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BPOL2018-019778-495 CALLE TAMPICO U *P Q" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: POOL/PRIVATE Application Number: BPOL2018-0197 Property Address: 81640 MAN 0 WAR CT APN: 767800049 Application Description: LENNAR / POOL, SPA, BBCL AND FIRE PIT Property Zoning: Application Valuation: $25,000.00 Applicant: TESERRA P 0 BOX 1280 COACHELLA, CA 92236 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License .Class: ■J1C-8 C10 9L5 27 D12 '��r, No7�L' Date: _ I [J Contractor: /Z— - � OWNER -BUILDER DECLARA;IIfl I hereby affirm under penalty of perjury that I am exe t from the Contractor's State License Law for the following reason (Sec. 7031.5, Sdsiness and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Addres VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 tTl fate,� Owner: 90 LENNAR HOMES OF CALIFORNVPAtQ C:) 25 ENTERPRISE C ATTN GOREEN MUELLER p N ALISO VIEJO, CA 92656 g IN C N O � C Contractor: I TESERRA to P 0 BOX 1280 COACHELLA, CA 92236 (760)389-9222 Llc. No.: 656128 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance mfor which this permit is issued. have and will maintain workers' compensation insurance, as required by of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: BENCHMARK INSURANCE COMPANY Policy Number: CST5011868 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: Z., WARNING: FAILURE TO SECURE WORKERS' COMPENSATI COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PEN IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to ter upon the above mentioned property for inspection purposes. Date: Signature (Applicant orAgen Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: TESERRA P 0 BOX 1280 COACHELLA, CA 92236 BPOL2018-0197 81640 MAN 0 WAR CT 767800049 LENNAR / POOL, SPA, BBQ, AND FIRE PIT $25,000.00 Date: 10/22/2018 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ATTN GOREEN MUELLER ALISO VIEJO, CA 92656 Contractor: TESERRA P 0 BOX 1280 COACHELLA, CA 92236 (760)389-9222 Llc. No.: 656128 Detail: POOL AND SPA AT FRONT YARD, WITH BBQ AND FIRE PIT AT WEST SIDE YARD [DOUGLAS FERRELL ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.01 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.01 Total Paid for ELECTRICAL: $52.02 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $13.00 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $26.01 Total Paid for PLUMBING FEES: $39.01 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 tev -GF11 .(h�if�f Kl - PERMIT # PLAN LOCATION: Project Address: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: Applicant Name: kelyJ ; i� Address: City, ST, Zip, Telephone: 717 Email: Valuation of Project $ Z91 Vkm Contractor Name: Address: City, St, Zip Telephone: Email: State Lic:,p SF1f ) J j�,, City Bus Lic: Arch/Eng Name: Address: City, St, Zip Telephone.: Email: State Lic: City Bus Lic: New SFD Construction: Conditioned Space Garage Patio/Porch Fire Snrinklers Construction Type: Grading: Bedrooms: I Stories: SF SF SF SF Occupancy: # Units: Property Owner's Name: 4 New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: a�► Telephone: Email: OCT 15 2018 78495 CALLE TAMPICO CM LA QUINTA, CA 92253 �� LA Qi1itVTA DEIGN AND 760-777-7000 DEVELONNT DEPARTMENT OFFICE USE ONLY # Submittal Req'd Req'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License NO EXISTING LANDSCAPE LIGHTING IN REAR YARD NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY kof I r ter LA QUINT BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 8'A4' FERE PIT AT+1a, WiTH POURED IN PLACE LIGHT BROOM FINISH COLORED CONCRETE CAP. 2^A^ BLACK LAVA ROCK MEDIA, GAS VALVE AND KEY, BURNER ASSEMBLY, STUCCO AND PAINT EXTERIOR TO MATCH ARCHITECTURE PAVER DECK DRAINS BY OTHERS PAVER DECKING BY OTHERS ---__ 16'X 16' LATTICE TOP WITH (4) RECESSED LED PUCK LIGHTS (2) 14"X14" STUCCO AND PAINT COLUMNS TO MATCH HOUSE Ski' HARD TROWELED AND SEALED SMOOTH COLOR CONCRETE COUNTERTOP AT +38" WITH 36" ALFRESCO ALX2 BARBECUE 36' STAINLESS STEEL ACCESS DOORS, STUCCO AND PAINT BODY TO MATCH ARCHITECTURE ARTISAN SERIES HANDRAIL SRT #1004 RAIL SPA SPLIT MAIN DRAIN SUCTION MINIMUM T APART. ANTI -COVERS 1 O" ASME l ANSI APPROVED G 1Tl ' aR mow`77 — (A7 HOUSEIN ■ ■ I RAISED SPA AT # 18' WITH POURED IN PLACE LIGHT BROOM FINISH COLORED CONCRETE CAP, STACKED STONE SPILLWAY AND TILE VENEER EXTERIOR TANNING SHELF AT 8" WATER DEPTF AND TWO UMBRELLA SLEEVES SPA AIR LINE RAISED BOND BEAM AT I18' WITH LIGHT BROOM FINISH COLORED CONCRETE CAP, TILE VENEER FACE, STUCCO AND PAINT BACKSIDE TO MATCH HOUSE, AND (3) 24- WIDE SHEER DESCENTS ON DEDICATED PUMP AND PLUMBING ATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH V 114 - MANDATORY REQUIREMENTS kRMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS POOL iATFRR / PI IAAD Gn1 iimu—Ir r•un .,� __ ___ _ 34r wn �g i ) 1T9 SQFI• POURED IN PLACE CONC. COPING 6 CAPS SOFT FAI DECIQNG By OTHERS I MAIN GAS, R OL =AREA y POOL EQUIPMENT TO BE WATER BONDED AT THIS LOCATION I POOL EQUIPMENT: 400,000 BTU HEATER 'ALL EQU)PMENT SHALL BE SEISMICALLY ANCHORED POOL EQUIPMENT 50 AMP SUB PANEL WITH 30' CLEARANCE AT FRONT AND SIDE �� 132' - 1}" Si.EEVED POLYPROPYLENE GAS PIPE 41: 15' WIDE POURED IN PLACE LIGHT BROOM FINISH COLORED CONCRETE COPING AROUND POOL SPECIFICATIO Type GUNITE 817E SURFACE AREA OF POOL ONLY 61SSO.Ff PERIMETER '"U"FT DOIHS POOL 8 SPA COMMNED 94 SO —Fro M LH.FT Kd➢ 9125' r 7-0' 9C FT. 56 W. FT, 30 'A""RL WA OAM WA a mOTI No-pP JE'I 11 R•A- I,mm S xwCGWTWIMCIPLESBcoaoR RAMWIPAAT • TRYA VPMJ Y SPIIII ❑E:CKIN rE �C V T10N / BTEEL F L EE Hi ACTEgS STREET EMANNIM ELEVATIOH CµIIBPyEA DEEP HVn BAAP OOUI"-E LOVE T kEEF P �NCTLEiE 1S410VAt�� BLEEM epoaElAmm>. L STEpa TREE REAIWAL BY STEP tm"TIDNBEIIlWAiBY rat BASE awH74TION SAHOAND ISL- c R•9. — RAHN . LYR88 AIOWg� IFREI SPA ANO RAISED BOND BEAM EPUFVTBIr U'FkA& ` VlIIw 3TRBB ` FIDIM rAN 611 aNISEp.EO Of Rocicclum C MC9 cFTFIE N MCRIgi3TW RBBFAq SPdLWAYIY PLUMBINGl SYEa6 %TpL UIarITK1B SLIIE PROP. Ea. — POL+LPIIAIPkYE g[M 2071PVAR RNIIER BOO4TE3t PLlW BLTF a€rmwa — ABULPAWP JaNGY III 14 HP EWIP-w AllOIPULw .—.ou BEATWAU NEATER DANDY JOB Fwtt GwHrEIL mirm fise BAND SET UILORRIAT GrL}M w4REiL-80 NNTR• N P sA+wAEarmE F4CLN� PP LL �a EELBL p g W,F-ATTACHED TO POp 7FS'g1eE LmTS oTlmw.F a �'woEs�.e9EHCEHIS EYE5vLg1 IIDHI$w ul alNaax imN ftw oR ELXIPa' DEEIRMT L1E:1T8W PIA!/l wrclmHCHB{ea CIXOR LE L1C.FITB gIws o mY�B'LpD BTIR SET ETL�iYF FENCIN PlUNLKNd 7112'>jOC7r0pIA21#' 0EEPI7LT PALL FENCETWi (pw MROOR — HEMff— Q%IE— QATE FEVER Ralm&PII RU W ITE CEEPENO PAfIP E1f18ND bgaTEP 'ems c.r �"ti Y cepm L uliETE 15' w10E R.BB.-8EE 8'iFFJ �1B'SpAANi]RB.p- p WNER RESPp1.1gIBILi71E$ Dw+LER 70. ifl 0liBaBllE TWAIPMIRMTa&L TION W PC TAl 7y Nal`:7: THAT pppl A11P[awylalT LOM &ALOCI BM, DFYHLTA/FNTAr T1e 7F.e m k4 IFI 1LtT GDAIICOHCARTE fifVl{,AT L6A8T VB m riA AmTIxTTlEro ISEriTId> zvwroq A1nAlIr n+l�lae ro r+L�a1LAA ogAA:Y 1y ete TxArAIi E@ie4. aATEY A/✓a6lM9ERa011 PpgA To Pwxusrtnn aAatenul mI rn� Paul k•K1MIBYNTLRPLA4TBL 11`CILCn A CUSTOM PROJECT F wrE NAME GRIFFIN RANCID LOT 4 COMMUN" GRIFFIN RANCH 1(]9 ADDRESS 81-640 MAN p uAR COURT Clay LA I HOMEOWNE MOBILE iOMEOWNER EMAIL IROJECT MANAGER MOBIL 178q 2613-1490 'ROJECT MANAGER khVJL dam m SCAIF DATE DESIGNED BY PRO 00-lue TMGR C HS 080 REVISI NS •AILAAMENTaAPN9h'GOYEB LCTALLLT" YEETFIa c W1ENT V&%j, e ' eaCo(TYFoa Tl9e}w 009RPAWdDR 711F!NHAtu180CtTY aTiE+u4NCNI OF LletiuKKAL EIgNEFAe fA84El 2 EaBDPnTra; CIALABtDAm HD a 3 nluu rra11 THE POOL AIACEC RT.618211. IEDTOELWWATE1roLTME AREA AS PEA cEc ART, seasa `POOLISPALIGHTJUNCTfONBOX. POOL! SPA LIGHT ON GROUND FAULT '6'j r CAtIFC7RNrRi 8LlILdINp CppC(9ASEDOM2ppagC) WC SO 1 63 L'ALI Fq RNIA PLLIma a0�U } 5 CfRCUITMTERRUPTER N13 Cp CIEbEASE 2015 13ALIFORNIA IELECTRICAL copElBAa�oNmaaNEc},.. 2111 6 CALIFCIRNiA ENERt3Y EFFICI$NC.Y STANDARDS TRANSFORMER GDY£WLLLEPfi COOEaECTlpll l2lag rB}!1]p(CEPj'WM1H NCY. AHr PERBON PLAN"11OpENTERIAMy E�'AVA 811AUCONIACT TKEAPPaOPR AIE ILEOKMLAL NOAFICAl1�I CENTER, Ar LpA$r TWYJ 15r>RKY76DAY OLrr HOTAWITE TWW ga:AaeIOA1R OAYB P/OtlRC,(pAFRj1CW011YiT 75 8 E1opLVATIgN, IF TH@ VATKIN WLL BE WCfED IN Nil AAFA THAT 15100WIfi. OR REABONARLY SHWLO BE KNMN. TOCO iFAW BI)B81ytFACE R17TAlUADNB OTHE0 TRM THE UKERMOMM FACO}rIEB DLYS7EII DR OPERA E%CAVM1TO[i AND IF PSNCTi6{L THEMEEEXCA SeW1DELAN£117'E HR170.HRE PNNi OR nTlsEa $IJITABLE AwrIBHa r1@zlivim APF Ti7 BE EXCAVATED POOL SPLIT MAIN DRAIN SUCTION CONSTRUCTION A UTH O R I Z ATI ❑ N STOI MINIM UMXAPART ANrI-COVEPS 10" ASME 1 ANSI APPROVED FDTG=j=!RO��FlE�LD� TILE � PAVI S cY YMCAL LONGITUDINAL SECTION NORMAL WAIL DETAIL !PINS WRO ARM DETAIL SI'M 5H" 15 FOR DIA6K*%TI0 KIRPOE_a7 ONLY EACH rox w.- 6• KAJNDRAN 2•44WIT. DFAN5IV!• SOIL ra / ADP W CANT. LIM MCM M DETAIL 62 r. l�111JI! �� II NMI ,nnr III►ilI I�1111 �einlr IIUIIrFri 61 m, HaFuz arm a76Ln' OA m. V ■.Tree' ■a». ITyr, IN 16 FLaO§t MEIr\ `6' TYR 1� MAX ALLOYIAW du LM �-ury 1 I 1 1y 1. APPRgI� DE&Z Y MALL �T s• cLx FINEFIf 12- pl o 14 0 r •r AREA Y �• '" &w. NORIZ "iW. Tyrtl' M. Y 111111 SIR TABLE i I I nocilt Q / rom CONCRETE a\o _ LIM t\� LiP RA1T - EITAHSIVE EPFw 0'C FILL r R417• OWL A*W r+�r�ata©caeaeta � r3G�.9r�G'I� ril--.ri�a uc�ar , , rSG'!9 ri�'•9 f5G_"9 6Q9 FC%f I rs�rsr?*�r-sir-sue MNc D Twcl �s r eta TABLE B'ait•", WAREASE TO 4' FOR ..e ANSIVE WL 300K I-.6'i�L CONCRETE a\o _ LIM t\� LiP RA1T - EITAHSIVE EPFw 0'C FILL r R417• OWL A*W r+�r�ata©caeaeta � r3G�.9r�G'I� ril--.ri�a uc�ar , , rSG'!9 ri�'•9 f5G_"9 6Q9 FC%f I rs�rsr?*�r-sir-sue MNc D Twcl �s r eta TABLE B'ait•", WAREASE TO 4' FOR ..e ANSIVE WL 300K I-.6'i�L MNc D Twcl �s r eta TABLE B'ait•", WAREASE TO 4' FOR ..e ANSIVE WL 300K I-.6'i�L a<d VWills Y "MI 7+1 TY►. LAP s, �B„xs saoaeK+Slse. �+e ter. sell. LI SHT hl16HE DETAIL SKIMMER i LIGHT NIG+E DETAILS �� t�a-.-I�r�r�p o m e err aer�FF ta�7rfr-I rfTaasRm9-�aF,+Cm. �©�rr a•.•��.� ar•�wr� Re lJ-I1I®dryry�Q�`J�I �.: Y.�r {�I.J1 �I i.7 -ire■.®Q`e-i!A�AFr. A•-'711CJ fifIL�J'f F•ZU [iG_Ps�:�91r.�s i1➢�'°9C�1 c 5 IND DECK DETAIL - EXPANSIVE 1° s GDR. I T'rP. rTa4 (qNT, ! AM I-l4 C GOY. IJ AM �Cg1iY. 6• NIL TrP. Ste' r How= M W. 086- 0c. Tyr. Q' Y ~ /7. M n>., rm. IN 1z7cY. �� 6' T! aFS � slM r� CM rs� 6 � r31 1= �Ca5�FF 1���{IfR�ll���a E6}� G�"'�I ���•�1�z�rS�l �S f�'A �C!3•I /���•� f:�'=i [•J �-Y�liaL••e.�. yJ-�rl��i.r��: Jyw��rife-.•J•r�� M 6 fS "Si[S '.SiCFI aG".9Gif�CL�if� PrOAX IOI�Laaare"WMA 4a •• reRactR��!r�o=G=etaem® ll � a.A a.E.J} Rr�;rr� rY•_-.�r.�RL���T�l ir:�J®RQ 4'.L� rL�Jr4YJ ar��i'a �JF}C...1�:i RJa•�1�rr��IL�T]•�rr�.1G�.�� RJ�Lr.•�ry"yJ�[J ©=1110 •RI �arr�rwf Mrs- �11t�--- ®®IUMIR 4M ig G^'ill CC�"!aCRi7C�l�i'r•J CG©INC I6• TM MAL Pip. BEARa160 �ia><Arl BUILDINS %^O AREE DETAIL #C OROUT Al nI 7TT'. IR11'� B61JD [C/Vr �HL 71T. r y LAP SiBi IS iY!!S. C6• a• r Tw. "Mr.S mm sere rAt�we�' �� KALL THV,KN 6 a6 TAM Ia• MNc B- c4A + TRAICiTIOH� $KIMMEFZ DETAIL5 a4m BOIo � owt ALa M4 FM EMNSVE WL '>0'IR B11t TO LAP sci wNL RSP, rrAAID 1 la s• 6•TP. SW y Nowz.Imlr. MTyrla' oc, . Y=W. r SQ TABLL rer12' rx Tyt. IN POOL TIM r e r K40111 T*0169 .l S• Ca^ I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. aFS � slM r� CM rs� 6 � r31 1= �Ca5�FF 1���{IfR�ll���a E6}� G�"'�I ���•�1�z�rS�l �S f�'A �C!3•I /���•� f:�'=i [•J �-Y�liaL••e.�. yJ-�rl��i.r��: Jyw��rife-.•J•r�� M 6 fS "Si[S '.SiCFI aG".9Gif�CL�if� PrOAX IOI�Laaare"WMA 4a •• reRactR��!r�o=G=etaem® ll � a.A a.E.J} Rr�;rr� rY•_-.�r.�RL���T�l ir:�J®RQ 4'.L� rL�Jr4YJ ar��i'a �JF}C...1�:i RJa•�1�rr��IL�T]•�rr�.1G�.�� RJ�Lr.•�ry"yJ�[J ©=1110 •RI �arr�rwf Mrs- �11t�--- ®®IUMIR 4M ig G^'ill CC�"!aCRi7C�l�i'r•J CG©INC I6• TM MAL Pip. BEARa160 �ia><Arl BUILDINS %^O AREE DETAIL #C OROUT Al nI 7TT'. IR11'� B61JD [C/Vr �HL 71T. r y LAP SiBi IS iY!!S. C6• a• r Tw. "Mr.S mm sere rAt�we�' �� KALL THV,KN 6 a6 TAM Ia• MNc B- c4A + TRAICiTIOH� $KIMMEFZ DETAIL5 a4m BOIo � owt ALa M4 FM EMNSVE WL '>0'IR B11t TO LAP sci wNL RSP, rrAAID 1 la s• 6•TP. SW y Nowz.Imlr. MTyrla' oc, . Y=W. r SQ TABLL rer12' rx Tyt. IN POOL TIM r e r K40111 T*0169 .l S• Ca^ I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. PrOAX IOI�Laaare"WMA 4a •• reRactR��!r�o=G=etaem® ll � a.A a.E.J} Rr�;rr� rY•_-.�r.�RL���T�l ir:�J®RQ 4'.L� rL�Jr4YJ ar��i'a �JF}C...1�:i RJa•�1�rr��IL�T]•�rr�.1G�.�� RJ�Lr.•�ry"yJ�[J ©=1110 •RI �arr�rwf Mrs- �11t�--- ®®IUMIR 4M ig G^'ill CC�"!aCRi7C�l�i'r•J CG©INC I6• TM MAL Pip. BEARa160 �ia><Arl BUILDINS %^O AREE DETAIL #C OROUT Al nI 7TT'. IR11'� B61JD [C/Vr �HL 71T. r y LAP SiBi IS iY!!S. C6• a• r Tw. "Mr.S mm sere rAt�we�' �� KALL THV,KN 6 a6 TAM Ia• MNc B- c4A + TRAICiTIOH� $KIMMEFZ DETAIL5 a4m BOIo � owt ALa M4 FM EMNSVE WL '>0'IR B11t TO LAP sci wNL RSP, rrAAID 1 la s• 6•TP. SW y Nowz.Imlr. MTyrla' oc, . Y=W. r SQ TABLL rer12' rx Tyt. IN POOL TIM r e r K40111 T*0169 .l S• Ca^ I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. I6• TM MAL Pip. BEARa160 �ia><Arl BUILDINS %^O AREE DETAIL #C OROUT Al nI 7TT'. IR11'� B61JD [C/Vr �HL 71T. r y LAP SiBi IS iY!!S. C6• a• r Tw. "Mr.S mm sere rAt�we�' �� KALL THV,KN 6 a6 TAM Ia• MNc B- c4A + TRAICiTIOH� $KIMMEFZ DETAIL5 a4m BOIo � owt ALa M4 FM EMNSVE WL '>0'IR B11t TO LAP sci wNL RSP, rrAAID 1 la s• 6•TP. SW y Nowz.Imlr. MTyrla' oc, . Y=W. r SQ TABLL rer12' rx Tyt. IN POOL TIM r e r K40111 T*0169 .l S• Ca^ I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. sere rAt�we�' �� KALL THV,KN 6 a6 TAM Ia• MNc B- c4A + TRAICiTIOH� $KIMMEFZ DETAIL5 a4m BOIo � owt ALa M4 FM EMNSVE WL '>0'IR B11t TO LAP sci wNL RSP, rrAAID 1 la s• 6•TP. SW y Nowz.Imlr. MTyrla' oc, . Y=W. r SQ TABLL rer12' rx Tyt. IN POOL TIM r e r K40111 T*0169 .l S• Ca^ I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. I„rn�i�r;w,t� L ,YP• ux 5TANDARD I a a STORY RGsOBtr1AL OOIBIRU IrM W DWrJNS JOINT A"45T 5TRYCTLRESER DETAIL M. ' -• 9*'A DIVE SOIL 6- TYP. B'b• S• =Z.. 109.NP. �Jrlare TYP. Y Rcltt. � SEE TABLE q Per U' co 1'M4L k, TYr+• O PpOy, NHaAur6a r �7 mare WE" S• caR .. �' T'+'P•. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. Ls• MW. s• 4R T14YdTu�x TYP. f1 ccarr. l�RL I- pETAILS PG51ar1!R I.OR LEVEL SLirlJV.RaE ONLY. NIW' 04. $ WMAL 15161ICEVIV I0t71 rM rolt ANY S fflbcl Ee COHPI a NOT Drc,rxm IN THE TAW%. s. RAMP M. a BEM OETALE To BE V= �Y4Pr ON HdM FEROCTER LO..ATIONS NBC Violin eAlw 15 n ABOVL TTP10Ai 2-64 Caw Fl11145N Z"IkT1cH MM RES061" TO WATM U1i' "Sw Bate BEAR DErA IL lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. lL3C•3��i�i�SL•311:it7-C:]I.�7�7iw 4 U11231:;L�S.�F�f •. err�er�.�rl�x^�a SOBS toe CSC:7.%7[5G':9��6C^9nC=':'AIkSV75111G fSGT7i3 9 G"'9r its � =r rimdrsC72Ci�922 rSG_'."•9rS�'9[SiF'"9r3G"■.9rSG_'rSi6C"9Ci�"L9rIG":91':�7 i'a�G".r9�G�T'�iiY I�i�i'�G'_'!Si�1G.'•�Fii r�r Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. Gerleval Notes • a+s WHY. I. Normal pod Wall enorreenn j 15 WAINWE SOIL APP designed for use unth up to 2'-6' of BII ^ll^ and/or up to I b' abovegra Je xnth no soil support. Remainder ci the pod • / • WaA Is to be excavated in fir *� undisturbed sod or sod wtm i has been • carhrod at 90% Min. T" PETAL MAY BE bean"capaaly For dll sal 11 be Oi 91404-Lwe F=-* NOP ewalowe 1000 psi. muwaan. 4'-0' OlTiII, rLA VY'161tH afeC.'ATlJ! 61 NN, l } TwM 410'. SEE Ai'PLfOA9ES 2• PoOl radbs t6 B l to tlls A11sh L DCrAa.6 HBIMM depth myBs 9�i Par all wal of 41-6' depth d qWW. All Halle of s• cax 4 i' or fees Shall a amrla'rll. rar9us of I'-0'. TTT, PLDOR $. w1erl T"d Haw b 1 d�r�lca oxrmum or rd an pool O T1T, 6TC'a11Z P lTOF 6W.4Cp 6xcaods the Iatal wd table cor d wirs, a ISId�OStAtIG ro f Volvo s radturad h {ha Ieepest wn of �i trl6 p I. 4. Gorlb a to shall Yarlfy all We Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. Y• KH CLR 0d "M04" on Ella and kvdtkm angtT6pr shall b6 aarlellitad 3 SHAIIAW-ez DETAIL � 61 shu (dram a � 5. The pool deok and yard a surround hg Pool shall s away from the pools arp for 2-" IN BOND WAH TrP, 4Prxxay w• ad6ctVat6 swildco ruwrf. ADD 1 PM DraArnlvs soli TTrIOAL SPA OAM KILL 6. Sea atWJ%Dd plot phis TOY shap0• DAH Kul 9RA PM } " orld general spec IC1n of L7' MIH, S' Tyr, _ Ia ,. pool wtiera ��st9�eboard Is sou wd, w1-Tfr- i 8. R+e�xnalkdlY ploca c le shall 6' se Elrlsen EOro 4-V15 BaoEXTEDW +w ham a mlinki n wffpr6sshr alroro of INTOb• NN. ,� BOIs7 IBM EACH Ew" 5CE' ZWO pel of 28 days with lrlorP aim s• CILK s' C4.R than 4-V2 pa•ta sod to I� po^t cement s I r E"Ae��i rLAr slow �O r'4 trJ Vohmp wtlh 9 gallaB d per �' PLAY sack of carnulk 9. PrnpI ploeed to shall b6 -511111121 170w X daip 10 RRaaWomIrlg molst for 0*1111 lco0arm A9.TM eleCACN WAY Ik7r 7 M 01 artrs /{, A-615 grade 40 ba's Or ant STFMTUC LAP STm:w MIL ^' siocNFatton. II �,jl reti,lcrchg hors to IqA i h 40 bX dlamek ws at splke5, 0 ea mxk Paa4 raWor" as shorn on the clr whgs 515 11016 Nitwit k& be 6l+pporW H eLA:l1 i I mmw as to ew]11taH the proper 064- steel a'!d pAj'h. 12 Pool forleHg to by cars tod h b SPA DETAILS oecardalea w�h oil �I 13. System: shall have no. A 9o° elbows. Sala' MIN, EAOIm BEAM TO BB �"E:-'�' raR E wAe �- ,w I N.L .Ar 4U0 POLE. P�SOt All elbows shall be 9wa�p elbows. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. SOY. AVID r171aR 7O DBLYJNp. APPR0Vm5[N-ANT BCAD MINIMUM aB AWG 90UD COPPER M"t ATTACHING POOL 5Hn1 /3 BARS ® I2' O.G. EACH WAT STEEL GRID TO DECKING GRID $3 6'%G' I 1 GA .C. - WnrH APPROVED BONDING LUMFS PER CODE NOTES "0W<H9 CANTILEVER DETAIL ON LWANSIVE 601L � I. PROVE 10-MIN FOOT11p IB BAPS ® Iz• o.c, PACH wAT j AROIRL auniM FMKTM OR G'XG' IO GA. W.W.P. >b?i Buuj2'YTy 2. PROVIDE SWANSION JOINTS } a' NR� X-Gr TOW-L. c4riSs --•�t AT MAX 10'-0' 5PAGM6 AIO TKIK AT r.OR18t5, ALL . owns TO .c, AWA ]O• �A3L'1 • ..•.. 5000 C IB AWG BE °.FACED Wh'Fi APriPOVED solve COPPER SEALANT. FOR ENPAWVE - rr6N 501 WIRE ATTACHING S. PROVIDE }I!2' MIN, C.ONGICTE ADDS POOL 5HEU C/�j. /Y f•11,011D1 STEEL GRID TO w 1 f "EAR,AIILE VHM ALL ITQ'1;3 P[lPITO'Am DECKING GRID IV7 EH£70r9 IN DEM �� WTTH APPROVED V1• ArPRTA BONDING GLAM" 4. ALL VWrJMS r STIR1 TI. WALL9 sEALAIIT PER CODE O TO PBVMIFNi EP NT A V BOIL BEAM TO BE NOr/Ep MI J '$AQATED WITH A VI' AT BN61L TO AL.OH rOR MIN. JOINT Q ALART.APPKOm CLEM EXPI NSION JOINT. rINIK W- SEALANT, Z m v 6. NNIMUM 4�-0'DELKIN6 ARCAAD COPING DETAIL POOL EY41FT A5 PROJIDB7 POR BY 5FWFc NO-CeCr DETAIL HBPLIL 411 DECKING DETAILS 11 m ma C�'7�irL'PJe�,L'"JC1t2�7dLPl.'T..J�i �^iliL4,�743L'i'".7filr�']E� f3�� 65�'2;9 6G" "9rS�"'9 6Qe3CiL-",'3L rSt�Ilrs�iits®F� t3G�'r iSF� �rSF�Ci�rS�ri�rS�[S�C�➢ rs� �x�r�Ir rs�rsl�rsc� rs�url�l� �l rf"ii G.',r•S1i,7G'P�G➢i�4�i LT#i➢L��a�r��� CSG� iS�f S� ►:ice rS�6t�C�a1' ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA. ✓ V ' V - f ' p{IOFESe1pI,- �ftF E B7[P. 87LV�6i0 STAI CARD PLAN FOR 7 of RIVERSIDE GA.