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Home My WebLink About1260 BUENA VISTA WAY; ; CB900086; Permit.- BUILDING PERMIT Permit No: CB900086 01/22/90 11:32 Project No: A8901669 Page 1 of 1 Development No: Job Address: 1260 BUENA VISTA WY Str: F1: Ste: Parcel No: 156-120-25-00 Valuation: 8,000 Construction Type: NEW Occupancy Group: Class Code: Status: ISSUED Description: 700 SF 89-971 ORIG PERMIT Applied : 01/22/90 Permit Type: RETAINING WALL 2777 01/22/90 OQQl. 02 02 164. {JO cb +R 349 3(. C-PRMT : NOT INCLUDED IN FEES Apr/Issue : Validated By: DC OWNER : WALTHER, ANDY Lic. 1260 BUENA VI CARLSBAD, CA *** Fees Required ** ....................... Fees : Adjustments: Total Fees: Fee description ------------------ Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL 619 753-1453 .oo .oo 164.00 Ext fee Data ----------------- 99.00 64.00 1.00 164.00 A CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A ~ OCOMMERCIAL UNEW UTENANT IMPROVEMENT B - 0 INDUSTRIAL ONEW OTENANT IMPROVEMEN1 c - URESIOENTIAL OAPARTMENT OCONDO OSINGLE FAMILY DWELLING ~ADOITION/ALTERATION OOUPLEX ODEMOLITION OMECHANICAL OPOOL , JECT INFORMATION PLAN CHECK No. Building o? Suite No. FO~R OFFICF USF ON1 Y \- - Nearest Cross Streets jA6a A& /d mA !/ . LEGAL DEXRIPTIDY Lot NO. Subdivision Name/Nvnber Unit No. Phase No. CHECK BELCU IF SUBIIITTEO: n2 Energy Calcs 02 Structural Calcs 02 Soils Report nl Addressed Envelope PROPOSED USE ASSESSOR'S PARCEL EXISTING USE NAME ADDRESS CITY STATE ZIP CM)E DAY TELEPHONE SIGNATURE 0 CONTRACTOR 0 AGENT FOR CONTRACTOR OWNER UAGENT FOR OWNER ADDRESS 4. APPLICANT NAME CITY STATE ZIP CODE DAY TELEPHONE 5 PROPERTY OWNER OLESSEE UTERANT QNAMEANd#EW L. WA LTk ciir CAH~J-&A d STATE c=/J/ ZIP CODE 7200 p DAY TELEPHONE 939- 3 98 ADDRESS 6. CONTRACTOR NAME CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS ciTr BUSINESS LIC. # SIGNATURE T I TLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. W 7. WORKERS ' COMPENSATION Workers' Carpensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Canpensation Insurance by an ahitted insurer, or an exact cow or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not enploy any person in any manner so as to becane subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: 1 as mer of the property or my employees with wages as their sole compensation, will do the work and the structure is rwt 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 uho 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.). 0 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). 0 I am exempt under Section (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, inprove. 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, cannencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefran, 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 [55001). Business and Professions Code for this reason: SIGNATURE DATE CCMPLETE THIS SECTION FOR WON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to subnit a business plan, acutely hazardous materials registration form or risk management and prevention program urder Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? OYES 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? OYES 0 NO Is the facility to be constructed within 1,000 feet of the outer Wary of a school site? 0 YES 0 NO IF ANY OF THE ANSWRS ARE YES, A FINAL CERTIFICATE OF OC(XIPANCY MY Yo1 BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS IET OR IS EETING THE REWlRDlOlTS OF THE OFFICE OF EMERGENCY SERVICES AM) THE AIR POLLvTlDy CCUTRM. DISTRICT. 9. CONSTRUCTION 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 3097ci) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMIFY AND KEEP HARMLESS THE CITY OF CARLSBN AC4IYST ALL LIABILITIES, JWCIIENTS, COSTS AN0 EXPENSES WHICH MY IN ANY UAY ACCRUE AGAINST SAID CITY IN CCUSEQIENCE OF THE GRANTING OF THIS PERMIT. 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 comnenced within 180 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 work is comnenced for a period of 180 days (Section 303(d) Uniform Building Code). APPROVED BY: DATE: 0 BY PHONE WHITE: File YELLOW: Applicant PINK: Finance -.- r- I .i 1. 4 Job: Date: Calcs by: Sheet I of Structural Calculations For ’ I CONSULTING STRUCTURAL DESIGN 135-A Livepool Dr. Cardiff Ca. 92007 Tei: (6 19) 942-8649 c , ---. IC- - # 1 .:e . \. w I4 3 n w X u cn d F 3 p5 4 w 3: , 'm - .- a b.4 0. u Lc \ 0 0 m w- n H W X k 0 rq 0 H w H fJ P4 n 3 c3 z X H 4 VI H !2 WM m x3 E-r 0. m az cOH \o H Irc e 0 FI cr) Lc e 0 W a c4 c3 pc 0 a 4 f4 c3 PI 0 W. cn h t 0 a rn a 2 *rl 4J c 0 c) I -k W P n W X 'u m A 4 4 3 Pi 4 w X v) z 0 b u W z z 0 u I4 J H cn H u z X E+ 4 w X vl A c-3 H % w X vl w w 'w E. 0 0 OD 0 I U .. .. >. I * w UIW~ wm 3 n 'w X u m dcn WW I & 4 w X cn Lu SHEET OF 1) ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL BE EXCAVATED. PROPERLY TREATED, REPLACED AND PROPERLY COMPACTED. 2) CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OR FAILURE TO MAKE SOIL SURVEYS. OR SUB-SURFACE SOIL TESTS, OR GENERAL SOIL TESTING. 3) SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS OF WEEP HOLES, OR A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 0) CONTRACTOR TO PROVIDE FOR DE-WATERING OR EXCAVATING FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 5) CORNERS AND WALL INTERSECTIONS OF TRENCH MUST BE HAND EXCAVATED. BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. 6) CONTRACTOR SHALL PROTECT ALL UTILITY LINES. ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. 7) THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGINEER IS NOTIFIED OF DATES AND TIMES OF CONTRUCTION AND BACKFILL. 8) BACKFILLING OR RETAINING WALLS TO BE COMPACTED BY LIGHT HAND HELD COMPACTORS ONLY. NO VEHICLES. CONCRETE 1) CONCRETE USED IN THE WORK SHALL HAVE THE UTILMATE COMPRESSIVE STRENGH OF 2000 PSI AT AGE OF 28 DAYS, OR OTHERWISE NOTED. 2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE FOLLOWING: 1 1/2" IN FOUNDATION AND MASS CONCRETE. 3) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1. a) AGGREGATE (STONE CONCRETE) SHALL CONFORM TO ASTM C-33. 5) UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE OF REINFORCING BARS TO FACE OR BAR SHALL BE AS FOLLOWS: A) CONCRETE IN CONTACT WITH EARTH, UNFORMED (REGULAR) 3*'. B) CONCRETE IN CONTACT WITH EARTH, FORMED (REGULAR) 2*'. 6) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. SHEET OF 1) BLOCK MASONRY UNITS SHALL BE GRADE **N-l** HOLLOW CORE CONCRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION, AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF .Od% FROM THE SATURATED TO TO OVEN DRY CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 2000 PSI. 2) MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE FOLLOWING RATIO BY VOLUME: ONE PART PORTLAND CEMENT, THREE PARTS SAND AND 1/4 PART TO 1/2 PART MAXIMUM LIME OR LIME PUTTY. 3) GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED TO ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI. 4) MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. 5) MINIMUM LAP REINFORCING STEEL SHALL BE 40 BAR DIAMETERS MINIMUM. PROVIDE 1/2t* MINIMUM CLEARANCE FROM BLOCK MASONRY CELLS. 6) MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-Ot* UNLESS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED. 7) NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. 8) VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT; ANY OVER- HANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 9) ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED INSPECTOR WHERE CALLED OUT. 1) ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 40 FOR #5 BARS AND GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET STEEL BARS EXCEPT AS NOTED. 2) FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE. 3) ALL REINFORCING BAR BENDS TO BE MADE COLD. 4) SPLICES IN REINFORCING STEEL SHALL BE 40 BAR IN DIAMETERS IN MASONRY. SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR IN DIAMETERS. 5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. STRUCTURALSTEEL: 1) ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36-UNLESS OTHERWISE NOTED. 2) ALL LIGHT-GAUGE STEEL HAVE 33 KSI YIELD STRENGH-UNLESS OTHERWISE NOTED. 3) ALL WELDINQ SHALL CONFORM TO A.W.S. AND AISC STANDARDS. 4) ALL MACHINE BOLTS SHALL BE A307 MINIMUM-UNLESS OTHERWISE NOTED. 5) ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM. 6) ALL FIELD WELDING AND HIGH STRENGH BOLTS SHOULD BE SPECIAL INSPECTED. 7) ALL WELDING SHALL BE DONE BY THE SHILDED ARC PROCESS USING APPROVED ELECTRODES PER A.W.S. SPECIFICATION. E7OXX (LOW HYDROGEN ELECTRODED). 1) ALL STRUCTURAL LUMBER TO BE DOUGLASS FIR-GRADE MARKED PER CALL OUT IN ENGINEERING CALCULATIONS. 2) ALL NAILINQ SHALL CONFORM TO U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED. 1) THE CONTRACTOR SHALL VERIFY ALL DIMENTIONS, ELEVATIONS AND CONDITIONS PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES AND INCONSISTENCIES. 2) CLIENT AGREES THAT CONSULTANT WILL NOT PERFORM ON-SITE CONSTRUCTION REVIEW FOR THIS PROJECT. I) SPECIES-DOUGLASS FIR-LARCH. 2) WOOD STRESSES-REF. I, TABLE 25-~-1. WALLS : Zone 4 .3 = /a. 4 ,n /3SoX 12 /2so 81.25 0 R b , ;z FT-LS . . - - .. .. . . n iig backfill or ud surcharge - mortar cap 4 4 total 2 Rwirion ui%m --@) ba RCCOYYENDEO IY THE SAN DlCCO By I Approved 1 Oat* % @,# .. B -88 SAN OlEGO REGIONAL STANDARD DRAWING REG,ONAL S,AWOAROS - Wa&L/ &. ms CqOrLNIOI il C E 1980) OU1 I MASONRY RETAINING WALL TYPE 3 I ECTlON lux. . il worovcd T I layout line -- cy PLAN mortar cap b" b I I 1 m iu c 5 Horizontal mint. not shown i3 EL EVATl ON TYPICAL SECTION over 5' - 4" additional notas and details. 2. Fill all blockcells with grout. @ bars h TYPICAL SECTION 5' . 4" max I It * I ORAWING [LEVEL BACKFILL) I NUMBER c-3