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Home My WebLink About2022-2654QaLMs° City of Palm Springs BUILDING PERMIT x r rF 4'R Building Address: 192 Ocotillo Ave Date 06107/2022 Case No. Permit Deisy Mendez Submitted Technician Owner Address Phone Worasak Keeyapaj 192 Ocotillo Ave 216 258 7468 Palm Springs CA Contractor Address Phone Lic. Number Blue Dream Pools&Spas 73-700 Hwy 111 Unit 9 760 610 3435 1051102 Palm Desert CA Architect Address Phone Engineer Address Phone Lot# Block# Tract Parcel Number 26 PALOSVERDES2 508-292-018 Lot Size Zone Occupancy Building Sq. Ft. Garage/Carport Roofed Patio/Porch Remodeled Area Addition Use of building Permit Type Const.Type Fixture Units SFD Alteration Pool/Spa Fire Sprinkler Units Valuation Permit Fees Paid 45000.00 588.40 Describe work in detail: Spa Addition + Pool Equipment Relocation Pursuant to Helath& Safety 115920-115929, whenever a building permit is issued for the remodel or modification of a single family home with an existing swimming pool or spa, the permit shall require that the suction outlet be upgraded so as to be equipped with an approved anti-entrapment cover. Overhead conductor clearances SHALL comply with NEC Table 680 Special Conditions: Compliance with Swimming Pool Safety Article 7 required at encapsulation inspection. DO NOT CONCEAL OR COVER ANY CONSTRUCTION UNTIL THE WORK IS INSPECTED IMPORTANT The issuance of this permit shall not be held to be an approval of the violation of any provisions of any city or county ordinance or state law. Inspections of work are subject to an approved set of plans being on the job. Changes to plans are not to be made without permission of the Building and Safety Divisions. The owner and/or contractor is responsible for establishing all property lines. All utilities must be unde d. This permit will expire if work is not started in 180 days or if more than 180 days elapses between inspections. I certify that I am familiar with all requirements of the City of Palm Springs as they apply to this per it and and rstand that these requirements must be completed prior to final inspection and that no certification of occupancy w 11 be issued until suc 'me as the a requirements are met. I certify that I have read this application and that the information is true and correct. Zry 10 OWNE ON ACTOR/AGENT DATE' ISSUED BY haled This is a uilding rmit when properly filled out,signed and validated,and is not transferable. PERMIT NUMBER 2022-2654 PALM INSPECTION INFORMATION No work shall be concealed without a signature by the lFalt inspector. The approved plans and this card must always be available to the inspector. Preserve this record. Every permit issued shall become invalid after 180 days JOB CARD unless a required inspection has been approved. Furthermore, permits expire when more than 180 days Project address: 192 Ocotillo Ave has elapsed from the date of the last approved required inspection. Permit #: 2022-2654 Inspection hours 8AM -4PM Monday-Thursday Inspection request line(760)323-8243 CONSTRUCTION HOURS Building Department(760)323-8242 Weekdays lam to 7pm Building Department Fax(760)322-8342 Saturdays 8am to 5pm Sundays & Holidays Not Permitted SWIMMING POOLS INSPECTIONS Steel, Bonding, Setbacks: JOB NOTES: Underground Piping & Electric: Gas Pressure Test: DO NOT GUNITE UNTIL THE ABOVE IS SIGNED Equipotential Bonding: Barriers/Alarms/Encap: DO NOT PLASTER UNT L ABOVE IS SIG ED Final: c V, Compliance with Swimming Pool Safety Standard required at encapsulation inspection. Pursuant to Health & Safety's 115920-115929,whenevera building permit is issued for the remodel or modification of a single family home with an existing swimming pool or spa, the permit shall require that the suction outlet be upgraded so as to be equipped with an approved anti-entrapment cover. Overhead conductor clearances shall comply with NEC Table 680-9 CITY OF PALM SPRINGS BUILDING PERMIT APPLICATION FOR BLOCK WALLS, POOLS, REROOFS, & REPIPES DATE: Project Address 04077LZ,0 Owner's Name A104054oe 16 AXA0 -J Phone # ZIL - 2-f,? Owner's Address 19Z 6- CDC077460 - 71441'9 slur ' C_4 1:7 y Contractor's Name G r ,P1644 fa%V C 577 4-.1 Phone # -:n0 -44 ZZ-;rZA00 Contractor's Address 7T3400 92t1Y /f1 */v . 44 9=4y Lic.# /tV//DZ Engineer's Name d /o t Phone 41Z Engineer's Address Lic# CONTACT PERSON Address Phone # :?60 U—s'y3r Walls — Height of Wall Length of Wall Stack Bond Staggered Bond Re-roofs —S.F. of Roof Project Description 4 7Q, GOvJP Total Value of Work$ WHERE INDICATED BY A CHECK, SUBMIT 3 SETS Minimum size of pool plans 11" X 17" Minimum scale '/4" =1') Plot Plan with lot square footage. Waste, Drain & Vent Isometric. Planning/Eng. Department Approval. Water Piping Isometric, dimensioned. Structural Calculations, if applicable. Gas Piping Isometric: Show BTU ratings of Roof or Truss Eng., if applicable. each appliance on all branches, distance Plan for Pool with Wet Stamp from Engineer. and placement of longest run & total BTU for entire system. SITE PLAN FOR POOLS MUST BE COMPLETE: MUST SHOW ENTIRE SITE, PROPERTY LINES, BUILDING FOOTPRINT, NORTH ARROW, LEGAL DESCRIPTION AND PROPER ADDRESS. BY D19P DATE WORA5AK KEEYAPAJ 77725 Enfleld Lone, #130 REVISED 1d12 Ocotillo Avenue PAGE Pala Desert, CA 92211 Palm Springs 760) 772-4411 FAX (760) 772-4409 OF drpfly@not,ccri CLIENT: BLUE DREAM POOL5 4 -5PA5 APPRU VEl 75700 Highway 111, 5ulte g Palm Desert, CA q=60 JUN 07 2022 160) 610-5455 CITY OF PALM SPRI S pF T pF Rt 1ii_i,ial.P, AIFTY STRUCTURAL GALGULAT!ONS 2015 Int'I Building Code 201cl California Building Code ENGINEERING 5ERVICE5: I. Prepare Detail "A": New raised spa at existing pool. 5OIL5 INFORMATION NO 5011-5 REPORT PROVIDED. U5E DEFAULT VALUES IN TABLE 1806.2, CBG 201Q. OWNER/GONTRAGTOR ACGEPTG ALL LIABILITY FOR COMPACTION AND 5UB5112ENCE OF UNDERLYING 5011-5. Soil Classification - Sllty sand, Sandy slit (SP, SM, 5W) Soil Bearing Pressure = 1500 P5F Continuous Footing (Increase 1/5 for 5E15MIC/WIN17) Equivalent Fluid Pressure = 55 PGF (Cantilever Wall, Level Backfill) Sliding Coefficient = 0.25 Passive Pressure = 150 P5F/FT CONCRETE STRENGTH AT = 150 PGF f' c = 2500 P51 25-Day Compressive Strength, Water/cement Ratio = 0 50 TYPE IIN CEMENTF S Ipys! REINFORCING STEEL A, x F y = 40 K51, Grade 40, ASTM A615, 5 BARS OR GREATER 04i C-33446 C \Z M15G. LOAD5 WATER PRE55URE = 62.5 PGF i EXP./e.io-toz4 c IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE, 2019 EDITION. THESE CAL6ULATION5 SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWIN65. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWIN65, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT,UNLE55 SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER A55UME5 NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR IN5PIrCTION TO ENSURE CONSTRUCTION IS PERFORMED iN ACCORDANCE WITH THESE CALCULATIONS, STRUCTURAL OBSERVATION OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT BY W DATE °' WORASAK KEEYAPAJ St.164 77725 Enfield Lane, #130 REVISED 112 Ocotiilo Avenue PaIM Desert, CA 92211 Palm Springs PAGE 760) 772-4411 FAX (760) 772-4409 OF drpfly@aol.con CLIENT: BLUE DREAM POOL5 4 5PA5 75'700 Htghway 111, Suite a Palm Desert, GA g2260 760) 610-5455 5AS15 OF 2E2I6N CODE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION CALIFORNIA BUILDING CODE {GBG), 201cl EDITION CALIFORNIA RESIDENTIAL CODE (GRG), 201g EDITION A5CE '7-I6 MINIMUM DE516N LOAD5 FOR BUILDINC75 2015 INTERNATIONAL SWIMMING POOL AND 5PA CODE 5TEEL MANUAL OF 5TEEL CONSTRUCTION FIFTEENTH EDITION, AMERIGAN IN5TITUTE OF 5TEEL CONSTRUCTION AI5C 541-16 FOR ALLOWABLE 5TRE55 DESIGN AN51/Al5G 560-I"1 WELDING AWS DI.I/DI.IM (2015) AMERIGAN WELDING 5OCIE7Y CONCRETE BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE AC1 50-14, AMERIGAN .CONCRETE INSTITUTE (ACI) Y400D NATIONAL DE516N OF 5PECIFICATION5 FOR WOOD CONSTRUCTION N05-2015 EDITION, NATIONAL FOREST PRODUGT5 A550GIATION ND5-2015 5DPW5 AN51/NFoPA, AMERIGAN PLYWOOD ASSOCIATION (APA) MA50NRY TM5 402/602-2016, Building Code Recquirements and 5peciflcations for Masonry Structures FACTORED LOAD COM5INATION5 FOR REQUIRED 5TRENGTH DE516N AGI 515-14, TABLE 5.5.1 LOAD COMBINATIONS EQ. 5.3.1d) U= 1 2D + I.OW + I.OL WHERE E= EARTHQUAKE D= DEAD LOAD EQ. 5.3.-r) U= 1.20 + I.OE + I.OL + 1.4F L= LIVE LOAD EQ. 5.5.5) U= 1.20 + I.OE (or I.OW) + I.OL + 1.6H H= LATERAL EARTH W= WIND F= FLUID y r h3 4 W RL 3 S 10 r w 4 ; ' g( a S f qq j ys.Slr SJ r• i 1 J cnw""""t w'k BY W DATE r'6?sa, AOfRA5AK KEEYAPAJ 77725 Enfield Lane, #130 REVISED I012 Ocotillo Avenue PAGE Palm Desert, CA 92211 760) 772-4411 FAX (760) 772-4409 Palm Springs OF + CLIENT:LJ 13LUE DREAM POOLS 4 SPAS 75700 Hlghr4aq III, Suite 94 i JUN 07 2022 IALLORGANICMATTERPalmDesert, GA g2260 ROOTS, GRASS, TRASH)MUST CITY OF FAILM lSPRINGS BE REMOVED PRIOR TO 760) 610-5455 nFPT OF RI IIL 214G&SAFETY PLACING CONCRETE. THE SUBGRADE MUST PROVIDE 2016 Int'I Building CodeAUNIFORMLOAD-BEARING 20141 Galifornla Building code SURFACE. 5 BARS AT 12" O.G. VERT./HORIZ. 12" TYP. EACH PAGE) 5 BARS VERT. 12" AT b" O.G. GL 3N 1 2 CURTAINS TYP. NEW SPA GLR FIN. SURF. 5 BARS AT 3" 12" O.G. HORIZ. GLR 2 CURTAINS TYP. 3 BAR$ GLR a. '. , iHORIz AT LAP EX. STEELC f BARS 15" MIN. (TYP) TYPJ O i`Yi`YN/`yj yi`Yi\\/\ o a L sz j•\gj{\jj{\\j\j\j\\3 BARS DEMO EX,Y\\f\f ,r I VERT. AT b" i- POOL MALLf O G. (TYPJ a Xl. w aO EXi5T1N& POOL FLOOR/\ j\\/\jj\ \j\# 3 DOYNIELS PUNCH 12" D1AM. MIN HOLES/\\\ f\Cf\\ \f AT 12 (TYP)S 1=0R t RA tiA6E/ f\ fi` \ij jj\j\\j j\ \ MIN. EMBED. = 4" f/\\f/\\•//\f\ff\ f/-/`\f/f f\f/\//\ / ff f\f/FUSE 51MP50hl SET-XP EPDXY G 5R SVE SPECIAL IN5P. REO'DI GONGRETE (&UNITE): f'c = 2500 P51 28-Day Compressive Strength S E Py = 40 KSi, &rode 40, ASTM A6I5 SOIL: EO. FLUID PRESSURE = 55 PGF, MIN. BEARING PRE55URE = 1500 P5P NElN SFA IN EX15TINCB POOL JA City of Palm Springs raid Receipt Summary3200EastTahquitzCanyonWay Palm Springs, CA 92262 Page 1 of 1 Phone: Bldg: 760-323-8242 Eng: 760-323-8253 DATE 6/7/2022 Fax: See Below ACCOUNT : Blue Dream Pools & Spas PERMIT NUMBER 2022-2654 Unit 9 73-700 Hwy 111 192 Ocotillo Ave Palm Desert CA Palm Springs, CA Phone: 760 610 3435 Date Reference Number Invoice Number FeeCat Description Status Amount 6/7/2022 2022-2654 22-3312 100-34420 Microfilm Paid 6.19 6/7/2022 2022-2654 22-3312 100-37035 SMIP1 Paid 5.85 6/7/2022 2022-2654 22-3312 100-32005 POOLS/SPA Paid 458.32 6/7/2022 2022-2654 22-3312 100-32020 PERMITPROCESSINGFEE Paid 43.14 6/7/2022 2022-2654 22-3312 100-32075 S.B.1473 Paid 2.00 6/7/2022 2022-2654 22-3312 261-32130 Technology Fee Paid 72.90 Date InvoiceNum Status Payment Amount 6/7/2022 22-3312 OriginalDue 588.40 6/7/2022 22-3312 Paid CreditCardDM 588.40 Total Paid 588.40 Building Fax#: 760-322-8342 Engineering Fax#: 760-322-8325