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HomeMy WebLinkAbout1348 CORVIDAE ST; ; CB993554; Permit10/04/1999 City of Carlsbad Retaining Wall Permit Permit No CB993554 Building Inspection Request Line (760)438-3101 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant RAFAEL & BROS 1348 CORVIDAE ST CBAD RETAIN 2156913100 Lot# 0 $2,360 00 Construction Type NEW Status ISSUED Applied 09/27/1999 MDP 10/04/1999 10/04/1999 3014 IDLEWILDE SAN DIEGO CA 92117 619272-1871 Entered By Plan Approved Issued PITTS RESIDENCE Inspect Area 160SFRET WALL & GAS & ELEC FOR BAR-B-QUE 4633 10/04/99 0001 0.1 02 C-PRMT" v" 100-33Owner PITTS BRADLEY C&VICKI A 1348 CORVIDAE ST CARLSBAD CA 92009 Total F:ees $13434 Total Payments To Date $3401 Balance Due $10033 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee TOTAL PERMIT FEES $5233 $000 $3401 $000 $1 00 $000 $000 $4700 $13434 Inspector = FINAL APPROVAL Date 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 capactiy 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 1 PROJECl INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO <7~ EST VAL Plan Ck Deposit. Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Proposed Use CONTACVPERSON (if different from applicant) J'7' APPLIpANT £f Contractor [TJ Agent for Contractor O Owner? O :Algent for" Ownej 3 \ <^Gi U-V rw/r/v i.xi^rZ—'Dtv 4 ''PROPERTY OWNER Name Address City State/Zip Telephone # 5 CONTRACT OR -(COMPANY NAME •"• "!»•<•• "' "-i, "*s % ^Hi ; "^k . ;. ' : .;» "«: (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 ^Vny/yiolajion of Section 7031 5 by any applicant for a permit subjects the applicant to ajyvil psqalty of not more tban five hundred dollars l£500]) State License # Address License Class State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 16 WORKERS''COMPENSATION "3M:|i, ' ""'V\ ' ..-..' '• ' ^ flfi^ Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l 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 l~l 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 [$100] OR LESS) ft(9-^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 ($1QjOaiuu^ in/a'dditiop to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees 7 OWNER-BUlferffl DECLARATION *? O^""^ -~^ ~ h , J ihp"; I hereby affirm that I am exempt from the Contractor s License Law for the following reason fl 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 sold within 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) l~l 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) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement £] YES ONO 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 number / 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 / address / phone number / 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 / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE IHiSjSECTIONIFOR NON-RESIDENTIAL BUILDING PERMITS ONL-Y *L , " :CS 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? D YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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 8|; CONSTRUCTION LENDING AGENCY * - ^ S s 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 97 APPLICANT CERTIFICATION . ;, 77:::1 . "~:, ' : "V' • " " ___., " :....K; hii" A C :/'"' 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 CitV 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 Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 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 wjjjjps-jonjmenced^for>per.iod of ,/80/fays (Section.T06 4 4 Uniform Building Code) APPLICANT S SIGNATURE / ^fsJ&f^Z^f ^^^^/^TJ^^t-/^^^ DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Inspection Request For 12/10/1999 PerrniW CB993554 Title PITTS RESIDENCE Description 160 SF RET WALL & GAS & ELEC FOR BAR-B-QUE Inspector Assignment SR Type RETAIN Sub Type Job Address 1348 CORVIDAE ST Suite Lot 0 Location APPLICANT RAFAEL & BROS Owner PITTS BRADLEY C&VICKI A Remarks Phone 6197426048 Inspector Total Time CD Description 69 Final Masonry Requested By RAFAEL Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date Description Act Insp Comments 10/21/1999 62 Steel/Bond Beam 10/14/1999 11 Ftg/Foundation/Piers 10/14/1999 23 Gas/Test/Repairs 10/14/1999 31 Underground/Conduit-Wiring 10/14/1999 34 Rough Electric AP SR OK TO GROUT AP SR AP SR AP SR WC SR City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER CB BUILDING ADDRESS PROJECT DESCRIPTION Retaining Wall 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 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 Dates DENIAL Please see the attached report of deficiencies marked with D 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 By By Date Date Date ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT CONTACT PERSON NAME JOANNE JUCHNIEWICZ City of Carlsbad ADDRESS 2075 Las Palmas Drive Carlsbad, CA 92009 PHONE (760) 438-1161, ext 4510 \\LASPALMAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKLST\Retaining Wall Building Plancheck Cklst Form JJ doc 2075 Las Palmas Dr • Carlsbad, CA 92009-1576 • (76O) 438-1161 • FAX (76O) 431-5769 © BUILDING PLANCHECK CHECKLIST RETAINING WALLS Q 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures (dimensioned from street) C Property Lines 2 Show on site plan A Drainage Patterns B Existing & Proposed Slopes C Existing Topography Include on title sheet A Site Address B Assessor's Parcel Number C Legal Description D Grading Quantities Cut D E Easements Retaining Wall (location and height) Fill Import/Export (Grading Permit and Haul Route Permit may be required) Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date MISCELLANEOUS PERMITS Q Q 5 A RIGHT-OF-WAY PERMIT is required to do work in City Riaht-of-Wav and/or private work adjacent to the public Right-of-Way A separate Right-of-Way issued by the Engineering Department is required for the following Please obtain an application for Right-of-Way permit from the Engineering Department Page 1 \\LASPALMAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKLST\Retaining Wall Building Plancheck Cklst Form JJ doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER -/- PLANNER DATE ENGINEER DATE Docs/Misforms/Plannmg Engineering Approvals MINIMUM REQUIREMENTS FOR Retaining Wall/Sloping Backfill San Diego Area Chapter International Conference of Building Officials Carlsbad Chula Vista. Coronado CM Mar El Capri El Centra Enemas Escondido Imperial Bea* U Mesa. Lemon Grove. Naunal City Oceanside Poway San Dego Cay San Oago County San Marcos Samoa Solana Beach. Temecula. Vela CHAPTER POLICY 222 November 1992 Construction of retaining walls, except those less than three feet high and not supporting surcharge, requires a permit and is regulated by local building codes This chapter policy outlines requirements for re- taining walls with sloping backfill Chapter Policy 221 covers retaining walls with level backfill Contact your local building department for infor- mation on how to obtain a permit for a retaining wall I INSPECTIONS Inspections must be performed during several phases of construction Please call for inspections at the following times A When the footing has been dug with the steel tied securely in its final position, and the site is ready for the concrete to be placed, a footing inspection is needed B Amasonrypregroutinspectionisrequiredwhen the block has been laid and the steel is in place, but before the grout has been placed 1 If cleanout holes are used, block may be laid to the full height at the grout pour before calling forthepregroutmspection Grout shall be placed in a continuous pour in grout lifts not exceeding 6 feet 2 If cleanout holes are not used, a masonry pregrout inspection is required prior to each grout pour Block cannot be lai d higher than the grout pour Note that cleanouts are required for all grout pours over 5 feet in height C After grouting is completed and rock or rubble wall drains are in place, but before earth backfill is placed, call for a backfill/drainage inspection D When all work has been completed call for a final inspection H. WALL HEIGHT Wall height is measured from the top of the footing to the top of the wall Walls not shown in Tables A and B on page 2 must be designed specifically for the enstingconditaon The walls shown here are designed to retain earth banks from level to a slope of 1 horizontal to 1 vertical (slopingsurcharge) No building foundation, driveway, or other loading on the upper level is allowed within a distance equal to the height of the wall m. BLOCK All block must be type "N" grouted solid with f = 1,500 psi IV. MIX REQUIREMENTS Note that use of plastic cement is not permitted in retaining wails located in Seismic Zone No 3 or 4 A. The concrete mix for footings must meet a compressive strength of f 'e = 2,000 psi minimum, or the following proportions by volume 1 part Portland cement 2Va parts sand 3V2 parts 3/4-mch maximum-size gravel 7 gallons of water maximum per sack of cement B The mortar mix must have a compressive strength equal to 1,800 psi minimum One possible mix contains the following proportions by volume 1 part Portland cement 3V2 parts sand V4 part hydrated lime or lime putty C Grout must have a compressive strength equal to 2,000 psi minimum One possible mix contains the following proportions by volume 1 part Portland cement 3 parts sand 2 parts pea gravel ('/,-inch aggregate) Add water until pounng consistency is achieved without segregation of the grout constituents Rod or vibrate immediately Rerod or revibrate grout about 10 minutes after pounng to ensure solid consolida- tion Stop grout 2 inches from top of masonry units when grouting of second lift is to be continued at another time Note All cells must be filled solid with grout V. MORTAR KEY To insure proper bonding between the footing and the first course of block, a mortar key must be formed by embedding a flat 2x4 flush with and at the top of the freshly poured footing It should be removed after the concrete has started to harden (about 1 hour) A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured and a good bond is obtained VL WALL DRAINS Wall drains (four-inch-diameter) must be placed at 6-foot intervals along the length of the wall and located just above the level of the soil or paving on the front face of the wall The drains may be formed by placing a block on its side at 6-foot intervals, by leaving out the mortar in the vertical spaces between all the blocks (head joint) in the first course above the soil or paving on the front face of the wall or by any Page 2 of 4 San Diego Area Chapter • ICBO • Chapter Policy 222 November 1992 other acceptable equivalent method Backfill behind wall drains or open head joints must be loose rubble or gravel 12 inches wide and extending from the top of the wall to the top of the footing VII. SOIL Wall design, footing sizes and reinforcing steel are all based on an active earth pressure with an equiva- lent fluid weight of 30 pounds per cubic foot All footings must extend at least 12 inches into undis- turbed natural soil or compacted fill which has been compacted to at least 90 percent density Soil should be dampened prior to placing concrete in footings A soilsreport, com piledbyalicensedcivil engineer, may be required A minimum of 7 feet must be provided horizontally from the toe of the footing to daylight where the ground slopes away from the base of the wall Footing sizes given in Table A are based on a 1,000 psf maximum soil bearing value, use of a larger engineer, may be required VIII. REINFORCING STEEL Reinforcing steel must be deformed and comply with ASTM specification A615-85, Grade 40 or 60 When one continuous bar cannot be used, a lap or splice of 40-bar diameters is required Two #3 bars must be placed longitudinally in the footing as shown in Figures 1 and 2 For 6-inch or 8-inch blocks one #3 reinforcing bar must be placed longitudinally m the center of the wall in a mortar joint every 16 inches as the blocks are laid up For 12-inch blocks one #4 reinforcing bar must be placed longitudinally in the center of the wall in a mortar joint every 16 inches as the blocks are laid up IX. USE OF TABLES Determine height of wall to be constructed as described above and the slope of retained earth Using Table A with the appropriate wall height and slope of ue<ujng vitiuc win rel^uii e ucaigu uy a. iiieuaeu ai i_iu- icuauieu caji*ji, i euu i. , i\, n anu vv uesigiiciuuns • tect or civil engineer specifically for the existing Then proceed to Table B conditions A soils report, compiled by a licensed civil Table A / Requirements for Various Slopes of Retained Earth (Horizontal Run to Vertical Rise) Wall Ht 1 6" 2 0- 2-6" 3 0" 3 6' 4 0" 4 6" 5 0" 5 6" 6-0" 7-0" 8-0' Level T R K W A 1 N 14" A 1 N 1'-4" A 1 N V7" A 1 N 20" A 1 N 2'-T B 1 N 2' 4" B 1 N 2'-6" B 4 D 2'-9" BSD 30" C 5 E 3'-3" C 5 E 3-9" C 5 G 4-6' Stol T R K W A 1 N V-4" A 1 N 1-4- A 1 N V-7" A 1 N 2'-0" A 1 N 2T B 1 N 2'-4" B 2 D 2'6" B 4 D 2-9" B 6 D 3-0" C 5 E 3'-3" C 5 F 3'-10" 4to1 T R K W A 1 N V-4" A 1 N 1-4" A 1 N V-7" A 1 N 2-0" A 1 N 2-r B 1 N 2'4" B 2 D 2-6" BSE 2'-9" B 6 E 3'-0- C 5 E 3'-4" C 6 F 3 10" 3to1 T R K W A 1 N 1-4" A 1 N 1'4" A 1 N r-7" A 1 N 2'0" A 3 D 2'-r B 1 D 24" B 2 D 2'-6" BSE 2'-9" B 6 E 3'-0" C 5 E 3'4" C 6 G 3'1T 2to1 T R K W A 1 A 1 A 1 A 1 A 3 B 1 B 4 B 6 C 5 C 5 C 7 N r-4" N V-4" N V-7" D 2'-0" D 2'-r D 2 4" E 2'-6" F 2'-9" F 3-2" F 3'6" G 4'-1" 1t/2 to1 T R K W A 1 N V6' A 1 D 1'8" A 1 D V-10" A 1 E 22" B 1 E 24" B 4 F 2-5" B 6 F 3'-1" C 5 G 3-5- C 5 G 39" C 6 G 4'2" 1to1 T R K W A 1 D 1'7" A 1 D 1 10"' A 1 E 22' 81 f 2'5" B 4 F 2'4- B 6 G 3'4' C 5 G 39' Table B 1AJ-« / Values for T, R and K Wall Type and Thickness, T A — Type 1, 6' block B — Type 1, 8" block C5— Type II, 8" and 12" block Reinforcing Steel, R 1 — #3 bars @ 24" o c 2 — #4 bars @ 32" o c 3 — *3bars@ 16" oc 4 — #4 bars @ 24" o c 5 — #4 bars@ 16' oc 6 — #5 bars @ 16" oc 7 — #6 bars @ 16" oc Footnotes Key size, K (Width by depth) D — 6" x 6" E — 8" x 8" F— 12"x12" G— 12"x18' N — None 1 Footing sizes are based on 1 ,000 psf maximum soil bearing value The resultant is within the middle third of the footing 2 Walls not shown in the tables above must be designed specifically for the actual condition 3 All construction must comply w th the specifications shown in this information bulletin 4 All blocks must be grade "N" grouted solid with an f'm = 1 ,500 psi 5 For Wall Type II the first 32 inches of block, regardless of wall height must be 12-mch-wide masonry units November 1992 San Diego Area Chapter • ICBO • Chapter Policy 222 Page 3 of 4 Figure 1/Type I retaining wall with sloping backfill Concrete block 2 - #3 bars typical 3" clear typical 2" minimum to • 6" maximum > Lap splice (See Section VIII) OOO^N^O^'*!WOd^^fl O5*'ri Slope of retained earth (given as horizontal run to vertical rise) Horizontal steel (See Section VIII for applications) Wall thickness 6" when T=A 8" when T=B — 2" clear Reinforcing steel, R Gravel backfill 12" wide Mortar key (see section V) 12" minimum concrete depth, 12" minimum into natural ground or approved compacted fill Note: A minimum of 7 feet must be provided horizontally from the toe of the footing to daylight where the ground slopes away from the base of the wall Page 4 of 4 San Diego Area Chapter • ICBO • Chapter Policy 222 November 1992 Figure 2/Type II retaining wall with sloping backfill /k>* /&Z/&Z Slooe of retained earth / i \ \ ! \ 3" clean Note- \2" minimum to^J #4 bars @ 1 6" o c 8" block > H 1 2" block > Wall dram > 2- #3 bars f typical ~7\^^ W/y//^/j( I W/ '^pn,w,yn,^^ mi ^;f^i % % ft 1 % %& %n ii€tSS§. d^^&X V^'V^X* Concrete H^-»£C* block i£v'^j>£ Horizontal steel '•'< '/C* vv for applications ) ^f '.,»«? ;;^^ ma> llf^'i- *•*** ,,, , «5» „!..„,' -' ^O?<. ciyar ^^;^\,>^S<. Reinforcing S.,"5'xS'V£5s Steel , R ^^V-'^-",V1^ -51/ « | 15^'^i'i? 2 32"" S77* .$^€ -'/ >< Gravel backfill R Fnr ^ >^4;'-~'^ 12" wide // * ^N *-' ^ f*yf t& * V^V V ?-v*.ii'l*S* Kvlrtrtar [saw^"jSf" v-**V ^ v^ Mortal Key '% ^ ' '..I1- .'£ .:,' > (See Section V ) ""^ ^ o co y ' i ' o Jx»^ 1 ypical £o',ft>*e» 8<-U rZac^P* a <Z '' ^fc ^ ^ O o •"" ^ ^ 1 1 51 :imum f k ssthan ee Table Xnote 5 f C-Key size , K 12" minimum concrete depth, 12" minimum into ^ natural ground or approved•* w ^ compacted fill A minimum of 7 feet must be provided horizontally from the toe of the footing to daylight where the ground slopes away from the base of the wall