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Home My WebLink About1448 FOREST AVE; ; CB941527; PermitBUILDING 3~6-3 PERMIT Permit No: C6941527 06/06/95 14:50 S Project No: A9402258 Page 1 of 1 - Development No: Job Address: 1448 FOREST AV Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 156-052-31-00 Lot#: Valuation: 14,476 Construction Type: VN Occupancy Group: Reference4t: Status: ISSUED Description: ADD 154 SF SECOND STORY Applied: 11/23/94 BATHROOM Apr/Issue: 06/06/95 Entered By: MDP Appl/Ownr : DEAL, TRAVIS 619 729!2598 336 PINE AVE #B-12 CARLSBAD, CA. 92008. V Fees Required - --------------- Fees: 6.0O ' Adjustments: / .00 •Tci ts\ .00 Total Fees: /36.00 TlVPILs:\ 111.00 Baan e: 225.00 ±!!L - \eOni -Ext fee Data _ PermitBuilding 162.00 Plan Strong ee (( 105.00 V 1.00 * BUILDING TOTAL t 268.00 Enter "1' for Plum irig. Is\ie Fe . 20.00 Y Each Plumbing Fixtue orTp 3 7..0 21.00 Each Install/Repair 7aterLi'he > ' 1 7.00 7.00 * PLUMBING TOTAL \ (ç INCORPORATED 952 48.00 Enter '1' for Electrid'Is.s / 10.00 Y Enter 1 for Remodel \ // . 10.00 Y * ELECTRICAL TOTAL 0 - 20.00 Enter Y' for Mechanical Issue Fee.> fl . N V . . 2173 06/06/95 0001 01 02 V - C-PRMT 225 00 I,ItJAVPPROVAV VP IL DATE .-6L V V VLEARAfKCE V V CITY OF CARLSBAD S 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 CU,-A3PP]1a2 City of Carlsbad Building Department ' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMITTYPE From List I (see back) give code of Permit-Type: For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. c/— / ç2 EST.VAL I PLAN CK DEPOSIT vAim RV I I 9695 11/23/94 0001 01 02 - C-PRMT .111.00 'il 2. PRQJECI'.LNFORMAllON - •FOROFFICE USE ONLY Address 1 446 tRsr ,&..v.. Building or Suite No. Nearest Cross Street Ic.' P Ccc' LEGAL DESCRIPTION Lot No, - Subdivision Name/Number . Unit No. . Phase No. CHECK BELOW IF SUBMFITED:- 10 2 Energy Gales 912 Structural Gales 02 Soils Report DI Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK . IrApI,,,aADDIU eA SQ. FT. I 't " DPI I ttF..I'I # OF STORIES # OF BEDROOMS , j # OF BATHROOMS. J. WN IACI I'ER.SUN (It different from applicant) NAME (last,name first) j) TRA'/IS ADD % 'i& ADDRESS 3 F' Ave ST I3.I?. ,. CITY Cgip,15puln, STATE CA ZIP CODE 7.2-0063 DAY TELEPHONE 72. 1 2.5 15' 'I. !WV14Lñ.I1 I LI LLIIN I I1J%L I LIlt Li ttluClN I I'tJIS. ..A)lN I IVtL I Lilt LI LIVY iN,L.. LI ttUE.PI I r'.JIt 'JYY IS cn NAME (last name first). D EAL,TRAV ADDRESS 336 p,W AVE Sr. 8.j CITY CJ5AJ). STATE CA ZIP CODE JaCO 8 DAY TELEPHONE NAME (last name first) )ECk.1HA I'4 ED ADDRESS 141g' At)t. CITY C-1. ISD- STATE(.. A-ZIP CODE DAY TELEPHONE 74. 201 CONTRACTOR NAME (last name first) .. ADDRESS CITY STATE ZIP CODE' - DAY TELEPHONE STATE UC. # UCENSE CLASS CITY BUSINESS UC. # DESIGNER NAME (last name first) ADDRESS 33 Ave: - . - CITY CAJ5t) STATE C.A ZIP CODE W08 DAY TELEPHONE 7 &51TATELIC. # - WORKERS CX)MPENSATION . -. Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial - Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy 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 01 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. SIGNATURE ' DATE . . .. - OWNER-BUILDER DECLARA11ON Owner-J3uilder Declaration: I hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: '- 0 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.). 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 Business and Professions Code for this reason: , - (Sec. 7031.5 Business nd 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 pursuáin to the * - provisions of the Contractor's License Law (Chapter 9, commencing 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 [$500]). SIGNATURE . - DATE - - COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? DYES 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N ,.. . .. - Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N 1 . , IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEEfENG THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISI1UCF. CONSTRUCTION LENDING AGENCY . I hereby alt irm that there is a construction lending agency for the performance 01 the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS . APPLICANI CEICIlFICATI1ON 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 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CI1Y 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 work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPUCANVS SIGNATURE DATE: WI-IITE: File YELLOW: Applicant PINK: Finance 0 Ad Y3 66090 UL'I oma s'Iios UNd sola 11NU3' dW di S1eTd/U0TPUflO/frl 961'190 UUV3 sor NO Gd id sa9id/uoiqepunoa/b4a 966190 Ad di flodoL/tlbfloU 96L90 UOO'M SfIS I Ad Yd 96L90 dW UN A8U1J1q3/e3PId31l 960E90 NOIJISNVUL afl'M Ad di sdUtU/s3flU/tjEtiOU 9611L0 Ad di s1TdeU/9e/sP 9611L0 Ad id s,UH/sTeud 1P11S 9611L0 DU di 9,UH/S1eUQd 1914S 96t'ILO STIiM Ad Yd bUtpIeM/bUtT09/T39S/eUL1, 9681L0 Ad di oT19Ia t1&tOU 9681L0 Ad di UOT1flSUI 961L0 Ad di J00a9H1J00H 961L0 Ad di 96IL0 DU di TTA 1U/T44I 1Ot1UI 968L0 ILNaA UN Ad 03 9ueA/1eeH 19M 96680 Ad di 93TA19S 19PM/1ebt9S 96680 SLNWNO3 dSNI L3i NOLLdIU3SU alva AUOLSIH NOLLDdSNI ck) #oT13aTa tbnOU 'Ia VE SLNaHMO3 IL3i N0LLdIU3S3U 'IA'I GO :ij rivlol :J,3fliJgNI 'lilDadS uo3adSNI 860-6L/NVWIiD3Q/t4N :SXUVWaH 869-6L 619 :jcyj :as NA 2dAL 111SNO3 dUD 330 L91P63 #)DN''Id Ad YUV UOL33dSNI NOHd NOHd UO1LDYUJINOD NOHd SIAVUL •,pQ :Jjjy3I'lddi AV LsaIod e,,1 :ggQQy Hor UVU :2dAJ1 WOOUHLi AUOJIS UN003S as VST GUY :NOIJ4IU3SaQ 96/8/0 Wa LStt'60 #J1INUd LsanbaU NOLLDdSNI UVaS'IUVD .O ALID - S ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 - SAN DIEGO, CA 92123 (619) 560-1468 DATE June 1, 1995 U APPLICANT - . CTI JURISDICTION: Carlsbad U PLAN REVIEWER, El FILE PLANCHECKNO 94-1527 SET II PROJECT ADDRESS 1448 Forrest Ave PROJECT NAME Deckelman SFD Addition El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantial comply with the jurisdiction's building codes when minor deficiencies identified in the attached-list are resolvedand checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a completh 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant - contact person. The applicant's copy of the check list has been sent to:, - .• I Esgil Corporation staff did not advise the applicant that the plan check has been completed- Esgil-Corporation staff did advise the applicant that the plan check has been completed. Person contacted Date contacted:. (by: ) - Telephone #: REMARKS By: Kurt Culver * Enclosures: Esgil Corporation GA CM J PC 5/25/95 • - irnsmtl.dot - , - a & 45 Carlsbad 94-1527 II June 1, 1995 4 0 tstandi corrections to be resolved with City staff , * A-'ote on the plans that a complying smoke detector will be installed at the lower"',, level. . . . • ..,. Show that the 3660 window at the master bedroom will have tempered glass. . f . The elevations on sheet 2 specify ICBO # 3147 for the cedar shakes, yet that ICBO # is for aluminum shingles only. Please revise it " - •. , S - 4 , I . 5,, .5•a - - 3frOn sheet 2, emit the detail in the rightside margin (titled "HDA Holdowns"). Then, on the foundation plan on sheet 3, specify that the HD2A's anchor bolt will be the Simpson "SSTB" type. : on he plans that the soils engineer will inspect the foundation excavations and. will provide written approval to the Building Department., : .. . 5 • S t , - , - If you have any questions regarding these items, please contact Kurt Culver of Esgil . Corporation at (619) 560-1468. Thank you. .• . • , - . ; .-•., ,. S I '5 V .• . •, S . . • a.. • S . - - ' r'• :'' '.•- - I - - • - .,. ':-• S - 5 •'_ .5 ..$. -•. .• .. S * - .5 - 5 . 5 • 5 5 • 5- • • . . 5_ V • . .L& • = '_5 - . 5 . & . . • ." - 5- . . .5 5 . - ••.. . S. I • - - S 5 - 5 . -. - -... .- 5. . • -.5 .5. - • - - . I 'I s ' .a - ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: December 5, 1994 E1 AP,PLICAN JURISDICTIO • - - JURISDICTION: Carlsbad P PLAN REVIEWER • EI FILE PLAN CHECK NO 94-1527 SET I PROJECT ADDRESS 1448 Forrest Ave PROJECT NAME Deckelman SFD Addition The plans tralismifted herewith have been corrected where necessary:ànd substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdictkn's building codes when minor deficiencies identified below are resolved and checked by building department staff: The plans transmitted herewith have significant deficiencies identified onthe 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant pontact person. The applicant's copy of the check list has been sent to Travis Deal 336 Pine Ave., #1312 Carlsbad 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the .plan check has been completed. Person contacted Date contacted (by ) Telephone # REMARKS By Kurt Culver Enclosures Esgil Corporation LI GA LI CM [] PC 11/28/94 trnsmtl dot S I Carlsbad 94-1527- December 5, 1994 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 94-1527 JURISDICTION: Carlsbad PROJECT ADDRESS 1448 Forrest Ave FLOOR AREA:.' AREA +154 STORIES 2 HEIGHT -20' - REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 11/28/94 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Kuit Culver COMPLETED: December 5, 1994 FOREWORD (PLEASE READ) - This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National EleOtrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction cothply with Title 24 and the following model codes: 1991 UBC (effective 8/14/92), 1991 UPC (effective 8/14/92),1991 UMC (effective 8/14/92) and 1990 NEC (effective 7/1/91). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. -. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1991 UBC) r3forw.dot - - - - - ., •,, - ,• Carlsbad 94-1527 - December 5, 1994 - Please make all corrections,on the original tracings and submit two new- sets of prints to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California; ; 92123, (619) 560-1468. - - . ' Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3.:. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1991 UBC, UMC. and UPC and 1990 NEC. 4 Show locations of permanently wired smoke detectors with battery backup a) INSIDE EACH BEDROOM. -•''. b) Centrally located in corridor or area giving ~accesi to sleeping rooms. C) On each story. - d) In the basement, if part of the dwelling unit. e) When sleeping rooms are upstairs, at the upper level in close proximity to the stair. . ... . -. D In rooms adjacent to hallways serving bedrooms,' when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 . . .. ' .. 5 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered Section 1210 Window area must be at least 1/10 of the floor area and a minimum of 10 square -feet per Section 1205 (b). THE MASTER BEDROOM NO, LONGER COMPLIES! . Sleeping rooms shall have a window, or exterior. door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable' area of at least 5.7 square feet .with the minimum openable width 20" and the minimum openable height 24". Section 1204. (MASTER BEDROOM) - Specify I.C.B.O. or U.L. approval number for roof materials. Section 107. '. 9 Show veneer support and connections'affached to wood in Seismic Zones 3 and ,4, comply with Ch. 30. 10. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905(c). - Carlsbad 94-1527 December 5, 1994 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report).' r -. If required, show size, embedment and location of hold down anchors on foundation plan Section 302 (d) t. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 305 (e) I Show stud size and spacing. Maximum allowable stüdheights: Bearing wall: 2 x4 a6d2 x 6 max. 10'; Non-bearing: 2 x 4max. 14', 2 x 6 max. 20'. Table 25-R-3. .1 Note on the plans that "all weather-exposed surfaces shall have a - weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. V Section 1708 Note on the plans that approved spark arrestors shall be installed on all chimneys UBC, Section 3703(h) 17: Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC Section 909 (d). New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance Standards established by V V V the American National Standards Institute Standard A112.19.2, and urinals and V V associated flushometer valves, if any, shall use no more than one gallon per.. V V flush and shall meet performance standards established by the American . V National Standards Institute Standard A112.19.2. H & S Code, Section V;V 179213(b) The regulations require a properly completed and properly signed Form CF-IR V • V Vtobe either imprinted on the plans, taped to the plans or "sticky backed" on the. V plans, to allow the building inspector to readily compare the actual construction V with the requirements of the approved energy design. 20. . All energy items shown on the plans must be in agreement with the information V V • shown on the properly completed Form CF-IR. THE PLANS SHOW MORE V V - GLAZING THAN IN THE CALCULATIONS.., V V V V V V V V V 21. V Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms. V S •V V _V - V V V V V VVV VVV V• :-'- V V V-V - Carlsbad 94-1527 December 5, 1994 . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 22. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans . MISCELLANEOUS 23; Provide a rough floor plan of the lower level (to check header spans, etc. The lower level headers will be checked then. - - . 24 At detail 1/2, show the required edge/end distance requirements for the bolt 25 Detail 9/3 is unacceptable as shown Wood must be 2" minimum away from the masonry chinney (not in contact with it) Provide the ICBO number for the metal flue extension, showing that it may be installed on a masonry fireplace and still keep its listing. Detail how lateral loads for the chimney (both the masonry portion and the wood portion) are tied into the horizontal diaphragms. 26. Regarding the structural calculations: -. Sheet 3 uses a live load of only 10 psf!! Revise the calculations to use 40 psf. Check live load deflection of the floor joists.. Sheet 5 calls for shear wall type Gto be at both levels. How is this shown on the plans? 27. Please indicate here if any changes have been made to the plans that are not a • result of corrections from this list. If there are other changes, please briefly : describe them and where they are located in the plans. - Have changes been made to the plans not resulting from this correction list? Please indicate: -. El Yes ElNo 28. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of: 619/560-1468, to perform the plan review for your project. If you have any . ••. questions regarding these plan review items, please contact Kurt Culver at :• Esgil Corporation, Thank you - 4.. . - .,.•- . V -. . . Carlsbad 94-1527 December 5, 1994 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 94-1527 PREPARED BY Kurt Culver - DATE December 5, 1994 BUILDING ADDRESS 1448 Forrest Ave BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION V-N BUILDING PORTION BUILDING AREA' VALUATION : VALUE (sq. ft.) ' MULTIPLIER ($) SFD Add; 154 94 14476 Air Conditioning Fire Sprinklers TOTAL VALUE 14.476 .. tnguneer.ng uelp i BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.CB 9- / 7 BUILDING AbDRESS: / 4'-1f PROJECT DESCRIPTION: oo/ ASSESSOR's PARCEL NUMBER: /5C-ô s- - EST. VALUE / 7 ENGINEERING DEPARTMENT DENIAL APPROVAL Please see the attached report of deficiencies marked The item you have submitted for review has been with El Make necessary corrections to plans or approved. The approval Is based on plans, Information specifications for compliance with applicable codes and and/or specifications provided In yàur submittal; therefore standards. Submit corrected plans and/or specifications any changes to these items after this date,. Including field to this office for review. - 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 By: . Date:_________ suspension of permit to build. . 0 A Right-of-Way permit is required prior to construction of the following improvements: ATTACHMENTS . . . . ENGINEERINGDEPT.CONTACTPERSON 0 Dedication Application 0 Dedication Checklist . . .. . . 0 Improvement Application El Improvement Checklist . NAME: El Future Improvement Agreement . . . City of Carlsbad [J Grading Permit Application ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 0 Grading Submittal Checkil . PHONE: (619) 438-1161. Ext. O Right of Way Permit Application . O Right Of Way Permit Submittal Checl?llst . . . and InformatIon Sheet . . . . . O Sewer Fee Information Sheet - . . . . ... S A4 -. P:\D0CS\CHKLST\8P000IFRM . . . . REV 05/11/94 2075 Las Palmas W. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 4 V V BUILDING PLANCHECK CHECKLIST -, / SITE PLAN, 1 st/'2nd' 3rd' r 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show': North Arrow D. Property Lines Easements Existing & Proposed Structures E Easements . .• / C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 0 2 Show on site plan A Drainage Patterns C Existing Topography 1 B. Existing & Proposed Slopes .. . • / V.' [El" 0 0 3. Include note: "Surface water to be directed away from the building foundation at a 2% V gradient for no less than 5' or 2/3 the distance to,the property ,line (whichever Is !ess).a V V [Per 1985 UBC 2907(d)5]. V V On graded sites, the top of any exterior foundationV shall extend above the elevation V V / of the Street gutter at point of discharge or the inlet of an approved drainage device - // a minimum of 12 inches plus two percéhr (per 1990 UBC 2907(d)5.). V V • V 13" 0 0 4. Include on title sheet V A. Site address V V V V V V V B. Assessor's Parcel Number V V V VV V V C.., Legal Description V V V V V V V V V For commercial/industrial buildings and tenant improvement projects, include: Total V V . building square footage with the square footage for each different use, existing sewer . V V permits showing square footage of different uses (manufacturing, warehouse, office, . V V etc.). previously approved. V V V VV V V V V V V V V EXISTING PERMIT NUMBER DESCRIPTION - V• VV V V V V V V •V V . - V V VV V V V • .V V 1V V - V VV V •V V . V VV:V V V V V V V V V V - V V V VVV V CV .4 VV V •V V V P:\D0cSCHKLSI\8P0001.FRM V Page 1 d, 4 V V V V REV 05/11/94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE jjfr 2fldv' 3rd./ 57W e171,O 0 5. Project does not comply with the following Engineering Conditions of approval for Project.No. Conditions were complied with by: Date DEDICATION REQUIREMENTS Woo 1k 6. Dedication for all street Rights-of-Way adjacent to the building'iite 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. . I S Dedication required as follows: • : Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the - checklist at the time of resubmittal. • . - Dedication completed by _____________________________ Date IMPROVEMENT REQUIREMENTS 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 aè follows: / Please have aregistered 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 improvements requirements. Provide the completed application form and the - . requirements on the checklist at the time -of resubmittal. • •, - ' Improvement Plans signed by: • pate: • - • -• • .• BUILDING .PLANCHECK CHECKLIST I SW 2ndv' 3rd' ODD 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $____________________ so we may prepare the - necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. 0 Future public improvements required as follows:_____________________________ Improvement Plans signed by: Date:___________ 0 0 0 7c. Enclosed please find your Future Improvement Agreement; Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by:_______________________________ Date:. U3" 0 0 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS. The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 0 8a. Inadequate Information available on Site Plan to. make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). O 0 0 8b. Grading Permit required. A. separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: • Date: ZE] 0 8c. No Grading Permit required. P:\OOC$\CHKL31\8P0001.FRM Page 3 of 4 • REV 05/11/94. BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS . . . 2fldv' 3rdf )!4 0 0 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: Street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. . Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: 0 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. . 4 0 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial: I Waste Permit Application Form and submit for City approval prior to issuance of a Permit. . Industrial waste permit accepted by: Date: j P\DOcS\CHKLS1RBPOOO1.FRM Page 4 of 4 .. REV 05/11 /4 PLANNING Q-[EQCLIIST Plan Check No 9- 6-o Addrisi g Foce;r Planner DAVID RICK Phone 438.1161 ext. 4328 (Name) APN: 05Z 31 . . ... : - Type of Project and Use (3?CUfc T3.. Zone Q - Facilities Management Zone (YD (in(out) circle (It property in, complete SPECIAL TAX CALCULATION '. a a WORKSHEET' provided by Building Department.) • [tern Complete , 4 4C - [tern Incomplete Needs your action '4 ,1, 2,3 Number in circle indicates plancheck number where deficiency was " identified ) 0 Environm.ntal Review Required YES - NO 4PE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions' which require action. Conditions of Approval . Discretionary Action Required YES - NO _TYPE - APPROVAL,/RESO NO.-- DATE PROJECT NO. • • . - . •.•. •-. OTHER RELATED CASES: S Compliance with conditions of approval? If not, state conditions which require action. 'Conditions of Approval California Coastal Coinmison Permit Required. YES - NO - DATE OF APPROVAL San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 921084725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. • Conditions of Approval lncitsiónaryHousuigFeered.yEs (Utecflve date of inclusionary Ho gOrdinance - My1, 1993.).. Site PIa 1 Provide a fully dimensioned site plan drawn to scale Show North ( arrow, property Iuis, easements, existing and proposed structure, sueets, existing street improçerneyits, right of way width, dimensioned setbacks and exisun topographical lines I 2 Provide legal description of property, aid assessor's parel number 1. Setbacks: I3uchaiian-Ralsilly, liw. - 'CmI.S1111 itm, .,I, ,. ;,.,, i I.. File No 93-104 February, 28,'1995 Ms Zona Deckelman 1448 Forest Avenue Carlsbad, California 92008 Subject LIMITED SOIL INVESTIGATION - Deckelman Residence - 1448 Forest Avenue Carlsbad, California Dear Ms Deckelman, We are pleased to provide the accompanying report, which presents - the results of our limited soil investigation for the subject project. This study was performed in accordance with, our verbal: agreement and, our Conditions And Schedule of Fees. - -• The report presents our - conci us i. ons and ieóomuierida ti OtIS pertaining to the project and the results of our field explorations . - This opportunity to be of service is appreciated. [1 you have questions or if we - can be of -further service, please do riot hesitate to call. Very truly yours, BUCHANAN-RAHILLY, INCORPORATED ------------ B uck Buchanan RCE 26876, GE 169 (3) addressee --- :--:; 171 r - - - .- - 3442 Hancock St. San Diego. CA 92110 - . (619) 297-1644 ' ': Thwhanan4lahilly,'Iiw. File No. 95-104 • February 28, 1995 Page No 1 LIMITED SOIL INVESTIGATION Deckelman Residence 1448 Forest Avenue - Carlsbad, California PURPOSE OF INVESTIGATION The purpose of the investigation was limited in scope to providing recommendations regarding allowable soil bearing capacity of the on-site soils. We have not evaluated the structural condition of the existihg footings. We understand that the existing foundations are to be deepened and that new foundations are to be constructed to support a new wall. PROJECT DESCRIPTION To aid in our , study, we have discussed the project with. Mr. Travis Deal, the. general contractor, and we have reviewed the following dobuinent: - - * Three plan sheets entitled "Deckelman, 1448 Forrest Avenu,, Carlsbad, California", prepared byTravis A. Deal, undated. We understand the project will include construction of a second story addition over an existing room at the, south end of the house. We also understand that a new wall will be built' close to, but offset from, the south wall of the house in'the area of the addition. The existing 'footings will' be deepened and a new footing will be constructed for the 'new wall. 'The second story addition will serve as a bathroom. "The plans, 'indicate that, the. existing foundations are to be deepened by 12 inches and that the width will be 15 inches. (Detail '4 on Sheet 2 'shows that the footing will not be deepened, but' we understand that this detail is incorrect and will eliminated; Detail 5 will apply to all existing continuous footings.) FIELD INVESTIGATION The field investigation included excavating one hand-dug test pit to a depth of'about, 3 feet adjacent to the existing foundation at -the southwest corner of the house.' The 'test excavation was logged, in the field. No soil samples were obtained. ' --4,'•, ''- , 1 SITE AND SOIL CONDITIONS The subject site is located along a long driveway that extends 'to the north off Forest Avenue in Carlsbad, 'California,. The existing house 'has two stories over most of the 'house and one' 'story in the ' area of the proposed addition at the south end of the house. The - I. • • . : Buchanàn-IIahil1y, liw. - 1 File No. 95-104 February 28, 1995 Page No. 2 house is supported on continuous perimeter footings and interior spread-.footings. The building pad is relatively level. The soil conditions, as exposed in the test pit, consisted-of about 14 to 18 - i'nches 'of loose to,. medium dense, moist, brown, silty fine sand underlain,by dense, moit, 'dark red-brown, slightly clayey silty fine sand. The upper few ..-inches of soil appeared to be landscape type soil and the remainder of the soil encountered appeared to be natural. •The bottom of the existing footing was found to be:at a depth of about 12-inches below grade at the location of our test pit. All the soil encountered in the test pit is considered to have "very loIu expansion-potential. "Vey' low" expansive soils are soils hav1ng an Expansion Index of 20 or. less when tested in accordance with- UBC Standard No. 29-2. -Excavation df the soil .belw depth of.about 18 inches'was difficult, even with the higher than usual moisture •content that existed at the time our test pit was excavated. 'Excavation of this soil during the summer'm'onths would he more difficult and would probably require the use of a 5ick or jackhammer. - - CONCLUSIONS AND RECOMMENDATIONS, The existing perimeter footing in the area of the test pit was founded' in medium dense silty, fine -sand about' 12 inches below adjacent grade The plans indicate that the ekistin, footings will be deepened by 12 inches so that the new depth below grade ,ill- be abbut 2 feet. In our opinion, the denset slightly c.layey,silty sand marine terrace, material encountered at ''about 14 -tO , 18 -inches below existing grade during our investigation has amâximum allowable soil bearing c'apacity of 1500 psf for continuous footings having a minimum width of 15 inches and 'a' minimum depth belo lowest 'adjacent grade of 18 inches' or 6 inches into" dense terrace material, whichever is greater.' Interior spread fbotings that are protected from the elements by the structure and having a'minimum width of 24 inches and a minimum depth below adjacent grade of 18 -inches, have an allowable soil bearing pressure of 1500 psf. These bearing capacity value are based ori our experience with similar soils and are very conservative. Therefore, no laboratory - tests were performed. It' is recommended that,-minimum -. continubus' strip' footing, reinforcement consist of 'four No. 4 reinforcing bars placed horiont'ally in the footings, two near the top of the footing and two near the bottom; It -is recommended that foundation excavations for the addition be observed by representatives of Buch'anan-Rahilly,'-Incorporated prior to placement of reinforcing steel or concrete to observe - Ituehanan-Rahilly, liw. ..File No.. 93-104 •.i• February. 28, 1995 PageNo 3 that the soils 'a r e as anticipated and that the recommendat'ions presented herein have been properly implemented The recommendations for footing and slab-on-grade reinforcement presented above are based on s611 bharacteristi only and are not 'intended to be in liu of .reiñforcmen.t necessary for structural considerations. These recommendations are intended to reduce the effects of heavi'rg1 drse'ttlemei-it. . ,•• 'For design, it is recommendedth.t.tFiepassire prssure exerted by an e'quivalent fluid weight of 300 pcf, be used to provide resistance to design lateral loads within the iense terrace rnaterial,encduntered' below a4 depth of 18 inches and.200 pcf be used within the upper 18 incheof soil.. These values assume that the soil mass extends at .least 10 feet horizonta11y from the face of the footing or three time's the height ;of the surface generating the passive pressure, whichever is greater. If friction is to be 'used-., .:resist lateral loads,' itis ;.recommended that a coefficient of frfction of 0.35"beteen soil and,concrete be used for desigi-i.. . . . We reommend that positive measures be taken to properly finish grade the property after the propoed .improvements are •in place so that drainage waters from the 'lot and adjacent properties are directed off the property and away from the foundations. We. recommend that roof guttersand downspouts-be installed' and that ' "the downspouts discharge into, buried d'ain lines. or -,.other controlled drainage systems. Water should not-be .allowedto pond n?xt to . foundations and the crawl space.sh'ould be kept dry. , j U - ' •. ........................... .. .... •' ' ,, ,- .4 , . -. ' .4 .•." . .•.- '4 Y, '. .' a- ' 4t ''. 4 ,• .' . .-, 4. f . . . , - •. a . •, .' . • 'j k - .-• . . . . - '-•, •. • .,- . . ' ' . • .. 1 ,. - - •-•" , . " - . . iJuchanan-Rahilly, Inc. File -No. 95-104 ., February 28, 1995 Page No. 4 - UNCERTAINTY AND LItITATIOS The conclusions and recommendations presentedherein' are based' on visual observations and the soil and footin'g conditions at an isolated test pit location. If, condition 'are found during construction that are different than-those described herein, this office ' should be contacted - so' that addit-ionar studies and recommendations can be made as necessary. This report is intended- for;design purpose only and may not be sufficient -to prepare an accurate bid. California, including San Diego- is an area of high seismic risk. It, is generally considered economically unfeasible to build a totally earthquake- resistant project; it is therefore- possible that a large oi' nearby earthquake could causedamage at-the site. - Geotechnical-s engineering and the - - geologic sciences are characterized by uncertainty.'. Professional judgment's presented herein are based partly on ;our evaluations -- of the technical information gathered, partly on our understanding of the proposed - construction,' and partly on our general - experience. Our engineering judgment and work rendered herein meet current professional standards;' wedo- not guarante'-,the performance of the project in any respect This firm does not practice-or consult in the field of Safety engineering. We do not directkthe contractors oerat'ions, and we cannot be responsible for the safety .of personnel other than our - - own on the site; the safety .of others i-s the' responsibility- of .the ' contractor. The contractor should notify the owner if he - - - considers any of the recommended actions - presented herein, to be unsafe. ' ' - - - • I ' '; -' •, - - ' L r V -- '' - - , -, ' _•_I - _,. , • - - - - - - . C z "I) t,1 I- ir, C) U) (•) ti, -S z C) z C JJ Cl) SHEAR WALL* A-BOLTS AT FND. T.N. FOR SHEAR WALL SILL ." BLOCK ALLOW. TYPE £ MATERIAL NAILING 0/c MARK ON ONE SIDE*** NAILING 0/c NAILING 0/c SHEAR (j 1/2 MC.y?bd. 5d-è7" 1/2"Øcl0"Q72"0Jc 16d-ø16 16d8" 1004/ft < l/2"Gyr,d. 5d-CN@4M u/2"Øx10'@72"c,)d 16d-N@12" 16d@8" 125#/ft ® 1/2"Gyobd(blk'd) 5d-CN@4 0 6d-CN@7" 1/2"øx1o"02 "cid 1/2"Øxl0"@72c,)d 16d-N@12" 16d-N@16" 16d@6" 16 d@840 -50#/ft 100*/ft (j 5/8"Gypbd. ' ® 5/8"Gypbd. 6d-CN@4" 1/2"Øx1O"tj2"c&c 16d-N@12" 16d@8'1 • 125#/ft ® 5/8"Gypbd(blk'd) 6d-CN@4" 1/2"Øx10"€60"0,1c 16d-Nta 8" 16d@6" ' 175#/ft ® 3/8"S td. Plywd. 8d-N6" 1/2"Øx10"32"0/c 16d-N@6" A35@32 11 ** 264/ft 3/8"Std.Plywd. 8d-N@4" 1/2"øxl0"@24"c/c 16d-N@4" A35@161'** 3844/ft D 3/6"Std.Plywd. 8d-N@.3" 1,/2"0x10"@l6"c/d 16d-N@3" A35@161** 5044/ft ® t 3/8 'td 1yw 8d-N@2-1,/2" 1/2"øx10 41 @16 11 0W 16d-N@2-112" 2-A35024" ** 564#/ft (*) Exterior stucco where occurs shall be woven or welded wire' lath with 7/8" Portland cement plaster w/No.11 gauge xl-1/2"long x7/16" head nails or O1gage x7, ng legs staples @6'1 o/c. T.N.:1'6d@6'3 Bt@6Q" 180#/ft Jsruc /4A.x I s S7ApL& 3"°/.. T.N.:A35@16", 'Boit@24"j325#/ft tes "Simpson" A3 training anchor. per 1CB0 no. 1823,1/8 (***)Minimum 3_1/2N 0 anchors per shear wall. All plywood shear wall panel edges backed with 2x blocking. Plywood installed vert. or ho: Note: Wbere shear wall called for on both sides, reduce nail, framing anchor and bolt spacing by half or use comparable spacing 'showing on the schedule. ALTERNATE ANCHORS FOR INTERIOR, WALLS ONLY ' -• RAMSET 3320 a 32'' (188 ./1) RAMSET 3320 8 16'' (375'a/l) RAMSET 3320 8 8'' (750 a/i)