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Home My WebLink About2631 ACUNA CT; ; CB961261; Permit07/25/96 13:34 Job Address: 2631 ACUNA CT Permit Type: RESIDEN'TAL ADD/ALT Parcel No: 215-431-11-00 Valuation: 11,683 Occupancy Group: Description: 120 SF ADDITION AND i: IJ 1 L r; , page 1' of I : PORCH Appl/Ownr : DAUGHERTY, GARY 941 BLUESAGE DRIVE Lot# : Construction Type: VN Reference#: Status : ISSUED 48 SF Applied: 07/09/96 Apr/Issue: C7/25/96 Entered By: MDP 619 727-0923 **x Fees R Fees : /&Ztb3& 01 - - - - - - - - .. - - - - - - - - - - - - .- - - - - - - - - - - - - - . C-WK? Acijustments: . 0 0 'iota1 Fees : 8 t! . I) i) 180.00 Fee description Ext fee Building Permit 13'3.00 Plan Check 88.00 Strong Motion Fee * BUILDING TOTAL 1.00 224.00 Enter "Y" for Plu Enter "Y" for Ele I 0 . 0 0 Enter "Y" for Remo 10.00 .* ELECTRICAL TOTAL 20.00 Enter 'Y' for Mecha 1s. 00 Install Furn R MECHANICAL TOTAL 9.00 24, 00 """"""""" - - - - - - - - - - - -. Data "_" CITY OF CARLSBAD 2075 Las palmas Dr., Carl~bd, CA 92009 (619) 438-1161 PERWT APPLICAlTON City of Carl& Buildiw Deprbent 2075 LB. Palms Dr., Carlsbed, U PZOOP (619) 438-1161 mCxw\+bsd DAY TELEPHONE 93 I - 1 I\ ' NAME (last name fint) C AD^ 2303 /(rmbc.Jy 9- DAY TELEPHONE 7msg 3 -c (last name tlntl Relations, or a certificate of Worken' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified Workers' rampensauon Dedaratlon: 1 hereby att1rm that I have a CeNtlCate ot consent to selt-Insure wued by the Ulrector ot lndusmal by the Director of the insurer thereof filed with the Buildingjns#$ction Department (Section 3800, lab. 0. msuwcE COMPANY &&L pOLIC!#!~~~~b EXPIRATION DATE - "13 czmtlcate ot Exempuon: 1 cem that In th If so as to become subject to the WZrkerJ' Comznsation laws of California. ormance ot the work tor which this permlt IS ~ssued, I shall not employ any persfJn dh any manner SIGNATURE DATE uwner-tlullder ueclarauon: I hereby attum that I am exempt mm the cantractors lrcense iaw tor the tollowlng reason: 0 I, as owner of the property or my employes with wages as their sole compensation, will do the work and the strucNre is not intended 01 offered for sale (Sec. 7044, Business and Professions Code: 'The Contractoh license law does not apply to an owner of property who builds or improves thereon, and who dm 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 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions of proving that he did not build or improve for the purpase of sale.). Code: 'The Contractoh Ucense law does not apply to an owner of property who builds or improves thereon, and contracts for such pmjects with mntractor(s) licensed pursuant to the Contractor's license Iaw). 0 I am exempt under Section Business and Professions Code for this reason: any strucNre, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed punuant 10 the (Sec. 7031 .S Business and Professions Code: Any City or County which quires a permit to construct, alter, improve, demolish, or repair 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 ProviSiON of the Contractofs Ucense law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) subjects the applicant to a civil penalty of not more than five hundred dollan [SSOOI). SIGNATURE Mil? CDMPa ls 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IfANYOFTHEANSWERSAREYeSAAPINAL~~~OFODCUPANCYMAYNOTBEISSUPDAPlWJUlY1.1989UNlffS~~ om 0 NO 0 YES 0 NO DYES 0 NO HAS mr OR IS ~~TNG THE REQ~~MKNTS OF THE omcz OF EMWGENCY SERVICES AND THE AIR mmoN mKIRol DISIRICT. -Xmm I hereby attlrm that there IS a CONUUCUO~ lendmg agency tor the pertormanee ot the wor& tor whlch thlS permlt IS Issued (Sec 3097(1) tin1 uael. LENDER'S NAME LENDER'S ADDRESS .A-XlUN lcem tn relatin!to building consuuction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inswtion at I have read the apphcauon and state that the atwve mlormauon IS correct. I agree to comply w~th all c~ty ordmancer and state laws AND WPWSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID (TIY IN oDNS€QlJENCE OF THE GRANTING OF THE F"T. purposes. IAlsoK;RFETOSAVEINDEMNIPYANDKEEPHARMIPSSTHE~OFcARlsBADAG~~AU.~~JUDGMp(TsoDsTr OSHA: An OSHA permit is required for excavations over S'W deep and demolition or construction of structures over 3 ston- in height. of 180 days (Section 303(d) Uniform Building Code). DATE: cs CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB961261 DESCRIPT~ON: 120 SF ADDITION AND 48 SF TYPE: RAD CONSTR. TYPE VN JOB ADDRESS : 2631 ACUNA CT APPLICANT: DAUGHERTY, GARY OWNER: FOR 01/21/97 INSPECTOR AREA DC PORCH PLANCK# CB961261 OCC GRP STE : LOT : PHONE: 619 727-0923 PHONE : PHONE : CONTRACTOR : % REMARKS: MW/ED/729-3883 SPECIAL INSTRUCT: INSPECTOR^ TOTAL TIME: "RELATED PERMITS-- PERMIT$ TYPE STATUS EXPIRED CB911489 CD LVL DESCRIPTION 19 ST Final Structural 2'7EL. 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final. Mechanical e - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 082396 Interior Lath/Drywall 082396 Exterior Lath/Drywall 081996 Insulation 081696 Frame/Steel/Bolting/Welding 081696 Rough Electric 080696 Shear Panels/HD's 072696 Ftg/Foundation/Piers 080696 Roof/Reroof ACT INSP COMMENTS AP DC AP DC AP DC NO CARD AVAILABLE AP DC AP DC AP DC AP DC AP DC EsGil Corporatlon DATE: 7/19/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1261 PROJECT ADDRESS: 2631 Acuna Ct PROJECT NAME: Peluso Residential Remodel 0 FIRE OTLN REVIEWER 0 FILE SET I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 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. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 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. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. .> Person contacted: Date contacted: (by: ) Telephone #: 0 REMARKS: By: CHUCK MENDENHALL Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ GP 0 PC 711 5/96 tmsmtl.dol 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,- VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1261 PREPARED BY: CM DATE: 7119196 BUILDING ADDRESS: 2631 Acuna Ct BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Addition I 120 I 11280 - porch 403 7 X 1.20 48 I I I 1 TOTAL VALUE I 1 11683 I 1991 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 135.00 1991 UBC Plan Check Fee 0 Plan Check Fee by ordinance: $ 87.75 Type of Review: Complete Review 0 Structural Only 0 Hourly Repetitive Fee Applicable 0 Other: - Esgil Plan Review Fee: $ 70.20 Comments: Fire Services Review: 0 Complete Review 0 Suppression System 0 Fire Alarm 0 Other: Esgil Fire Services Review Fee: Comments: Sheet 1 of 1 rnacvalue.doc 5196 r ir .* . BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO. CB 96 /a6 / BUILD PROJECT DESCRIPTION: ASSESSOR'S PARCEL NU ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal: therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicaMe codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON 0 Dedication Application Dedication Checklist 0 Improvement Application Improvement Checklist 0 Future Improvement Agreement [7 Grading Permit Application 0 Grading Submittal Checklist 0 Right of Way Permit Application 0 Right of Way Permit Submittal Checklist 0 Sewer Fee Information Sheet and Information Sheet A4 City of Carlsbad ADDRESS: 2075 Las Palmas Dr.. Carlsbad. CA 92009 PHONE :_(E191 438-1161,Ext. 43/ f I f BUILDING PLANCHECK CHECKLIST 1. 2. 3. 4. Provide a fully dimensloned site plan drawn to scale. Show: A. North Arrow I/ 6. Existing & Proposed St~ctum~v E. VEaSementsr) bhe W C. Existing Street lmprovementsv F. flightof-Way Width & Adjacent Streets Show on site plan: A. Drainage Patterns C. Existing Topography 6. Existing & Proposed Slopes 0.' Property Unes Easements-& wmw Include note: 'Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less).' [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent' (per 1990 UBC 2907(d)5.). Include on tltle sheet A. Site address 6. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. MISTING PERMIT NUMBER DESCRIPTION "" BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1sd 2nd 3rd 0 5. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: DEDICATION REQUIREMENTS 0 6. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: ~ prepare the appropriate legal description together with an 8-1 12" x 11 " plat map Dedication required. Please have a registered Civil Engineer or Land Surveyor and submit with a title report. All easement documents must be approved and signed by owneris) prior to issuance of Building Permit. Attached please find an completed application form and the requirements on the checklist at the time of application form and submittal checklist for the dedication process. Provide the resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS 0 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: - Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public requirements on the checklist at the time of resubmittal. improvements requirements. Provide the completed application form and the Improvement Plans signed by: Date: PLANNING DEPARTMENT ' BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB g/>- 126 Address 2631 Akn/Acr Planner Van Lvnch Phone (619) 438-1 161 ext. 4325 APN: 21 J"- Y?/- 11 Type of Project and Use: /L63 bb(md Zone: PC Facilities Management Zone: 6 CFD ci (If property in, complete SPECIAL TAx ~ALcuwTtoN (Name) li $80 WORKSHEET provided by Building Department) & 9 # J SS E J S Leaend *kg ZS*" item Complete Item Incomplete - Needs your actlon -gjg 2; 0 b 0 [7 Environmental Review Required: YES - NOP( TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval d0 0 Discretionary Action Required: YES - NO& TYPE APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval & California Coastal Commission Permit Requlred: YES - NO DATE OF APPROVAL San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (61 9) 521 -8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval WO 0 lncluslonary Housing Fee required: YES NO x (Effective date of lnclusionary Housing Ordinance - May 21, 1993). Site Plan: m/o 0 1. Provide a fully dimensioned site pian drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. ., cs/O 0 2. Provide legal description of property, and assessor's parcel number. Zonlng: & 0 1. Setbacks: Front: Required 20 Shown 3p,r Int. Side: Required /O' Shown / Street Side: Required . - Shown - Rear: Required WC Shown car rS/o 0 2. Lot Coverage: Required LV& Shown <YO% 3. Height &&%vt8 Required Shown 4. Parking: Spaces Required z Shown 3 Guest Spaces Required Shown 0 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER J &wA DATE 7SqA K\ADMIMCOUNTERNCKFRM 1-1 746 STRUCTURAL CALCULATIONS Date: June 28,1996 Project: Peluso Reddence, 2831 Acuna Ct., Carl8bad, Ca. Building Dept: city of Carlsbad UBC: Seismic 2one:Q Basic Wind Speed: 70 mDh ,BpOSUre: Root Roof Covering 5.0 . Ply 1.5 Rafts 3.0 Insulation .5 Ceiling 2.5 Misc. .5 Total Dead Load DL 13.0 Live Load LL 16.0 - - Total Load 29.0 MATERIALS (U.N.O. on plans) Wall. Exterior Walls 16.0 # sf Concrete 2500 psi Grout 2000 psi (Mortor Type M or S) Reinf. Steel A-615 (Grade 40 t3 #5 and smaller, Grade 60 @ #6 & Larger) Structural Steel A-36 Lumber Douglas-Fir Larch (#2 for Joist, Rafter, Header) (#I for Beams, Stringers) (Stud Grade for Studs) New Beam @ Entry P&o Residence V choice Conditions - Data Attributes Actual Critical status Ratio a Adiusfmenfs Date: 7, 101M BeamChek 2.0 8314x 19-112 GLB 24F-V4 DFlDF BASE Fb = 2400 ADJ Fb - 2235 I Min Bearing Area R1= 10.3 inzR2= 10.3in' Beam Span 20.0 R Reaction 1 6700 # Beam Wt perR 31.08 # Readjon 2 6700 # Beam Weight 640# MadmumV 6700 # Max Moment 33409 '# Max V (Reduced) 561 1 # TL Max DeR L I240 TL Actual M L I748 I I Section (ina) Shear (in') TL DM (in) 427.78 131.63 0.32 170.86 51.01 1 .oo OK I OK OK 42% 30% 32% Fb (pi) Fv (pi) E (psi x mil) I Base Values Fcl (psi) 2400 165 1.8 650 I Base Adjusted 2235 165 1.8 650 Cv Volume 0.03 ~~~ Cr Repetitive Cd Duration Ch Shear Stress Cm Wet Use BeamChek has automaticaby added me beam self-weight into the calculations. Uniform TL: 638 =A Uniform Load A J I I I R1 = 6700 R2 = 6700 A A SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal R. - Notes Exisbng Upper Roof Load = (Area) 30Osf x (Total Load) 20 #sf = 8700 # UL Proposed Lower Roof Load = (Area) 6Osf x (Total Load) 20 # sf = 1740 # UL Wng Wall Load Total Uniform Load = 12,760 # UL (648 # PLF) = (Area) 14W x (Total Load) 16 # sf = 2320 # UL New Beam @ Entry 8d4x 18-1R GLB 24F-V4 DFlDF BASE Fb = 2400 ADJ Fb = 2214 Min Bearing Area R1= 10.4 in'R2= 10.4 iP Beam Wt per R 35.06 # Reaction 2 6731 # Beam Weight 702 # Masdmum V 6731 # TL Max Detl Max Moment 33654 W Max V (Reduced) 5805 # L I240 TL Actusl Dell L I585 Date: 7/01/96 BeamChek 2.0 Conditions - Data Beam Span 20.0 ft Reaction 1 6731 # Attributes Section (in') Shear (in*) TL M (in) Actual CrRiCal 397.03 182.37 52.78 144.38 OK OK statu5 0.41 1 .OO OK Ratio 46% 37% 41% Fb (psi) Fv (psi) E (psi x mil) Fcl (psi) yelues A&!!m&- Base Values 2400 165 1 .8 650 Base Adjusted 2214 165 1.8 650 Cd Duration Cr ReptWe Ch Shear Strecls Cm Wet Use BeamChek has automatidy added the beam sen-weight into the calculations. 0.92 Uniform TL: 638 =A Uniform Load A I I n A Rl = 6731 SPAN = 20 FT R2 = 6731 Uniform and partial uniform loads are It8 per lineal ft. Wng Upper Roof Load = (Area) 3008f x (Total Load) 29 #sf = 8700 # UL Proposed Lower Roof Load = (Area) 6Osf x (Total Load) 29 #sf = 1740 # UL Wng Wall Load Total Uniform Load = 12,760 # UL (648 # PLF) = (Area) 145sf x (Total Load) 16 # sf = 2320 # UL Q P~USO Reaidence Conditions - Date Aftributes Actual Crncal status Ratio Adjustments - Loads Structural Calculation New Hdr. @ Entry Date: 7/01/96 BeamChek 2.0 I 6x8 DF-LW BASE Fb - 1200 ADJ Fb = 1200 I '91 NDS Min Bearing Area R1= 3.0 inz R2= 3.0 in* Beam Span 6.0 R Reaction 1 1879 # Beam wt parft 10.02 # Reaction 2 1879 # Beam Weight 60# MaxlmumV 1879# Max Moment TL Max DM 3057 Y MaxV (Reduced) 152011 L1240 TLActualDM L/>1000 I I Section (in') Shear (inz) TL Deil (in) 51.56 41.25 0.08 I 30.57 26.83 I OK OK 0.30 OK L 59% 65% 21% Fb (psi) I Base Values Fv (pi) E (pi x mil) 1200 85 1.8 625 Fcl (pi) Base Adjusted 1200 85 1.6 625 CF Size Factor 1 .oo Cd Duration Cr RepeWe Ch Shear Stress Cm Wet Usa BeamChek has automrrticalty addedthe Imam s&-Wght into the calculations. I PointTL Distance Uniform TL: 563 =A 1 Uniform Load A Pt loads: n n R1 = 1879 R2 = 1879 SPAN = 6 FT Uniform and paltial uniform loads are Ibs per lineal ft. Notes RoofLoad: 6x 15x29=2610 UL (435 PLF) Wall Load : 6 x 8 x 16 = 768 UL (128 PLF) Point Load @ Center = 315 # Sbuctuml Cakulatlon - Peluso Residence Ridge I Eave Beam @ Porch Date: 7/01/98 BeamChek2.0 Conditions '91 NDS ~~ Min Bearing Area R1= 0.5 inz R2= 0.5 in' - Data I Beam SDan 5.33 R Reaction 1 312 # I Beam h per R 10.02 # Reaction 2 Beam Weight 312 # 53X MaximumV 312# Max Moment TL Max DeR 416% MaxV (Reduced) 239# L I240 TL Actual DeR L I WOO0 I I Actual 51.56 41.25 0.01 1 Attributes Section (in') Shear (in') TL DeR (in) Critical Status 1 OK 4.16 4.21 0.27 OK Ratio OK 8% 10% 3% ~ Fb (psi) Fv (psi) velues Base Values 85 1.6 1200 E (psi x mil) Base Adjusted FcL (psi) CF Sbe Factor Ad*Jtments 1200 85 625 625 1 .oo 1.6 Cr Reme Cd Duration Ch Shear Stress Cm Wet Use BeamChek has automaticalty added the beam "weight into the calculations, Uniform TL: 107 =A I Uniform Load A I n A RI = 312 R2 = 312 SPAN = 5.33 FT Uniform and partial uniform loads are Ibs per lineal R. - Notes Roof Load @ Ridge : 19.6 x 29 = 568 UL (107 PLF) Roof Load @ Eave Bm : 11 ~29 = 319 UL (60 PLF) ...I STRUCTURAL CALCULATION Peluso Residence Fad Foundation @ Ends of Beam #l. Beam Reaction-1 = 6700 # Beam Reaction-2 = 6700 # Fad Size: (Assume Soil Bearing of 100W PSF) 6700 1000 = 6.7 sf Required Use: 32" x 32 Sq. x 12 Deep w/ (3) #4 Ea. Way (Provides 7.1 sf)