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HomeMy WebLinkAbout1088 LAGUNA DR; ; CB151575; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-24-2015 Mi'Scellaneous Permit Permit No: CB151575 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1088 LAGUNA DR CBAD MISC Subtype: OTHER Status: Pi;ircel No: 1552721900 Lot#: 0 Applied: Valuation: $0.00 Entered By: Reference #: Plan Approved: PC#: Issued: Inspect Area: Project Title: ELMCROFT LAS VILLAS SENIOR LIV REPLACE DISABLED LIFT AT POOL SIDE-WI NEW LIFT Applicant: JESSICA NAVARRO 801 GABLE WY EL CAJON CA 92020 619 593-8880 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES Total Fee.s: $165.00 PLNCK FEE INSPECTION Owner: VS C RE HOLDINGS LL C C/O SENIOR CARE INC 9510 ORMSBY STATION RD #101 LOUISVILLE KY 40223 Total Payments To Datf:l: $165.00 Balance Due: ISSUED 05/22/2015 RMA 08/24/2015 08/24/2015 $100.00 $65.00 $0.00 $165.00 Inspector: FINAV::PB.~VAL Date: )-o I -J Clearance: ---------- $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reseNatidns, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forthJn Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section-3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHERNOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or-other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which u have revi sl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. ) !HE FOLLOWING APPROVALS REQUIRED_PRIOR TO PERMIT ISSUANCE: OPLANNING OENGINEERIN_G CCityof Carlsbad JOB ADDRESS CT/PROJECT # Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760~602-2719 Fax:: 760°602-8558 email: building@carlsbadca.gov www.carlsb_adca.gov . SUITE#/SPACE#/UNIT PHASE# # OF UNITS # BEDROOMS # BATHROOMS DESCRIPTION OF WORK: Include Square f~et gf Affl!§!~li Area(s) . _I, ... sr'f.li\ 'Sl2 $M,+"f~-'~$J; ";Pi<!J.-~ Liff" ~ t¼d-6DJJ OBUILDING OFIRE Plan Check No. Est. Value Plan Ck. Deposit SWPPP OCC.GROUP {lllJ EXISTING USE PROPOSED USE GARAGE (SF) AIR CONDITIONING FIRE SPRINKLERS APPLICANT NA!','I~ Primary Contact ADDRESS-~Or CITY . . e.J c.o,f, CITY PHONE Ety1AIL z1p C}'UYZ-o • FAX tJ. rJ"e,rreM,H;\a l , C o·l,,I STATE ZIP FAX STATE LIC. # YEsONoD YESONoO ZIP q7oot3 ZIPq zozo (Sec. 7031.5-Business and Professio~ Code: Any-City or County which-requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant foniuch permit to-file a-signed statement tnat he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exehlpt therefrom, and the basis for the alleged exem·pt1on. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty _of hot_ me>rl? than five hundred _dollars ($500)). · _ --~~~~~~~ _i3®~ W~rkers' Compensation Declaration: I hereby affirm under penalty of perjury one of:the followinii declarations: D I have and will malnt~ln a certificate of consent to self-insure for ~rkers' compensation as provided by Section 370Q of the Labor Code, for the performance of the work for which this permit is issued. ,.,-Ef I have and will ma_intaln wor, ers' _compenutlon~ requ~ed by Se~tion 3700 of the Labor Code, for the performance of !e work :or which this permit is issued. My workers' compensation inswance carrier and policy number are: Insurance.Co. I 'h ,~ l,...,.f>, , .. -:.forJ .N lit' Policy No. 4So_:::.-6-'t1 Expiration Date tz.(.11/76 JJ This section need not be completed ff the permit is for one hundred dollars ($100) or less. · 0 Certificate of Exemption: Lcertify that in the performance of the work for which this permit is-issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of ,California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars {&100,000), In addition to the cost of compensation, damages as provided for In Sectlon·3706 cif the Labor code, Interest and-attorney's fees. ~ coNrRAcroRs1GNAruRe [jAGENT DATE 0.:5 "2.ct':r I hereby affirm that I am exempt from Contractoi"s License Law for the following reason: 0 D D I, as·owner of the property or my employees with wages 8$ their sole co·mpensation, will do the work and the structure is not intended or offered for sale {Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an 9wner of property who builds or improves thereon,_ and who does such ,work himself or through his own employees, provided that such 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 6f proving that he 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 Contractor's License Law does not apply to an owner of property _who builds or Improves thereon, and contracts for such projecls with contractor{s)'licensed pursuant to the Contractor's License Law). I-am exempt under Section ____ Business and Professions Code for mis reason: . 1. !·personally plan to provide the major labor and materials for construction of the proposed property'improvement. t]Yes 0No 2. I {have/ have not) signed an application for a building permit for the proposed work. • • 3. I have contracted with the following person (firm) to provide the proposed construction {include name address/ phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name I address I phone/ contractors' license number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated {include name I address I phone I type of work): RS PROPERTY OWflER SIGNATURE 0AGENT DATE / '-,;.,,· J ..._, ' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the PresleY,-Tanner H¥ardous Substance Account Act? Yes No ·is the applicant or future building occupant required to obtain a penmit from the air pollution control district or.air quality management district? Yes .No Is tne facility to be constructed within 1,000 feet of the outer boundary of a school site? -Yes ·No IF ANY dF THE ANSWERS'ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. -, I hereby affirm th·at there is a construction lending agency for \he performance of ih~ work this permit is issued (Sec. 3.097 (i) Civil Code). Lender's Name Lender's Address • ' ". ~ ,,, V •• ,,,, ' ._ .. ':-'.; . I certify that! have ~d the application and state that the above lnfonnat!on Is correct and that the lnfonnation on the plans ls·accwate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize ~presentative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WlrilCH MAY IN ANY WAY ACCRU~ AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PERMIT. O_SHA: M OSHA pennit is required for ex~vatlons over 5;0, deep and demolition .or construction of structures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limftation and become null and void if the building or oorl< authorized by such pennit is not commenced 'Mlhin 180 days from the dalEl of such permit or if the building or oorl< authorized by s_uch permit is suspended or abandoned at any time after the oorl< is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code) . .J!S' APPLICANT'S SIGNATURE DATE C-<5" -z:;z_ '2o / $"' • ·-.. · .. ··· STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE . . Complete the following ONLY if a Certificate of Occu·pancy will be requested at fin~I inspection. CERTIFICATE OF OCCUPANCY fCommercial Projects Only J Fax (760) 602-8560, Email ouilding@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. I CO#: (Office Use Only) CONTACT NAME -OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY ' STATE ZIP CITY STATE ZIP Carlsbad, CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTiONS .- PICK UP: CONTACT (Ll~ted above) OCCUPANT (Listed.above) CONTRACTOR (On Pg, 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ .FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION -- Af APPLICANT'S SIGNATURE 'DATE .. Inspection List Permit#: CB151575 Type: MISC ~---Inspection Item ____ _ 09/28/2015 19 Final Structural 09/28/2015 59 Final Pool 09/23/2015 11 Ftg/Foundation/Piers 09/23/~015 51 Excav/Steel/Bonding/Fence 09/18/2015 51 Excav/Steel/Bonding/Fence 09/18/2015 51 Excav/Steel/Bonding/Fence 09/17/2015 11 Ftg/Foundation/Piers 09/17/2015 51 Excav/Steel/Bonding/Fence 09/16/2015 11 Ftg/Foundation/Piers 09/15/2015 51 Excav/Steel/Bonding/Fence Tuesday, September 29, 2015 OTHER lns_e~ctor Act PD AP RI PD AP RI RI PY co PD co . RI PD co PD co .ELMCROFT LAS VILLAS SENIOR LIV REPLACE DISABLED LIFT AT POOL SIDE Comments · PM PLEASE Page 1 of 1 EsGil Corporation In (l'artnersliip witli government for <BuiCaing Safety DATE: 8/19/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-1575 SET: II ~ ~LICANT _}YJURIS. CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 1088 Laguna Dr. PROJECT NAME: Disabled Access Pool Lift D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: REMARKS: A The notes clouded in red on the approved plans from Esgil must be made to the city set of plans to make a 2nd set of approved plans. B. The specifications for the lift attached to the City set of plans must be attached to the latest City set of plans to make a complete 2nd set of approved plans. By: Chuck Mendenhall EsGil Corporation D GA D EJ D MB D PC Enclosures: 8/13/15 ' t ,, Carlsbad 15-1575 6/1/15 EsGil Corporation In <Partnersliip witli qqvernment for (JJuiftfing Safety DATE: 6/1/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-1575 PROJECT ADDRESS: 1088 Laguna Dr. PROJECT NAME: Disabled Access Pool Lift SET: I D ,bPPLICANT ....e:r-JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the'jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until co.rrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Jessica Ndvarro e-mail D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jessica Novarro Telephone#: (619) 593-8880 _ ~ate contacted:\?> ( ( (by:~ Email: jessican@gardnerrremodel.com 't;Mail Telephone Fax In Person D, REMARKS: By: Chuck Mendenhall EsGil Corporation D GA D EJ D MB D PC Enclosures: 5/26/15 . I -j Carlsbad 15-1575 6/1/15 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbac;:I, CA 92008, (760) 602-2700. The City will route the plans to E$Gil Corporation and the Carlsbad Planning, Engineering and Fire Departments. · 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for · routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Include on the plans a note that the lift support must be bonded to the pool steel bond grid. CEC Section 680.26. 2. The structural support for the lift for embedment in concrete must be stamped and signed by a Calif. licensed engineer or architect for compliance with the structural requirements of the building code. 3. Note on the pool site plan that the lift must be located where the depth of the pool water is 36" min and max 48" depth. CBC Section 11B-1009.2.1. 4. Note on the plans that Health Dept approval is required for modification of the public pool. END OF CODE REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted witti Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. 'r • . 116 Carlsbad 15-1575 6/1/15 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 1088 Laguna Dr. BUILDING OCCUPANCY: .R-2 PLAN CHECK NO.: 15-1575 DATE: 6/1/15 BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Ju_risdiction Code #N/A Bldg. Permit Fee by Ordinance ..,. Plan Check Fee by Ordinance ..,. Type of Review: D Complete Review D Structural Only 0Repetitive Fee · ..,. R~peats • Based on hourly rate D Other EJ. Hourly EsGil Fee Comments: N/ A in addition to 'the. ~b-Ov~ .fe~·, ·:~n;.,~dditional: f~e of.$ $· · ... /hr:) toi the: Cal~reen revi~W-·· · .. · ·· · · · · · is due ( $86.001 hour·@ Sheet 1 of 1 macvalue.doc + ~ "",. LaiVmas De Carlsbad 1088 Laguna Drive Carlsbad, CA 92008 760-434-7116 Existing Skimmer Gardner Outdoor and Pool Remodeling 801 Gable Way El Cajon, CA 92020 619-593-8880 Lie no. C53-896061 O> 4'DM ~ 3 ½' nf.11----_ Return Return APPROVED BY: ~=:,I!-~--- Pool Enclosure ~ Existing Split Main Drains -~ 4½'DM. w Grab Rail Pool Entrance Scope of Work 1. Install SR Smith Splash (300-0005 w/Arm Rest) Series Pool Lift on existing pool, Specifications attached 2.Lift support will be bonded to the pool steel bond grid. E l~C. P.::orp ~ NE..C.. l08'0. 2J.o 3. Lift will be located between 36" and 48" at depth. OP p<X::il Proposed r -----Handicap ...----Lift 4'DM I 4~DM Return AV Existing Skimmer 3L' 3½'DM RECEIVED AUG 12 2015 CITY OF CARLSBAD BUILDING DIVISION Ft / p -~ cJ ----~ oJ ~vl5t C-€) \l5 l\)71:J ,,~~ .. 1111.-, ,fff/ # ' • . ... ,.. (J I I Ji . "' .I . "' ·' "co~ :f-6" 2·-0· !DECK A1\C:HCR I W/SECIJf<ITY :JCLi . (:0) #-l H~r.;p1:-:sl 3" CL.fl. rrr- _j ..,_... :l ~ g "' ... "' ~ Gl rn •I ... v, t; t'.l s ..!_:i .. ;.:)1. -j_ -1.~· I I I 'r~V: I I I . .:..;:<i·: -+ -+-~-····;, ,: -. _..:; :~ :.~ :~:t~: ... :: ~; (5) /!4 13AR5 E,V/, EOUALL Y S."ACEil O· FTG TOP ,,, oonou PLAN FOR 'SPIASH' MODa • OPTION 2 • SPREAD FOOTING 2. -/1:1 SCALE: 1" = 1'.0" Ar. If :°'\ Ir'. ,A,Jc. oe_ ji~0M? EY.ISTI\G SLA3 c~ GRADE @ llECK A 'ICHC:~ E•I.HED '11/SECtRIW ilOL T ... ~ ·V,Ei.C:CCl/f'ACTD SA!·II), .SILTY SANC. CLAYEY SA'lil. SILTY G~AVa CR,GLAYEY :lR,Wtl SECTION DECK ANCHOR , SCALE: 1"•1'-0- t ~5 ' - i.,I~ ATs ENGINEERING (c£ \I¾~.?~- 0 OATE av --SHop DRA1NtNG REVIEW I <z@ , •rrect & Resubmit / --. ---- 'Make Corrections Noted / No &cepuons Taken REVtEW ooes NOT PERMIT ANY DEVfAnoN / FROM THE REQlJIREMENrs OF THE ORIGINAL II DlfAW/NGs AND SP£OFICAnoNS. DETAIL OIMENSIONS & QUANnnes NOT CffECl(Eo. CONfRAcroR TO \IER/FV RELATING CONOtnciNs, ETC /~ 7£ SQ &d AN!:l;lrnl GENERAL NOTES: :>. CO-'lC.'iETE 1,UNI\IUM DAYS TO BE l'c 4 4. MAXIIIUM IJFTEO lOAD = 3ij0 lbs AT 62 1/2 1wcHcs HO!l17.CJNTALL Y rnoM ANCHOR. / 5. ASSUIIEO ALLOWABLE, ~ ~) SOIL BEARING PRESSURE -l sl b) LATERAL SOIL PRESSUR = . 0 psf 6, SOIL ASSUMEO TO BE WELL COMPACJED SAN::l, SILiY SMiD. CLAYEY SA)li), SILTY GRAVEL oii CLAYEY GRAVEL 7. ALL EXISTING COtlOlllONS TO BE CO'.'lFRllEO ?RIO!l TO IKSTALLA110N, INCLUDIIIG POOL VIALL SLAB ~,m soil C0NDJTIONS: NOTIFY THE ENGINEER OF ··;..IIY DAMAGE. DISCREPANCIES <B SUBSTAUDARD CO:-IOITIONS, DECK A'IJC!i:l~ TOWARD ~ s· 111ii m SI.@ EDGE SE!:URITY :l<lLT CRIENT0 AWAY FR0-,1 ~OCL EDOE DETAIL OF DECK ANCHOR ORIENTATION SCALE: 3"=1'-0" t!IilSmt~h .. P.O. BOX .~DO CANBY, OMGON 97013 ~I 'SPLASH' MOOEL POOL LIFT CONCRETE ATTACHMENT TO 12" FOOTING• Pl.AN & SECTION s::,.u:', ... 1·-0-u.N.o: -·,-oWG, KO. D ootf-SR 0~1£: 21MAR12 SHEET#005-13 l3cAID #7" ,S .. 4.e.~ _,,4/2.l>t-uJo _L 13,da.5 Wt',7/ A i:f> "~¥~1::;._ ~ ~- Lift Color 0 RAD<ANTWl-m Due to printing technology actual color may differ. Splash! variations include: • Hi/Lo -Useful for facilities that have bDth in-ground pools and raised spas Spa -Designed for raised spas Extended Reach -For use on pools with unusual gutter configurations requiring a longer reach ER Hi/Lo -For facilities that have both in-ground pools and raised spas, requiring a longer reach than the Splash Hi/Lo . A completed Deck Profile form is required with your pool lift order. Splash!TM Series This fixed lifting system is designed for swimming facilities seeking to provide user-friendly access to their swimming pools. Third-party tested & verified ADA compliant 400 lb/181.5 kg lifting capacity* LiftOperator® Intelligent Control includes a 24 Volt rechargeable battery • 344° rotation helps ensure a safe transfer area Powder-coated stainless steel and aluminum construction • Lifting capacity of the Extended Reach model is 300 lb/136 kg 300-0000 Splash! 274 lbs 40" 48" 57" ':· 350:oocio-: ". si3,;~h1'\iiii..o.·,-,·. '28Qlbs 40"' 48" 57," ,. ~ -• -< -'....,,: .. '~· ... _ •• '~ " ...,.:_ -.:,..._;--- 370-0000 Splash! Extended Reach 282 lbs 40" 48" 75" · 3.I~~9~§aq ~:~:~Ji,i~EJr?:~~:-:_-::: .L· · :· .. _ -• · · 268'ib.s .. ~?". __ . : 48" ·57" 385-0000 Splash! ER Hi/Lo 281 lbs 40" 48" 88" -.: i-~~J~9§~:~J~;thiiil2ff'1~li.s~~gl:(;; __ \-, ._ .:;·;., :g~~·-'bf :·t.J2.~i,~~::~-;{4_~·:,: ... '.; _,,~ t?:·.: 390-2000 Splash! ER California Package* 293 lbs 40" 48" 75" Notes: • Includes battery, ·charger, battery console cover, water-resistant hand control, stainless steel anchor socket with·cover, footrest and seat belt assembly • To order·/ifts with arm rests, drop the O on the end of the part number and add a 5 -example: 300-0000 becomes 300-0005 for a Splash! with arm rests • To order a lift with an Activation Key {for LiftOperator), add a K to the end of the part number • To order without an anchor jig add an N to end of part number • California package includes arm rests, mast cover, spineboard attachment and caddy Parts & Accessories: • 400-0000 Caddy • 500-1000 Spineboard Attachment • 170-1000 Arm Rest Assembly • 900-2000 Stability Vest • 920-5000 Splash! Cover • 300-6200L Locking Anchor & Cap • 900-4000 Seat Pad • 1001495 Battery • 970-0000 Seat Saver Cover Deck Anchor .) Standard 67" l-i-La91" Ex!Erded 77'' Spa: 91' BACK VIEW s~at is ,a~ wide SPA SIDE VIEW Rotatioo v.-hen seat atils farthest a.rt Rotatico 'M'\en seat at its hfghest EXTENDED REACH SIDE VIEW ' I www.srsmith.com I 800.824.4387 Copyright© 2013, S.R.Smith, LLC. All rights reserved. For the latest version of this document. see srsmith.com /:-ii1Smith. Product Specifications -Written Product Name: Splash! Semi-Portable Lift System Part Number: 300~0000/EU It !?hall be battery powered, comply with Americans With Disabilities Act Access Guidelines (ADAAG), and have a lifting capacity of 400 pounds. Product shall include battery, charger, battery console cover, waterproof control, stainless steel anchor socket with cover and spanner key, footrest and seat belt assembly. a. Manufacturer to provide technical support and assistance to confirm pool lift satisfies pool geometry or if another Splash! Model is more appropriate (Extended Reach #370-0000, Extended Reach Hi/Lo #385-0000, Extended Reach Spa #395-0000, Spa #375-0000, Hi/Lo #350-0000). b. Have a LINAK (approved for medical applications) screw/spline type actuator to provide a safe and stable stop at any point in the lifting cycle. Capable of: i. Not oniy having a stopping point that is a minimum of 16 inches and a maximum of 19 inches measured from the deck to the top of the seat surface when the seat is in the raised position (accessibility guidelines), but also providing additional stopping points at various heights to accommodate users of all ages and abilities. ii. Submerging the seat a minimum of 18" below the surface of.the water. c. Configured to facilitate ease in user transfer within clear deck space of36 inches wide by 48 inches deep starting 12 inches from the back end of the seat (Ref. ADAAG). d. Have a 24-volt gear motor to power side to side rotation to allow for ample clear deck space for transfer on both sides of the lift. e. Seat: i. Width of.18.5 inches (ADAAG Requires 16 inches). ii. Back that extends 24 inches .high (ADAAG Requires 12 inches). f. Be structurally capable of providing a stable user transfer and pass a static load test equal to 1.5 times the rated load capacity. O' Metallic parts (stainless steel and aluminum) to be passivated, pretreated and powder coated using a 5-step process. I:>' The process is to be validated by samples undergoing a 4,000 hour Salt Fog Test (ASTM D1654), by a recognized independent laboratory, and achieve a rating of 10 (highest possible rating). (Note: The test is the equivalent of 10 years exposure to this harsh environment.) h. Have a Manufacturer's Warranty: !. Frame -3 Years ( except powder coated finish) ii. Electronic Components -2 Years ( except battery) iii. Battery-1 Year, Pro-rated (90 days -I 00%, 91 to 365 days -50%) Have the following optional eauioment: Part# Description Part# Description 900-2000 Stability Vest 170-1000 Arm Rest Assembly 500-i000 Spineboard Attachment 920-2000 Total Cover Specification Number: . Product Description: Splash! Semi-Portable Lift S:rstem S.R. Smith S.R. Smith Part Number: 300-0000/EU P.O. Box 400, 1017 SW Berg Parkway Revision: B Date: 08/09/13 Canby, Oregon 97013 Written By: Date: Tel: (800) 824-4387 (503) 266-2231 Approved By: Date: Fax: (503) 166 4334 Proprietaiy and confidential: The information contained in this specification is the sole www.srsmith.com Page2 of2 property ofS.R Smith LL<;. Anyreprodllction in,part or whole without the written consentofS.R. Smith LLC is prohibited. /--1.,/Smith~ Product Specifications -Drawing 86 20 ' '.! .I. ."t' l l 1 ... !" 1 ... ,\ ..as I \' . .. ·, 6 Deck Anchor...!--'--, . • !!>.A.a. VIEW SIDE VIEW Specification ;Number: Product Description: Splash! Semi-Portable-Lift System S.R. Smith Part Number: 300-0000/EU Revision: B Date: 08/09/13 Written By: Date: Approved By: Date: Proprietary and confidential: The infonnation contained in ~his specification is the sole Page I of2 property ofS.R. Smith LLC. Any reproduction in part or whole without the written consent ofS.R. Smith LLC is prohibited. NOTES: 1. DRA'MNGS SHOW KEY VIEWS OF LIFT. 2. INSTAU.ATION TO BE COMPI.ETEO IN ACCORDANCE WITH MANUFACTIJRER'S SPECIFICATIONS. 3. DO NOT SCALE DRA'MNGS, S.R. Smith P.O. Box 400, 1017 SW Berg Parkway Canby, Oregon 97013 Tel: (800) 824-4387 (503) 266-2231 Fax: (503) 166 4334 www.srsmith.com <'"' I -~ "t:J C a,-i, Q. : ' . I 1'-o· x 1'-o· x 7 1/2" DEEP @ 1HICKENED BASE AREA ::l ~~ t:/5 c:,O L,.JQ. NEW HAIRPINS TOP & BOTT (SEE PLAN) EDGE OF POOL WALL EDGE OF CONC SLAB EXISTING SLAB 4'-6" MINIMUM l rSAW CUT 2" DEEP & / DEMOLISH EXIST SLAB 1 s· 1 2' -o· • 1 · AS SHOWN (LEA VE •MIN ,/ 1 REINFORCING INTACT) c., z (;; x "-' ::; ::, ::; z ~ 'r,, ior-~ J c., z i= ti) x w I .I -:71 _J __ J 'bn A 1 ···· --.u: -~ I! ! ClllPii 1--t--f--+--1-J- -I I I , ::; ::, ::; z "' 'r,, I °" -,--,.}. I ·-~··r:· -1-I · + l · ·· .... \t;4/':'. ---T 2'-8" t\lj ------,.~:7::,:,:::'1 c -........ ·. L ' w ~ Pl:AN FOR 'SPLASH' MODEL· EXISTING REINFORCED SLAB . SCALE: 1" = 1'-0" TOWARD POOL EDGE j 1 Inch = 25.4 mm I ANCHOR 6" MIN GENERAL NOTES: 1. NORMAL WEIGHT OF CONCRETE = 15D lbs/ft'. 2. CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS TO BE f'c = 2500 psi. 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED. 4. MAXIMUM LIFTED LOAD = 36D lbs AT 62 1/2 INCHES HORIZONTALLY FROM ANCHOR. 5. ASSUMED ALLOWABLE: o) SOIL BEARING PRESSURE = 100D psi b) LATERAL SOIL PRESSURE = 150 psf 6. SOIL ASSUMED TO BE \'/ELL COMPACTED SAND, SIL TY SAND, CLAYEY SAND, SIL TY GRAVEL OR CLAYEY GRAVEL 7. ALL EXISTING CONDITIONS, INCLUDING SLAB REINFORCEMENT, TO· BE CONFIRMED PRIOR TO INSTALLATION, INCLUDING POOL WALL, SLAB AND SOIL CONDITIONS. NOTIFY THE ENGINEER OF ANY DAMAGE, DISCREPANCIES OR SUBSTANDARD CONDITIONS. 8, DEMOLISH EX_ISTINC, CONCRETE AS SHOWN ON PLAN TO ACCOMMODATE NEW INSERT AND HAIRPINS. EXISTING REBAR TO REMAIN. 9. EXISTING CONCRETE TO BE ROUGHENED TO . MINIMUM 1/4" AMPLITUDE A·T COLD JOINT PRIOR TO POURING NEW CONCRETL SECURITY BOLT ORIENTED AWAY FROM POOL EDGE ) 360#@ 62 1/2" ANCH W/SECURITY BOLT /SAW, CUT SLAB· (;_ DECK ANCHOR EMBED TO SLAB EDGE EMBED & DEMOLISH ¼NEW CONC FOOTING PER N01E g EXIST REINF ~ EXIST SLAB u/ (SEE PLAN) / ';:::-5 TO REMAIN . _ju EXIST G"nv~ THIS SLAB SECTION TO BE DEMOLISHED & REPLACED' WELL ·COMPACTED SAND, SIL TY SAND, CLAYEY SAND, SILTY GRAVEL OR' CLAYEY GRAVEL SEGTION DECK ANpHOR SCALE: 1"=1'--0" DECK ANCHOR DETAIL OF DECK ANCHOR ORIENTATION SCALE: 3"=1'-()" 11--1.tSrnth · I P.O.BOX400 CANBY, OREGON 97013 503-266-2231 'SPLASH' MODEL POOL LIFT CONCRETE ATTACHMENT PL_AN & SECTION SCAlE: 1..,.1.'-0" U.N.O. D~TE: 21MAR12 D\VG, NO. D 0021-SR SHEET# 007-B 0 N .. '-, al I >< =s C: Cl) '2-i! ~· ~ 4'-6" 6" 2·-=o· MIN 3·r{.;R1 ~ ----,- !'-0" X 1'-0" x 7 1/2" DEEP @ THICKENED BASE AREA #3 HAIRPIN TOP & BOTT ::l w..< oo= t,"'--1--t--1---f I ~I I I . I I !,~_l __ l _I __ J. ~::: ~l-f--+----f--f I • I I I I I I I --,--,--,--~-~· I I I I ·-~"·J<. ;.., I •N ' ..., I "' w....J c,O B~ t::ll +---1--+ --J::<~: .. ·-~>t\··::j @· ' ' ······ -':---'- PLAN FOR 'SPLASH' MODEL-NEW 6' FOOTING SCALE: 1" = 1 '-0' ~ 1 360#@ 62 1/2" ,-.. -• • . 1/, c-i·'p . , ,-r···w~~~ 7 ,9-~~~,tz.__,~ ~;! SE.CTION DECK ANCH_OR SCALE: 1"=1'-0" j 1 inch = 25.4 mm j TOWARD POOL EDGE e• MIN TO SLAB EDGE ANCHOR GENERAL NOTES: 1. NORMAL WEIGHT OF CONCRETE = 150 lbs/ft'. 2. CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS TO BE i'c. = 2500 psi. 3. REINFORCING BARS SHALL CONFORM TO AS1M A615, GRADE 60, DEFORMED 4. MAXIMUM LIFTED LOAD = 360 lbs AT 62 1 /2 INCHES HORIZONTALLY FROIA ANCHOR. 5. ASSUMED ALLOWABLE: a) SOIL BEARING PRESSURE = 1000 psf b) LATERAL SOIL PRESSURE = 150 psf 6. SOIL ASSUMED TO BE WELL COMPACTED SAND, SIL TY SAND, CLAYEY SAND, SIL TY GRAVEL OR CLAYEY GRAVEL 7: ALL EXISTING CONDITIONS TO BE CONFIRMED PRIOR TO INSTALLATION. INCLUDING POOL WALL. SLAB AND SOIL CQNDITIONS. N011FY lHE ENGINEER OF ANY DAMAGE, DISCREPANCIES OR SUBSTANDARD CONDITIONS. SECURITY BOLT ORIENTED AWAY FROM POOL EDGE DECK ANCHOR ..-1 N DETAIL OF DECK ANCHOR ORIENTATION SCALE:. 3"=1'-0" l1--Ulsmftt7. I P.O.BOX400 CANBY, OREGON 97013 503-266-2231 'SPLASH' MODEL POOL LIFT CONCRETE ATTACHMENT PLAN & SECTION SCALE: 1"=1'--0" U.N.O. DAlE: 21MAR12 DWG. NO. D 0021-SR SHEET#006-6 ........,........,.........,!J!lj ... ;<' ~ t::)-, r·-·-= ="-----"- !i I ~I 11 'i ,: I l I i I I I 'a, I ·- .... !; --..J .____, ..J i !I ..J 0 ,O ii. • • ...... ".• : A .. -.4.''lf . . . . t4 :4, •' • A 6" MIN 10:: Oc, :i::w um z:::; J:W 3'-6" 2·-0· Ir DECK ANCHOR W/SECURITY BOLT __r_(2) #3 HAIRPINS ,- ' T- 3" CLR TYP r , ,. . :• ... I lrllli' ----- t I r I Cl :51, V, ~~· I I l ..,.. ..18..L _ L -L·. I I I I 'f":V:. _J "-"--' 0 I _ + _.:4+::· ~;.; ·i/; Of ·I ><., :al c-J a.~ Qi .c,1 ~ HAIRPINS {SEE PLAN) EDGE OF CONC SLAB EDGE OF POOL VIALL 0 t;/ El w "' @•· --t-,1 •• :·. •• . .: .:t',:. . .:·~ .,._: .... _.: · ... • ... ; \C -,---~"--'-" (5) #4 BARS E.W. EQUALLY SPACED @ FTG TOP & BOTTOM Pl:AN FOR 'SPLASH' MODEL• dP.TION 2., SPREAD.FOOTING SCALE: 1• = 1'.Q" ~ 1 360#@ 62 1/2" EXISTING SLAB OR GRADE DECK ANEHOR EMBED. W /SECURl·T.Y BOLT ' '"'."'cm '."' ~~ ~ ~1 Lif I - ()Y"'7-~<or.,---~ Jo:: )\'E~ COMPACTED SAND, SILTY ~Id SAND, CLAYEY SAND, SIL TY GRAVEL OR CLAY!;'.Y GRAVEL SECTION DECK ANCHOR SCA!,.E: 1"=1'.Q" -----·-;:;----~-~-~--' j 1 inch = 25.4 mm! . TOWARD' POOL EDGE 6" MIN TO_SLAB EDGE ANCHOR / -·-'-·'-· .:!.-~.=--··---.• ~ -------· ___ , GENERAL NOTES: 1. NORMAL WEIGHT OF CONCRETE = 150 lbs/ft'. 2. CONCRm MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS TO BE f'c = 2500 psi. 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED. 4. MAXIMUM LIFTED LOAD = 360 lbs AT 62 1/2 INCHES HORIZONTALLY FROM ANCHOR. 5. ASSUMED ALLOWABLE: o) SOIL BEARING PRESSURE = 1000 psf b) LATERAL SOIL PRESSURE = 150 psf 6. SOIL ASSUMED TO BE WELL COMPACTED SAND, SILTY SAND, CLAYEY SAND, SIL TY GRAVEL OR CLAYEY GRAVEL 7. ALL EXISTING CONDlllONS TO BE CONFIRMED PRIOR TO INSTALLATION, INCLUDING POOL WALL, SLAB AND SOIL CONDlllONS. NOTIFY THE ENGINEER OF ANY DAMAGE, DiSCREPANCIES OR SUBSTANDARD CONDITIONS. .--DECK A_NCHOR SECURITY SOLT ORIENTED AWAY FROM POOL EDGE N N DETAIL Of DECK ANCHOR ORIENTATION ·scALE: 3"=1'.Q' l&-1,JSmith. I P.O.BOX400 CANBY., OREGON 97013 503-266-2231 . 'SPLASH' MODEL POOL LIFT CONCRETE ATTACHMENT Tb 12" FOOTING· PLAN & SECTION . SCALE: 1'1=1'..0" U.N.O. OAlE: 21MAR12 DWG. NO. D 0021 ~SR SHEET#005-B ! =~~----~