Loading...
HomeMy WebLinkAbout2335 W Seminole Blvd 11-1390 (spa modification)-o 45 CITY OF SANFORD kF MAYNG & FIRE PREVENTION PERMIT APPLICATION Application N Job Address: Parcel ID: -c;P ,A - 3' Description of Work: Plan Review Contact Person: �U -111, -- "e: $ '7" Historic District: Yes ❑ No ❑ RalFTbw � a so ing a CvTitle: � MGb'n rc2; A D, Phone: - Lk1ftj `N ')4! Fax:. �- ��0 E-mail:Z�J cCIC Property Owner Information �d01I r Name .� Phone: Street: ri 45 pan ifc Ll- li r c) -X Resident of property? City, State Zip: 1. � Rim Contractor Information U Namef eg;WIA;-�K f�aLS of-- C'Fr,4177 & AZ :2!�Vc_ Phone: yo -7 G 96 - v;7 g y Street: 77� City, State Zip: WW -rim Ph -VK 1554- State License No.: CPC- OS16 ga a— Architect/Engineer Information �y 6 Name: d Phone: Street:, q �, Fax: City, St, Zip: / 2.-- E-mail: Bonding Company: _ Address: 10— Mortgage Lender: Address: PERMIT INFORMATION Building Permit 1'�1 Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) �% . s� No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: - -- - - - AREA MAP COLLECTOR TANK ENCLOSURE �r—AUTO FILL DEVICE AS SPECIFIED BY COLLECTOR TANK MANUFACTURER -EXISTING WASTE LINE (BY OTHERS)— OR OVERFLOW INT# ADJACENT GROUND r: . �,. • -... EyA#j1mIAWj= TYPICAL AIR GAP DETAIL GRATE SECURED WITH 12"12" MAIN DRAIN (AQUASTAR OR TAMPER PROOF SCREWS EQUAL) WITH SAFETY LOCKING FRAME AND GRATE, MAXIMUM VELOCITY NOT SPA FINISH -1 TO EXCEED 1.5 FEET PER SECOND iirrO rw'v r r'`�� REINFORCING\" --MAIN DRAIN LINE T1 COLLECTOR TANK AUTOMATICHYDRO T TI 2" PERFORATED WELL POINT RELIEF VALVE •' • • -• CK (OPTIONAL) DRAINNEW MAIN COLLECTOR TANK AREA NOTE COLLECTOR TANK AREA SIZE SHOWN IS APPROXIMATE, CONTRACTOR MUST PROVIDE A MINIMUM OF 2 FEET OF CLEARANCE AROUND 3 SIDES OF NEWLY PLACED PIECES OF POOL EQUIPMENT FOR SERVICING AND SUFFICIENT ROOM BEHIND TANK TO ALLOW THE COVER TO BE RAISED TO THE VERTICAL POSITION. CONSTRUCT STACK STONE OR OTHER WALL MATERIAL AS NECESSARY TO PROTECT RAISED COLLECTOR TANK NEW CHEMICAL FEEDERS MOUNTED W�i I L__' © INSIDE VAKPAK SKIMMER UNIT (STENNER 45M2) 2"0 COLLECTOR TANK EXIST. SPA PUMP 1 1/2" 0 SPA RETURN J 3" 0 COLLECTOR TANK _ _- - 15 IN.) LOCCKABLKABL E THERAPY RETURN CHEMICAL CONTAINERS NEW 2,5" INJECTION FLOW METER POINTS (IF NECESSARY) EXISTING PUMP PENTAIR 2 HP CHALLENGER (80 GPM @ 60') Q NEW PUMP HAYWARD 2 HP MAX-FLO SP2815X20 (53 GPM @ 60') EXISTING CARTRIDGE FILTER DAYTON 4RK14 (70 S.F. @ 37.5 GPM/ S.F. = 26 GAL.) ® NEW HAYWARD SWIM CLEAR CARTRIDGE FILTER C2030 ( DESIGN FLOW = 84 GPM) EXISTING PUMP STARITE SFHP345 P4E6H-190L (146 GPM) (3 NEW PUMP HAYWARD 2 HP II SP3020EEAZ (103 GPM @ 60') MODIFIED RECIRCULATION DIAGRAM SPECIAL NOTE CONTRACTOR SHALL PRESSURE TEST THE EXISTING MAIN DRAIN & THERAPY RETURN PIPING & SKIMMER PIPING TO 30 PSI FOR 30 MINUTES. IF LEAKS ARE DETECTED, ENGINEER WILL BE NOTIFIED AND COST OF CORRECTING SHALL BE NEGOTIATED BETWEEN CONTRACTOR & OWNER. HYDRAULIC JUSTIFICATION AT 156 GPM FLOW THROUGH 6 SCHEDULE 40 PVC PIPE, THE HEAD LOSS = (.38'11.7" WHICH IS ACCEPTABLE DRAW DOWN. v d CT140LP B A PLAN VIEW LOW PROFILE LID DETAIL VALLVE WAANUALDFlLL LEVELACANTROLTER � 3" TOP M21• W/VACUUM FINISH GRADE MAIN DRAM SPA COLLECTOR TANK Q20682 APR 262011 GENERAL NOTES 1. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION SHALL CONFORM — — - CONTROL LINES TYPE OF FLOW: PUMP: -------- LIQUID LINES NOTE: 2 HP 53 ALL SPA EQUIPMENT AND 2HP 103 PIPING NOT SHOWN NEW AQUASOL REMAINS UNCHANGED. EXIST. SAFETY AQUASOL SANITIZER & PH CIRCUIT PRESS SANITIZER CONTROLLER SUBJECT TO PERIODS OF PROLONGED SUN LIGHT EXPOSURE MUST PANEL SWITCH & PH CONTROL MOUNTED INSIDE BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT DEROGATION, VAKPAKUNIT COLLECTOR TANK AREA NOTE COLLECTOR TANK AREA SIZE SHOWN IS APPROXIMATE, CONTRACTOR MUST PROVIDE A MINIMUM OF 2 FEET OF CLEARANCE AROUND 3 SIDES OF NEWLY PLACED PIECES OF POOL EQUIPMENT FOR SERVICING AND SUFFICIENT ROOM BEHIND TANK TO ALLOW THE COVER TO BE RAISED TO THE VERTICAL POSITION. CONSTRUCT STACK STONE OR OTHER WALL MATERIAL AS NECESSARY TO PROTECT RAISED COLLECTOR TANK NEW CHEMICAL FEEDERS MOUNTED W�i I L__' © INSIDE VAKPAK SKIMMER UNIT (STENNER 45M2) 2"0 COLLECTOR TANK EXIST. SPA PUMP 1 1/2" 0 SPA RETURN J 3" 0 COLLECTOR TANK _ _- - 15 IN.) LOCCKABLKABL E THERAPY RETURN CHEMICAL CONTAINERS NEW 2,5" INJECTION FLOW METER POINTS (IF NECESSARY) EXISTING PUMP PENTAIR 2 HP CHALLENGER (80 GPM @ 60') Q NEW PUMP HAYWARD 2 HP MAX-FLO SP2815X20 (53 GPM @ 60') EXISTING CARTRIDGE FILTER DAYTON 4RK14 (70 S.F. @ 37.5 GPM/ S.F. = 26 GAL.) ® NEW HAYWARD SWIM CLEAR CARTRIDGE FILTER C2030 ( DESIGN FLOW = 84 GPM) EXISTING PUMP STARITE SFHP345 P4E6H-190L (146 GPM) (3 NEW PUMP HAYWARD 2 HP II SP3020EEAZ (103 GPM @ 60') MODIFIED RECIRCULATION DIAGRAM SPECIAL NOTE CONTRACTOR SHALL PRESSURE TEST THE EXISTING MAIN DRAIN & THERAPY RETURN PIPING & SKIMMER PIPING TO 30 PSI FOR 30 MINUTES. IF LEAKS ARE DETECTED, ENGINEER WILL BE NOTIFIED AND COST OF CORRECTING SHALL BE NEGOTIATED BETWEEN CONTRACTOR & OWNER. HYDRAULIC JUSTIFICATION AT 156 GPM FLOW THROUGH 6 SCHEDULE 40 PVC PIPE, THE HEAD LOSS = (.38'11.7" WHICH IS ACCEPTABLE DRAW DOWN. v d CT140LP B A PLAN VIEW LOW PROFILE LID DETAIL VALLVE WAANUALDFlLL LEVELACANTROLTER � 3" TOP M21• W/VACUUM FINISH GRADE MAIN DRAM SPA COLLECTOR TANK Q20682 APR 262011 GENERAL NOTES 1. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION SHALL CONFORM TO ARTICLE 680 OF THE LATEST EDITION OF THE NATIONAL ELECTRIC TYPE OF FLOW: PUMP: CODE (NEC) OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND SHALL COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING 2007 2 HP 53 ALONG WITH THE 2009 AMENDMENTS. 2HP 103 2. ALL PVC PIPE SHALL BE SCHEDULE 40 AND BE IMPRINTED WITH THE AQUASTAR 12X12 MAIN DRAIN GRATE MODEL WAV12XXX HAS A MAX. FLOW MANUFACTURER'S NAME AND NSF -PW LOGO. ALL PVC PIPING ACT. A NEW RECIRCULATION PUMP, NEW THERAPY PUMP AND NEW FILTER WILL BE ADDED TO RETURN THE RECIRCULATION SYSTEM TO ITS ORIGINAL DESIGN CONFIGURATION. ALSO ANEW SANITIZER & PH CONTROL SYSTEM. SUBJECT TO PERIODS OF PROLONGED SUN LIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT DEROGATION, 3. ALL FEEDERS SHALL BE ELECTRICALLY INTERLOCKED THROUGH THE AREA: ORP, WITH THE FILTER PUMP OR A SWITCH THAT TURNS THEM OFF PERIMETER: WHEN THERE IS NO FLOW. DEPTH: 4. THE PRESSURE CARTRIDGE FILTERS SHALL HAVE INFLUENT AND VOLUME: EFFLUENT PRESSURE GAUGES, AND AN AIR RELIEF VALVE. DESIGN FLOW: 5. A FLOW CONTROL VALVE SHALL BE INSTALLED IN THE RETURN PIPING. 6. A STENNER PERISTALTIC CHEMICAL CHLORINE METERING PUMP AND A STENNER PERISTALTIC CHEMICAL PH METERING PUMP WILL BE BATHING LOAD: INSTALLED WITH MINIMUM 15 GAL. LOCKING CHEMICAL CONTAINERS AND CONNECTED TO AN ORP CONTROLLER TO MAINTAIN PROPER SANITIZING AND Ph CONTROL. 0 7. CONTRACTOR MUST REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION OF THE FLOW METER, IF INSTALLED. 8. THE WATER VELOCITY IN THE MAIN DRAIN LINE SHALL NOT EXCEED 3 FPS IN GRAVITY PIPING, SHALL NOT EXCEED 6FPS IN THE SUCTION PIPING AND SHALL NOT EXCEED10 FPS IN THE PRESSURE PIPING. 9. THE RECIRCULATION SYSTEM SHALL BE PROTECTED BY AN ACCEPTABLE BARRIER 10.ALL EXISTING EQUIPMENT NOT DETAILED IN THIS DRAWING SHALL REMAIN UNCHANGED. 11. CONTRACTOR MUST PROVIDE MINIMUM 2FT CLEARANCE AROUND 3 SIDES OF THE COLLECTOR TANK FOR SERVICING AND SUFFICIENT ROOM BEHIND TANK TO ALLOW COVER TO BE RAISED TO THE VERTICAL POSITION. SPA EQUIPMENT LIST QTY. ITEM DESCRIPTION: MFG. PART # 1 140 GALLON COLLECTOR TANK VAK-PAK CT-140LP OR EQUAL OR EQUAL 1 12'1 MAIN DRAIN WITH FRAME, AQUASTAR WAV12XXX GRATE AND HYDROSTATIC RELIEF 1 PERASTALTIC METERING PUMP, CHLOR. STENNER 45M5 1 PERASTALTIC METERING PUMP, PH STENNER 45M2 1 SANITIZER PH CONTROLLER AQUASOL SPC 1 EQUALIZER LINE GRATE PENTAIR 500300 1 EQUALIZER LINE GRATE STARITE P6EA6G-207L 1 PUMP, 2HP MAX-FLO HAYWARD SP2815X20 1 PUMP, 2HP SUPER II HAYWARD SP3020EEAZ 1 FILTER CARTRIDGE 225 S.F. HAYWARD C2030 LISTING OF MANUFACTURER AND PART NUMBERS ARE FOR REFERENCE ONLY, CONTRACTOR MUST CHECK WITH THEIR SUPPLIER FOR SPECIFIC DATA. IT IS THE CONTRACTORS RESPONSIBILITY TO ORDER THE CORRECT MATERIALS. MAIN DRAIN FLOW REQUIREMENT LLi TYPE OF FLOW: PUMP: SIZE: FLOW (GPM) RECIRCULATION HAYWARD SP2815X20 2 HP 53 THERAPY HAYWARD SP3020EEAZ 2HP 103 TOTAL FLOW: 156 AQUASTAR 12X12 MAIN DRAIN GRATE MODEL WAV12XXX HAS A MAX. FLOW RATE OF 361 GPM AT 1.5 FPS TYP. ACT. A NEW RECIRCULATION PUMP, NEW THERAPY PUMP AND NEW FILTER WILL BE ADDED TO RETURN THE RECIRCULATION SYSTEM TO ITS ORIGINAL DESIGN CONFIGURATION. ALSO ANEW SANITIZER & PH CONTROL SYSTEM. SPA DATA DIAMETER: 8'-0" AREA: 50.24 SF PERIMETER: 25'-2" LF DEPTH: 36" MAX / 35.5" MIN. VOLUME: 783 GAL DESIGN FLOW: 53 GPM @ 60' TDH THERAPY FLOW; 103 GPM BATHING LOAD: 5 PERSONS A THIS PROJECT CONSISTS OF CONVERTING THE SPA SUCTION MAIN DRAIN OUTLETS TO GRAVITY FLOW BY ADDING A COLLECTOR TANK INTO THE SYSTEM AND ADDING MAIN DRAIN COVERIGRATE IN ACCORDANCE W/ 64E-9 LLi Q a m a r, nf Z�. N CQ CO Cn W Lu ff) ACT. A NEW RECIRCULATION PUMP, NEW THERAPY PUMP AND NEW FILTER WILL BE ADDED TO RETURN THE RECIRCULATION SYSTEM TO ITS ORIGINAL DESIGN CONFIGURATION. ALSO ANEW SANITIZER & PH CONTROL SYSTEM. ZCD � z Y V5 10 O a- 1 O _ 0W�-- a_ O �~a 0 A THIS PROJECT CONSISTS OF CONVERTING THE SPA SUCTION MAIN DRAIN OUTLETS TO GRAVITY FLOW BY ADDING A COLLECTOR TANK INTO THE SYSTEM AND ADDING MAIN DRAIN COVERIGRATE IN ACCORDANCE W/ 64E-9 LLI Q a m OF FAC, FBC 2007 W/ 2009 AMENDMENTS AND THE VIRGINIA GRAEME BAKER SHEET: 1 OF 1 ACT. A NEW RECIRCULATION PUMP, NEW THERAPY PUMP AND NEW FILTER WILL BE ADDED TO RETURN THE RECIRCULATION SYSTEM TO ITS ORIGINAL DESIGN CONFIGURATION. ALSO ANEW SANITIZER & PH CONTROL SYSTEM. z_ c�i ''s J � APPROVALS: APR 2 7 2011 STATE OF FLORIDA APPROVED of Health OSP' I ROVE D SP 4 Environmental Engineering STRUCTURAL DESIGN NOT COVERED Mark Pabst Environmental Specialist III