i IL.� J �`� �a M)cscription of Work: �I t= �'`� � Z.- St. J dot ,LIt k U Poo)—Tokill Square Footage Historic District: Zoning: Valle of Work $_ </ o U Q Permit Type: Building_ Flectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — 9 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 Wader & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Corurlercial Occupancy Type: Residential Commercial Industrial Construction '.Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form re(Iuired) � Owners Name & Address: v �l U') �c �7`t f l l l /� t=t� `� UL(� U U 1 L )l� ti� �(���`L c!i `� I Phone: G �'� ?�) C Contractor Name & Address: ��7 _i i�L J b" l -c �U t�S � C'� � t"1 n /Z 1 �- h cA l �v� �� ` �' t,'1 15 0- State License Number: C G A 's-1 1 4 O Phone & Fax: V1 `�J G $ `p Contact Person: 1, 6 tlo"I )l1'honc: 4Q --L--4 2D Bonding Company: Andress: Mortgage Lender: r Address: Architect/Engdneel: Phone: 6 ^ 0, �� ao v? Address: I31X• r.�C 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. 1 tarderstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACE'S, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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 '1'O OWNER: YOUR FAILURL'1'O RECORD A NOTICE OF COMMUNC'EMENT MAY RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER I'Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE..NDFR 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 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, slate agencies, or federal agencies. Accepta ' )f permit is verification that I will notify the owner ol'the property of the requirements of Florida Licit Law, FS 713. Signature of owner/Agent Date Si ture of CC( ttracto get Date Print Ownr/T nt s NamePnnl C tactor/A tint's Name Si inure of Notary -State o or t ig t turd ofNotaty- "t3 to ot• FloridaNOTARY PUBIC-S'IME' OF FLONDA N TAt' PUBLIC -STATE 8� FLORIDA Cynthia L. Byers Cyntt>ia L. Byers Commission # DD5147�9 COW)" Sion r DU514789 , .,.:r (O ,/ i� FEB. 05, 5 2010 US, 2010 Owner gent is Personal 3 or. ' Contrac�to / gent is v� PersonaltylKantdedfbifFkMan[is Bonding Co., Inc. Produced ID Bo d lle Bonding Co., Inc. ID 6.f.1fte APPROVALS: ZONING: .�)-- 4�TIL: FD: ENG: BLDG: Special Conditions: Rev 03/2006 'T1 d .D L y i � C SYMBOL LEGEND " 7 The residential swimming pool barrier and or its compliant safety components shall be in place prior to filling of the pool. FRC R4101.17 INTERIOR FINISH: _-BLUESIQNIE____ WATER LINE TILE: _TflQ STEP TILE: ----- _IB_Q__________ COPING MATERIAL: TBD DECK FINISH: ____ACRYLLC_______ EQUIPMENT LIST FILTER PUMP: ___11/2�-EAYWARD aUP-F.C3_II FILTER: ------- -YVVARD CL1200------ CHLORINATOR:AYWARD-CL2??�______ SKIMMERS: 1 MAIN DRAIN: RETURNS: LIGHTS:- -EA 300 WATT POOL LIGHT VACUME LINE: __EA FOR POLARIS RETURN LINES: ___ EA 1-1 /2" EQUIPOTENTIAL GRID REQUIREMENT BOTTOM DRAIN 2 REQUIRED POOL SHELL SKID RESISTANT DECK STONE COPPING LIGHT BOND BEAM W/ 2-#3 REBAR CONT. 6" 4,000PSI SHOTCRETE #3 REBAR E.W. 18" MIN. LAP Windows and doors that open into the swimming pool/spas area without a fence barrier to prevent direct access shall be protected in accordance with FRC R 4101.17.1.9 BOND BEAM DETAIL CONCRETE DECK 2,500PSI @ 28 DAYS -I I I BEAM FOOTER FOR SCREEN ENCLOSER '1 _ - GREEN ENCLOSURE 4" CONCRETE PAVEMENT W/ 2,500 PSI CONCRETE Cil 28 DAYS W/FIBERMESH OR WWM 1-#4 REBAR CONT. BRICK PAVERS COMPACTED SOIL I BEAM FOOTER FOR SCREEN ENCLOSER 77_ - TIME CLOCK ELECTRICAL RISER �./-TO FILTER PUMP �I r --VALVE 1-1/2" PVC PIPE AYWARD SP1048R AN,I- RTEX EACH PVC / PIPE Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 AER ANER POOL HEATER 2" PVC PIPE DRAIN. W/ATMOSPHERIC VENT Z H (V aUNCTION 0 OX 0o Bz K .-1 m POOL REINFORCEMENT SCHEDULE JANDY 2-1/2 - 2 THREE WAY VALVE �Xl 3 REBAR 0 TO 6 12 O.C. E.W. MAINDRAIN DECK--,,,, TO 8 6 0. C. E. W. fax CONCRETE SWIM -011-1 VACU M E LINE A NON-STRUCTURAL No REBAR REQUIRE SHELL --,,,.,SKIMMER POOL SHELL LL -- 100 WATT SPA LIGHT . (- POOL F 300 WATT POOL LICH r C) WATER FE RETURN INLET A SWM -OUT SECTION FOI THERAPY JET INLET k -I-i 8' MAX. SPRAY HEADN n o W W � O L- Q POOL INFORMATION QV)� �Xnr) �:�Eww POOL WATERLINE MAXIMUM LENGTH: 30 LF __ STEP S,ECT�I N - POOL WATERLINE MAXIMUM WIDTH: 15.1-F_-_ Q ENGTH-- POOL PERMITER LENGTH: 82 L_F_--LF POOL DEPTHS:3-,E_'TO -6-L.E_STEP H�POOL SURFACE AREA: 40�_ SF � 61'G SKIMMER POOL WATER VOLUME:13,--_GALLONSF_.NISH SCHEDULE INTERIOR FINISH: _-BLUESIQNIE____ WATER LINE TILE: _TflQ STEP TILE: ----- _IB_Q__________ COPING MATERIAL: TBD DECK FINISH: ____ACRYLLC_______ EQUIPMENT LIST FILTER PUMP: ___11/2�-EAYWARD aUP-F.C3_II FILTER: ------- -YVVARD CL1200------ CHLORINATOR:AYWARD-CL2??�______ SKIMMERS: 1 MAIN DRAIN: RETURNS: LIGHTS:- -EA 300 WATT POOL LIGHT VACUME LINE: __EA FOR POLARIS RETURN LINES: ___ EA 1-1 /2" EQUIPOTENTIAL GRID REQUIREMENT BOTTOM DRAIN 2 REQUIRED POOL SHELL SKID RESISTANT DECK STONE COPPING LIGHT BOND BEAM W/ 2-#3 REBAR CONT. 6" 4,000PSI SHOTCRETE #3 REBAR E.W. 18" MIN. LAP Windows and doors that open into the swimming pool/spas area without a fence barrier to prevent direct access shall be protected in accordance with FRC R 4101.17.1.9 BOND BEAM DETAIL CONCRETE DECK 2,500PSI @ 28 DAYS -I I I BEAM FOOTER FOR SCREEN ENCLOSER '1 _ - GREEN ENCLOSURE 4" CONCRETE PAVEMENT W/ 2,500 PSI CONCRETE Cil 28 DAYS W/FIBERMESH OR WWM 1-#4 REBAR CONT. BRICK PAVERS COMPACTED SOIL I BEAM FOOTER FOR SCREEN ENCLOSER 77_ - TIME CLOCK ELECTRICAL RISER �./-TO FILTER PUMP �I r --VALVE 1-1/2" PVC PIPE AYWARD SP1048R AN,I- RTEX EACH PVC / PIPE Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 AER ANER POOL HEATER 2" PVC PIPE DRAIN. W/ATMOSPHERIC VENT Z H (V aUNCTION 0 OX 0o Bz K .-1 m POOL REINFORCEMENT SCHEDULE POOL DEPTH 3 REBAR 0 TO 6 12 O.C. E.W. TO 7 9 0. C. E.W. TO 8 6 0. C. E. W. fax BY ENGINEER PVC CONDUIT 1" MIN. © WATER LEVEL Z i WATERPROOF CEMENTATIOUS \\ SURFACE 4,000PSl GUNITEC OR SHORTCRETE W/#3 REBAR E.W. (SEE SCHEDULE) MIN. 30" LAP BOND BEAM DETAIL.- 1-1/2" ETA L.1-1/2" PVC E40 PIPE TO ATMOSPHER- PUMP EQU PIENT-P`}' INSECT SCREEN TO FILTER PUMP MIN, 1/4" MAX. 1/2"- 1-31-01, 3'-0" MIN,-, LABLE VENT VALVE "SAFETY DEVICE" SKIMMER (U 1-1/2" PVC PIPE AYWARD SP1048R ANTI- •�RTEX Z MATIN DRAINS 2 EACH 2" PVC PIPE 2" PVC PIPE ------- W ATMOSPHERIC IPE-----W/ATMOSPHERIC VENT(OPT. Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy BATTEN BOARD -SHORING DETAIL 2X4 @ 24" O.C. PLYWOOD OR -STEELTEX ANGEL QE REPOSE THE ANGLE OF REPOSE FOR THE SOIL MAY BE ASSUMED TO BE 45' UNLESS VERIFIED BY A GEOTECHNICAL ENGINEER. DEPTH OF POOL SHALL BE NO GREATER THAN THE DISTANCE TO THE BOTTOM OF THE CLOSEST FOUNDATION. IN THE EVENT THE FOUNDATION IS WITHIN THE ANGLE OF REPOSE A LETTER FROM THE ENGINEER 15 REQUIRED OUTLINING APPROPRIATE SHORING OF THE EFFECTED FOUNDATION. SHORING FOR UNSTABLE SLOPES SHORING REQUIRED POST EXCAVATION PRIOR TO APPLICATION OF SHOTCRETE/GUNITE. THE CONTRACTOR MUST PLACE ALL SrEELIN THE POOL WALL AT NO MORE THAN 6 INCHES ON CENTER IN BOTH DIRECTIONS IN THE CRITICAL AREA. THIS STEEL SHALL EXTEND 18" INTO CODE/BOTTOM, ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6" THICKNESS. THIS STEEL MAT AND SHELL WALL SHALL BE EXTENDED ALONG THE CRITCAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM RREQUIRED DISTANCE AS DETERMINED BY 1 TO 1 PLUS 1'. a COPING TILE VANISHING EDGE w TROUGH a 2" PIPE TO DRAIN @4 REBAR @ 24"O.C.E.W. IN. 3" _ .r . r L / V,\ / \`yy VANISHING EDGE ANGEL, OE REPOSE REQUIREMENTS TO FILTER PUMP GENERAL INj- VALVE 1. POOL MUST MEET ZONING SETBACKS. SKIMMER 2. SOIL TO BE "VIRGIN" OR FILL COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS VERIFIED BY A SOILS TESTING LAB. 2" PVC PIPE 3. REINFORCING STEEL TO MEET ALL ACI AND ASTM REQUIREMENTS. MINIMUM GRADE 40. 4. ALL EQUIPMENT AND MATERIALS I.E. REINFORCING STEEL, FENCES, ELECTRICAL EQUIPMENT, AND METAL DECK EQUIPMENT SHALL BE PROPERLY GROUNDED. TEX 5. ALL WALLS AND FLOORS TO BE A OF 6" OF 2,50OPSI ® 28 DAYS GUNITE/SHOTCREIc, 6. CONCRETE DECK SHALL BE A MINIMUM OF 3-1/2"" IN DEPTH OF 2,500PSI CONCRETE W11 -H 6X6 W.W.M. OR FIBERMESH. 7. POOL MUST MEET ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. S. POOL TO MEET FLORIDA BUILDING CODE 2004 AND FLORIDA STATUE SECTION 424.2. 9. POOL AREA TO HAVE FENCING/WALLS AROUND POOL AND AUDIBLE DEVISES ON DOORS TO RESIDENCE IN ACCORDANCE WITH FLORIDA STATUE 424.2.17.1. 2" PVC PIPE 10. SYSTEM DESIGNED FOR 60GPM AT A MAXIMUM FLOW OF 6FPS, AIN W /ANTI -VORTEX COVER 11. POOL DRAINS AT BE EITHER DUAL ANTI -VORTEX OR ATMOSPHERIC VENTED SYSTEMS. 12. ALL POOLS EXCEEDING 8' OF DEPTH WILL REQUIRE ADDITIONAL ATERLINE TILE 13, NO DIVING BOARDS OR WATER SLIDES, CAP TILE 14. APPLIES TO BOTH POOLS AND SPAS. SKID RESIS'rENT SURFACE 15, SYSTEM SHALL BE DESIGNED AND TESTED 'AT 60GPM ® 6 FT. PER SECOND. 16. THESE PLANS MAY BE USED FOR MASTER FILING PURPOSES. 17. THIS DESIGN HAS BEEN TESTED TO BE COMPLIANT WITH FLORIDA BUILDING CODE SEC OF 424. FOR PRIVATE SWIMMING POOLS. IT SHALL NOT BE USED FOR PUBLIC POOLS. 18. BARRIERS TO MEET FLORIDA 2004 RSIDENTIAL BUILDING CODE CHAPTER 41 2-#3 REBAR CONT. AND R4101.17 FOR RESIDENTIAL BARRIER REQUIREMENTS. LAP MIN, 30" 250OPSI CONCRETE DECK 4000 GUNITE OR SHOTCRETE W/ 6X6 W1.4 WWM OR FIBERMESH APPLICABLE CODES #3 REBAR (SEE SCHEDULE PLANS REVIEWED AMERICAN NATIONAL STANDARDS INSTITUTE ANSI/NSPI - 4/1992 STANDARD FOR ABOVEGROUND/ CITY OF SANFORD INGROUND RESIDENTIAL SWIMMING POOLS ANSI/NSPI - 5 STANDARD FOR RESIDENTAL %. WIMMING INGROUND SWIMMING POOLS AMERICAN NATIONAL STANDARS INSTITUTE AMERICAN SOCIETY OF TESTING MATERIALS AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN CONCRETE INSTITUTE NATIONAL ELECTRICAL CODE 2004 FLORIDA BUILDING CODE FLORIDA 2004 RESIDENTIAL BUILDING CODE. CHAPTER BASKET WEAVE BEAM AND R4101.17 FOR RESIDENTIAL BARRIER REc1UIREMENTS. 1-1/2" PVC40 PIPE TO ATrAOSPHER*1 NT PE TO PUMP EQU PIIENT II INSECT SCREEN - 3'-C" MIN--- MIN. 1/4" MAX. 1/2" LABLE VENT KIMMER "SAFETY DEVICE" / TI -VORTEX 30' MAX. AND 16' MIN, LENGTH OF PIPE TO BE UNDERWATE W 1-1/2" PVC PIPE -MAIN DRAINS 2 EACH Z APPROVED COVERS MIKI ia Ivi0 TYPE 1 1-1/2" PVC PIP 11E/2" PIPE TO PUMP SPA CONSTRUCTION DRAIN W ATMOSPHERIE VENT(PREFERED cu ® General Notes -i Larry B. Schnaper PE 0 1-1/2" PVC PIPE Florida 32751 0 /- lAYWARD SP1048R ANTI- 1 . R fax ', n 2" PVC PIPE 3. REINFORCING STEEL TO MEET ALL ACI AND ASTM REQUIREMENTS. MINIMUM GRADE 40. 4. ALL EQUIPMENT AND MATERIALS I.E. REINFORCING STEEL, FENCES, ELECTRICAL EQUIPMENT, AND METAL DECK EQUIPMENT SHALL BE PROPERLY GROUNDED. TEX 5. ALL WALLS AND FLOORS TO BE A OF 6" OF 2,50OPSI ® 28 DAYS GUNITE/SHOTCREIc, 6. CONCRETE DECK SHALL BE A MINIMUM OF 3-1/2"" IN DEPTH OF 2,500PSI CONCRETE W11 -H 6X6 W.W.M. OR FIBERMESH. 7. POOL MUST MEET ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. S. POOL TO MEET FLORIDA BUILDING CODE 2004 AND FLORIDA STATUE SECTION 424.2. 9. POOL AREA TO HAVE FENCING/WALLS AROUND POOL AND AUDIBLE DEVISES ON DOORS TO RESIDENCE IN ACCORDANCE WITH FLORIDA STATUE 424.2.17.1. 2" PVC PIPE 10. SYSTEM DESIGNED FOR 60GPM AT A MAXIMUM FLOW OF 6FPS, AIN W /ANTI -VORTEX COVER 11. POOL DRAINS AT BE EITHER DUAL ANTI -VORTEX OR ATMOSPHERIC VENTED SYSTEMS. 12. ALL POOLS EXCEEDING 8' OF DEPTH WILL REQUIRE ADDITIONAL ATERLINE TILE 13, NO DIVING BOARDS OR WATER SLIDES, CAP TILE 14. APPLIES TO BOTH POOLS AND SPAS. SKID RESIS'rENT SURFACE 15, SYSTEM SHALL BE DESIGNED AND TESTED 'AT 60GPM ® 6 FT. PER SECOND. 16. THESE PLANS MAY BE USED FOR MASTER FILING PURPOSES. 17. THIS DESIGN HAS BEEN TESTED TO BE COMPLIANT WITH FLORIDA BUILDING CODE SEC OF 424. FOR PRIVATE SWIMMING POOLS. IT SHALL NOT BE USED FOR PUBLIC POOLS. 18. BARRIERS TO MEET FLORIDA 2004 RSIDENTIAL BUILDING CODE CHAPTER 41 2-#3 REBAR CONT. AND R4101.17 FOR RESIDENTIAL BARRIER REQUIREMENTS. LAP MIN, 30" 250OPSI CONCRETE DECK 4000 GUNITE OR SHOTCRETE W/ 6X6 W1.4 WWM OR FIBERMESH APPLICABLE CODES #3 REBAR (SEE SCHEDULE PLANS REVIEWED AMERICAN NATIONAL STANDARDS INSTITUTE ANSI/NSPI - 4/1992 STANDARD FOR ABOVEGROUND/ CITY OF SANFORD INGROUND RESIDENTIAL SWIMMING POOLS ANSI/NSPI - 5 STANDARD FOR RESIDENTAL %. WIMMING INGROUND SWIMMING POOLS AMERICAN NATIONAL STANDARS INSTITUTE AMERICAN SOCIETY OF TESTING MATERIALS AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN CONCRETE INSTITUTE NATIONAL ELECTRICAL CODE 2004 FLORIDA BUILDING CODE FLORIDA 2004 RESIDENTIAL BUILDING CODE. CHAPTER BASKET WEAVE BEAM AND R4101.17 FOR RESIDENTIAL BARRIER REc1UIREMENTS. 1-1/2" PVC40 PIPE TO ATrAOSPHER*1 NT PE TO PUMP EQU PIIENT II INSECT SCREEN - 3'-C" MIN--- MIN. 1/4" MAX. 1/2" LABLE VENT KIMMER "SAFETY DEVICE" / TI -VORTEX 30' MAX. AND 16' MIN, LENGTH OF PIPE TO BE UNDERWATE W 1-1/2" PVC PIPE -MAIN DRAINS 2 EACH Z APPROVED COVERS MIKI ia Ivi0 TYPE 1 1-1/2" PVC PIP 11E/2" PIPE TO PUMP SPA CONSTRUCTION DRAIN W ATMOSPHERIE VENT(PREFERED cu ® General Notes -i Larry B. Schnaper PE 0 Maitland, Florida 32751 0 W 407-740-0004 fax -- LL -- . LL Lo C( C) No. I Revision/Issue I I Date Firm Name and Address Larry B. Schnaper PE 135 James Place Maitland, Florida 32751 407-740-8300 407-740-0004 fax Project Sheet Date Scale