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BPP-12-20-2865, 1181 NE 92nd St (2).1 Miami Shores Village Building Department •w 10060 N E 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 306-766-8972 NOTICE TO MI.4MI SHORES BUILDING DEPARTMENT OF EMPLOY�1jrNT AS SPECIAL INSPECTOR LNDER THE FLORIDA BliILDING CODE. Z p 2d, ? !' c;vI- 1::;$ C- I (We) have been retained by _v wo.) ep- to perform special inspector services under th�j,Flori Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the - tS p'i NC `L Z _S�- project on the below listed structure as of ,5" I - ?-0 74 (date). I am a registered architect/professional engineer licensed in the State of Forida. Process Number , •Yf• ~ _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 511 Edition (2014) .'. ""• "";' — Miami Dade County Administrative Code: Article II Section 8-22 Special Inspector for ..:,... `..' ....:. Trusses > 35 ft. long or 6 ft. high — Stesl'rraming and Connections welded or bolted *too* ` . ` ..... — Soil Compaction ...... .... • ..... _ •• •• •YY• fYfYY• Precast Attachments Roofing Applications. Lt. Weight. Insul.Cono. ther Q) l�!v�, • • • • • • • ..Y.Y. Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection" 1. 2 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b% education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education prograrn in civil or structural engineering: graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination: or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Mi mi Shores Building Department Inspector. All mandatory inspections; as required by the Florida Building Code; must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hued by the owner are in addition to the mandatory inspections performed by the department. Further; upon completion of work under each Building Permit, I will submit to the WJ> jp�,pector at the time of the final inspection the completed inspection log form and a sealed slA {�fthat, to the best of my knowledge, belief and professional judgment those pQ3't� �t c• roabove meet the intent of the Florida BuildingCode and are in substanti2ri�,or a 91ans_ v Ila8398 �- Signed andaealed :. o STATE OF Date: _ ✓i r( � w i �,n • �� QRIDA , . 1% `�. ,"biilitt Engineer;'Architect Name Print Address % � �� !� $% *SO City of Miami Shores Building Department Project Name: Beyda Process Number: BPP-12-20-2865 Comm en ents Provide Shoring plans and soil backfill recommendations to comply with section 318.4 of 2017 FBC, Building. Response: See sheet Al for shoring line and detail i� b! 2. Pool equipment should be elevated to meet flood elevation. Response: See sheet P1 for pool equipment slab elevation. (XAWA)t�e)- 3. Proposed location of mechanical equipment is in the required loft setback. Response: See sheet Al and P1 for Pool equipment relocation. (PWttn kc c)- 4. Provide Filter Size Response: See sheet E1 equipment list filter size .� - iris ' 't31 S i�=v It jai s� Miami Shores Village Building Department 10060 NE 2nd Ave. Miami Shores, FL 33138 305-796-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. 1(We) have been repined by CD V% T to perform special inspector services under the F or' a Building Code 16 Edition 1�nd Miami Dade County Administrative Code at the fl$C project on the below listed s�res as of _3 — I 1— 2o7 k (date). I am a registered architectlprofessiona_ I�engineer licensed in the State of Florida. Process Number: JTFP `12 -Zo — zr!Co c — Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for _. Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments Roofing Applications, Lt, Weight. Insul. Conc. Other Pt LC F-�t�tit►�l-�'n rr s Note: Only the marked boxes apply. The following individual(s) employed by this firm or frets authorized representative to perform inspection* 1. 2. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b) education or liccnsure to perform the duties assign by Special Inspector. 'The qualifications shall include liccns ire as a professional engineer or architect: graduation from an engineering education program in civil or structural engi leering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Exam nation; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized perst nnel performing inspection services. (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. / 11 mandatory inspections, as required by the Florida Building Code, must be performed by the Miami :shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed t , epartment. Further, upon completion of work under a tch %sir Building Permit, I will submit `�t4�T�i�W (l VFctor at the time of the final inspection the comp) �ted inspection log form and a s e�d�4A'tvent,iP'What. to the best of my knowledge, belief and professional judgment tho*portipnS%0IPt g 'ect*'Ved above meet the intent of the Florida Bu Iding Code and are in substantiig-ac�wYdaux with a-vd&Splans. U = Engineer/Architec( 44Z—�•Name Signed and Scaled : O ' ,^ �J� F �� ti Print —� Date: _ �' —.�� Z " 1ORIDA _ • 4,�v`�.� Address 7PSW 6) &0 14 -s'r. a "f ��'''r'"• • �'a`'� rNtcrAwc i I* -��f( Ft.-33©tb Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Alex Rodriguez 1181 NE 92 Street Miami, FL 33138 Ron DeSantis Governor Scott A. Rivkees, MD HEALTH L TH State Surgeon General Vision: To be the Healthiest State in the Nation RE: Contingency Letter Application Document No: AP1610851 Centrax Permit Number: 13-SC-2218370 OSTDS Number: 1181 NE 92 St Miami, FL 33138 Lot:22 Block:2 Dear Applicant: January 25, 2021 Subdivision: This will acknowledge receipt of an application dated 01/05/2021 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Reviewed on 01/25/2020. No objection for Swimming Pool and Deck Construction as per your site plan. NO BEDROOM ADDITION. NO FLOW INCREASE. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (786) 315-2417. Sincerely, Iaad>alterelk lziok l3ravo- Isabel Perez, OPS Engineering Specialist II Florida Department of Health www.FloridaHealth.gov in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACE BOOK: FLDepartmentofHealth PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh Professional Land Surveyors 8. uppers WWVY. IBARRALAN DS U RV EYORS. CO M 777 N,W. 72nd AVENUE 3725 DEL PRADO ll . 11, 5, SUITE 3025 SUITE B MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305)262-0400 PH: (239)540-2680 FAX: (305) 262-0401 FAX: (239) 540-2664 ABBREVIATIONS AND MEANINGS LOT - 3 LOT - 4 ac = n.R Lo•.orrlcrER>.ee. V e BLOCK - 2 I � - BLOCK - 2 -DO, AAxe _ ANTIUM ,D. u T -auMINUM SHED. N � N ASPHNT. N z O e:c r..: aowaoxn �Pdr,^vxoRJn F.I.R. 1/2" 60 W.F. EN.. LL.14 NNE P N89°22 45"W 75.00' a°s:e=nx;lilw �i:DAx fPN U.P. IN W.F. 9 ce wnAA"D �C.LF. 1 0. CL e.-e�roRDe nuN.. O lD - el^•enAlN urvl Fexce. Cn coe - CANK MnlxrExAetiE [ASfMENiS ue.-coxeReTe C.L.F. _ �pCF. �q N [DNc ETEsue. T N N v . xgAlt.A5naM5 O h or..seT"A A5 C4 rvaNSFORMeR vAD ELL � "Z_ . FOL. rrDu. h w Dw1aa� HIT rc�O "- INs'r.ANce 0 p GarxclNA.Ia,u ME G•. C.. N NTRO .'ACNE 0 R LCe eG GF55 D-IT"Nr. L.1 L d wvx L BD6 .t OWLS _ "TION. Mwrt usEMENl. - w'�.AwRm wsAace. va pC. f. Axe SB.rtNiS M1 • MON "AENT;"E IAI - Nor. AA, or- NAnoNu GE01111 vexrlrx DAnm. o ' F` oe5F.oiP a.f BENN, 1-11 PONTNDLDRV. PCC. �POINTCFACOM� NNENr- S=rowTUJOA OFBREE`T.N,� MT c vRvi s: ou OTEw .oR-M •ROE. CORID[�QFFRtt LORxfR Rm' • P.IDHT. POIT. pNT R.P- RADIUS . sec: k E1�x. 55T.- 9i1pC+. P:`�,�R`��PLB..T� si. - scr..RxeD Foecw s gxum� Te-'Att�eam i llEAEn i u.e = reenxoeoGY unun easeMeur TswFE s GNa.®GR �51GNnI Pat TO -IF 1 11- F- uTlun-o,t. vV vNfR-11 : roDD RxcE. e.- WooD Roof WCLOD TEN EIT -I- WE W0005n[0. W IT -CC " "U"""P LEGEND * - 4NGL•. OVERHEAD UTILITY LINES ------------- = CONCRETE BLOCK WALL)� =CHAIN LINK FENCE -$$B- = IRON FENCE ---------y--- = WOOD FENCE = BUILDING SETBACK LINE = UTILITY EASEMENT ITN Illy = LIMITED ACCESS RAN (_ ( = NON -VEHICULAR ACCESS RM • 0.00 =EXISTINGELEVATIONS 0.30' CL. LOT - 23 BLOCK - 2 355.31' P.C. F.I.R. 1/2" .I.0 5/3" NO CAP NO CAP "f9 h' ...... 31N aV.....'..'.....-'��...'.'..'.'.'.'.'...'.'.'...'.'.'x UNDER•GONSTRUCTION • • . .6Q O1 ..................................'. MAP OF BOUNDARY SURVEY 1181 NE 92ND 5TREET MIAMI 5HORE5. FLORIDA 33136 GRAPHIC SCALE LOT-5 -20 0 10 20 BLOCK - 2 E rF.LR. 1/2" (IN FEET) NO CAP 1INCH = 20 FEET 1.5'CI- r,!L5 C.L.F. BAD CONDITION ry0. .... 5- C. LyF Ln 13.95' 10.15' 43:70 w , ONE STORY RE5. # I 18 1 Nl LOT - 22 n BLOCK-2 V F.F.E.= 7.05 10 25 ,.11.63 C.O.D u>- 6 �( 3 O - C.O. oy3 �... ... W.M. ... ... z F.N.D. - 19' A5PHALT NO ID. PVMT. .f5:30 N89°22 45"W 75.00' 15.5' PWY SEi NA/L IN PL. 0 LOT - 21 'LA5TIC BLOCK - 2 FENCE A/C oC ELEV.=7 F.I.R. 5/3' NO CAP N,_.. , T B.O.B. N89°22'45-W 0.1 RZ1 50' TOTAL RIGHT-OF-WAY hry9 OA .00 y V CERTIFICATION: ANDREW BEYDA LEGAL DESCRIPTION: LOT 2, BLOCK 2, BAY LURE SUBDIVISION, ACCORDING TO THE PLAT THEREOF. A5 RECORDED IN PLAT BOOK 44, PAGE G3, OF THE PUBLIC RECORD5 OF MIAMI-DACE COUNTY, FLORIDA, 0 LOCATION SKETCH SCALE -N.T.S. LEGAL NOTES TO ACCOMPANY SKETCH OF SUR1Y + + • TIER! MAY Sf EASEMENTS RECORDED IN Tnf.UBHL ZFC .D5 NO- SHO-c� 5 SURVEY. • TBF PURE-CEE OF THIS SURVEY 5 FOR USE Ik♦@TAINIRANCE MD FINANCING AND S ATION5 T HE AMTROR OF TITLE WILL HAVE TO M. • • • • • EXAMINATIONS CF THE A95TRACT OF 1171E WILL HAVE TO BY MADE i0 DETERMI♦ • • RECORDED iNSTWM[MS. IF ANY. APFeCTING♦tf♦"T♦• • •• • 11155URV1 IS 5VBJECT TO DEDICATIONS. UMITATIONE.• TRICFON5, RESERVATIONS OR EASEMENT5 OF RECORD. • �• LEGAL DPRR•1•• 51 5URVEY MEANS A DRAWING AND/ OR A GRAPHIC UFM5ENTATIOI�OP ME SUR4yEY WORA PERFORMED IN THE FIELD. COULD BE DRAWN ATR AI�CALE ANOIOR N TO SCALLEE: TIE WALLS OR FFNCE5 MAY BE EXAGGERATED FOR CLAREFY!RJRPOS[5. • • • • • • • • EASEMENT5 A5 SHOWN ARE PER FLAT BWT JNLs5"0&D OMER IH • . ARCTERM 55NA-A VERIFY'MFNES V51&E N:p ABOVE GRWNO ENCROAJ-ANOW .ARCHITECTS 1-VEwl`20NING REGULANO��E'♦V�i SETBALls AN♦W1LL 9E • R`0T FITA 5 FOR OU CTING O• li . • • ♦ • . PLOT RAMS FOR DORRFLE COwJATION F aV f lUTHORI2ATIDM D THE PROPER AJ'nORITIE NO NEWCONSTRUCTION. • UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED 10 LOCATE FOOTING AND/OR FOJNDAT DNS. • • ♦ • • • • • FENCE OW4EP5HRP NOT DETERMINED. ♦ • • . THI5 PLAN OF SDRVFY, MAI BEEN PREPARED F*. THE ERCLU5V*JSE OF THE ENWO • NAMED HEREON, ME CERT" ATE • • • • DOES NCT ECIEND ro AN" UNNNMED PAR1Y • • • • • FLOOD ZONE INFORMATION: • • • ME NFlP0.0m MAPS HnvEDESrGNAiED RIEHEREINCESCPoBEDIANO i0HE9NAlED• • EFI FLOOD ECNE: • • • • &15EFLOOD EtEVApCn: COMMUNITY: sANFl, inn MiEOFHRM OLY VBR1109 E SIIBJEClH.1NBtTY00E5 {JEMA9fG4l ROroMlAIAMF SURVEYOR'S NOTES: 1. If 5HOWN. BEAPJNGS ARE REFERRED TO AN A55UMEO M[wOVA. BY 5ND FLAT IN THE DFSCRiPTION OF THE PROPERTY. IF NOT, SEAPING5 ARC THEN REFERRED 0 COUNTY. TOWN5NIP MAE5. 2. ME Q05URE IN THE BOUNDARY 5URVEY 15 ABOVE 1:7500 FT- 3. CERTIFICATF OF A'JTnORZATION IS Y 7806, 4.ALL EIEVA?ION55HOWN ARE REFERRED TO NATIONAI GEODETIC VE�, CAL DATUM OF 1925 MIAMI DADE COUNTY BENCH WARR P L 21OCATOR NO 3251 5®NE 84 5T 200+- 5OMN OF CAt4E 10 AVE - 20+- EA5T OF M ELEVATION 15 G.99 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: MI5.80UNDARY SURVEY OF THE PROFf..RTY DESCwBFD HEREON. MAS RECENTLY BEEN. SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPUE5'MTN ME 5TANDARD5 OF PRACTICE A5 5ET FORTH BY THE FLORIDA 50ARD OF FROF:551ONAL LAND 5URVEYOR5 IN CHAPTER 51-17. FLOwDA ADMINISTRATIVE CODE FUUR5UANT TOJL 472,027, FLORIDA 5TATUTE5. BY: \,��) 0810412020 JOHN ISARRA (DATE of Fl FDR ) PROFESSIOlLAND SURVCYDR NO.. 5204 STAT[OF FLORIDA (NOT VALID ATTHOLT TIE SIGNATURE AND THE ORIGINAL RA15ED 5EAL OF A FLORIDA 0CEN5ED 5URVFY'OR AND MAPPER). UVI5ED ON REVISED ON: DRAWN BY.CA FIELD DATE: 0810412020 SURVEY NO: 17-002556-3 SHEET: 1 1 OF 1 o�N (BARS � r�2'(IFICq R,9 , CR L A NO.5204 �O} 5TATE OF R` V s�0 :FcoGlol^ 5 tiq L LAB L.B.# 7806 SEAL Edward A. LANDERS, P.E. INDEX W4 ARCHITECTURAL CONSULTING ENGINEERS X 11 MTE PLAN 1s LW u.x nLNr.FWRL LAn Nnm� A-2 POOL LAYOUT 1®F w DEMWTION PLAN Tel. (305) 823-3938 Fax (305) 823-9355 STRUCTURAL ,�- '�` 11 SECTIONS B DETAILS X 12 FILING PLAN Y 5 NOTES v X X ELECTRICAL .y '�'- E-1 ELECTNI DETAILS X X X v PLUMBING 4" X r v P-1 PLLMMNG PIAWDETAILS X X X X v X A —A •••• X 4 r In O X • • •••• X • • • X v '.•...• •• • ••. FEN A S X X v .. •.•• • PER'Y X TR INFOWUTLI7H caTANFD w 1HS 9h PLAN • • • . • • • • • • ,Y X ,Y LNf3 WAS TAN. fR(AI. AHD RREDTS THE • • • • • • gIBA .% EA4L M BURDIMS AND PROPERTY X RIi•9RYR �Q� ON THE A11MY TUT • • • • • • •OBN• • • X • 10'-4 • • • • v X FENCE BY POOL P A SEPARATE SPECIFICATIONS • • • • • • • X X PERMIT X • • • • • POOL PANEL ' FINISHES • • • • • • •• • (NEMA 3R) r ' • • • 000 1 COPING DECK TYPE NA • • • • • • X X X J//TILE DECK SO.FT NA : • • • • • P. L INTERIOR FINISH DUMONDBRITE X X X X v X X Xv v POOL DATA PERMIT X X v VOLUME: 14,212 GALLONS SET X X X SURFACE AREA: 475 SQUARE FEET v X PERIMETER: 87 LINEAR FEET �.L ,r RECIRC. RATE / S.F. FILTER AREA: .300 MAX.GPM OV.c INFO: -r MA&FLOW 40 GPM DRAVAN BY: S. TAYLOR -r X DATE: 12-16.2D .Y TURNOVER RATE: 6.00 HOURS X X X X •ALL X X X X v �mRl �[EAf ,y. X TW PNNFCf NlAWv I �� �Ii n OILY NO !WL NOT 8F VIID it X X X X 1�®Aem HOUSE FDDTE X X X 2"N4'a • 3'-0' o/ Mem m FORM X X X X X APPROVED BY DATE rX:EQUIPMENT RELOC. D2/2S'21 X SHORING LINE 02/2N21 rX X X m X SHORING DETAIL DV30'21 ,y- T' PLYWOOD EOOLFILTTELEV. 0N3D21 EXCAVATION LEVEL POOL FILTER SIZE 0511&21 TO BE P M GW NG NOTE OSIi9'21 q- v PRIOR TO EXCAVATION. SHET:T RUNG WY BE X SUBSRTUDED IF DESIRED THE POO X v v Y v v v AUTIONS TO ROTECTLDOSRNG CONTRASTRUCTURES TOR SHALL TTROIA FAILUREAKE ALL BY SHORING, OR OTHER METHODS AS REQUIRED. X X X X SHORING DETAIL v X X X 1'- X 3 v X X Yv. Z 00 v X L c) W WM VD -, Shoring c"" Reccommedations: W Trench b ckfill material shall be placed in layers not LL- exceedin eight inches (8") in depth before compaction at r timum moisture content. Trench backfill shall be Q W compact d to a relative compaction of not less than ninety X of 0%), as determined by ASTM Designation: D N X 1557. The top six inches (6") below the subgrade shall be rn v compacted to a relative compaction of ninety-five percent ' ' I W � y X X Landers 00 w-- 2021.05.19 R- GATE)"JI *' -*- i.= GAT �TATWW, 11:53:38 n _1 PARTIAL SITE PLAN-04T001 /-� SCALE: 1/8' =1'-0' SHEET NUMBER X /_1� BY � s n X X 1 X _FENCE X A SEPARATE 1O'-3" X X X PERMIT ,Y X X X X ,r 24'-7" 31'-1" X 19' v -•- � 4 0 X POOL in ® J 3'-0" TO 6'-D" DEEP X X Z X OD BY � Z L° Z n Z X RATE' X v X I � SORT GL E io I � POOL 5 MP FLTER ADDITION (UNDER SEPARATE PERM T) EQUIP. PAD ELEV 7.62 NGVD K6( NOTE: 4 NO GLAZED OPENINGS WITHIN 5 FT OF POOL X X X X X X IDENCE X Y X X , X v NOTE: FENCE TO HAVE GATE W/ SELF—CLOSING/SELF—LATCHING COMPLYING W/ SECTIONS R4500.17.1.1 THROUGH R4401.17.1.14 FBC 2017 i Edward A. LANDERS, P.E. INDEX 9 ARCHITECTURAL CONSULTING ENGINEERS �- 11 SITE PLAN Iee.wneecF> uNaRmL k "Y �, ,�.. A-2 POOL LAYOUT OI DEMOLITION PLAN Tel. 305 823-3938 STRUCTURAL Fax 305 823-9355 P. ,�- -Y St SECTIONS 80ETAIL5 i S2 PILING PIAN ,j,. 53 NOTES -r �- ELECTRICAL .y �' E-1 ELECTRICAL DETAILS -a- k PLUMBING Pt PLUMBING PLANIDETAILS x -r x r / A —A i y- r x FEN x Edward A A S PERTO INFOR 90N CWTAINED ON 1 1 SITE RAH Landers r � �' S 2021.03.11 1110m1A110N CUIrARED aN 1HE Sumo 1HAr �' k 11ff OWVLR �Dv10ED. 1o'x4 08:51:41-OS'00' k FENCE BY POOL P A SEPARATE SPECIFICATIONS XIlk PERMIT �� FINISHES POOL PANEL (NEMA 3R) x COPING NA DECK TYPE TILE 6� DECKSQ.FT NA P.LJJJ INTERIOR FINISH OIAMONOBRITE k k X POOL DATA PERMIT VOLUME: 14.212 GALLONS S E T NP-- SRFACE AREA. 475 SOUAREFEET PERIMETER: 87 LINEAR FEET L RECIRC. RATE / S.F. FILTER AREA: 300 MAX.GPM DAG INFO: MAX.FLOW 40 GPM DRAWN BY. S. TAYLOR DATE: 12-18.20 TURNOVERRATE: B.DO HOURS '� O W2BL r IgTE VYD Q� i M AxY ORFR PURP64 and LIX1311W LET. ORIIRAOIV.9�91I11 .y HOUSE F W10Y Au ONpoptO ND suu Nor FORM OF �LOIIOONIm ila0t m k x -Y APPROVED BY DATE '� -Y -r EpUIPMENT RELOC. DL2e21 -Y SHORING UNE D 2N21 Y MypE ,�- ED SHORING DETAIL 02R6'21 k ,r TO PLYWOOD -i- -N- -Y E VVATTION LEVEL TO BE PVGED .�- PRIOR TO EXCAVATIDN. SHEET PIUND MAY BE q- SUBSIRUDED IF DESIRED q k • • • • STRUCTURES ... J ... THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO • ' • •• • • • �- OROTECT OTH ROMETHODS STING S REOUIRE� OM FAILURE BY SHORING, • •� ,r -r X •••••• •• ••• SHORING DETAIL • -Y -r • ouj X � •••• bw x • Z �' rnp I' I wfn v + W Z— Y X GATE GATE PARTIAL SITE PLAN A- 1 SCALE: 1/8" =1'-0' SHEET NUMBER 4 FENCE BY "- � .� A SEPARATE .� ->-PERMIT .� 4 0 -r POOL ® b J W 3'-0' TO 5'-D' DEEP - iv o N -v 1- m � BY-�- R k Al � S ORI G E a N � I OOL FILTER P ADDITION - (UNDER SEPARATE PERMIT) X k K X X RESIDENCE N k M X X k K Y NOTE: FENCE TO HAVE GATE W/ SELF-CLOSING/SELF-LATCHING COMPLYING W/ SECTIONS R4500.17.1.1 THROUGH R4401.17.1.14 FBC 2017 I X x X x X x X X 4 FENCE BY X x P.L } X xx x X x X x X x x X X X X x } X} x x X X X x r x X xX A SEPARATE X x X X x} x r X X X } 10r_3rr X PERMIT X y s'-lorr x X x X X X x 24r_7" 31r_1rr 19r_4rr x x x x } } X x x � ® 1 r_Drr 11r_Orr 'F 4 D X X x x ,a- X x X x 0 POOL 'I } A -A X 3: _ T-0" TO 6' 0" DEEP -1 x X V) ® O LU 'r o Y } X �i X (D �FENC BY � A SE RATE' x X X X PERMI X x x x X fD X X } � X X x } X x FENCE BY X x ADDITION A SEPARATE POOL PANEL (UNDER SEPARATE PERMIT) PERMIT XX r (NENA 3R) Ld x X PpOL FL X X X x X x POOL PUMP B x P.L x X x 7r_1rr } x X RESIDENCE x Xx x X x 'LX x x X x x x } X x X X x x X } X X x X x X X x x x x X X x x x X Y X x ,r X x X } x X X x x X x x x x x x ,r x x X x ffm X K x x X x x X X } x X x x x X x x } X x x x "- x X X x X X x x X X X X X X x X } x x X X x } x X x NOTE: X FENCE TO HAVE GATE W/ X SELF—CLOSING/SELF—LATCHING ^ COMPLYING W/ SECTIONS X x R4500.17.1.1 THROUGH �� R4401.17.1.14 FBC 2017 101 PARTIAL SITE PLAN SCALE: 1/4" =1'-0" GA Edward A. LANDERS, P.E. INDEX ARCHITECTURAL AI PARTIAL SITE PIAN CONSULTING ENGINEERS NI NIM na{Tvrtv •In I»D0.afM 1® Tel. 305 823-3938 STRUCTURAL SI 5ECTI0NS DETAILS Fax 305 823-9355 S2 PILING PLAN 53 NOTES ELECTRICAL E-1 ELECTRICAL DETAILS PLUMBING P., RLD NGFV.ILDETNLS Edward A Landers 2020.11.13 11:57:17-05'00' POOL DATA VOLUME: 11,040 GALLONS SURFACE AREA: 372 SQUARE FEET PERIMETER: 86'_2" LINEAR FEET RECIRC. RATE / S.F. FILTER AREA: .300 MAX.GPM MAX.FLOW 30 GPM TURNOVER RATE: 6.00 HOURS SPECIFICATIONS FINISHES {ING TRAVERTINE OECKTYPE TRAVERTIN • • LE 6' OECK11.FT 058 • • • { INTERIORAA FINISH DIAMONDBRITE • • • • {P E•RMI T { : 'SET .. . TE ACIM EAZD L1IS= (1N TIIS SITE PLAN • SEIBAca. EASOENIS, eunnD,s ANo RIpPFRIY • • • • • • AS OBTANBI maN. AID RFSlECR 111E • AT�W�� QI TIE SURVEY TUT • • • • INFO: • • •••••• • . ! IID MAVIIO 1101/L TF.E quYlAi ME >0FyupYD• �RNP� XT E-- I� n (�� • • • • • tlLYlO1tS11®l01 . 1 L J ®� _,CiL� w� • • � �InRRIAT.]ITNf WI® ��.: \ , .......__.�,. SST/'l..r�r��,.�r--/f..._...,.�. • _ �'A;;: �I�,S WD �IN.�,Nt �umir°�iv°waimH01F'To - r- • •: aMD+aVgL • • • APP DrtE t�S, y DATE 7 I `'3 I fii It'l v aIM TRWI'TURAL ELECTRICAL P2',M.s 1, "! ?lG FA, W~ w w QW ) Z N B" WATER L SWIMMING POOL SECTION —A —A TRANSVERSE SWIMMING POOL SECTION—B—B SCNE: i/Y-1'-0• NAYWARD S• LARCE p1TEf MtNN Tkh IAPMO lls(ad VOB Cor 3 MAXIMUM YNN DRAIN PLOOR MAIN DRAIN GPM'S • (PPF 6 9bD 10 YAI6 TUT TE Pi( a r w iLOY wmiY oOFs Nor ucEID a HE Pq gyp P95, 50: PPNO pAIANI i0R SIES) a• Bzs 2Y •.ss ♦• 2TY.W MNN ORNNS-(OMTES COMPl W/MS/ASME AlIZID.BM) 3' pA RY—TATC RELIEF NOTE TIE O 1115 CAN BE PUOFD N THE SIN WALL vuvE MAIN DRAIN DETAILS RLE ANT IELF 1 [NRN NET -R DETAIL =.''tJ � Ar-pj-,C)V, 1 C PER ANSIINSPI-2003 6.2.2: ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHICH MAY VARY IN HEIGHT, BUT SHALL NOT EXCEED 12". �C Ir M P) .nni P) x for TIE. umi 0 iax me uu xzgx Xv POOL SIB ENTRANCE STEPS DETAIL STONE PAYER 1• SWO— &B-111I COMPACTED B — PAVER DETAIL NTS Edward A. LANDERS, P.E. CO.NplNSULTING ENGINEERS ,.onec Nnxo NNP usansnN Edward A I Landers 2021.03.11 08:51:05 -05'00 a^' r cl #f b c•ti As.. t.. City tA. 9 .} A PERMIT s + 6" VARIES-- 5" 24, �j3 @9" o/c E.W. 10"' 2"x6" DARK CER B/N TILES #3 @9" o/c E. 2"x6" DARK CER B/N TILES SYWOUT SEAT NO REINF. REO'D NUNSHELF DETAIL S NWIMOUT DETAIL 0= � xpfer •lT�Twp WnM ni! m M uFAf oriv wm wu xor a u•a a IPIAtR M • • • •cf) ov W cM ZON W (n Z C 00 Q OPTIONAL BOND BM.W 2 jj3 CON J FENCE BY P.Ls-0 ea 84' 8'4' 3'-0• A SEPARATE PERMIT FENC BY A SE RATE' I? § PERMI POOL PANEL (NEMA 3R) POOL RLTER POOL PUMP FENCE BY—// A SEPARATE PERMIT PJ Ld o RESIDENCE SEE PLAN BEND 36' INTO BOTT HELICAL PIER DETAILS PITCH THIS IS NOT A CANTILEVER DESIGN DO NOT TIE DECKS INTO POOL HELIX MUST BE FORMED BY MATCHING METAL DIE (SIDE VIEW) 06" o/c HORIZONTAL CHANCE 09" o/c VERTICAL HELICAL ----�-�-- RS2875.203 MULTI -HELIX LEADS AND HELICAL EXTENSIONS 09"o/c EW W/2" MIN. COVER TOP 1 09"o/c EW W/3" COVER BOTT 3" COVER --`HELICA� 3" PENITRATION PILING TYPICAL SECTION THROUGH PILING POOL SLUE 1/2' - 1'-0' PILING PLAN SCALE: 1/4" -1' O 10"x 1 O"x 3/ 4" STEEL CAP PLATE WELDED TO STEEL SHAFT O STEEL SHAFT �k10 kk ��1 1/2" SOLID b� VALV STEEL SHAFT 3/4" THICK GALV. STEEL PLATE SIDE VIEW OF HELICAL FORM SCALE: NTS LEAD SECTIONS CAT, Na 'A' '9' -C' I 'D' C2794507 76' 10, 12' 1 14' to- C2784511 76' 14' C2784505 57' 10, 12, 27' C2764514 57' B. 10' 12' S' C27845D6 76' 10' 12' 46' C2784503 57' 12' C2784504 57' lo- C2784515 118' 14' C2784512 57' 8' 10, 33' C2784509 76' 12' C27B1n 76' 8' lo' 52' 1/EL ICAL EXTENSIONS CAT. N2. -9 'B' 'E' C2784501 1 63' 14' 20' DIA, TORQUE STRENGTH RATING-5,500 FT —LB ULTIMATE CAPACITY* (TENSION/COMPRESSION) 49 KIP LEN TH14 *BASED ON TORQUE FACTOR OF (Kt)=9 LEAD SECTION TYPICAL PIER ASSEMBL Y HH B D�pA PLAIN EXTENSION DI• DIA DIA /,• Y o oll o of O O �AWY� ��AIBUUII�� UU 3. 25' PILOT ELIDED TO STEEL SHAFT HOT DRGE EXPANDED EXTENSION WITH HELIX INTEGRAL COUPLING SINGLE HELIX TWIN HELIX TRIPLE HELIX LEAD SECTION LEAD SECTION LEAD SECTION IIF S'287,5, 203 MUL TT -HEL IX L EADS 2-7/8' O.D. SCH. 40 (20f N'Pl}) 1.5' OLES To ACCEPT 3/4' DW BOLTS COUPLING BOLT HOLE DETAIL EXTENSIONS Vy� €� R0 rL U STRUCTURAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORD WITH THE FLORIDA BUILDING CODE. 2. GUNITE OR SHOTCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF V3,000 PSI. 3. ALL REINFORCING STEEL SHALL COMPLY WITH A.S.T.M. A615 GRADE 60 WITH A MINIMUM YIELD STRESS OF FY-60 KSI. ALL SPLICES AND LAPS SHALL BE PER ACI 318-89. 4. SEE SEPARATE DRAWING(e) FOR POOL. POOL DECK LAYOUT, PIPING AND MECHANICAL SPECIFlCADOm 5. N/A 6. POOL TO BE AT LEAST PARTIALLY FILLED W/WATER AT ALL TIMES IN EXCESS OF 48 HOURS OF BEING DRY. 7, ALL HELICAL PIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACURER SPECIFICATION FOR HELIX PIER. 1. HOT DIP GALVANIZED PER A�/ 1 3-(LATEST REVISION) '. LEAD AND EXTENSION SECTION LENGTHS AND HELIX SPACINGS ARE NOMINAL, 3. NOMINAL SPACING BETWEEN HELIX PLATES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX. C HELIX MATERIAL LOW CARBON STEEL MEETING THE GENERAL REQUIREMENTS OF AISI, OR ASTM A572, A656, OR A1018l 3/8' THICK. 3. PIPE SHAFT MATERIAL 2.5' NOMINAL, SCHEDULE 40 WALL THICKNESS PER ASTM A500 GRADE B/C, MINIMUM YIELD STRENGTH OF PIPE SHAFT IS 50 KSI. 6, MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING PROCESSES. 7, ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1. 1, 8, FOR PLAIN EXTENSIONS REFER TO DRAWING SA278-4500. Edward A. LANDERS, P.E. CONSULTING ENGINEERS .oN.x..�.a .Fm=--N— Tel. (305) 823-3938 Fax (305) 823-9355 it Edward A Landers 2021.03.11 08:50:25-05'00' PERMIT SET DWG INFO: omu QlY IlC 91WL NOT - �� x�nNui Txe m� wiiFN LC1191i. WMm/.c1a091�w1 aww oR xmi+9E oom a ,vir mmrMm nem ro •••• • • • ���TTT • 04jn FrM W M •• �Wy y • r p W ••••� zO • N W W(n ci z- Z co CQ r G 6" WATER L SWIMMING POOL SECTION —A —A scut: 1/2'-1'-0' srr,le 1/z'-1'-0' NA-. Y IMCE WDff DRNN WNA IAP90 L VOB I, FUN 3 % UM WUN ORN F ODR � W RA1E . 1. (All MAINGRAIN—S • (RPE 6 9iFD TO IN9AK T1AT TE e S W FLOW V¢DD1Y BOFS NOT ENCD]l e � f411 EEO FPS 9E PPMO gAORAN AA 90S) Y e25 2W eB.W -mm s• 2n. De YAW DRNNS-(IRATES CONPIlES W/A /MME A1121B.M) 3R z DIA. HYDROSTATIC RELIEF NOTE THE DRNNS CAN BE PLR® IN THE S•E WALL VA VE MAIN DRAIN DETAILS Edward A. LANDERS, P.E. CONSULTING ENGINEERS PER ANSI/NSPI-20036.2.2: "�1MM'Mow —B— ALL RISERS AT THE CENTERLINE SHALL HAVE Tel. 305)) 823-3938 A MAX. UNIFORM HEIGHT OF 12", EXCEPT THE Fax �305) 823-9355 TOP OR BOTTOM RISER, WHICH MAY VARY IN HEIGHT, BUT SHALL NOT EXCEED 12". 12 M� (ELF lm TVGp �INi J Edward A Landers 2020.12.07 PDOL SLAB 10:52:45-05'00' ENTRANCE STEPS DETAIL SKIMMER DETAIL Fan 5" 24 2"x6" DARK CER B/N TILES SVAMOUT SEAT NO REINF. REO'D SWIMOUT DETAIL NTs STONE PAVER-\ I' SAND — SUB -Mg CDIIPACIED �L--- PAVER DETAIL Nls • • • • • • '••'': :•P(E['I1RMIT"' 'I\�T ..•••• 0 ••. • 6ii DAIS INFO: • • • • •••••• • • • • • • • • 004 • • 1 • • • • r�naln To ni mR- •••••• ��xm We— oA • • • • • • APi•C•E•� O�TE J 1 Zco M 6" VARIES— w W M #3 09" o/c E.W. 10" 2"x6" DARK CER B/N TILES Q W � #3 @9" o/c E. cf) 0W 0 O SUNSHELE DETAIL I I' uj NTS W z — co Q S AI FENCE BY P.LJ T-OF 8'4" 8'-0 SA" T'O" A SEPARATE PERMIT FENC BY A SE RATE' 9 4 4 PERMI w POOL PANEL (NEMA 3R) POOL FILTER POOL PUMP FENCE BY A SEPARATE PERMIT P.L B RESIDENCE PILING PLAN SCALE: 1/4" =1 -O" HELICAL PIER DETAILS " PITCH THIS IS NOT A CANTILEVER DESIGN O DO NOT TIE DECKS INTO POOL HELIX MUST BE FORMED BY MATCHING METAL DIE 10"X 13/ 4" (SIDE vIEY) STEEL CAP P PLATE #3 06" o/c HORIZONTAL WELDED TO STEEL SHAFT OPTIONAL #3 09" o/c VERTICAL HELICAL BOND BM.Wrjr 2 #3 CON RS2875.203 MULTI -HELIX STEEL SHAFT LEADS AND HELICAL EXTENSIONS SEE PLAN I #4 09"o/c EW W/2" MIN. COVER TOP #4 09"o/c EW W/3" COVER BOTT 1 � 1\/�j'/ �1 1/2" SOLID VALV STEEL SHAFT b BEND 36" \ ` 3"COVER jZn 3THICK GALV. STEETEE L PLATE INTO BOTT \HELICAL-- 3" PENITRATION PILING SIDE VIEW OF HELICAL FORM LEAD SECTIONS CAT. NO. 'A' '6' 'C' 'D' F' C2784507 76' 10' 12' 14' 10' C2784511 76' 14' C2784505 57' 10' 12' 27' C2784514 57' S. 30' 12, 5' C2784506 76' 10' 12' 46' C2784503 57' 12' C2794504 57' 10' C2784515 118' 14' C2784512 57' 8' 10' 33' C2784502 76' 12' L2784S 13 76' 8' 10' 52' HEL ICAL EXTENSIONS CAT. A� -A- 9- E' C2784501 63' 14' 20' �� SGLE: Nis SEE PLAN FOR LENGTHS TYPICAL SECTION THROUGH PILING POOL SCALE 1/2• — V-0" ' D' DIA RS2875 203 /N/!JL TI —HEL IX L EAD S' q TORQUE STRENGTH RATING-5,500 FT —LB LENGTH ULTIMATE CAPACITY* (TENSION/COMPRESSION) 49 KIP 4 *BASED ON TORQUE FACTOR OF (Kt)=9 P , LEAD SECTION TYPICAL PIER ASSEMBL Y B g DFIA PLAIN EXTENSION DIA DIA ➢�� o oll O O ���---IIIIIIUUU'iTT--�" LDED TO STEEL SHAFT 3. 25' PILOT HOT DRGE EXPANDE➢ EXTENSION WITH HELIX INTEGRAL COUPLING SINGLE HELIX TWIN HELIX TRIPLE HELIX LEAD SECTION LEAD SECTION LEAD SECTION 2-7/8" O.D. SCH. 40 (.20n) 1.5" I I OLES TO ACCEPT 3/4" DIA BOLTS COUPLING BOLT SINGLE HELIX EXTENSIONS STRUCTURAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORD WITH THE FLORIDA BUILDING CODE 2. GUNITE OR SHOTCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF f'e= 3,000 PSI. 3. ALL REINFORCING STEEL SHALL COMPLY WITH A.S.T.M. A615 OWE 60 WITH A MINIMUM YIELD STRESS OF FY-60 KSI. ALL SPUCES AND LAPS SHALL BE PER ACI 318-89. 4. SEE SEPARATE DRAWING(e) FOR POOL POOL DECK LAYOUT, PIPING AND MECHANICAL SPECIFICATIONS. 5. N/A 6. POOL TO BE AT LEAST PARTIALLY FILLED W/WATER AT ALL TIMES IN EXCESS OF 48 HOURS OF BEING DRY. 7. ALL HELICAL PIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACURER SPECIFICATION FOR HELIX PIER. —NOTES- -, HOT DIP GALVANIZED PER ASTM 153-(LATEST REVISION) 1. LEAD AND EXTENSION SECTION LENGTHS AND HELIX SPACINGS ARE NOMINAL, 3. NOMINAL SPACING BETWEEN HELIX PLATES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX. 1. HELIX MATERIAL LOW CARBON STEEL MEETING THE GENERAL REQUIREMENTS OF AISI, OR ASTM A572, A656, OR AIO1Bl 3/8' THICK. 5. PIPE SHAFT MATERIAL 2.5' NOMINAL, SCHEDULE 40 WALL THICKNESS PER ASTM A500 GRADE B/C, MINIMUM YIELD STRENGTH OF PIPE SHAFT IS 50 KS I, 6. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING PROCESSES. 7, ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1, 1. B. FOR PLAIN EXTENSIONS REFER TO DRAWING SA278-4500. Edward A. W4LANDERS, P.E. CONSULTING ENGINEERS ,.,.w.l,.��o yam. s� Tel. (305) 823-3938 Fax (305) 823-9355 Edward A Landers 2020.12.08 15:35:55-05'00' :000% :.PERMIT" • '6ET 000 d LU Z RESIDENTIAL POOL NOTES GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FBC -PLUMBING -BUILDING -RESIDENTIAL. 2. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED BY THE POOL CONTRACTOR AND THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. ANY CHANGES OR DEVIATIONS FROM THE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. 3. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. INSTALL ALL EQUIPMENT PER MANUFACTURERS INSTRUCTIONS. 5. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OF OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS ALL CODE REQUIREMENTS. 6. THE POOL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING EXCAVATION TO PROTECT EXISTING STRUCTURES. PROVIDE TEMPORARY BARRIERS AROUND SITE PRIOR TO EXCAVATION. 7. THE POOL CONTRACTOR SHALL TAKE ADEQUATE CARE TO PROVIDE WEEP HOLES AND DE -WATERING PUMP(S) AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL UPLIFTING DUE TO HYDROSTATIC PRESSURE WHEN THE POOL IS EMPTY. DO NOT EMPTY A POOL WITHOUT FIRST OBTAINING A PERMIT. 8. ALL EXISTING AND NEW HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS. 9. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. 10. MAKE-UP WATER MUST BE FROM AN APPROVED POTABLE SOURCE AND INTRODUCED INTO THE POOL THROUGH AN AIR SPACE. DO NOT ADD WATER THROUGH A BLACK RUBBER HOSE (IT WILL MARK THE PLASTER). 11. NO FIELD SUPERVISION OR INSPECTIONS WILL BE MADE BY THE ENGINEER UNLESS SPECIFICALLY CONTRACTED FOR SEPARATELY. 12. PRIOR TO FILLING THE POOL, A 48" MINIMUM HIGH FENCE SHALL BE CONTINUOUS AROUND THE PERIMETER OF THE POOL AREA THAT IS NOT OTHERWISE BLOCKED OR OBSTRUCTED BY ADJACENT BUILDINGS OR STRUCTURES AND SHALL ADJOIN WITH ITSELF OR ABUT TO THE ADJACENT MEMBERS. ACCESS THROUGH THE BARRIER OTHER THAN FROM DOOR EXITS OF ADJACENT BUILDING(S) SHALL BE THROUGH SELF -CLOSING SELF -LATCHING LOCKABLE GATES OF 48" MINIMUM HEIGHT WITH THE LATCH LOCATED A MINIMUM OF 54 "FROM THE BOTTOM OF THE GATE OR AT LEAST 3" BELOW THE TOP OF THE GATE ON THE POOL SIDE. GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AREA. CONSIDERATION SHALL BE GIVEN TO THE U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC) PUB. NO. 362 GUIDELINES AND COMPLY WITH FBC 454.2.17 AND R4501.17. 13. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017,FBC 454.2.17 AND R4501.17. 14. BY USING THIS PLAN THE USER ACKNOWLEDGES THAT THEY HAVE READ 8 UNDERSTAND ALL OF THE NOTES, DRAWINGS, AND DETAILS HEREIN. THE USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AND CONSTRUCTION PRACTICES BEYOND WHICH IS CALLED FOR IN LOCAL STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRESSLY PROVIDED HEREIN. NO ADDITIONAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. PLUMBING 1. ALL PIPING TO BE PVC SCH-40 MINIMUM, NON -THREADED AND MUST BEAR THE NSF-pw STAMP AND MUST BEAR THE STAMP OF THE MANUFACTURER. SHALL COMPLY WITH F.B.C. 424 AND 605. 2. ALL PARTS OF THE POOL PIPING MUST BE TESTED IN ACCORD WITH THE FLORIDA BUILDING CODE. ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED DURING THE TIME OF ROUTINE INSPECTION BY THE BUILDING DEPARTMENT. MINIMUM 35 PSI FOR 15 MINUTES. NON -PRESSURE GRAVITY DRAIN (GUTTERS) PIPING SHALL BE TESTED BY FILLING WITH WATER TO THE POINT OF OVERFLOW WITH NO EVIDENCE OF LEAKS THROUGH JOINTS. 3. ALL PIPING SHALL BE SUPPORTED ON 4'-0" MAXIMUM CENTERS ON EITHER CLEVIS TYPE HANGERS, WATER PACKED FILL, OR AS SHOWN IN THE WALL SECTION PIPING. 4. CONTRACTOR IS ADVISED TO REFER TO ANSI/APSP-7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. 5. PLASTIC PIPES SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM U.V. LIGHT DEGRADATION OR IF THE PIPE, DURING THE MANUFACTURING PROCESS, ACHIEVES THE SAME END RESULT. 6. WASTE WATER DISPOSAL SHALL COMPLY WITH F.B.0 PLUMBING SECTION 802. 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE F.B.C. PLUMBING 423. S. ALL PVC PIPING SHALL COMPLY WITH F.B.C. 605 (USE PURPLE PRIMER CONFORMS TO ASTM F 656 AND NOT PURPLE IN COLOR SOLVENT CEMENT CONFORMS TO ASTM D 2564 OR CSACAN/CSA-B137.3 AND APPLIED IN ACCORDANCE WITH ASTM D 2855. 9. ALL HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTIONS ADJACENT TO THE HEATER(S). STRUCTURAL 1. THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS: A MINIMUM SAFE DESIGN BEARING CAPACITY OF 2000 PSF EXISTS AT THIS SITE AND IS THE MINIMUM REQUIRED. 2. THE POOL(s) AND THE DECK(s) SHALL BE PLACED ON UNDISTURBED SOIL FREE FROM ORGANICS OR DELETERIOUS MATERIALS, OR UPON BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL. 3. THE POOL DECKS SHALL BE DESIGNED AND CONSTRUCTED BY OTHERS AND MUST MEET ALL OF THE REQUIREMENTS AS SET FORTH BY THE FLORIDA BUILDING CODE. POOL DECKS SHALL SLOPE AWAY FROM THE POOL AT A MINIMUM OF 1% TO A MAXIMUM OF 4%TO PROVIDE ADEQUATE DRAINAGE. 4. IF UPON EXCAVATION, CONDITIONS DIFFER FROM ABOVE, A SOIL TEST BY A GEO-TECHNICAL ENGINEER WILL BE REQUIRED. 5. ALL CONCRETE SHALL CONFORM TO ACI 318-14 AND ACI 506R AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fc = 3,000 PSI AT 28 DAYS. 6. CONCRETE EXPOSED TO CHLORIDES FROM DEICING CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER, OR SPRAY FROM THESE SOURCES SHALL CONFORM TO ACI 318 AND IBC SECTION 4.2.2. 7. CONCRETE MAY BE PLACED CONVENTIONALLY IN FORMS OR PNEUMATICALLY PLACED USING GUNITE OR SHOTCRETE METHODS OR A COMBINATION OF BOTH. 8. OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. 9. REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 60 WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2j'. 10. FOR THE CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE AS LONG AS ALL SPECIFIED COVER AN PARALLEL CLEARANCES ARE MAINTAINED. ! `. _ 11 GROUNDING/BONDING COINCREEE THE LATEST ADOPTED EDITION OF THE NEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED AND INSPECTED (BY BUILDING DEPARTMENT) PRIOR TO PLACEMENT r�7\+•J �V�k-1 12. ALL CONCRETE MATERIALS AS WELL AS MIXING, CONVEYING, PLACING, AND FINISHING OF CONCRETE, SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE " ACI 318 LATEST EDITION), AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301 LATEST EDITION). 13. CURING: BEGINNING IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, MECHANICAL INJURY, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF THE CEMENT AND HARDENING OF THE CONCRETE (14 DAYS MIN.). THE MATERIALS AND METHODS OF CURING SHALL CONFORM TO ACI 301. 14. ALL INTERIOR SURFACES OF POOL/SPAIFOUNTAINS SHALL BE COATED WITH A WATER RESISTANT SURFACE. ELECTRICAL BY OTHERS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE. 2. REINFORCING STEEL SHALL BE BONDED WITH A MINIMUM OF #8 INSULATED COPPER WIRE. 3. IN ACCORDANCE WITH NEC 680-26, ALL METAL WITHIN 5' HORIZ. OR INSIDE WALL OF POOL AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENTIAL BONDING GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ. BEYOND INSIDE WALL OF POOL. ALL CONCRETE REINFORCING TIES SHALL BE MADE TIGHT FOR BONDING PURPOSES. 4. INSTALLAN INTENTIONAL ELECTRICAL BOND OF A MIN 9 SQUARE INCH CONTACT AREA WITH POOL WATER AS PER SECTION 680 OF CURRENT NEC 70. 5. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 6. OBTAIN ELECTRICAL PERMITS ALONG WITH POOL PERMIT. 7. LOW VOLTAGE UNDERWATER LIGHTING (MAXIMUM 15 VOLTS) WILL HAVE LOW WATER CUTOFF, IN ACCORDANCE WITH NEC 680. TRANSFORMER FOR LOW VOLTAGE LIGHTING SUPPLYING THE LUMINAIRES MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE GFCI. 8. POOL LIGHT USING 120 V MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE COMBO GFCI. NEC 680.6, 680.23(A)(3), 680.23(F)(2), 680.25(B) 9. OVERHEAD SERVICE WIRING SHALL NOT PASS WITHIN AN AREA EXTENDING A DISTANCE OF 10 FEET HORIZONTALLY AWAY FROM THE INSIDE EDGE OF THE POOL WALLS, OBSERVATION STANDS, OR TOWERS. 10. ELECTRICAL CONTRACTOR TO PROVIDE WRITTEN EVIDENCE, AT THE TIME OF CERTIFICATION, OF COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND THE APPROVED PLANS. 11. MOTORS IN OTHER THAN DWELLING UNITS: WIRING SUPPLYING POOL PUMP MOTORS RATED 15 AND 20 AMPERES, 125 VOLT OR 240 VOLT, SINGLE PHASE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE ON A GFCI CIRCUIT. 12. ELECTRICAL PANEL IS PROVIDED AND INSTALLED BY OTHERS. 13. ALL REQUIRED ELECTRICAL INSPECTIONS MUST PASS PRIOR TO FILLING POOL. 14. POOL PUMP MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS BAR OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE COMBO GFCI. NEC 680.6, 680.21(A)(1), 680.22(2)(3)„ 680.25(B). •••••• • •••••• Edward A. LANDERS, P.E. CONSULTING ENGINEERS i.eexm mexMp -1 m1 Tel. (305) 823-3938 Fax (305) 823-9355 q Edward A Landers 2021.03.11 08:52:22-05'00' PS ETT DV INFO: omu Iml�n.n �ro>K .r•• m ec uen rax nc rnoEcr arz�n "ro xr wo auu Nm a wm m wrrtx mnxr. colmmoe sou ela�Ka �r � m m •••• • • • • :::3Z u] fY; w • • , •, CYO Cie • T � LL ••• A Zu • NC rn= W W U. Z- r L co Q � C RESIDENTIAL POOL NOTES GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FBC - PLUMBING - BUILDING - RESIDENTIAL. 2. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED BY THE POOL CONTRACTOR AND THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. ANY CHANGES OR DEVIATIONS FROM THE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. 3. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. INSTALL ALL EQUIPMENT PER MANUFACTURERS INSTRUCTIONS. 5. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OF OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS ALL CODE REQUIREMENTS. 6. THE POOL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING EXCAVATION TO PROTECT EXISTING STRUCTURES. PROVIDE TEMPORARY BARRIERS AROUND SITE PRIOR TO EXCAVATION. 7. THE POOL CONTRACTOR SHALL TAKE ADEQUATE CARE TO PROVIDE WEEP HOLES AND DE -WATERING PUMP(S) AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL UPLIFTING DUE TO HYDROSTATIC PRESSURE WHEN THE POOL IS EMPTY. DO NOT EMPTY A POOL WITHOUT FIRST OBTAINING A PERMIT. 8. ALL EXISTING AND NEW HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS. 9. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK 10. MAKE-UP WATER MUST BE FROM AN APPROVED POTABLE SOURCE AND INTRODUCED INTO THE POOL THROUGH AN AIR SPACE. DO NOT ADD WATER THROUGH A BLACK RUBBER HOSE (IT WILL MARK THE PLASTER). 11. NO FIELD SUPERVISION OR INSPECTIONS WILL BE MADE BY THE ENGINEER UNLESS SPECIFICALLY CONTRACTED FOR SEPARATELY. 12. PRIOR TO FILLING THE POOL, A 48" MINIMUM HIGH FENCE SHALL BE CONTINUOUS AROUND THE PERIMETER OF THE POOL AREA THAT IS NOT OTHERWISE BLOCKED OR OBSTRUCTED BY ADJACENT BUILDINGS OR STRUCTURES AND SHALL ADJOIN WITH ITSELF OR ABUT TO THE ADJACENT MEMBERS. ACCESS THROUGH THE BARRIER OTHER THAN FROM DOOR EXITS OF ADJACENT BUILDING(S) SHALL BE THROUGH SELF -CLOSING SELF -LATCHING LOCKABLE GATES OF 48" MINIMUM HEIGHT WITH THE LATCH LOCATED A MINIMUM OF 54 "FROM THE BOTTOM OF THE GATE OR AT LEAST 3" BELOW THE TOP OF THE GATE ON THE POOL SIDE. GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AREA. CONSIDERATION SHALL BE GIVEN TO THE U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC) PUB. NO. 362 GUIDELINES AND COMPLY WITH FBC 454.2.17 AND R4501.17. 13. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017,FBC 454.2.17 AND R4501.17. 14. BY USING THIS PLAN THE USER ACKNOWLEDGES THAT THEY HAVE READ 8 UNDERSTAND ALL OF THE NOTES, DRAWINGS, AND DETAILS HEREIN. THE USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AND CONSTRUCTION PRACTICES BEYOND WHICH IS CALLED FOR IN LOCAL STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRESSLY PROVIDED HEREIN. NO ADDITIONAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. PLUMBING 1. ALL PIPING TO BE PVC SCH-40 MINIMUM, NON -THREADED AND MUST BEAR THE NSF-pw STAMP AND MUST BEAR THE STAMP OF THE MANUFACTURER. SHALL COMPLY WITH F.B.C. 424 AND 605. 2. ALL PARTS OF THE POOL PIPING MUST BE TESTED IN ACCORD WITH THE FLORIDA BUILDING CODE. ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED DURING THE TIME OF ROUTINE INSPECTION BY THE BUILDING DEPARTMENT. MINIMUM 35 PSI FOR 15 MINUTES. NON -PRESSURE GRAVITY DRAIN (GUTTERS) PIPING SHALL BE TESTED BY FILLING WITH WATER TO THE POINT OF OVERFLOW NTH NO EVIDENCE OF LEAKS THROUGH JOINTS. 3. ALL PIPING SHALL BE SUPPORTED ON 4'-0" MAXIMUM CENTERS ON EITHER CLEVIS TYPE HANGERS, WATER PACKED FILL. OR AS SHOWN IN THE WALL SECTION PIPING. 4. CONTRACTOR IS ADVISED TO REFER TO ANSI/APSP-7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. 5. PLASTIC PIPES SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM U.V. LIGHT DEGRADATION OR IF THE PIPE, DURING THE MANUFACTURING PROCESS, ACHIEVES THE SAME END RESULT. 6. WASTE WATER DISPOSAL SHALL COMPLY WITH F.B.0 PLUMBING SECTION 802. 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE F.B.C. PLUMBING 423. 8. ALL PVC PIPING SHALL COMPLY WITH F.B.C. 605 (USE PURPLE PRIMER CONFORMS TO ASTM F 656 AND NOT PURPLE IN COLOR SOLVENT CEMENT CONFORMS TO ASTM D 2564 OR CSACAN/CSA-B137.3 AND APPLIED IN ACCORDANCE WITH ASTM D 2855. 9. ALL HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTIONS ADJACENT TO THE HEATER(S). STRUCTURAL 1. THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS: A MINIMUM SAFE DESIGN BEARING CAPACITY OF 2000 PSF EXISTS AT THIS SITE AND IS THE MINIMUM REQUIRED. 2. THE POOL(s) AND THE DECK(s) SHALL BE PLACED ON UNDISTURBED SOIL FREE FROM ORGANICS OR DELETERIOUS MATERIALS, OR UPON BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL. 3. THE POOL DECKS SHALL BE DESIGNED AND CONSTRUCTED BY OTHERS AND MUST MEET ALL OF THE REQUIREMENTS AS SET FORTH BY THE FLORIDA BUILDING CODE. POOL DECKS SHALL SLOPE AWAY FROM THE POOL AT A MINIMUM OF 1% TO A MAXIMUM OF 4% TO PROVIDE ADEQUATE DRAINAGE. 4. IF UPON EXCAVATION, CONDITIONS DIFFER FROM ABOVE, A SOIL TEST BY A GEO-TECHNICAL ENGINEER WILL BE REQUIRED. 5. ALL CONCRETE SHALL CONFORM TO ACI 318-14 AND ACI 506R AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF Pc = 3,000 PSI AT 28 DAYS. 6. CONCRETE EXPOSED TO CHLORIDES FROM DEICING CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER, OR SPRAY FROM THESE SOURCES SHALL CONFORM TO ACI 31B AND IBC SECTION 4.2.2. 7. CONCRETE MAY BE PLACED CONVENTIONALLY IN FORMS OR PNEUMATICALLY PLACED USING GUNITE OR SHOTCRETE METHODS OR A COMBINATION OF BOTH. B. OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. 9. REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 50 WITH A MINIMUM YIELD STRESS OF 60 KSI. REINFORCING BARS SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2j% 10. FOR THE CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE AS LONG AS ALL SPECIFIED COVER AND PARALLEL CLEARANCES ARE MAINTAINED. 11. GROUNDING/BONDING (PER THE LATEST ADOPTED EDITION OF THE NEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED AND INSPECTED (BY BUILDING DEPARTMENT) PRIOR TO PLACEMENT OF CONCRETE. 12. ALL CONCRETE MATERIALS AS WELL AS MIXING, CONVEYING, PLACING, AND FINISHING OF CONCRETE, SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 316 LATEST EDITION), AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301 LATEST EDITION). 13. CURING: BEGINNING IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, MECHANICAL INJURY, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF THE CEMENT AND HARDENING OF THE CONCRETE (14 DAYS MIN.). THE MATERIALS AND METHODS OF CURING SHALL CONFORM TO ACI 301. 14. ALL INTERIOR SURFACES OF POOL/SPAIFOUNTAINS SHALL BE COATED WITH A WATER RESISTANT SURFACE. ELECTRICAL BY OTHERS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE. 2. REINFORCING STEEL SHALL BE BONDED WITH A MINIMUM OF #8 INSULATED COPPER WIRE. 3. IN ACCORDANCE WITH NEC 680-26, ALL METAL WITHIN 5' HORIZ. OR INSIDE WALL OF POOL AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENTIAL BONDING GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ. BEYOND INSIDE WALL OF POOL. ALL CONCRETE REINFORCING TIES SHALL BE MADE TIGHT FOR BONDING PURPOSES. 4. INSTALL AN INTENTIONAL ELECTRICAL BOND OF A MIN 9 SQUARE INCH CONTACT AREA WITH POOL WATER AS PER SECTION 680 OF CURRENT NEC 70. 5. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 6. OBTAIN ELECTRICAL PERMITS ALONG WITH POOL PERMIT. 7. LOW VOLTAGE UNDERWATER LIGHTING (MAXIMUM 15 VOLTS) WILL HAVE LOW WATER CUTOFF, IN ACCORDANCE WITH NEC 680. TRANSFORMER FOR LOW VOLTAGE LIGHTING SUPPLYING THE LUMINAIRES MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE GFCI. 8. POOL LIGHT USING 120 V MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE COMBO GFCI. NEC 680.6, 680.23(A)(3), 680.23(F)(2), 680.25(B) 9. OVERHEAD SERVICE WIRING SHALL NOT PASS WITHIN AN AREA EXTENDING A DISTANCE OF 10 FEET HORIZONTALLY AWAY FROM THE INSIDE EDGE OF THE POOL WALLS, OBSERVATION STANDS, OR TOWERS. 10. ELECTRICAL CONTRACTOR TO PROVIDE WRITTEN EVIDENCE, AT THE TIME OF CERTIFICATION, OF COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND THE APPROVED PLANS. 11. MOTORS IN OTHER THAN DWELLING UNITS: WIRING SUPPLYING POOL PUMP MOTORS RATED 15 AND 20 AMPERES, 125 VOLT OR 240 VOLT, SINGLE PHASE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE ON A GFCI CIRCUIT. 12. ELECTRICAL PANEL IS PROVIDED AND INSTALLED BY OTHERS. 13. ALL REQUIRED ELECTRICAL INSPECTIONS MUST PASS PRIOR TO FILLING POOL. 14. POOL PUMP MUST BE GROUNDED BY #8 AWG SOLID COPPER WIRE TO THE GROUND BUS BAR OF THE PANELBOARD AND CIRCUIT BREAKER WILL BE COMBO GFCI. NEC 680.6, 68021(A)(1), 680.22(2)(3)„ 680.25(B). Edward A. W4LANDERS, P.E. CONSULTING ENGINEERS Tel. (305) 823-3938 Fax (305) 823-9355 Edward A Landers 2020.11.13 11:59:40-05'00' •� •• • • • • • • :.PERMIT - • S}'� T • • • L 0000 • • INM • • • • I **seesi ,. iic rm nff �•` MOTff N•➢m • • • •nar m� OR • • uF I r°•wasN01rImn ro v... eragN�I• • • • ••4 I l.­4hft0.*nw • • • 041 S0 ALL METAL RAILING AND STAIR MUST BE BONDED ta' TO 24' ro r R sT MIN. 4' TO e' �a."N°io A�LRu ITE: PROVIDE CONTINUOS JGLE # 8 COOPER BONDED FOUR POINT(360-) AROUND IOL & SPA NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP (TYP) POOL BOND SCHEMATIC ELECTRICAL NOTES: ALL ELECTRICALWORKSMI-LCONFORM TO POOL FILTRATION PUMPS SHALL NOT N.E.D.2014ARTICLEL . BE SPLIT -PHASE, SHADED POLE OR ALL LIGHTS TO BE A MIN. OF 18"BELOWWATER. CAPACTTER START INDUCTION; 1 HP POOL MOTORS SHALL COMPLY WITH OR GREATERPUMPS SHALL BE 2 SPEED ART 403.9.4 OR GREATER GROUND ALL STEEL REI F., LIGHTS, PER ANSI/APSP/ICC-15 2011 4.1 MOTOR, RAII"S ETC, W/ 8 SOLID GRND. WIRE NOTE: POOL MOTORS iHP OR GREATER SHALL POSSES NEW GFl WEATHERPROOF/ TAMPERPROOF OVERLOAD PROTECTION PER NEC.430.32 RECEPTACLE 6' MIN 20' MAX FROM WATER EDGE 12 VAC Class 2 Transformer or Junction Box 48" min. Check AEU for other I-Imx replkertrents 8" minimum to maximum water level WC R 4" min to top of lens 1.5" pipe through bond Rigid 1" Rigid Electrical beam and a minimum length Conduit. Sweep elbows for each style IigI t. only, no 90D elbows. (See Light Info Charts, p.4) NOTE Vertical mstalia ons such as bench and walkout bcabons well Use ALL of the same clearance requirements LIGHT INSTALLATION DETAIL NEW PANEL 200 AMP 2P100A BREAKER W/ #6 CONDUCTOR FEEDING POOL PVC COND W/ 3 2 HOT. 1 #8 GRND EXISTING p 200 METER 00 AMP F.P.L POOL TRANS.EMA 3R PANEL WP GFI (1) JUNCT. BOX 6' TO 12' FROM WATER POOL POOL PUMP 2# 10-1 DECK "MIN/-1# 8 GRND. 20A GFI LEVEL 11"� L # 12 GRIND. 1" NON- CONDUIT (2)12V COLOR NHT (POOL) POOL ELECTRICAL DIAGRAM TYPE: GE ENCLOSURE, NEMA 3R o�nLr",cE 1-.. 1z0/2so ELECTRICAL PANEL 'P' LOCATION: SEE PUN MAINS MAIN DISC. AA.CS.: 10000 RATING 1oD A. AMPS POLES TOTAL V.A. COND. SIZE WIRE SIZE DESCRIPTION CKT Na No. DESCRIPTION WIRE SIZE COND. SIZE TAL V.A. OfES AMPS 100 2 3,500 i' 2 PANEL DISC. 1 3 2 POOL LIGHTS 12 12' 900 1 20 4 GF1 RECEPTACLE 12 1/2' 15DO 1 20 20 2 1100 1/2' 10 POOL PUMP S 5 7 6 a 9 ll To- 12 13 14 15 16 17 18 1.1DO FILTRATION PANEL 'P' TOTAL DEMAND LOAD 1D0X TOTAL LOAD O 100% 3,500 W 3.500 W / 240 VOLT - 14.5 AMP. 01 BOX EQUIPMENT SCHEDULE Z400 ITEM MFGR. PART No. DESCRIPTION 1 MAIN PUMP(TWO-SPEED.SELF PRIMING ) HAYWARD —10A152S 1.5 HP@UWRPM.LOWSPEED1725RPM30GPML860TDH' 1 HAIRANDLINTSTRAINER HAYWARD S" w, fl45K 1 FILTER ELEMENTS HAYWARD CIW 50 1O ARE FEET EA. T— 150 i FILTER TANK HAYWARD IAIR RELEASE B SOTT. DRAIN POOI Ar SPA FITTINGS AND DRAINS 3 INLET FITTINGS WATERWAY 550A230 1 112- ADJUSTABLE (DIRECTIONAL) PLASTIC WALL INLETS 1 SURFACE SHIMMER HAYWARD SP1070 1-12IN. OR 2IN. SLIP OR THREADED PORTS N.S.F. APPR. 1 VACUUM FITTING HAYWARD W400AWHP 1112" WITH SPRING LOADED SAFETY COVER MAIN DRAIN OUTLET (z) AOUASTAR 32CDFLV)= 32- RECTANGULAR PLASTIC PLATE Tr/2 - OPEN AREA ) nFrV GNn FITHFR Fni llPAAFNT 2 UNDERWATER LED HAYWARD lACU511100 1N.40 WATTSFAW(—VV TERCUT -TRANSFORMER TRANSFORMER INTERMATIC PX300 WATT, 120V, 1 AMP 1 POOL TIMER IMERMATIO T101R3 24 HOUR, MECHANICALTIME SWITCH W ENCLOSURE 2 JUNCTION BO%ES INTER MATIC PJB21I5 3 HOLE, UL LISTED JUNCTION BOX WATERPROOF LHI4UCf1J, r.�. CONSULTING ENGINEERS ,.o.M..I.ac srR® M,M Lw.mm� rE IA7A T.I. 305 823-3938 Fax 305 823-9355 Digitally signed by Lisga H Anglin Date: 2021.03.11 I L-I \IY11 1 DRAWNSY'. S.TAYLOR DATE: 12-15-20 •2mA aPnmin m ni ow ILI m ana WNRICI<W fIN1 wai FIeoR m • •••••• • • �r n V W ••• • • :wE ` :ET NUMBER ` I TO POOL/SPA EQUIP. POOL/SPA (TYP) ALL POOL/SPA LIGHTS ALL METAL RAILING AND STAIR MUST BE BONDED NOTE: PROVIDE CONTINUOS SINGLE # 8 COOPER BONDED IN FOUR POINT(360") AROUND POOL & SPA NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP (TYP) POOL BOND SCHEMATIC ELECTRICAL NOTES: ALL ELECTRICAL WORK SHALL CONFORM TO POOL FILTRATION PUMPS SHALL NOT N.E.C.2014ARTICLEM680. BE SPLIT -PHASE, SHADED POLE OR ALL LIGHTS TO BE A MIN. OF 18" BELOW WATER. CAPACITER START INDUCTION; 1 HP POOL MOTORS SHALL COMPLY WITH OR GREATERPUMPS SHALL BE 2 SPEED ART 403.9.4 OR GREATER GROUND ALL STEEL REIyyF., LIGHTS PER ANSI/APSP/ICC-15 2011 4.1 MOTOR, RAILS ETC, W %SOLID GRND. WIRE NEW PANEL 200 AMP 2P100A BREAKER W/ # 6 CONDUCTOR FEEDING POOL PVC COND W/ 3#3 HOT. 1 /8 GRND EXISTING METER 0 200 1DO AMP F.P.L POOL TRANS. NEMA 3R PANEL Wf GFI (1) JUNCT. BOX FROM WATER POOL POOL PUMP 2/ 10-1 DECK �148"MINI- 1J� B GRND. 20A GFI L2 #12 1 y/ 12 GRND. 1" NON -CORROSIVE CONDUIT (2)12V COLOR NICHELESS LIGHT (POOL) POOL ELECTRICAL DIAGRAM Type GE ENCLOSURE: NEMA 3R SERVICE 10, 120/240 ELECTRICAL PANEL 'P' LOCATION: 1 a"" MAINS: MAIN DISC. AI.C.S.: 10000 RATING 100 A AMPS POLES TOTAL V.A. COND. SIZE WIRE SIZE DESCRIPTION CKT Na 1 CKT Nm DESCRIPTION WIRE SIZE COND SIZE TOTAL V.A. OLES AMPS 100 2 3,500 1' 1 3 PANEL DISC. 1 3 2 POOL LIGHTS 12 1/2' 900 1 20 4 GFI RECEPTACLE 12 1/2- 15DO 1 20 20 2 1100 1/2' 10 POOL PUMP 5 7 6 8 a 11 10 12 13 14 15 16 17 18 NOTE' POOL MOTORS 1HP OR GREATER SHALL POSSES NEW GFI WEATHERPROOF/ TAMPERPROOF OVERLOAD PROTECTION PER NEC.430.32 RECEPTACLE 6' MIN 20' MAX FROM WATER EDGE FILTRATION 12 VAC Class 2 Transformer or iJunction Box 48" min. "Check AHJ for otherj-box requirements Rigid 1" Rigid Electrical Conduit. Sweep elbows only, no 900 elbows. 8" minimum to maximum water level V! PI SIBLE "f4ATER LINE (top'f wPpt'g) 4" min to top of lens 1.5' pipe through bond beam and a minimum length for each style light. NOTE: Vertical installations such as bench and walk -out locations will use ALL of the same clearance requirements LIGHT INSTALLATION DETAIL 1,100 PANEL 'P' TOTAL DEMAND LOAD t00% TOTAL LOAD O 100% 3,500 W 3,500 W / 240 VOLT - 14.5 AMP. 0100% EQUIPMENT SCHEDULE Z400 ITEM MFGR. PART No. DESCRIPTION 1 MAIN PUMP (TWCHSPEEOSELF PRIMING ) HAYWARD SP2610x1525 15 HP@345DRPM,LOWSPEED1725RPM30GPM@6DTDH' 1 HAIR AND LINT STRAINER HAYWARD 5" WISASKETONPUMP 1 FILTER ELEMENTS HAYWARD C150 IW SQUARE FEET EA. TEA= 1. 1 FILTER TANK HAYWARD TYPE FILTRATION: CARTRIDGE WIAIR RELEASE & BOTT. DRAIN P001 & SPA FITTINGS AND DRAINS 3 INLET FITTINGS WATERWAY 55D-9230 1 —ADJUSTABLE (DIRECTIONAL) PLASTIC WALL INLETS 1 SURFACESKIMMER HAYWARD SP1070 1412 IN. OR 2IN. SLIP OR THREADED PORTS N.S.F. APPR. 1 VACUUM FITING HAYWARD _,XA 1P 1112' WITH SPRING LOADED SAFETY COVER MAIN DRAIN OUTLET (aJ HAYWARD WG105SAVPAK2 W ROUND PLASTIC PLATE WI14' OPEN AREA (EA.) DFCK AND nTHFR FOIIIPMFNT 2 UNDERWATER LED LIGHT(.) HAYWARD LACU5111m 12V.40 WATTS E&WILOWWATERC—FBTRANSFORMER TRANSFORMER INTERMATIC Px300 1 POOL TIMER INTERMATIC T10113 24 HOUR, MECHANICAL TIME SWITCH WI ENCLOSURE UN ON BO%ES INTERMATIC PJ821)5 3HOLE. UL LISTED JUNCTION. WATERPROOF _LE(C i r\ICAL REVIEV\l APPROVE DATE i a I Edward A. LANDERS, P.E. CONSULTING ENGINEERS m..,«...a ro M,.M,oI— .A 1®r Tel. (305) 823-3938 ax F305) 823-9355 mm r Edward A Lander 2020.11.13 12:00:19-05'00' •.. •. :•PERMIT•' •..•.. : 061ET ... • DWG INFO: • • m HDcm • • • • nIDR a �m nIL Rn tic RRucr n 1m •.•••• pAvNm ar ucn oe • • • 'NITIrI1 C011a]IWM�I1* T�Op111pI4j.0�y a wxa vnm m • • • A TE O 3 z J Z °° M W WM Q J ILL. /H/� U) U) 0 LL1 ) � VO WWu Z DOQ CWPIEMf PAO POOL dxvEllr PAD ro E 2" SKIMMER P.LJ FENCE BY _ / A SEPARATE PERMIT 2.5" MAIN DRAIN SKIMMER POOL 3'-O" TO 5'-V DEEP TW,AALL p. 3RETURN INLET(S) J W SPRING LOADED � VACUUM FITTING Z liz_ 0 to 2" RETURN 2" VACUUM LAID1GP01 POI CDDE FpID1O1! DDIIwExr ro E AT a ALOY[ m FENCE BY—// A SEPARATE PERMIT P.L/ zh2 \P. L FENCE B A SEPA PERMIT T Ld 11 1 1 �LLL RESIDENCE ATE LEGEND �• MAIN DRAIN 'k LIGHT PD SKIMMER -C--- WALL INLET '0R POOL PIPING PLAN �aVip SCALE: 1/4" =1'-O" p� w/gyp RF�n pN POOL M.D \LVE LEGEND POOL 1-1/2" INLETS TYP.--.I I I 2.5" SKIMMER VACIIUUM 2" I 2"--I PIPING AND HYDRAULICS LINE TYPE SIZE FLOW (GPM) VEL(FPs) RETURN LINE 2" 30 2.85 POOL MAIN DRAIN LINE 2.5" 30 2.01 2„ 2» AIR RELIEF FILTER PRESSURE GAUGE 1VBALL VALVE TO WASTE Edward A. 9 LANDERS, P.E. CONSULTING ENGINEERS ,.P..x..I.�LVDo M.MIOILooM Tel. (305) 823-3938 Fax (305) 823-9355 L 4�- Dijifalx •••••• SiomeU Yy Lis • •••••• H Anglin 202) fQ5.18 • • • • • 112-3:3� -04' ' • s DATE" 12-15-IO " f O01D m E � ra n°�c erouinwn� �` OlY Aln ,MIL IqT E DP A.Y Dm..All®P� Z °° M W WM w Q LL J �cli Z Of NO WWU) Z2 000 Q •• • • • i • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • ••• • • • • • • • • • • • • • • fJ [wislon rAo root [auwxr rAo ro a 2" SKIMMER FENCE BY P.LJ A SEPARATE PERMIT 2.5" MAIN DRAIN T SKIMMER POOL T-0' TO 5'-0" DEEP WALL RETURN INLETS) W TYP. 3 J W SPRING LOADED N VACUUM FITTING Z 3 V) 2" RETURN 2" VACUUM uNosArm ra ao[ [awfmn [GIIIr1CNI 10 E AT OR uw[ m FENCE BY—/ A SEPARATE PERMIT P.L \P. L FENCE B A SEPA PERMIT T T RESIDENCE ATE LEGEND �• MAIN DRAIN LIGHT SKIMMER �� WALL INLET 'OR POOL PIPING PLAN SCALE: 1/4^ =1'-0" ol RF�nOH PIPING AND HYDRAULICS LINE TYPE SIZE FLOW (GPM) VEL(FPS) RETURN LINE 2" 30 2.85 POOL MAIN DRAIN LINE 2.5" 30 2.01 �LVE LEGEND Edward A. yXLANDERS, P.E. CONSULTING ENGINEERS 1.r.R[.�..e[.R[o W.umR>a[ Tel. (305) 823-3938 Fax (305) 823-9355 Digitally signed by Lisga H Angli Date: 2021.03.1 1 SET DM INFO' I- ffY: S. TAYLOR DATE: 12-1520 O Y.I .tea �r POOL •••• 1-1/2" INLETS .•. •••••• TYP. •• J � POOL •••••• •• M.D • II III • • •••� 2.5" SKIMMER VACUUM ••:••: ••• • 2" 2" , •••••• ..n f2" ,a ,.,, HAIR & LINT 3o z.es STRAINER TO CHECKVALVE PUMP "® TWO WAY DANDY VALVE THREE WAY DANDY VALVE 2" 2» AIR RELIEF VJ FILTER RESSURE W GAUGE 1 V'BALL VALVE TO WASTE L.L -]Ll- P=1 SHEET NUMBER ••• • •P. Luce) n• J C6 z W (V p W (n Z2 coo Q P.L/ FENCE BY 2" SKIMMER A SEPARATE PERMIT 7-4- SKIMMER POOL F- 3'-0" TO 5'-0" DEEP 0 2.5" MAIN DRAIN WALL RETURN INLETS) T1P. 3 J V) SPRING LOADED w N VACUUM FITTING Z N 2" RETURN 2" VACUUM FENCE BY—/ hF A SEPARATE PERMIT Lt P.L P.L RESIDENCE FENCE B A SEPA ATE PERMIT LEGEND �• MAIN DRAIN LIGHT SKIMMER WALL INLET FOR POOL PIPING PLAN �aVNc SCALE: 1/4" =1'—O" p�ReCT/ON�Np POOL M.D POOL 1-1/2" INLETS TYP.--- I I I 2.5" SKIMMER VACUUM 2 "2 " LINE TYPE SIZE FLOW (GPM) VEL(FPS) RETURN LINE 2" 30 2.85 POOL MAIN DRAIN LINE 2.5" SKIMMER LINE 2" VACUUM LINE 2" 3o z.ot ,2" is ,.T, HAIR & LINT 3o z.as STRAINER VALVE LEGEND ♦ 10 CHECKVALVE PUMP TWO WAY JANDY VALVE THREE WAY JANDY VALVE f 2" AIR RELIEF FILTER RESSURE GAUGE 1 1� BALL ::: VALVE TO WASTE CONSULTING ENGINEERS Tel. (305) 823-3938 Fax (305) 823-9355 �r Edward A Lander 2020.11.13 12:01:06-05'00' ••••.. • 9691 ' ' ' eE MIT ' 6 T • INFO ���� • • •••••. •000 . .. •..•.• .. . " F J Zco M WLu Q F'J ALL (/) C1 0W � O WW ( O Z- W z 00 Q T P-1 SHEET NUMBER