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1205 PHOEBE PL; ; CB052870; Permit
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City of Carlsbad 1635 Faraday Av' Carlsbad, CA 92008 Pool Permit K Permit No: CB052870 Building Inspection Request Line (760) 602-2725 Job Address: 1205 PHOEBE PL CBAD Permit Type: POOL Status: ISSUED Parcel No: 2146311500 Lot #: 0 Applied: 08/04/2005 Valuation: $16,558.00 Construction Type: NEW Entered By: LSM Reference #: Plan Approved: 08/12/2005 Issued: 08/12/2005 Project Title: SIAOSI RES- 487 SF POOL/SPA Inspect Area: Applicant: Owner: SIAOSI LAURA E P REVOCABLE TRUST 08-28-04_- — SlAOSlLAURA'E P REVOCABLE TRUST 08-28-04 1205 PHOEBE PL 1205PHOEBE PL CARLSBAD CA 92009 / CARLSBAD CA 92009. / (r Building Permit / , $153.59 Add'l Building Permit Fee Ey - -.--.\ $000 Plan Check / - . / ( )$9983 AddI Plan Check Fee r / ' '\ \.::/J $0.00 Electrical Fee Plumbing Fee / \ - \\ $V.00 Strong Motion Fee I _-- \ ,Z $1.66 Renewal Fee , - _$0.00 AddI Renewal Fee ,- J' $0.00 Other Building Fee - ,/' $0.00 Additional Fees {'1 ',/ - $0.00 TOTAL PERMIT FEES — \ \ O-5 / / $302.08 / Total Fees: $392.08 Total Payments To Date: 71 $99.83 Balance Due: / $202.25 ') 195 / N - 4645 08/12/05 0002 01 02 CGP 202.25 I Inspector: FINAL APPROVAL Date: 1-i 7-o1 Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, 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 forth in 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 FURTHER NOTIFIED 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 City of Carlsbad 1635 Faraday Av.. Carlsbad, CA 92008 08-12-2 005 Right of Way Permit Permit No: RW050246 Job Address: 1205 PHOEBE PL CBAD Permit Type: ROW - Subtype: MINOR Status: ISSUED Parcel No: 2146311500 Lot #: 0 Applied: 08/10/2005 Start Date: Est Complete Date: Issued: 08/12/2005 Insurance Expire: 09/15/2005 Traffic Control Plan: Y Expired: 09/14/2005 Liability Insurance: Y GOP: : Entered By: KMF Reference#: CB 05-2870 Location: 1205 PHOEBE PL Project Title: SIAOSI RESIDENCE Description: POOL/SPA _-•- - - - - - Applicant: 2 OUTBACK BUILDER POOL/SPA 613 KIMBALL ST / ,/'\ • // ESCONDIDO CA 92027 ' k / / \ r, 760-489-1847 / / •\O \\ Total Fees: $265.60 Total Payments To Dàt: \\ ' $0.00 \ balance Due: \ $265.00 Permit Fee -$26500 Additional Permit Fee \ ) _j4 -$0.00 Other PY $0.00 Additional Fees $0.00 / \ - J ) ¼ Ii \ C• / J TOTAL PERMIT FEES / $265.001 ) • \ ¼j' - / JNCORPOATE,/( / / r / N -. - 4645 08/12/05 0002 01 02 - Cop 265.00 This permit may be revoked by the City Engineer if it is deemed that inadequate progress is being made towards the completion of the work or if the work does not meet City Standards. The applicant may be billed for the cost of any corrective work that the City must perform. Permit Release Date Released Cash Deposit? YOU MUST CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO WORKING DAYS PRIOR TO WORK. UNDERGROUND SERVICE ALERT NO. . THIS PERMIT IS INVALID WITHOUT THIS NUMBER IF ANY EXCAVATION OR BORING IS DONE. / 33 FOR OFFICE USE ONLY PLAN CHECK NO.&3 c7O EST. VAL. 55-'' O() Plan Ck. Deposit " 'L'g3 Validated By _ø1f-I Date________________ O&D PERMIT APPLICATION CITY OF. CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Description ofWgk .j . - SQ. FT. #of Stories # of Bedrooms # of Bathrooms Name Addss City State/Zip Telephone I - Fax # 5 for Owner !c!Oc ractorO Agent Name Address City State/Zip Telephone # Name - Address City State/Zip - Telephone # - (Sec. 7031.5 Business and Professions 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 for such permit to file a signed statement that 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 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 ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # [6WORKERSCÔMPENSATION -. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No._____ Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: 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. 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 Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE OWNEBVIDIRECL ARATIQ!( I I heieby affirm that I am exempt from the Contractor's License Law for the following reason: 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 Contractor's License Law does not apply to an owner 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 sol/Iithin one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I" 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 projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 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 number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): e=k .. ,\'/A __' 11,21110711111 DATE 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 HazardoUs Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF 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. CONSTRUC1 ION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ 9APPL1CAN1 CERTcTION . I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit%s 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 WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the b'uilding Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permift E menc within 1'80 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the workr 80 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATU __________________________________________________ DATE &' WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 07/11/2006 Permit# CB052870 Inspector Assignment: PD Title: SIAOSI RES- 487 SF POOL/SPA Description: Type: POOL Sub Type: Phone: 760 318027 Job Address: 1205 PHOEBE PL Suite: Lot 0 Location: Inspector: / APPLICANT SIAOSI LAURA E P REVOCABLE TRUST 08-28-04 Owner: SIAOSI LAURA E P REVOCABLE TRUST 08-28-04 Remarks: Total Time: Requested By: FRED Entered By: CHRISTINE CD Description Act Comment 59 Final Pool Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History -Date Description Act lnsp Comments 12/20/2005 55 Fence/Pre-Plaster AP BN PICKED LETTER FROM ENGINEER 12/19/2005 55 Fence/Pre-Plaster CO PD SEE NOTICE ATTACHED 09/22/2005 51 Excav/Steel/Bonding/Fence AP PD 09/14/2005 51 Excav/Steel/Bonding/Fence NS PD Co on 9/13 09/14/2005 52 Underground Plumbing NS PD 09/14/2005 53 Electric/Conduit/Wiring NS PD 09/13/2005 23 Gas/Test/Repairs AP PD 09/13/2005 51 Excav/Steel/Bonding/Fence CO PD 09/13/2005 52 Underground Plumbing AP PD 09/13/2005 53 Electric/Conduit/Wiring AP PD Daniel P. Cole G.E. Project 11 SJct7z-' ie"5 q'T P. cc 11771 x 31/06 vt I Daniel P. 'C Project •? r>' I - . :1P . Qgle RtI<Date 5ri61 J© 11 (1 ii . fl STRUCTURAL CALCULATIONS. Name Frank Siaosi Page 4 Address 12b5 Phoebe Place. Ca1sbad, CA 92009 Date 9-17-05 Grotto Dimensions B--roof width-inside face of walls 8 ft D--roof depth-inside face of wall 4.5 It Hwall height 3.75 ft T--wall thickness 8 inches T=roof thickness 8 inches roofing 25 lb/sf Grotto weights roof+roofing 125 lb/sf wall 100 lb/sf footing 150 lb/sf Roof area x unit load 5241 lb. Length of footing 14.7 ft semi circle Roof load to footing 358 lb/ft Footing design Loads 358 w/o footing footing weight= 150 12 inch wide footing 508 lb/ft Footing width= 12 inch Grotto Design Roof leading edge Span= 8.66 ft Load= 125 Ms= 2637 lb It at corners with walls 4 inch 0.46 . sq in.ft Rebar= 3#4 beam bars at leading edge Bars are high at end walls and low at mid span along leading edge T= 8 inch Ms= 2637 4 . As= 0.46 Rebar 3#4 beam bars at mid span Bars are high at end walls and low at mid span along leading edge c CALCULATIONS STRUCTURAL CALCULATIONS Name Frank Siaosi Page Address 1205 Phoebe Place, Carlsbad, CA 92009 Date Arch design at roof-wall corner Ms= 2637 lb it Mu 3691 lb ft 1' Ic 2500 psi Ec= 2850000 psi fy 40000 psi Es= 29000000 psi T 8 d 4.0 nc 10.2 As 0.46 in"21ft p= 0.010 As 0.46 inA2Ift np= 0.097 a= . 0.72 k= 0.354 b 12 in j= 0.882 e 0.85 2!kj= 6.4 fc= 1055 psi < fs 19592 psi < Ms=wV2112 2637 ft lb Pb 0.031 Mu=1.4Ms 3691 It lb 0.75Pb= 0.023 0.010 ok a-Asyl(0.85fcb) 0.72 in'2 8Mn=9As'fy(d-a/2)= 56665 in lb 4722 ft lb > 3691 OK Arch design-leading edge Ms= 2637 lb ft at midspan Pb= 0.03 Mu-- 3691 lb ft 0.75Pb 0.02 V 0.01 ok V 'c 2500 psi- Ec= 2850000 psi fy 40000 psi , Es= 29000000 psi 8 d 4.0 nc - 10.2 As 0.46 in"21ft p= 0.010 As 0.46 inA21ft np= 0.097 a= 0.72 . . k= . 0.354 b 12 in j= 0.882 o 0.85 21kj= 6.4 fc 1055 psi < is 19592 psi < Ms=wl'2112 2637 It lb Pb= 0.031 Mu=1.4*Ms 3691 ft lb 0.75Pb= 0.023 P= 0.010 ok a=As*fyl(0.85*fcb) 0.72 in A2 8Mn=0As1y(d-a12) 56665 in lb 4722 It lb > 3691 OK 5 911712005 1125 20000 1125 20000 STRUCTURAL CALCULATIONS Name Frank Siaosi Address 1205 Phoebe Place, Carlsbad, CA 92009 Find grotto surcharge to pool wall' Pool depth= 7.5 ft footing depth= 1.0 ft H= 6.5 ft NEIGHBOR RESIDENCE LINE LOAD SURCHARGE DEFINITIONS: P = Line load surcharge. #Ift R = Resultant lateral force #Ift X = Distance of line load from back face of retaining wall. ft H = Depth from surcharge application point to pool bottom d = Depth from surcharge application point to location of R. ft FORMULAS: R = 0.6 PHI2I(X2+HA2) d = X(((XA2IHA2)+1)(ATAN(HIX))(XIH)) M = R(H-d) CALCULATIONS P=LIff I508 11,/ft Page 6 Date 9-17-05 50811b 221 lb 4.00 ft 6.50 ft ILI X =ft 4.00 X"2= 1.00 H =ft 6.50 HA2= 42.25 XA2+HA2= 58.25 R#Ift 221 ((X2/HFt2)+1) 1.38 ATAN(H/X) 1.02 XIH 0.62 d=ft 5.00 H/X 1.63 M = ft4 330 delta Mo from line load Ms 2060 Basic pool wall moment Mdes 2390 T As d= 8 12 #3@6 As= 0.21 STRUCTURAL CALCULATIONS Name Frank $iaosi Page 7 I Address 1205 Phoebe Place, Carlsbad, CA 92009 Date 917-05 Find grotto surcharge to baja shelf NEIGHBOR RESIDENCE LINE LOAD SURCHARGE DEFINITIONS: P = Line load surcharge. #Ift I 50811b R = Resultant lateral force #/ft lb X = Distance of line load from back face of retaining wall. ft 1.00 ft H = Depth from surcharge application point to pool bottom 0.25 ft d = Depth from surcharge applicatiän point to location of R. ft ft FORMULAS: R = 0.6 PH2/(XI2+He2) d = X(((X"2IH'2)+1)(ATAN(HIX))-(X/H)) M=R(H-d) CALCULATIONS P =#/ft 508 lb/ft X=ft 1.00 X2=' i:oo H =ft 0.25 HA2= 0.06 XA2+HA2= 1.06 R=#/ft 18 ((X"2/H"2)+1) 17.00 ATAN(HIX) 0.24 X/H 4.00 d=ft 0.16 H/X 0.25 M = ft4 1.53 delta Mo from line load Ms 25.31 Basic pool wall moment Mdes 26.84 T As d= 3 6 #3@12 As= 0.01 .1 STRUCTURAL CALCULATIONS Name Frank Siaosi Address 1205 Phoebe Place, Carlsbad, CA 92009 grotto roof Span 4.5 ft M= 316 d 4 As 0.05 Rebar #4©12 each way Grotto wall percentage of area= 0.002 Area= 96 As= 0.192 Rebar= #4@12 each way Page Date Load= 8 9-17-05 125 lb/sf LA COSTA 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760.931-0290 FAX 438-5251 EMAIL: Icenqr@connectnet.com CIVIL • STRUCTURAL MECHANICAL • PETROLEUM MEMORANDUM DATE: December 19, 2005 TO: Building Official, City of Carlsbad. FROM: Martell B. Montgomery, P.E. RE: Inspection of Raised Shotcrete Grotto for the Siaosi Pool, 1205 Phoebe Place, Carlsbad, CA 92009. I inspected the forms and steel placement for the grotto walls and roof prior to placement of shotcrete. I found them to substantially conform to the approved plans with the steel in the roof area exceeding the minimum requirements. I also witnessed the shotcrete placed within the grotto and verified that the required wall and roof thickness were achieved. If you have any finther questions, please call me at (760) 931-0290. of Carlsbad BUILDING PLANCHECK CHECKLIST POOLS BUILDING PLNCHECK NUMBER: CB 0 S C) BUILDING ADDRESS: /1 /te 14 fiL PROJECT DESCRIPTION: Pool ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications i ed in your submittal; therefore, any chang to t se items after this date, including field modi tions must be reviewed by this office im d nformance with applicable codes ar ully all comments attached, as fai h structions in this1repoi can result rmit to build. By: ________ DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: ENGINEERING DEPT. CONTACT PERSON NAME: Kathleen M. Farmer City of Carlsbad ADDRESS: 1635 Faraday Avenue Carlsbad, CA 92009 PHONE: (760) 602-2741 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST - POOLS SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: ,'K'North Arrow -iroperty Lines Existing & Proposed Structures" ,9/Easements 2. Show on site plan: ,Didicate what will happen with / soil excavated from pool area Retaining Walls (location and height) Note: If excavated soil is not to be removed from property but regraded on site, show proposed elevations and slopes. If any portion of retaining walls are over 4' in height, a separate permit is required. 3RDij 0 0 ,X'Tprainage Patterns xisting & Proposed Slopes Existing Topography Retaining Wall Permit CB Applied for Approved 0 0 3. Include on title sheet: /13 Site Address Assessor's Parcel Number Legal Description Grading Quantities Cut Fill Import/Export O 0 0 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: GRADING PERMIT REQUIREMENTS The conditions that invoke the need for grading permit are found in Section 11.06.030 of the Municipal code. o 0 0 5a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill, import, export). O 0 0 5b. Ôrading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. . - Note: The Grbdin.4 Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Page 2 of 3 I 1STa 2Nt 3RDa 0 0 5c. A Grading Permit has been applied for: PE2 DWG Grading Inspector sign off by: Date: 0 0 5d. No Grading Permit required. / MISCELLANEOUS PERMITS A 0 0 6. A RIGHT-OF-WAY PERMIT iè required to do work in City Right-of-Way and/or / private work adjacent tot he public Right-of-Way. / A separate Right-of-Way issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right- of-Way checklist, at the time of resubmittal. Right-of-Way Permit and Pool Building Permit will be issued simultaneously. 0 0 0 7. Remarks Page 3 of 3 PLANNING/ENGINEERING APPROVALS ? C9 _., s - a(,- PERMIT NUMBER ,570 DATE___________ ADDRESS SIDENTIAL, TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER____________________ DATE • . ENGINEER_____________________ DATE OOlMtUormidPIannM noIn.ffio *nrnvk