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2012, 08-03 Permit App: BLD-2012-1324 PoolSpokane ,,;0 Walley - Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 i)ermitcenter@sl)okaneval.ley.org (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION Q ADDITION/ REMODEL ❑ ACCESSORY BUILDING ❑ DECK ❑ OTHER SITE ADDRESS: 20 / 3 Al. .4,&AQ y G A-'n� ASSESSORS PARCEL NO.: sro 93 , S-5-19- LEGAL DESCRIPTION: BUILDING OWNER NAME: 1)civNls B -r-,�i,�r�G� NAME: ��'?.IUI�{ S / �C` /V N- 1Cf1. �7"C/� f M I•(. I ADDRESS: ( 3 /�% ✓� &N1 CITY: STATE: zip: `-111 O PHONE: SOS %FAX: CELL: CONTACT NAME: �M �� %�A�C�/ 0 Q�GOp G PHONE: ��0 9 �Z �" �� b ]/ FAX:' ,`�O� / 'C� 610ELL: SV'l 'i3q— �J� CONTRACTOR NAME: [� ��Z jop-! MAILING ADDRESS: PO 8jhD CITY: Sone V4- A STATE: C/(/� zIP: 11 N L/ 01Y 7-i PHONE: SV gZ6 " (�r FAX: �� RZd yb� CELL: CONTRACTOR LICENSE NO.: EXPIRES: I (� �y CITY BUSINESS LICENSE NO.: DES5TBE THY SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ,o.. a 2 „ , ! <'_ .*-.-, . "4 ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: e TOTAL Dime `signs• No. of Stories: Total Habitable �C,3 Space: Main FlooLS9 FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: e tic: Sewer or Septic- TOTAL COST OF PROJECT: $ DISCLAIMER a.r The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is ►Onskcuclio�a ba.adGvelling, the dwQlling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance withi the City of Spokane Valley Development code. Referenced codes are available for review at the City of ftn� alley 0ermit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal, state or local lavG�. de Or ordinances. 6) Plans o additional information may be required to be submitted and subsequently approved before this application can be processed, c s `J Effective October 28, 2007 P:\Community Development\02 Administration\03 Forms - Offic App 10.28.07.doc L Page 1 of 2 Construction Permit Signature Date:1Z- Method of payment: ❑ Cash ❑ Check ❑ Visa ❑ Mastercard Bankcard #: EXP: VIN#: Authorized Sicinature: Effective October 28, 2007 Page 2 of 2 P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc OOOOF CITY OF Sp6koane ..;oOUa11eye Target Date sheet For City Use Only PLUS Project 2 Project Address V �, ��' . (! toZ V tj t 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. CD -003 V-7/ 06-21-11 Page 1 of 1 . om 1 © 691060616D51 :xy gigolos MS) 61066000N1Nver3 Vu0NedS entlI OHIO 3OO L eaWeS•vetlS-900d 9u!wwlo0 'DM'OIHOM 100d :eugslnv dr Ap"0"0 Wf LL/o 9 :091 9915101 rod haloidNO 1f10Atl1 311S lOOd ONIWW MS sing 9uwvn 91066 VM'S3XOVN33NO 3961 00960 N 6100 N3llIWlHO1S 03i1NN3f 451NN30 :90i IOOd 1011N301S30 Wwa eon x �` C Q. F (A PLANNING DEPT. APPROVED BY: DATE: ?lis/2o/2- 0 0 2 - // of v>2 ` (N 0v2% ) 03 n ... O- • I/ // // // // 1 // • / 1- / ,/ Q0 o / // / • 4 Z COU 5 o X Lu y. 3NIl 3ON3d / 1.12:13d 02:1d 1 Lor = 1�)371 3132"= 1' on 11"x17"Paper 0 SWIMMING POOL & SITE LAYOUT gni nnnnrni-r POOL LU IQ 114 Vrv-\U I LrrIVC GREENACRES, WASHINGTON 99216 YARD VIEW LU af r SP -0.4 2013 N GRADY LANE GREENACRES, WASHINGTON 99216 I DRIVE MAP �1j I SITE LOCATION MAP �2) COLORS: UNCOMMON ITEMS: JOB SPECIFIC NOTES: LINER PATTERN / MATERIAL: NO DIVING BOARD CITY OF SPOKANE VALLEY JURISDICTION LANCASHIRE ULTRAMAYD STRUCTURAL DRAWINGS REQUIRED T DEPTH POOL WITH LONGER SHALLOW END ANNUALLY - PREVIOUSLY SUBMITTED ON COCKLEY JOB IN MARCH 2012 AUTOMATIC COVER: STEEL STEPS - VINYL COVERED FOREST GREEN NO STRUCTURAL DRAWINGS REQUIRED UNDERDECK ENCAPSULATED TRACKS BASKETBALL AND VOLLEYBALL ANCHORS ON THIS JOB BASKETBALL IS JOINT USE WITH VOLLEYBALL ANCHOR DECKS: PENTAIR ULTRATEMP HEAT PUMP TO BE INSTALLED BY POOL WORLD NATURAL COLOR PENTAIR INTELLIFLO VS PUMP BROOM FINISH 576 SQ FT INCLUDED PENTAIR EASYTOUCH 4P PENTAIR SCREENLOGIC 2 PROTOCOL ADAPTER STEPS: WITH NETGEAR POWERLINE ETHERNET MODULES STEEL STEPS - VINYL COVERED AND WEATHERPROOF BOX COVER JOB SPECIFIC NOTES / COLORS / UNCOMMON ITEMS 1 Swiunary http://spokanecounty.org/pubpadal/ParcelSunumryaspx SC OKA��{ ;0� . Search Spokane County 1116 W. Broadway Spokane, WA 99260 Home > County Index > Parcel Information Search > Parcel Summary Search by Address Enter Address Or by Parcel Enter Parcel Number Advanced Search Sales Search Comparable Sales Help Summary Sketch Notices Maps Parcel Photos Seg / Merge Taxes Print Summary w/No Graphs All Data As Of: 08/09/2012 Parcel Number: 55083.5515 View Parcel M 5!SDA3.3 15 Spokane Cour Interactive Map axpayer/Name dress 1 dress 2 [City State p ountry OWNER INFORMATION Name/Address Change STUHLMILLER, DENNIS B & JENNIFER S 013 N GRADY LN REENACRES A 99016 Owner/Name dress 1 dress 2 ity tate p ountry dress Change STUHLMILLER, DENNIS B 8 JENNIFER S 013 N GRADY LN REENACRES A 9016 lQhngg 1_�. _ __ . TAXPAYER INFORMATION axpayer/Name dress 1 dress 2 [City State p ountry Name/Address Change STUHLMILLER, DENNIS B & JENNIFER S 013 N GRADY LN REENACRES A 99016 han e Form F rm SITE i ADDRESS INFORMATION Parce Site Address City Land Size Size Description Description ax Year ax Code Area Status Type Real 013 GRADY LN SPOKANE 11,371.00 quare Feet 11 Single Unit 2012 0144 Active Assessor i. of Name/Address Change STUHLMILLER, DENNIS B & JENNIFER S 013 N GRADY LN REENACRES A 99016 han e Form i ADDRESS INFORMATION Parce Site Address City Land Size Size Description Description ax Year ax Code Area Status Type Real 013 GRADY LN SPOKANE 11,371.00 quare Feet 11 Single Unit 2012 0144 Active Assessor i. of Description RIVERWALK 10TH ADDITION PUD LT 15 BLK 2 8/10/2012 4:56 PM ( WI,s,-."7 P. ary..7 ndi ',lam '°A4 pod - (W°_,' 6996 -9Z6 (60S) :xe/ 99599[6Ins) 91.066 u016u111ceM'aue,ed0 ens anSe,dS 3 60001 a,JMOS-SVdS• 6I00d 6u!WWWS '061'01HOM 100d su0lelna d1:Ap pa5p.4. W0 :A0 ume, Zl/01,/B :fled 891,9101 -0u 10e10id 1(lOAV1 LIS IOOd ONIWWIMS 91068 VM .S3NOVN33219 9t1 AOVN0 N 0900 2131111Y1HO19 HO4INN31' 9 SINN30 :u0d 100d 1V11N301S. 201- PLANNING DEPT. APPROVED BY: DATE: ?/l5/20l2— .NN, 0\N ) o- 62-j/ LJ w >-' as 4� 7 0 w \ 0� -\ ' Q�OQGe. ; °• I° (qz 0 z PO COLU W oe OM IFIMI-MNIP 3NI1 3ON3d / .1D:J3dOad P`LE F-1 ;I IT CE r\IT 371 = 1' on 11" x 17" Paper 00 0) 0 DRAWING INDEX GENERAL: DENNIS &JENNIFER STUHLMILLER TITLE SPo.O GENERAL NOTE PON L SYMBOLS ABBREV ATIONS SPO, GENERAL SHE NFORMA NON/LOCATION SP0.2 GENERAL NOIESI COLORS SPU.3 YARD LAYOUT SP04 SWIMMING POOL & YARD LAYOUT SP0.5 RESIDENTIAL SWIMMING POOL LAYOUT SW MMNG POOL LAYOUT SPI O SWIMMING POOL SECTION SP1.1 MECHANICAL'. PLAN SET POOL EOUPMENT ROOM PLAN SP2.0 SW MMNGPOOL PFING STANDARD PLAN SP21 ELECTRICAL: POOL ELECTRICAL STANDARDSP POOL ELECTRICAL PLAN /DETAILSILS - HI MIGH VOLTAGE SP - PROJECT ARCHITECT: man f <h` GENERAL CONTRACTOR: OWNER: POOL DESIGN: Tim P. Tadlock POOL STRUCTURAL ENGINEER: Pool World, Inc. DENNIS & JENNIFER STUHLMILLER © 13524 E Sprague 2013 N GRADY LANE Spokane, Washington 99216 GREENACRES, WASHINGTON 99016 Pool WormPhone-(509)928-6585 Fax -(509)928-9469 f-6,Sp,4S` 7emdA "'' timtcDpoolwodd.biz GENERAL REFERENCE SYMBOLS GENERAL LINE TYPES POOL FITTING SYMBOLS ELECTRICAL ABBREVIATIONS & SYMBOLS REVISION CLOUD BREAKLINE O JUNCTION BOX K RETURN INLET FITTING REVISION REFERENCE SWIMMING POOL JUNCTION BOX HIDDEN LINE SEE DETAIL 6, 8 / SP4.0, 51 SP4.1 Q FLOOR INLET FITTING Qys DUPLEX RECEPTACLE SOLID LINE OUTSIDE LINE { H YYYY VACUUM FITTING DOUBLE DUPLEX RECEPTACLE SECTION CENTER LINE IN MAIN DRAIN SUCTION KEY OPERATED TOGGLE SWITCH g/ MANUAL MOTOR STARTER HP RATED c SP12 u SKIMMER NON FUSED DISCONNECT SWITCH Ol HORSE POWER RATED ■ O NORTH ARROW �/ EQUALIZER of COMBINATION MAGNETIC STARTER AND NON FUSED DISCONNECT SWITCH HOMERUN TO PANEL UNLESS qe DETAIL REFERENCE GENERAL REFERENCE SYMBOLS in AUTO FILL / SENSOR OTHERWISE NOTED — CONDUIT EXPOSED ,Ili -- CONDUIT UNDER GROUND AND UNDERWATER LIGHT Level ELEVATION REFERENCE ® RELAY ENCLOSURE Elegy Q LIFT ANCHOR SOCKET WP WEATHER PROOF O VALVE TAG REFERENCE @ AT CIRCUIT BREAKER P-� PUMP TAG REFERENCE -� NORMALLY OPEN CONTACT DIAMETER -+f NORMALLY CLOSED CONTACT EQUIPMENT REFERENCE O -clF FUSE THERMAL DIRECTION OF FLOW # NUMBER OVERLOAD �In• GROUND TO EARTH FLOW METER (� MOTOR M IL CENTERLINE Q COIL Alm ACID INJECTION POINT I= EQUIPMENT +/ UTILITY METER PLUS OR MINUS CHLORINE INJECTION POINT TRANSFORMER LIGHT OPIPE SECTION � UNDERWATER LIGHT GENERAL DEFINITIONS, SYMBOLS & ABBREVIATIONS 1 0 i- 8' INLET 8' 8' SKIMMER VOLLEYBALL o ANCHOR POLARIS SKIMMER T- STEP STEEL STEPS WITH VINYL OVER STEEL 42" PANEL DEPTH 40" POOL CRETE / LINER INLET IN -WALL STEPS A VOLLEYBALL BASKETBALL ANCHORS 4 Q (JOINT USE WITH ANCHOR .{ V -s vz^ VOLLEYBALL) q 2' 5' �+ 8' 6' 8' POOL BOTTOM OVERALL 36'-0"f SWIMMING POOL LAYOUT INLET 7' EQUIPMENT F. of En o 7fl 0 a 5 LED O Q UNDERWATER � O LIGHT m O .. 7' PANEL I LINER O DEPTH r 8' 8' SKIMMER VOLLEYBALL o ANCHOR POLARIS SKIMMER T- STEP STEEL STEPS WITH VINYL OVER STEEL 42" PANEL DEPTH 40" POOL CRETE / LINER INLET IN -WALL STEPS A VOLLEYBALL BASKETBALL ANCHORS 4 Q (JOINT USE WITH ANCHOR .{ V -s vz^ VOLLEYBALL) q 2' 5' �+ 8' 6' 8' POOL BOTTOM OVERALL 36'-0"f SWIMMING POOL LAYOUT INLET 7' EQUIPMENT F. of En o 7fl 0 a 5 J O Q H � O w 0 m O O O a Scale. 114" = 1' on 11" x 17" Paper 1 SP -1.0 TOP OF PANEL 4'-0" 6-0" 36'-6., 4'-0" 1 MI, 4'-0" Scale: 1/4" = 1' on 11" x 77" Paper SWIMMING POOL SECTIONS 1 Pentair Screenlogic Netgear Powerline Ethernet Double Gang Outlet with Weatherproof Cover GARAGE WALL Summary of Pool Equipment: Pentair Variable Speed Pump 3 hp - 01-1018 Pentair Tagelus TA100D Sand Filter 14-5240 Pentair Heat Pump model 120 - 46-0933 Almond Pentair Easy Touch 4P - 52-0591 Pentair ScreenLogic2 Interface - 52-0500 with Netgear Powerline Ethernet modules Frog Mineral Feeder EQUIPMENT ROOM LAYOUT & PIPING SCHEMATIC Pentair Screenlogic Protocol Adapter Mount inside Low Voltage Section of Easy Touch Panel EasyTouch 4P Pool Controller POOLLOCATED O C Cn m Scale: 314" = P-0" POOL PIPING 1.5" NOTE' THIS DRAWING IS MEANT TO SHOW THE PIPING IN DIAGRAMAHC FORM. THE ACTUAL LOCATION OF THE PIPES WILL BE INSTALLED IN THE FIELD IN AN EFFICIENT MANNER CLOSE TO THE POOL. 2.0" RETURNS 2.0" MAIN DRAINS 1.5' POOL CLEANER 2.0" SKIMMER Scale: 3/32" = Pon 11" x 1T Paper I SWIMMING POOL PIPING LAYOUT 01 HIGIi VOLTAGE WIRING 220 2,0 S Mom Pinel el Pad SIIIvsnel DlseOMPCI PENTAIR EASY TOUCH 4P CONTROLLER CLEANER VALVE OPERATOR ILII lam NI AUTO COVER, 15 AMP, 120V PUT COVER SWITCH IN AUTO COVER OWNER DECIDED SWITCH LOCATION LOCATION UMW LIGHT, GFCI, 15 AMP, 120V WIRING PER NEC SECTION 680 OUTLET. 15 MMP, 120V PUMP HOUSE OUTLET. 15 AMP, 120V ULTRATEMP HEAT PUMP 50 AMP, 230V PUMP POWER SUPPLY 3 HP VARIABLE SPEED MOTOR 240V ONLY -1.5 HP AND LARGER OUTLET TO BE 10' FROM POOL BUT NO MORE THAN 20' FROM POOL BE SURE TO BOND ALL EQUIPMENT, POOL WALLS, DECK REBAR. INSTALL 3' EQUIPOTENTIAL BONDING GRID AROUND POOL e 0 WIRING SCHEMATIC CITY COPY . COPPER 41t BONDING WIRE BRONZE NOTES; 1 RUN IT DIAMETER SGMEQULE60 PVC CONDUIT FROM LIGHT TO "J'BOX AT DECK THEN TO BLANK FACE G.F.C.I. DEVICE WHEN SHOWN 2, BOND NICHE INTERNALLY TO'J-BOX WITH 08 INSULATED COPPER WIRE PER N E C. SECTION 080. 3. BOND NICHE EXTERNALLY TO REHM WITH SB CONTINUOUS SOLID COPPER BARE WIRE PER N.E.C. SECTION 680, 4. LIGHT CORD MAXIMUM LENGTH SHALL BE 150'-0-, 5. MAXIMUM NUMBER OF 90 DEGREE BENDS IN CONDUIT IS 4- 6, CORD WRAP TO FACILITATE BULB CHANGE OUT ON DECK CORD MUST BF 1 ONG ENOUGH 50 LIGHT FIXTURE CAN BE PLACED ON DECK 1 FEET FROM EDGE. SEE DETAJL 21 SPo.1. ]. U.L. APPROVED WET NICHE UNDERWATER LIGHT WITH DRAINAGE HOLES IN FACE OF RING OF LIGHT. INSTILL.° W ACCORDANCE WITH N.E.C. ARTICLE 6IIJ-20, 0. PROVIDE AN APPROVED PORING COMPOUND IN THE FORMING SHELL 9. PROVIDE A STRAIN RELIEF AT SWIMMING POOL JUNCTION BOX FOR UNDERWATER LIGHT FIXTURE CORD. 10. COORDINATE POOL LIGHT JUNCTION BOX LOCATIONS WITH POOL CONTRACTOR, OWNER AND ELECTRICAL CONTRACTOR, . \ J v �. .. .......e v O 0 0 PRESSURE � CONNECTOR III `/ •� , LISTED •AI„IIIIIII\ BROrvZE 1''I.//■► REBAft �' V 1 7;�� •� OTE. SOME URISOICTIONS REQUIRE ACORN STYLE BONDING CLAMP /)� BONDING _` III CLAMP V.,,I��I ILII J -!�. . */k, COPPER BONDING WIRE i 1 I I— H PENTAIR SINGLE CONDUIT - UL LISTED UNDERWATER LIGHT JUNCTION BOX 3 - 10 CONDUITS - MODEL 783100 3/4" X 1"X 34« CONDUITS - MODEL ]8310] IN PUMP ROOM BONDING DETAIL O UNDERWATER LIGHT JUNCTION BOX - 1 FIXTURE O UNDERWATER LIGHT INSTALLATION NOTES NTS N S Nis _ U.L. APPROVED SWIMMING POOL ELECTRICAL DECK JUNCTION BOX PENTAIR (AMERICAN N ]83102 WITH STRAIN RELIEF SIDE ! RV TOP BOTTOM ` w �• e` 1 ALL CONDUIT SHALL BE NONMETALLIC WHERE ENCASED IN CONCRETE AND GALVANIZED STEEL ABOVE GROUND. WIRE SHPLL HAVE TMHN INSULATION THE ELECTRICAL INSTALLATION SHALL COMITY WRH THE APPROPRIATE ARTICLES OF THF Att Ng1pNPL AND LOCAL JURISDICTION HAVING AurHow r ssn. 3LE�L GROUCTRICAL NDING NDING I BONDING SHALL COMPLY W RH THE NATIONAL - AR TICE 4. GROUND AND BOND: METAL PARTS AND EQUIPMENT IREBATI. C EATS. ETC.( IN AND ADJACENT TO 1µ0700l WRH BARE COPPER WIRE PER NEC ARTICLE 680-12 BONDING SHALL BE INSPECTED AND 5. PRIOR To ENCASING REBAR OR ANY METAL PART IN CONCRETE. BONDING r, BY THE LOCA ELECTRICA INSPECTOR. ACOPY OF THE INSPECTION REPORT SHALL BE FORWARDED TO THE GENERAL CONTRACTOR AND POOL CONTRACTOR 6, GROUND AND BOND REPAR AND METAL PMTS IN THE POOL EQUIPMENT ROOM ANO PUMP PR IN ACCORDANCE WRH NOTES Z. 3, 4.86 ABOVE. 3. GROUND AND BOND EACH FENCE POST IN ACCORDANCE WRH NOTES 2 3, J, A 5 ABOVE. B THE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SHOW ALL THE DETAILS OR LOCATIONS THAT MAY APPLY. 9 ALL ELECTRICAL EQUIPMENT FURNISHED IN THE POOL EQUIPMENT ROOM AND ANY CHEMICAL STORAGE ROOMISI SHALL BE RESISTANT TO POOL CHEMICALS 10. ELECTRICAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 16^ FLEXIBLE CONDUIT AT EVERY CONNEC II'.N 10 PUMP MOTORS. FLEXIBLE CONDUIT IS REQUIRED FOR FUTURE MOTOR RENO\'AL, 11. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF FL4FRGW FE,3 SI Ill SIGN I SWITCH WITH OWNER 12. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL APIIONEDATA JACK NEAR THE CHEMICAL LL CONTROLLER. COORDINATE INSTALLATION / CONNECTION WITH OWNER ANTE TELLPIIONE COMPANY. 13. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL At L NECESSARY ELECTRICAL CONDUIT AND WIRE AS REQUIRED TO COMPLETE THE POOL CIIEM0AL CONTROLLER SYS/LAA. COORDINATE INSTALLATION CONNECTIONS WITH THE POOL CONTRACTOR TO INTERLOCK THE CON !ROLLER WITH HIT E E, 1 IL 1.110N PUMPS. 4. ELECTRIC. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH THE I.T.LWO TRACTORS I TRADES PRIOR TO BEGINNING OF CONSTHUCIION. L0.11: i STIOWN ANE DIAGRAMMATIC ONLY, ACTUK LOCATION MAY VARY. 15. INSTALL EOVIPOTENTVL BONDING GRID PER NEC SECTION 680. IJ -LI .11�2 w`^ LI ir CONDUIT PROVIDE COVERAGE STAINLESS STEEL HITCH WITH NO LFAI(FLANGE WIRE T. J 6 MIN, CONCRETE AT NRCµ UNDERWATER LIGHT AND 11 HOLES "I `� WATERLINE TO CENTER OF LIGAN IN WALL THER TVYO F UL LI CONDNT UNDERW IG JUNCTION B y4• CONDUIT JB ]510 Z - 1" CONDUIT Pill 1 THERMOCRAFT WALL BRACKET * MP -00254 1 LL POOL' UNDE�i TER LIGHT 2 UNDERWATER LIGHT JUNCTION BOX - 2 FIXTURES O r a.; NTS • I"1,1 U.L. APPROVED SW1504-0 PO, ELECTRIC. DECK AN.. BOX 0003 MANN I®IERN � � 3184, OF COREY ��� w•q� • T +- ?, rf ., T ....' 4 T=1:: \� l \1 T COBE FEaMBOTOED R� TO O FEBNET PROW. r GY RD AT NGE NOT.:HGHTNL� 2. UGHT NOE 5 OREM.° 5 BON, Ert EL.TDCAL IsIN cn Br �w� :,YIrv.TOalry[:1xJn mMO 1 HOW pR¢R r M T F MOLL BE CFO PROTECTED IL II 11' O_ PER _ N N �I TGN HT POOL LIGHT qE 0E0BEO CALL 2 WORKING DAYS BEFORE YOU DIG CONSULT LOCAL DIRECTORY - 509-456-8000 PLL UNDERGROUND UTILITIES AND STRUCTURES ARE NOT SHOWN. LOCAL IONS OF THOSE SHOWN ARE APPROXIMATE THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY BOTH UNDERGROUND AND ABOVE GROUND EXISTING CONDITIONS. NOTIFY NE FOR RESOLUTION AND INNS MINOR CHMIGLS 10 NEW CONSTRUCTION Al NO COST TO OWNER. C O NTS POOL / SPA LIGHT INSTALLATION O GENERAL ELECTRICAL NOTES O NTS NTS ELECTRICAL DETAILS ffi STuF0 MILL RS*. VETTEDEPPEDET SP -4 0 APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS (The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.) SECTION AG101 GENERAL AG101.1 General. The provisions of this appendix shall con- trol the design and construction of swimming pools, spas and hot tubs installed in or on the lot of a one- or two-family dwell- ing. AG101.2 Pools in flood hazard areas. Pools that are located in flood hazard areas established by Table R301.2(1), includ- ing above -ground pools, on -ground pools and in -ground pools that involve placement of fill, shall comply with Sections AG101.2.1 or AG101.2.2. Exception: Pools located in riverine flood hazard areas which are outside of designated floodways. AG101.2.1 Pools located in designated floodways. Where pools are located in designated floodways, documentation shall be submitted to the building official, which demon- strates that the construction of the pool will not increase the design flood elevation at any point within the jurisdiction. AG101.2.2 Pools located where floodways have not been designated. Where pools are located where design flood elevations are specified but floodways have not been desig- nated, the applicant shall provide a floodway analysis that demonstrates that the proposed pool will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdiction. SECTION AG102 DEFINITIONS AG102.1 General. For the purposes of these requirements, the terms used shall be defined as follows and as set forth in Chap- ter 2. ABOVE-GROUND/ON-GROUND POOL. See "Swim- ming Pool." BARRIER. A fence, wall, building wall or combination thereof which completely surrounds the swimming pool and obstructs access to the swimming pool. HOT TUB. See "Swimming pool. - IN -GROUND POOL. See "Swimming pool.,, RESIDENTIAL. That which is situated on the premises of a detached one- or two-family dwelling or a one -family town- house not more than three stories in height. SPA, NONPORTABLE. See "Swimming pool." SPA, PORTABLE. A nonpermanent structure intended for recreational bathing, in which all controls, water -heating and water -circulating equipment are an integral part of the product. SWIMMING POOL. Any structure intended for swimming or recreational bathing that contains water over 24 inches (6 10 2009 INTERNATIONAL RESIDENTIAL CODE® mm) deep. This includes in -ground, above -ground and on -ground swimming pools, hot tubs and spas. SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a structure and surrounded on all four sides by the walls of the enclosing structure. SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool. SECTION AG 103 SWIMMING POOLS AG103.1 In -ground pools. In -ground pools shall be designed and constructed in conformance with ANSI/NSPI-5 as listed in Section AG108. AG103.2 Above -ground and on -ground pools. Above- ground and on -ground pools shall be designed and constructed in conformance with ANSI/NSPI-4 as listed in Section AG108. AG103.3 Pools in flood hazard areas. In flood hazard areas established by Table R301.2(1), pools in coastal high hazard areas shall be designed and constructed in conformance with ASCE 24. SECTION AG104 SPAS AND HOT TUBS AG104.1 Permanently installed spas and hot tubs. Perma- nently installed spas and hot tubs shall be designed and con- structed in conformance with ANSI/NSPI-3 as listed in Section AG108. AG104.2 Portable spas and hot tubs. Portable spas and hot tubs shall be designed and constructed in conformance with ANSI/NSPI-6 as listed in Section AG108. SECTION AG105 BARRIER REQUIREMENTS AG105.1 Application. The provisions of this chapter shall control the design of barriers for residential swimming pools, spas and hot tubs. These design controls are intended to pro- vide protection against potential drownings and near - drownings by restricting access to swimming pools, spas and hot tubs. AG105.2 Outdoor swimming pool. An outdoor swimming pool, including an in -ground, above -ground or on -ground pool, hot tub or spa shall be surrounded by a barrier which shall comply with the following: 1. The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maxi- mum vertical clearance between grade and the bottom of 791 APPENDIX G the barrier shall be 2 inches (51 mm) measured on the side of the barrier which faces away from the swimming pool. Where the top of the pool structure is above grade, such as an above -ground pool, the barrier may be at ground level, such as the pool structure, or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches (102 mm). 2. Openings in the barrier shall not allow passage of a 4 -inch -diameter (102 mm) sphere. 3. Solid barriers which do not have openings, such as a masonry or stone wall, shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. 4. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the hori- zontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical mem- bers shall not exceed 13/4 inches (44 mm) in width. Where there are decorative cutouts within vertical mem- bers, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the hori- zontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 6. Maximum mesh size for chain link fences shall be a 21/4 -inch (57 mm) square unless the fence has slats fas- tened at the top or the bottom which reduce the openings to not more than 13/4 inches (44 mm). 7. Where the barrier is composed of diagonal members, such as a lattice fence, the maximum opening formed by the diagonal members shall not be more than 13/4 inches (44 mm). 8. Access gates shall comply with the requirements of Sec- tion AG105.2, Items 1 through 7, and shall be equipped to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and shall be self-closing and have a self -latching device. Gates other than pedestrian access gates shall have a self -latching device. Where the release mechanism of the self -latch- ing device is located less than 54 inches (1372 mm) from the bottom of the gate, the release mechanism and open- ings shall comply with the following: 8.1. The release mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate; and 8.2. The gate and barrier shall have no opening larger than 1/2 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. 9. Where a wall of a dwelling serves as part of the barrier, one of the following conditions shall be met: 9.1. The pool shall be equipped with a powered safety cover in compliance with ASTM F 1346; or 9.2. Doors with direct access to the pool through that wall shall be equipped with an alarm which pro- duces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 nun) above the threshold of the door; or 9.3. Other means of protection, such as self-closing doors with self -latching devices, which are approved by the governing body, shall be accept- able as long as the degree of protection afforded is not less than the protection afforded by Item 9.1 or 9.2 described above. 10. Where an above -ground pool structure is used as a bar- rier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps: 10.1. The ladder or steps shall be capable of being secured, locked or removed to prevent access; or 10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Sec- tion AG105.2, Items 1 through 9. When the lad- der or steps are secured, locked or removed, any opening created shall not allow the passage of a 4 -inch -diameter (102 mm) sphere. AG105.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Section AG105.2, Item 9. AG105.4 Prohibited locations. Barriers shall be located to prohibit permanent structures, equipment or similar objects from being used to climb them. AG105.5 Barrier exceptions. Spas or hot tubs with a safety cover which complies with ASTM F 1346, as listed in Section AG107, shall be exempt from the provisions of this appendix. SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS AG106.1 General. Suction outlets shall be designed and I installed in accordance with ANSUAPSP-7. I' 792 2009 INTERNATIONAL RESIDENTIAL CODE® ) ;.. U) •