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Home My WebLink About22-37235335 Eighth Street #" Y ` CONTRACTOR Slr-NATI IPPFFL -00 72 -202 Issue Cate: PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received phone Contact for Permitting ) Owner's dame i Owner Phone Number Owner's Address I'qOwner Phone; Number Fee Simple Titleholder Nacre � Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT'# SUBDIVISION �� }� PARCEL Ili# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH H__,__INSTALL L] REPAIR PROPOSED USE SFR COMM OTHER PE OF CONSTRUCTION BLOCK FRAMESTEEL DESCRIPTION OF WORD BUILDING SIZE SOFOOTAGE c 4 HEIGHT UILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE CRESS ENERGY W.R.E.C. PLUMBING $ ]MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ft =GAS ROOFING SPECIALTY OTHER ' f FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO .F BUILDER COMPANY SIGNATURE REGISTERED Y t FEE cur�r�uN ! N Address s License # ram' ELECTRICIAN — COMPANY SIGNATURE REGISTERED N FEE CURREN Y 1 N Address 4 tS License'# PLUMBER COMPANY SIGNATURE REGISTERED N GtJRREN Y / I, Address t License # < MECHANICAL COMPANY SIGNATURE REGISTERED ;;;;�FEE CURREN Y 1 N Address.. License # OTHER COMPANY SIGNATURE REGIs7EREC ;;;=FEI CllRREN Y tN Address License # E fly- itlt =i ittit t RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building; Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, 5tormwater Plans wl Silt Fence installed, Sanitary Facilities &1 sdumpster; Site Work Permit for subdivisions/large projects' COMMERCIAL" Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial' requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, >,notarized If over $ 500, a Notice of Commencements required, (AC upgrades' over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department otary Public Commission No. Name of Notary typed, printed or stamped CUSTOMER INFORMATION LAST NAME: PENDLETON ADDRESS: 6423 BRADFORD WOODS DRIVE CITY/ZIP: Zeghyrhills, FL 33542 PHONE#: 502-905-8540 GATE CODE: DESIGNER: Glen Peterson - SUPER: Mardy Howell BOND BEAM: +1/2" FINISH: +1/2" JOB #: R02267 PROPERTY LINE OVERFLOW LINE 12' BEAM STONE FACE EXPOSED PENDLETON PAGE1 of 2 SCALE: 1/8' - V-0' REVISED- I, + — T _T - ---------4 10" BEAM LED BUBBLER 0 0 1 E R PAVER DECKING ALL WOR%KS' TAN LEDGE ZHAL WATER) nOD;z�z -i v PROPERTY LINE A P�, 3' X, GLO t-LoRtA"r r 41 qft V'Try; f - UPYAL ELEC c 'TTRIC ,1ND THE',v T (A PROPERTY LINE JET TYPE: p (4) 12" BEAM STANDARD him 9 SPA 0" (FLUSH) 0 PORT VAC GLO —w/ 174" TILED SPILLWAY SWIMOUT_ REVERSE INFINITY EDGE 1:12 SLOPE ,2 MSI SCREEN DOOR NEW SCREEN PANEL SCREEN DOOR z 1 55:, --------- --- ------- -------- -------- 2, z -------------- *BENCHMARK for S POOL BEAM S�REEN PANEL, . .......... �APR 5 2022 t, r E — REVIEW D,,,1 ESCREEN DOOR QUIPMENT PAD IT _'y 0 F H Z E P H Y R HILL-— 2',, T NEW SCREEN PANEL EXISTING DECK PAVER DECKING E QU I P, A E Ni T P A D A k' I 3' x 3' (TOP w/ THIN P' PAVERS) LAN _.,XJAMJ�4ER, A/C - POOL RANIEL'w/ qFC1 OUT UETfor SsJrVfoe {Ott HACK)", ru ELEC SUPPLY < SHUTTLE �P F �OL S�FCS CiEiA SPi�CS�j PA APACS I�K SPECS UMB�Ne S EC-'l P E R 1V,,, E T E P: 8 IS' TYPE/COLOR: MANSARD/BRONZE PERIMETER: 25' COPING TYPE: -TRAVERTINE CIRC PUMP: anteffiflo VSF CONTROL PANEL: Easytouch PS-4 RETURN: 60' SKIMMER: 17' Cody Pools AREA: s-ft SCREEN MESH: STANDARD AREA: 7L9 s_qq "A" TYPE: STANDARD PAVERS PUMP#2: N/A REMOTE: Screenlogics Bundle SPA: 30Common Return: Yes DIMENSIONS: 29' Y, 14' WALL HEIGHT (LF): 10'(New)/9'(Ex.) DIMENSIONS: T-0` x T-6" ; A" AREA _37�3 PUMP#3: N/A SANITIZER: IntelliC61orIC20 — FEATURE A. '(l Bub e.r) INALL LENGTH (Lfl_2f ('safe rig /L(iLy�L_ OUTSIDE PERIMETER: 32' "B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: lardy 1.0 Hp Blower FEATURE B: N/A GALLOPIS: 10,874 R001, AREA OF): 7p;A so "B" - RAISED: 0" (FLUSH) AREA: N/A HEATER: UltraTemp 125k BTU Heat Pump FILL LINE: N/A FEATURE N/A TURNOVER, 1,29 HRS@140GPM GUTTER SIZE: 5" —VGBAC "OMPUAI,,�T —,—I POOL INTERSECT: 14.5 'FOP EX, TvPP: THIN PAVERS CLEANER: Dedicated Vac Line OTHER: (2) Poolside Alarms FEATURE D: N/A I �rvar/s; hve ev;I,,,.,od and,,pprove thispIan T r INFINITY WALL: N/A _ �Onecl ""ilhijI ve�,Soj-,�,Lfle SuPt"'I"p ST'C-PON OUTLETS A -RE SPILLWAY TYPE: 174" TILED REVERSEPOOL T 0 P EX, A R F A: 2_2,Lsg1, LIGHT: (21 Globrito LED 12v OTHER: (1) Additional Screen Door PV3 VALVE to EQ: N/A �o nce,l lera rsulr in !�I&y �f ERGED I ALUMINUM ROOK N/A — prrjer-r.d cost EQUWPD v � DW'M DP,11NI COvERS ea'd1c, " I INFINITY EDGE 1:12 FOOTER 35' SPA LIGHT: ('I) Globrite LED 12v OTHTR:11, Pentair LED BuNDIer PV3 VALVE to POOL: N/A I 1;R1 _-CKA 11; E- NS L x W: N/A POST QTY: N/A L FAN BEAM: N/A TEAR OUT: N/A JETS: (4) STD TURNDOWN: 12'@ 12�� OTHER: N/A OTHER: N/A ELEC: 45' GAS: N/A — x PLOT PLAN EII:SFURNISHED) LOB" 59, OAKS OF PASCO AS RECORDED IN PLATE S 1 11 , OF THEPUBLIC RECORDS OF PASCOCOUNTY, FLORIDA. w t F i red ff FRONT; 201 REAP: 10, SIDE. 54 SIDE STREET- 15' 1`. PROPOSED ELEVATIONS S1 ON THE APPROVED ENGII Y CORNELISON ENGINEER 2. ELEVAPONS ARE BASED DATUM, , ON LOT Lei TFF LOT 5,75 S. FT. LIVING AREA 1.651 SO. FT. GARAGE 416 SO. FT. ENTRY 1 Sty. FT. LANAI 2 S. Ft PATPA'nO 0 SO. Ft DRIVEWAY 328 Sd . FT. PAD S Sty. Ft WALKWAY 30 M FT. IMPERVIOUS 4 2794 SO. Ft Soo 2.956 SO. PT. OFf LOT CALCULATIONS RIGHT Of' WAY 4 $ . Ft DRIVE APRON SO. t PUBLIC a 250 S, Ft SOD SO. Ft TOTALS AREA - 6.150 Sty. Ft FIVE 55 SO, Ft SIDEWALK - 280 SO. FT. SOD = 3.049SO. PT, NwJ C) 1 1 r f LEGEND: BUILDINO SCMACKUNE p! PO4NT OF INTI ARE BASED CENTERLINE PC POINT OF WF PT POINT OF T0 PREPARED C lT LINE Rp RADIUS R INC.R p OSED EtrVAMON PRO NT OF RL PCP PERMANENT Typ TYPICAL PROPOSE ORPINAOE FLOW es CONCRETE SL PURPt SES d..., c R PER PLAIT At UL tJ O PLAT e a4� D A/° AIR NDfR 9ER R ES IN DESCRIPTION'.(AS FURNISHED) LOT 59, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, I FRONT: 20' REAR: 10" SIDE: 5* SIDE STREET- 15' I NOTES: 1. PROPOSED ELEVAMNS SHOWN HEREON ARE BASED ON THE APPROVEO ENGINEERING PLANS PREPARED BY CORNEUSON ENGINORING & DEVON INC. Z ELEVATIONS ARE BASED ON NAVO 1988 DATUM. 1#11mowoula ON LOT CALCULMION3 01 LOT = 5,750 so, FT. LAVING AREA = 1.651 SO. FT, GARAGE - 416 M F. ENTRY - 100 S. FT. ui LANAI - 260 SO. FT. 91-1, of 0 PAM = 0 SO. FT. :j DRIVEWAY - 328 SQ. FT. A/C PAD = 9 SQ: FT. fr 5p WALKWAY = 30 S. F. IMPERVIOUS - 49% 2794 So. Ft SOD = 2,956 SO. FT. Z. ' cN o 0 OFFLOT CALCULATIONS RIGHT OF WAY = 400 M FT. vs," Zil DRIVE APRON - 57 M FT. jjj Go z iF_ 211, PUBLIC S/W = 250 SQ. FT. kC2- A SOD = 03 S. FT. TOTAL$ AREA m 6,150 SO. Ft DRIVEWAY - 385 % Ft SIDEWALK - 280 SO. Ft SOD = 3,049 SO. FT. I I BUILDINO SETBACK UNE CENTERUNE RIGHT OF WAY LINE PROPOSED ELEVAMN A/C S/w III PC PT Rp PRO pcp Typ cs (P 4� Pos lq0 FT �gqr" r 2r _w cx� Z ILI E > �o 0 CIL PLT OOOK PAGEAS I WIJARF FFFT LAST NAME: PENDLETON ADDRESS: 6423 BRADFORD WOODS DRIVE CITY/ZIP: Zephyrhills, FL 33542 PHONE #: 502-905-8540 GATE CODE: DESIGNER: Glen Peterson SUPER: BOND BEAM: FINISH: JOB #: 5,uLc — fz- LA K, 12 ROOTE V SWIM01- & ,A _j, ol r SCREEN DOOS' 41 `5 S EQUIPMENT PA(� 2' x 3iA EQUIPMENT PACk 3' x 3% Ln Ln SHUTTLE Q* _00TER OVERFLOW LINE ------------------ ----------------------------- ------------- ------- ---------------------- VAC PORT; i VAC P ORTI GLO 4 GLC (18' WATER) BUBBLER Rw, IF WATER} 68 sqft PAVER DECKING �Q" ten.. OR STEP + ----- q -- --------____ ------------------ -7 ----------------- SCREEN DOOR NEWSCREEN PANEL TING DECK (TOP W/ PAVERS) PAVER DECKING 7A/C I ""' 10" BEAM -- P00,� '"R JET TYPE: (4) STANDARD SPA +0' (FLUSH) vat 174- TILED SPILLWAY REVERSE INFINITY EDGE 1:12 SLOPE ffm Pi3i9L SPECS E=SCREEN SPECS _= :SP=A SPECS = � PLUMBING SPECS PERIMETER: 91' TYPE/COLOR: MANSARD/BRONZE PERIMETER: 25' COPING TYPE: TRAVERTINE CIRC PUMP: Intefliflo, 'SF CONTROL PANEL: Easytouch PS-4 RETURN: 60' SKIMMER: 17' Cody Pools AREA: 400 soft SCREEN MESH: STANDARD AREA,, 3 sqh "A" TYPE: STANDARD PAVERS PUMP#2: N/A REMOTE: Screenlogics Bundle SPA: 30' Common Return: Yes DIMENSIONS: 27'-0" x 18'-6" WALL HEIGHT (LF):_20'(New) / 9'(Ex.) DIMENSIONS: 7'-0" x 5'-6" "A" AREA: 615 sgft PUMP #3: N/A SANITIZER: IntelfiChlor IC20 FEATURE Ac 25' (1 Bubbler) GALLONS: 12,744 WALL LENGTH (LF): 106' (New)/ 9' (Ex.) OUTSIDE PERIMETER: 32' "B" TYPE: N/A FILTER: Ca fridge CC 150.. AIR TYPE: Tandy 1.0 HP Blower FEATURE B: N/A ROOF AREA (SF): 1,043 sqft RAISED: +0" (FLUSH) "B" AREA: N/A HEATER: UltraTe p 125k BTU Heat Pump FILL LINE: N/A FEATURE C: N/A ---APPROVAL r TURNOVER: 1,52 FIRE @ 140 GPM GUTTER SIZE: 5" POOL INTERSECT: 14.5' TOP EX, TYPE: STANDARD PAVERS CLEANER: Dedicated Vac Line OTHER: (2) Poolside Alarms FEATURE D: N/A I (owner/s) have reViewed and approve this plan as correcivAthin reasonable — VGB ACT COMPS 1f.N7 '_ INFINITYWALL: N/A ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A SPILLWAYTYPE: 174" TILED REVERSE TOP EX, AREA: 260 - sqft POOL LIGHT: (?)GIobnteLED 12v OTHER: (1) Additional Screen Door PV3 VALVE to EQ: N/A tolerance. I understand that any changes to shape or location fnayresult in delay of — project and additional cost. EQUIPPED wl DUAL DRAIN COVERS and/or INFINITY EDGE 1:12 FOOTER: 103' SPA LIGHT: Globrite LED 12v OTHER: N/A PV3 VALVE to POOL: N/A SINGLE UNBLOCKABLE DRAINS WHICH L x W: N/A POST CITY: N/A — -LI) ARE FAN BEAM: N/A TEAR OUT: N/A JETS: (4) STD TURNDOWN: N/A OTHER: N/A OTHER: N/A ELEC: 45' GAS: N/A X �-TYPICAL OR. FOR #3 REBAR, 2" OUT WTH #8 CU TO PUMP OPTIONAL 12V LIGHT W/ TRANS, E" BRASS OR PVC {SEE NOTES} i= SWIM -OUT OR LADDER REQUIRED (GR/#8 CU) ERE DEPTH OVER DEEP (SEE NOTES) NO LIMITATION TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) N.T.S. 2'-9" MIN EXCEPT FOR SLOPING ENTRIES, 4'-0" MAX. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL WATER LINE EXCEPTION: ROPE & FLOATS INSTALLED IF LESS THAN 4'-6" 3 MAX. 1� am SEE NSPI 5 RE: HANDHOLDS POOL SECTION DETAIL N.T.S, i PAVERS OR 4" DECK DECK FINISH 2500 psi (MIN.) CONC. PER CONTRACT W/ FIBER MESH—-, (NON -SLIP)— 12"x12" FOOTING BEAM & "7=✓ 12" W/ (2)3 BARS BAR OPTIONAL FINISH MARCITE OR OR (1) #5 BAR EXPOSED 6" MIN. WALL & FLOOR THICKNESS. 3500 psi (MIN.) AGGREGATE CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN, OVERLAP, 2" MIN. COVERAGE ON STEEL W/ CONC. TO ASTM A15.A16, ASTM A30-5 (Structural subject to suitable soil conditions) POOL/SPA. DECK. BEAM. WALL, FLOOR lam • FLORIDA BUILDING CODE R4501 SPECIAL. SPA REQUIREMENTS SKIMMER REQUIRED FOR SPA WITH INDEPENDENT THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4', Maximum SEAT DEPTH 28", MAX. FILTRATION SYSTEM FURNISHING ALL DETAIL DESIGN REQUIREMENTS -FLOOR SLOPE 1:12 FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH -STEPS: MIN, TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE FLORIDA BUILDING CODE AND ALL THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS CONSTRUCTION SHALL MEET ALL APPLICABLE AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT CODES INCLUDING PLUMBING, ELECTRICAL AND SHALL HAVE A SIX HOUR, TURNOVER. IF CONTINUOUS A ONE HOUR GAS PIPING SHALL BE SCH 40 PVC, NSFpw, MAX, TURNOVER. PRESSURE VELOCITY 10 FPS. SUCTION 6 FPS. -MAXIMUM TEMPERATURE 104 DEGREES. THE POOL PLAN SHALL SHOW THE DESIGN -MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. PLUMBING AS PER THE SAMPLE WITH THE -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR INFORMATION REQUIRED SHOWN. MAIN DRAIN MEET LOCAL CODE IF GREATER. PLUMBING SHALL BE A SINGLE UNBLOCKABLE CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME A112.19.8.2007 COVERS. AS THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES; THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE -MAIN DRAIN REQUIRE SUCTION PIPE SIZE IN ADDITION A SAFETY VACUUM (TAMPER PROOF/SEE NOTES) RELEASE SYSTEM SHALL BE INSTALLED FOR THE -LIGHTING & BONDING SAME CHANNEL BRAIN SYSTEM, THIS MAY CONSIST OF AN AS POOL AIR RELEASE SYSTEM, THE VENT PIPE SHALL BE TIED -NO LIMITATION ON SHAPE TO THE MAIN [TRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXIMUM LENGTH Of VENT PIPING TO BE 30'. THE VENT PIPE WILL BE ELBOWED UP AND OVER WITH A GRATE FOR GENERAL SPA PLAN PROTECTION AND LABELED "SAFETY VENT". N, , SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 2.5 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH, SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. DETERMINE SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35gal/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf) POOL VOLUME: 500 Sq. Ft, x 4 Ave. Depth x 7.481 gat/cf = 15,000 Gallons TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes FLOW RATE: 15,000 Gallons / 360 Minutes = 42 gpm PIPE SIZING CHART (MAXIMUM) 022-3/3° PIPE SUCTION PRESSURE 1j" 35 GPM 65 GPM 2" 60 105 2r 99 147 3°' 135 230 4" 235 396 z 8 0 g s a FOR POOLS WITH VOLUME = 15,000 GALS, s z 5 PUMP PENTAIR WHISPERFLO J HP b OR INTELLIFLO V.S. TURNOVER RATE = 6 HOURS = 360 MINS. VARIABLE OR DUAL SPEED PUMPS ARE REQUIRE IF THE PUMP EXCEEDS 1 HP. 5 PLUMBING WILL BE DESIGN FOR THE MAX. FLOW OF PUMP, REFER TO TDH _,y5 CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. L�a il FILTER: STARTRITE PTM50, 50 CFM OR HAYWARD C751, 75 GPM CAPACITY MAIN DRAIN: WATERWAY 640-13OXV CLEANER: HAYWARD VAC LOC VENT SCREEN: WATERWAY W-290OXV MAIN SUCTION PIPE SIZE 2" SKIMMER SUCTION PIPE SIZE 2" CLEANER/VAC PIPE SIZE 1-1/2- RETURN SUCTION PIPE SIZE 1-1/2- 2-1/2 SLIP INSIDE 2" SOCKET 1. 20" ROUND PVC SUMP 2. 2" TAPERED THREADED PIPE PLUG 3. 20" ROUND OUTLET COVER PLASTER SHIELD 4, ROUND CENTER CAP PLASTER SHIELD 5, 20" ROUND ANTI -ENTRAPMENT SUCTION OUTLET COVER 6. ROUND CENTER CAP 7. 10-32XJ FLAT HEAD PHILLIPS, 316 SS, OTY 10 -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE APSP/ICC 2020 AND NEC 2017. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFi, TRANSFORMER MIN, 10' FROM POOL, 8" ABOVE WATER, J BOX 4` FROM POOL, BRASS TO J BOX OR TRANSFORMER MICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. R403.10.1 HEATERS THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON -OFF SWTCH THAT IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER, OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS -FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY BURNING IGNITION PILOTS, R403.10.2 TIME SWITCHES TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS. HEATERS AND PUMP MOTORS THAT HAVE BUILT-IN TIME SWITCHES SHALL BE IN COMPLIANCE NTH THIS SECTION. CONSTRUCTION) WORKMANSHIP SHALL BE IN CONFORMITY NTH THE REQUIREMENTS OF INSTALLATIONPOOL TYPE. -SEE-NSPI FOR DIVING WATER ENVELOPES, -SLIDES SHALL MEET THE MANUFACTURE'S LADDERS, -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24- (610 MM), IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE OR UNDERWATER BENCHES/SVAM-OUTS IN THE DEEP END. WHERE RECESSEDMANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE OR LOCATED IN A CORNER. -APPROVED-CIRCULATION SYSTEMS, COMPONENTS & EQUIPMENT SHALL COMPLY WITH NSF M -THE MAXIMUM TURNOVER RATE IS 12 HOURS, -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION RESISTANT WITH STRAINER & MEET THE REQUIRED FLOW. PROVIDEDRECIRCULATED POOL WATER SHALL BE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. i CONSTRUCTED CERTIFIEDSUCH INLET FITTINGS SHALL BE TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE & SHALL INCORPORATE A Convenient MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM). -HEATER -DISINFECTANT EQUIPMENT SHALL COMPLY NTH NSF 50. -PRESSURE TEST PIPING AT .35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO -WASTE DISPOSAL TO COMPLY NTH SECTION 454.2.10 IT HAS BEEN THAT THESE DESIGN REQUIREMENTS ARE ' �ANCE ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APSP/ICC NA 2810 NORTH 10TH STREET COUNTY COMMENTS 3—z5—zoa9 I d � 0 n Lil < Q � C!? 0 W GL Q LLI C < Gl U <C BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES �rtaatt s: �alttrf// , �{ n, ' , f w No 59 X ✓ :� .C, r RICHARDr`E`EGN�i NYN P.E. P.E. # 65994 .SCALE I DRAWING No - AS -SHOWN ixRO.E:CT NaIDRMTM, k..DESCNER:LG = I REVIE'WM- LC Ta BE CHECKED 6Y: LC DATE2/16/2022 IsHEETNo. 1/3 REINFORCED CONCRETE STEM WALL SECTION N.T.S. PAVER DECK 1- # 3 BAR CONCRETE COMPACTED CONTINUOUS POOL DECK �— MATERIAL E -1® COMPACTED SUBGRADE ti— 1-# 3 BAR - _ VERTICALLY FINISH GRADE AT 30" O.C. 2-#3BARS CONTINUOUS PAVER DECK SNORT RETAINING WALL DETAIL N.T.S. NOTE. IF THE SUBSTRA THE FOOTING IS SUBST LIMESTONE, THE MAXIMUM SLOPE DISTANCE CAN BE REDUCED TO 12" WALL SECTION 5 LATERALS @ 24" /C FOR WALLS 4'-0" R LESS 3" C/C FOR WALLS '-i" TO 8'-0" � J-<j HORIZONTAL uJ VERTICAL REINFORCED STEM WALL CORNER R%C DETAIL N.T.S. UR-O-WALL EACH TWO 8"x8°'x16„ CMU BLOCK LINES (TYP.) CMU WALL 8"x8"x16" #4; 100� CMU WALL FILL CELLS CMU BLOCK WALL CORNER DETAIL N.T.S. CONCRETE WALL SPECIFICATIONS CONCRETE OUTLINES HEIGHT OF I B a b c REBAR SPACING WALL H" WALL HEIGHT1 VERTICAL HORIZONTAL i _ A...11 t7-7 '1-n A # 5 � 48 � 5 � 74 4' 3'-2" 1'-O" 0'-9" l'-5" 4' 1 # 5 0 36" # 5 0 24" 5' 3'-10 1'-1" 1'-0" V-9" 5' # 5 @ 24" # 5 @ 24" 6' 4'-6" V-2"' 1'-3" 2'-1" 6' #5 0 18" #5 0 18" 7' 5'-3" V-3" V-6" 2'-6" 7' # 5 0 16" # 5 @ 18" 8; V-11" V- 4" 1'- 9' 3'-6M 81 # 5{@ 12" # 5 @ 18" NOTES: TIE ALL STEEL TOGETHER (WALL & FIG.) LAP ALL STEEL 27" MIDI, ALL CONCRETE SHALL BE 3,000 P.S.I MIN. ALL REBARS SHALL BE GRADE 40. STRUCTURAL NOTES: 1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE EXISTING CONDITION & DIMENSIONS. 2. ALL VERTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS. 3, ALL CONCRETE WORK SHOULD COMPLY WITH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 5. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM WALLS 6. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASONRY WALLS 7. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE. 8. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 9. ALL JOINT REINFORCEMENT, 11ES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE 4" TO 6" OF CRUSHED STONE OR GRAVEL, PLAN FOOTING '-2`1 4-T- REINFORCED sm REINFORCED I0-16"---88"4 STEP FOOTING DETAIL N.T.S. PREMOLDED JOINT WALL FILLER REINFORCEMENT ,2" —T X/3 x VOLCLAY WATER STOP CONSTRUCTION JOINT (TYP) im 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo erylProjectEngineering.com J (n 0 --j n I < Lj 3: LLJ W C) Fes- Li < J 0 T- 0 CL' BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES a � 'IF OF a s N� RICHARD LEON CANNYN P.E. P.E. # 65994 SCALE i DRAWING No. AS -SHOWN 2 PROJECT Nu : k=DMGNER:LG # (REVIEWER: LC TO BE CHECKED SY:LC a The Association of 1iCW_Z%JPSP Pool& Spa Professionals* ECT NAME: [fLndleton ADDRESS AND ADDRESS: Zephyrhills, FL 33542 !Tampa,Fla. 33614 119 � OWNER: CONTRACTOR PHONE: DAT�E Pendleton ' �(81 3) �88 6 - 91 �19 '-: 21171�2022 This information sheet was prepared bythe APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp,org. 1. §5.2.1: Calculated pool volume a. Gallons: 13,464 ; or b. Calculated Gallons: 400 (surface area) X 45 A (average depth) X 7.48 (g,(lft 3) = 13,464 1 §5.2,1: Calculated filtration flow rate (Pool volume -.' 360 or 36gpm whichever is larger) 3. §5.5.1- Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table 1 with a 6jps flow capacity the same or mare than item 2.) b. Minimum suction branch pipe diameter (Calculate: Item 2. 36 (gpm) _ Branch Pipes 1 (quantity) = branch flow rate 37 (gpm). Enter the smallest pipe size from Table I with a 6fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table I with a 8fps flow capacity the some or more than item 2.) d. Minimum return branch pipe diameter (Calculate: Item 2. 36 (gpm) + Branch Pipes 1 (quantity) = branch flow rate 37 (gpm). Enter the smallest pipe size from Table I with a 8fps flow capacity the some or more than the calculated return branch flow rate.) 4. §5,4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 2. 36 (gpm) -.'filterfactor 0.375 (gpMlftA2)) Filterfactors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 5. §5.4.2: Backwash valve: Dyes, E]No? (When using a buckwash valve, enter result of item 3c or 2 inches whichever is larger) Table I Pipe Size: 1.5" 2" 2.5" 3" 15" 4" V" V Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 --Nominal GPM @ 8 fps --9-1 --64- 119 1-84 _74-7 717F 7_99- _72-0 6. Single -speed pump selection (when used): §5,1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or less, select pump* from the database with a Curve -A gpm flow equal to item 2 or less. §53.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-C gpm flaw equal to item 2 or less. *Multi -speed pumps must have one speed listed that satisfies this requirement. a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or Cgpm flaw listed in database) 1. 13,464 gallons 2. 37 - gpm 3a. 1,5 inches 3b. 1.5 inches 3c. 1.5 inches 3d. 1.5 inches 4a. Cartridge 4b. 99.7 SQ. ft. 5. 2 inches (When used) 6a. pentairl Intel Flo VS 6b. 3 or 7a. PentairintelFlo VS 7b. '18 gpm 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2 Component Section Requirements Check 4.4.1.1 Neater has no pilot light 4.4.1.2 Readily accessible on -off switch mounted outside of the heater Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pool with 60% of documented pool heating from on -site solar or recovered energy. 4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for Z servicing. Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. 3/17/15 ANSI/APSP/ICC- 15 Standard writing Committee Form 2 of 2 STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION POOL specifications_ _ _ _� Pool Volume (gallons):. Turn Over (hours): Filtration Flow Rate: Results: Your TRH Calculation 13464XO gallons 6.00 hours 37.40 GPM TDD CALCULATOR STEP 2 SELECT EQUIPMENT Suction Lift: Design Flow Rate STEP 3 TON CALCULATION 1.50 it 140.00 GPM BE SURE TO PROVIDE A VGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE FLOW RATE SHOWN AT THE MAXIMUM PUMP SPEED, BELOW. REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3.00 Discharge Piping: 3.00 AT THE FILTRATION FLOW RATE AT THE PUMP MAXIMUM SPEED Pump Speed at the Filtration Flow Rate 2387 RPM Head Loss at the Filtration Flow Rate 4.85 FT Flow Rate at Max Pump RPM: 125.73 GPM Head Loss at Max Pump RPM: 61.49 FT SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION S, 0 Ho 0 a 10 20 30 40 50 60 70 so 90 100 110 120 130 140 VOILtuletft Flow Rate (GPM) ^�^' Clean System Curve. Pump Curve Peslred Operation Ppint -Clean Systom A Pump Operation Point PRIVACY NOTICE I TERMS OFUSE I Q2008 - 2022 PENTAIR INC, ALL RIGHTS RESERVED. Any in regarding the Pentair Partners Incentive Program mentioned an this website smrves a merely informative purpose. None of this infe—,then to binding an Pentair International or do affiliates, a, -a it be usedas . g,.,,d Aar.eykind .fmaim eg.;-1 Pentair or its afffliatoo in relation to the Penton- P-t—ra Incentive Program, which Is subject I. condition, 1h.t,,W11 he communicated to a candidate participant upon registration an this wcbaite. STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume (gallons): 86&00 gallons Turn Over (hours): 6.00 hours Filtration Flow Rate: 36.00 GPM Results: Your TDH Calculation TDH CALCULATOR STEP 2 STEP 3 SELECT EQUIPMENT TON CALCULATION EDIT ifT Suction Lift: 1.50 It Design Flow Rate 140.00 GPM BE SURE TO PROVIDE A VGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE FLOW RATE SHOWN AT THE MAXIMUM PUMP SPEED, BELOW, REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3.00 Discharge Piping: 3,00 AT THE FILTRATION FLOW RATE AT THE PUMP MAXIMUM SPEED Pump Speed at the Filtration Flow Rate 2380 RPM Flow Rate at Max Pump RPM; 125.84 GPM Head Loss at the Filtration Flow Rate 457 FT Head Loss at Max Pump RPM: 61.4 FT SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION I 01D "o so ..... . .... tr 0 10 20 30 40 50 60 70 80 90 100 110 12D 130 140 Volumetric Flow Rate (GPM) Clean System Curve -^^ Pump Curve 0 Desired Operation Point - Clean System A Pump Operation Point PRIVACY NOTICE I TERMS OFUSE 1 @2008 - 2022 PENTAIR INC. ALL RIGHTS RESERVED. AnyW—U- .g.,ding the Pentair Partners 1--N- Program mentioned on this —bsif-- —1yinf—atimpurp— N— ofthis information is biding- or its affflitos, nar— it b, usad- aground krany kMdofclaim against PeMw—rtt—ffilW- m rate to the Pentatr Partners h—.1W Program, which i—bj.dto —difl— that"fil be communicatedW a candidate participant upon thi, —bsit,.