The URL can be used to link to this page

Home My WebLink AboutEngineering POOL DESIGN DRAWING POOL SPECS B"x B"FOOTER DETAIL RIM POOL PERIMETER: 130, POOL AREA: 616 Concrete Pool Deck POOL POOL STEPS: 33 Proposed Finish POOL SHAPE: CUSTOM POOL TYPE:GUNITE POOL GAL:19,443 TOTAL P/D AREA: 616 POOL SIZE: 12 x 42 POOL DEPTH:3 TO 6 EXTRA STEPS:N/A DECK PERIMETER: N/A B" „' Y , .• 4" TILE TYPE: N/A SUNSHELF:YES STD EXTRA BENCH:N/A PUMP ONE:'SUPERFLO VS PUMP TWO:N/A TOTAL DECK AREA: N/A FILTER ONE: CLEAN AND CLEAR FILTER TWO:N/A COPING: 130 SANITIZER ONE: INTELLICHLOR I30 SANITIZER TWO: N/A POOL HEATER: X)OOO(X VACLINE: Yes LANAI AREA: N/A .B" RETURN LINES:4 1-#5 BAR Continuous MAIN DRAINS; STAR GUARD SKIMMER: Yes ACRYLIC AREA: N/A POOL CLEANER:NO EXTRA SUCTION:N/A DECK DRAIN: 80 CONTROLS:SIEMENS POOL LIGHT:(2)COLOR LED SPA SPECIFICATIONS SPA SHAPE:N/A SPA GAL:N/A SPA TYPE:GUNITE SPA SIZE:N/A SPA DEPTH:N/A TILE TYPE:N/A SPA JETS:N/A SPA DRAINS:N/A SPA BLOWER: N/A SPA LIGHT:N/A SPA HEATER:N/A SPA SPILLWAY TYPE:N/A TERMITE BOND COMPANY: N/A PHONE NUMBER:000-000-0000 DECK JETS DECK I COPING I FOOTER TYPE 1 ACRYLIC: PAVER:NIA ACRYLIC:N� PAVER:NIA DESCRIPTI)N:N/A / NIA DESCRIPTION:BY OWNER DESCRIPTION:BY OWNER MAIN DRAIN ItR BARRIERS CHILD FENCE:N/A EXISTING FENCE(Meets Code):N/A ALARMS-BATTERY:YES OWNER TO INSTALL FENCING:N/A 2 ALARMS-HARD WIRED:N/A APS TO INSTALL FENCING:N/A STEPS ARE 1' BENCH/SWIMOUT IS 1'6 N SCREEN ENCLOSURE ~ SCREEN:N/A STYLE:N/A DOORS:X EAVE HEIGHT:10' 3 s• BUBBLERS al UH 'DEEP COLOR LED/ 6'DEEP SCREEN COLOR: ALUMINUM COLOR:N/A ELITE ROOF SQ.FT.N/A SCREEN INSERTS::N/A GUTTERS R DOWNSPOUTS: AS NEEDED DECK DRAIN Note to screen companies:It eave varles from plan,stop and notify OASIS POOLS i SPAS Immediately. - -- - - R --— vac- —SK— R -- - -—- COLOR SELECTIONS— ' POOL INTERIOR:TBD TILE SELECTION:TBD SPA INTERIOR:N/A TILE GROUT:WHITE DECK COLOR:N/A _ STEP TILE:N/A DECK PATTERN:N/A SKIMMER COLOR:WHITE _ COPING:N/A SKIMMER LID:WHITE COPING GROUT:WHITE DRAIN AND FITTINGS:WHITE SPECIAL:N/A SPECIAL:N/A OPTIONS Scale:1/8"=1 ft OPTION: (4)DECK JETS OPTION: OPTION: OPTION: OPTION: OPTION: OPTION: OPTION: BUYER NAME(S): MARCEL DRAGMIER E-MAIL:XXXX ADDRESS:.30527 OAKBRIDGE COURT OASIS POOLS & SPAS OF THE TREASURE COAST CITY: PSL STATE: FL ZIP CODE: OAKBRIDGE TEL:XXXX CELL:XXXX 665 4TH STREET VERO BEACH,FLORIDA 32962 SCALE: 1/8"= 1"0" SUBDIVISION:OAKBRIDGE LOT#:6 PLAT BOOK:57 PAGES#:5 COUNTY:ST WCIE COUNTY J LENGTH _ LADDERS ARE TO BE GENERAL NOTES 6"WATER COPING WATER y. CROSS BRACED PER i ESCUTCHEON LINE TILES LINE o MANUFACTURERS SPECS s PLATE 1. For pool plan,size,deck,and special details,see Contractor's Paol Plan, y WATER •t S.S.LADDER POOL 2. Pool Walls shall be 5"thick and Floors shall be 6'thick and shall be pneumatically POOL LINE ,n' DRAIN GRATE ICOVER °a 14°MIN. ;yr _ DECK applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concreted' ` mpg k+ 5" MUST CONFORM TO 18' W TER Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. �i!;c:?`.. z POOL ASMEIANSIA112.19.8 i5° LEVEL EXPANSION 3. All Pool design,construction and workmanship shall be in conformity with the m LIGHT OR ANY SUCCESSOR •'; SUP RESISTANT JOINTS AS requirements of,Florida Building Code,7th Edition,2020 (FBC)Accessibility;FBC (n _ STANDARD '. TREAD SURFACE WEDGE REQUIRED • "' "•' ANCHOR Building;FBC Residential,and;ANSI/APSP/ICC-3,ANSIIAPSPACC-4, POOL STEPS: ,'- `' ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7;ANSI/APSP-15 and the RISERS: 12"MAX. DUAL SUCTION OUTLET AND APPROVED GRATEICOVER :x;� �= ADDITIONAL CONCRETE Adopted National Electric Code 2017 (NEC)and TREAD: 10"MIN.(240 SQ.IN.MIN.) WITH S-O"OF SEPARATION CENTER LINE TO UNDISTURBED AS REQUIRED FOR Chapter 45 of the Florida Building Code,7 lh Edition,2020,Residential. CENTER LINE OR APPROVED CHANNEL DRAIN SOILS 3"MIN.TO 6'MAX " STURDY INSTALLATION 4. All Pool Piping to be Schedule 40 PVC,bearing the mark of NSF Approval unless POOL SECTION SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS) BETWEEN TREAD QB BARE,SOLID,COPPER otherwise noted. LONGITUDINAL - POOLS DEEPEST POINT AND POOL WALL RUBBER CONDUCTOR TO SHELL 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be#3 CONCRETE DECK(OPTIONAL)W/SLIP RESISTANT SWIM-OUT DETAIL BUMPER REINFORCING bars at 12"on center in each direction,w/ 15"lap joints in walls and floors up TOPPING ON COMPACTED GROUND W/ALL DECK OVER to 6'. Where the pool depth is over Eft(measured vertically down from the POUR OR TYPICAL LADDER DETA/L Waterline),use 3 bars.at.,6"on center in.each direction in the areas that exceed ORGANIC MATERIAL REMOVED.4'NOM.THK.W/ 8° [FIBER MESH OR 5°NON.THK.W/#3 REBARS. �' BRICK COPING eft in depth. #8 AWG COPPER WIRE If Concrete is cast against Bare Earth without a Separation Barrier,the minimum 1-#3 BAR CONT.IN 5'1HK WALL 4'-0" JUNCTION BOX cover shall be 3'. With a Barrier(Steeltex)between Concrete and Earth,the (USE 2-53 BARS CONT.IN 8'x8° (BY OTHERS) WATER TIME minimum cover shall be %'.Mln.cover shall be 1 117 between steel and main drains and plping. BOND BEAMS) LINE TO SERVICE CLOCK 6. Al Metallic Pool Fittings within 5'of the inside wall and deck reinforcing steel to be O0 TO TRANSFORMER 6"OF 1-#3 BAR PANEL bonded to the Pool ReinforcingSteel with 8 AWG Copper Wire. The 8 Copper WATER (BY OTHERS) WATER CONT. IN 5" SPST TOGGLE PP PP LINE 2-#3 BARS LINE W.P. Wire to be run internally and externally with the NEC approved PVC Light Conduit m z o z CONT.IN TILES THICK BOND SWITCH DISC. form the Light Niche to the Junction Box. Completion of the pool grounding to the _ 8"%8"BOND BEAM 4'-0' JUNCTION 12V Electrical Panel Ground to be by Electrician. BEAM 7. Bond all Sheathed Cables,Raceways,Metal Piping and all Fixed Metal Parts not 15"I 15-I POOL BOX TRANS. separated by'a permanent barrier,if within 5'-0"Horizontally from Water and ' MARBLE U.L APPROVED LIGHT IN COMPLIANCE I'yl II DECK 12'-0"Vertically of Maximum Water Level. - PLASTER WITH LATEST ADOPTED NEC MIN. %"COVER WA ER ALL ELECTRICAL WORK 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FlNISH OVER ALL BARS LINE SHALL CONFORM WITH Adapted National Electrical Code 2017(NEC). (SEE NOTE#5) ART.680 OF THE 9. Pool or Patio shall bear only on Rock or Clean Sand,which shall be compacted to 3#12 IN LATEST ADAPTED NEC. ALTERNATE BEAM CONpUO provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in excavation shall be removed in its entirety and the area shall be backfilled with STEELTIX(OPTIONAL) �3 BARS® 12°O.C.EACH WAY FINISH DETAIL U.I.APPROVED LIGHT IN COMPLIANCE acceptable material and property compacted. Where unsuitable Material cannot be WITH LATEST ADOPTED NEC removed,the pool must be redesigned. POOL STRUCTURAL DETAILS 10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR if required. The Engineer accepts no responsibility VARIES 18" ity for the safety of Existing lI.�THAN 1 ON 1 + 1 EXISTING ELECTRICAL DIAGRAM Structures, COPING I STRUCTURE 11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT Required Setback areas. .Pool Contractor and/or Owner shall verify the layout and WATER PLAN JETS MAY RUN WATER - all dimesions shown prior to construction. LINE l HORIZONTALLT LINE 12. Contractor shall determine the location of all Utilities in relation to the Pool and its WITHIN WALL #3 BARS 0 6" Equipment and ensure minimum clearances in accordance with Local Regulations 5 THERAPY O.C.EACH WAY' and Ordinances. LINES -CONTRACTOR MUST PLACE ALL STEEL IN THE POOL 13. Contractor shall provide adequate Temporary Fencing around the construction 6"WALL WALL AT NO MORE THAN 6"ON CENTER IN 801H area °O 4" RETURN THICKNESS TTT to prevent unauthorized entry into the Pool Area, DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL 14. If a water supply is provided,a minimum 3"Atmospheric Break will be provided. LINES MARBLE :SHELL WALL SHALL BE CONSTRUCTED TO 6°THICKNESI 15.--AIL Structural,-Filtration and Electrical-details-outlined-in-these drawings also relate -. - GUNRE - PATER-- �777 THE STEEL MAT-AND_THICKER-.SHELL-WALL SHALL to Spa Construction. g3 BARS 0 REBOUND FINISH ALONG THE CRITICAL AREA AND TO A POINT 16. All Pool and Spa Healers shall be equipped with an On/Off Switch mounted for 12"O.C.EW. RAINS AND DRAIN GRATE/COVER - i WHICH IS GREATER THAN THE MINIMUM REQUIRED AS easy access to allow the Heater to be Shut Off without adjusting the Thermostat TO COMPLY WITH ASME/ANSI At12.19.8 - DETERMINED BY THE 1 ON 1 + 1 METHOD. settings and to allow restarting without relighting the Pilot Light. OR ANY SUCCESSOR STANDARD PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON 17. WARNING! To empty the Pool for any reason,the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS TYPICAL WALL AND THE EFFECTIVE DATE OF A MAJOR CODE CHANGE. be eliminated. The Owner must consult a Contractor experienced in eliminating OASIS POOLS&SPAS OF THE Uplift Pressure. FLOOR WITHIN \\�,��ttllEllll))//7///'/ TREASURE COAST,INC. RAISED SPA WALLS g.SC ii� SEPT 242021 ----' - ----- - - -------t—MAIN-DRAIN-LINE ---SPILLWAY PER -THICKER THAN 10'SHALLOOL ----ANGLE—OF—REPOSE—=--- --.�� -(—.•—•.N �i— -- ----- - 1i654THST -- ----- V4 >5 2 SKIMMER LINE CONTRACTORS PPLAN HAVE 2 MATS OF,STEEL-#3 Q�c�''��CENS�c �� VERO BEACH FL 32900 3 WASTE LINE COPING BARS @ IT O.C.E.W, �J, •, i (772)226-7196 4 .RETURN LINE WATERLINE TILES ; NO.32046 5 PRESSURE CLEANING J+. WATER LINE(OPTIONAL) _ LINE o STATE OF RESIDENTIAL SWIMMING POOL A FAR&LINT STRAINER % o '• I SPECIFICATION FOR: 5 B RECIRCULATION PUMP INTERIOR �i�p''��ORtOP'•7G�� D INO�ONEE CC)LORINATOR #3 REBAR®L12NISH �iissNDRAGMIER RESIDENCE E HEATER(OPTIONAL) O.C.E.W. Sklo Engineering serve ,,Inc. 10527 OAKBRIDGE CT FILTER SYSTEM RAISED SPA DETAIL Larry B.as NomeAve.,s e.124 32046 PORT ST LUCIE FL NTS Winter Park,FL 32792 (407)275-1099 143 BAR CONTINUOUS TRAVERTINE OR 1-N3 BAR CONTINUOUS TURNDOWN NOTES COMPACTED cOICRETE COMPACTED PAVER BRICK PAVER BRICK PAVERORTRAVERTINE POOL DECK 1-5 BAR VERTICALLY POOL DECK 1-{j5 BAR VERTICALLY POOL DECK 1. Detail Is based on NO surcharge behind the Turndown and the Ground away from SUBGRADE AT 5 R CENTER BASE MATERIAL AT 5 R CENTER the Tumdown Is Level(>4 to 1). Turndown may abut Ribbon Foster and be tied A=V to 24° into Footer if Appropriate,with#3 Rebar. `� PROPOSED FINISHED I: B= PAVER SECURED TO TOP z A(4.5'to 187 � GRADE(COMPACTED) ¢ OF TURNDOWN BY PAVER 2. Turndown shall bear on Rock,Clean Sand or Structurally Sound Soils(>1,500 PSF) �+ �GRADE FINISHED INDUSTRY STANDARDS that shall be compacted to provide Optimum Bearing Capacity and prevent Settling i-#5 BAR CONTINUOUS 4 MIN. COMPACTED SUBGRADE PACTEDI) or Shifting. 145 BAR CONRNOUS m SEEPAVER DECK 3. All Reinforcing Steel Is to Conform to ASTM 615,Grade 40. REFER TO NOTE7: 8' — 1 FOR INF RMATIONL -•4"0 CONCRETE PILASTER 4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0"ON CENTER WITH 4 EXISTING' REFER TO NOTE 7: 8°° as NOT SHOWN 2,500 PSI. 1-#3 BAR VERTICALLY •� N� RADE 4"0 CONCRETE PILASTER 3 AT 5'-0°ON CENTER WITH Q EXISTING 5. Al Construction to Conform to Florida Building Code,7th Edition,2020,FBC a 1-#3 BAR VERTICALLY °� Nr rGRADE Building and FBC Residential. -TIT 1_t iT� 6. ....Refer to.Contractors Plan.on file with the.Building Department for Details on -- �- — — - Turndown Location. 7. If the Base of the Turndown does not extend Into the Old(Existing)Ground,a 4"0 CONCRETE DECK TURNDOWN ALTERNATE PAVER ON TURNDOWN Pilaster will be required every 5'-0"that will be either 2'-0"into the Ground or PAVER DECK TURNDOWN to 6"into the Indigenous Material,Whichever is Deeper. The Pilaster will have a DRAINAGE SWALE� 1-#3 BAR CONTINUOUS #3 Rebar Ued into the$5 Rebar in the base of the Vertical Pour, CONCRETE CONCRETE PROPOSED PROPOSED 145 BAR VERTICALLY POOL DECK POOL DECK FINISHED FlNISHED 8. A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the GRADE GRADE AT 36"ON CENTER Vertical Dimension from the Top of the Concrete Deck to the Old(Existing)Ground '. D w,; ,* reaches 36"for a 6"Turndown,42"for a 12"Turndown,48"for a 18"tumdown, Tf —TiT_ 1TL ?m — TLTTi_ a 1-#5 BAR CONTINUOUS 54"for a 24"Turndown,for more than 20%of the Turndown Length or the DECK Finished Grade Slope exceeds(steeper than)4'Horizontally and 1'Vertically,a I g" I IONS BAR A=6°to 2(4 .° PAVER,TRAVERTINE, Turndown should not he used. CONTINUOUS B= x A(4.5°to 18' OR CONCRETE 9. For a Paver Deck,if the Vertical Dimension from the Top of the Deck to the Old NO FOOTER 8" X 8" FOOTER ,(Existing)Ground reaches 24"for a 6"Turndown,30"for a 12"Turndown,38"for a 18"Turndown,42'for a 24"Turndown,for more than 20%of the Turndownm ACTED BASE Length or the Finished Grade Slops exceeds(steeper than)4'Horizontally and 1' CONCRETE CONCRETE MATERIAL FOR PAVER Vertically,a Turndown shall not be used. PROPOSED POOL DECK PROPOSED POOL DECK OR TRAVERTINE DECK FINISHED1 C_ FINISHED COMPACTED SUBGRADE 10. If a Screen Enclosure is to he installed,the Swimming Pool Contractor must GRADE \ :' ,. GRADE n coordinate Design and Construction of the Turndown Requirements with the Screen TURN UP CURB DETAIL Contractor to Ensure it meets their Requirements. 12' 2-#5 BARS �• - 2-#5 BARS FOOTER NO CONTINUOUS 12' CONTINUOUS TES 1. If a Screen Enclosure is to be Installed,the Swimming Pool Contractor must 8" x 12" FOOTER 12" x 12" FOOTER Coordinate Design and Construction of any required Faster with the Screen BRICK PAVER OR TRAVERTINE BRICK PAVER OR TRAVERTINE Contractor. PROPOSED POOL DECK POOL DECK - - --- --- FlNISHED ----____ _ ___PROPOSED - 2. Footer shall bear on Rock,Sand or Structurally Sound Soils(>1,500 PSF)that GRADE FINISHED - GRADE shall be compacted to provide Optimum Bearing Capacity and prevent Battling or '. to Shifting. T N j.r" 7 1.. PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON THE 3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh • 2-M5 BARS I p^ I 1-#5 BAR EFFECTIVE DATE OF A MAJOR CODE CHANGE. or 6x6-10x10 W.W.Mesh. 12• CONTINUOUS I-=-_-{ CONTINUOUS \\\11tIIll))/U/ OASIS POOLS&SPAS OF THE (3)b3 Rebars is Equivalent to(1)#5 Rebar. _ " �� " �� \\\`�B:SCy�///// SEPT 2 2021 TREASURE 4TH STT.INC. — 12 x 12 TOOTER __8 x_8_- TOOTER_ 4; ••CEN 9A VERO-BEACH FC32900 5• Paver or Travertine deck maybe placed over the top of the tooter or abutting W/ PAVER DECK W/ PAVER DECK SF•';�� (772)226-7196 the side Of the Footer. BRICK PAVEROR TRAVERTINE : NO.32046 ; POOL DECK A' TRAVERTINE OR OPTIONAL EDGE PROPOSED BRICK PAVER TRAVERTINE OR RESTRAINT FlNISHED STATE OF DECK, FOOTER.AND TURNDOWN PROPOSED POOL DECK BRICK PAVER PROPOSED GRADE , �.. AP'• P �� SPECIFICATION SHEET FOR: FlNISHED POOL DECK FINISHED GRADE �m �i/O�'•,�ORIO •' vG�� GRADE _r—ni /// �Ss/ONAL } MLUM_ ,I COMPACTED 12" 2-#5 BARS /yy/////Illlttl111\\\\�` CONCRETE COMPACTED PAVER BASE CONTINUOUS DRAGMIER RESIDENCE SUBGRADE .Skllo Engineering Se ces,Inc. 10527 OAKBRIDGE CT PAVERS ON CONCRETE DECK PAVER DECK WITHOUT FOOTER 8" x 12" FOOTER LarryB.Schneper,PE-FL NO.32048 PORT ST LUCIE FL CONCRETE DECK MAYBE CONSTRUCTED WITH A FOOTER OPTIONAL CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE W/ PAVER DECK 2431 Aloma Ave.,Sle.124 OR WITHOUT A FOOTER ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS NTS Winter Perk,FL 32792 (407)275-1099