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Home My WebLink About1510 MAGNOLIA AVE; ; CB980044; PermitB U I L D I N G P E R M I T Permit No: CB980044 02/10/98 12:09 Project No: A9800076 Page 1 of 1 Development No: Job Address: 1510 MAGNOLIA AV Suite: Permit Type: RESIDENTAL ADD/ALT 3898 02/10/98 0001 01 02 Parcel No: 205-220-55-00 Lot#: CPRMT 145.00 Valuation: 12,032 Occupancy Group: Ref erence#: Description: CONVERT SPACE TO CLOSET-2ND STORY-128 SF Appl/Ownr : STENGER JOSEPH 1510 MAGNOLIA AVENUE CARLSBAD CA 92008 Fees Required Fees: 239/0 (a ( Adjustments: .0/ Total Fees: /39.0 Fee description / Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Construction Type: VN Status: ISSUED Applied: 01/07/98 Apr/Issue: 02/10/98 Entered By: JM 760 434-7923 Pees Collected & Credits ---------------------------- .00 94.00 145.00 it Ext fee Data ------------------- 144.00 94.00 1 1.00 I 239.00 FIApppQf • LINS CLEEARANCiE •- CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 FOR OFFICE USE ONLY PERMIT APPLICATION . . Ir PLAN CHECK NO. EST. VAL. CITY OF CARLSBAD BUILDING DEPARTMENT Plan Ck. Deposit Valid at 2075 Las PaIrrias Dr., Carlsbad CA 92009 t(760)A38-1161 Date ed By .i QINEORMATION I57I0 lfl,46NOLIA AyF. MQcgA-D M . 11 zoo - JA Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Uni276 o1/dpNo. Total # of units 2. 05-' Z5 00. •. . ... . ,. 0001QJ 07 Assessors Parcel # . Existing Use - pUse 'fo RAV Description of Work - SQ. FT. #of Slries # of B4drooms # of Bathrooms _S10 IiAk WA - Name . . Address- . . ' City State/Zip Telephone # Fax # Crctcr Cctc1 ZOwner E ArnfDrDner * OSPH rJ&EQ. 1510 at At. Jou4 ewE.. a, 'ioO& 7,o/L/3/_79z3 Name Address City State/Zip Telephone # PROPERT WNER .--- J'425L-_Pff 'STP& sEiouA / fçf Name Address . City State/tip . -Telephohe . - (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 axe m ton. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name . Address City State/Zip Telephone # State License # License Class •. . City Business License # Designer Name Address . . . . City -State/Zip Telephone State License # .RKCOMPENSAT1N I .. - Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insurd for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: - Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars 100,000). in addition o the cost of compensation, damages as provided for in Section 3706 of the Lepor c9de, interest and attorney's fees. SIGNATURE JK1. . DATE L. D 1. DECIA'RAfION - ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: IK 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct .the project (Sec. '7044, -Businss 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: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracied with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors, license number): . I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE .. DATE J lcf_g -.. . '. .. -. "-— T. Is the applicant or future building occupant required to submit 'a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505; 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain apermit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of ,a school site? ' - 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8 CONSTRUCTIONLENDING_AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME f'J E e LENDER'S ADDRESS NA 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 abve 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 t work is co mence fo a period of 180 days(Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE 'j...-- - DATE __iJ71gg _- - . . 'WHI : File YELLOW: Applicant PINK: Finance - - CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB980044 FOR 08/05/98 DESCRIPTION: CONVERT SPACE TO CLOSET-2ND STORY-128 SF TYPE: RAD JOB ADDRESS: 1510 MAGNOLIA AV APPLICANT: STENGER JOSEPH PHONE: r"rrD • OUCM1'. INSPECTOR AREA PD PL1NCK# CB980044 0CC GRP CONSTR. TYPE VN STE: LOT: 760 434-7923 OWNER: PHONE: A/A/\ REMARKS: C/JOE/434-7923 INSPECTOI SPECIAL INSTRUCT: INSP DID NOT KNOCK LOUD ENOUGH WHEN LAST I HOMEOWNERS SAID THEY WERE HOME. TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 073198 Final Structural CO PD NO ONE HOME 1:15 032098 Interior Lath/Drywall AP PD 030398 Rough Combo AP PD 022798 Frame/Steel/Bolting/Welding CO PD ON CARD 022098 Frame/Steel/Bolting/Welding NR PD EsGil Corporation ProfessionafZ'[an Review Engineers DATE: 2/3/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-0044 PROJECT ADDRESS: 1510 Magnolia Ave. SET: H U APPLICANT fA9JURIS. U PLAN REVIEWER U FILE PROJECT NAME: Stenger 2nd Story Closet Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in Remarks below are resolved and 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 complete recheck. LII The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII The applicant's copy of the check list has been sent to: U 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: Please make the notes as circled in red on sheets I & 4 of the Owner Set II on the City Set 11.-I p1aeattaeh-tke-.eempanying--Mifimuffi-GeIátrueth1 Specifkation sheets-to-the-Guy-Set-Il. All else O.K. By: Mike Puckett Enclosures: Esgil Corporation E GA fl CM D EJ D Pc 1/27/98 trnsmtL dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation Professiona[P[an Review Engineers DATE: 1/20/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-0044 PROJECT ADDRESS: 1510 Magnolia Ave. SET: I DAP NT JURIS. N REVIEWER D FILE PROJECT NAME: Stenger 2nd Story Closet 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 substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and 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 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Joseph Stenger 1510 Magnolia Ave. Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed. jjIj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Mike Puckett Enclosures: Esgil Corporation J GA LI CM E1 EJ 1 Pc 1/12/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 6 San Diego, California 92123 • (619) 560-1468 6 Fax (619) 560-1576 Carlsbad 98-0044 1/20/98 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-0044 JURISDICTION: Carlsbad PROJECT ADDRESS: 1510 Magnolia Ave. FLOOR AREA: 128sqft STORIES: 2 HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/7/98 DATE INITIAL PLAN REVIEW COMPLETED: 1/20/98 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/12/98 PLAN REVIEWER: Mike Puckett 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 Electrical 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 comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994. UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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. 106.4.3, 1994 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 (1994 UBC) r3lorw.dot Carlsbad 98-0044 1/20/98 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two setsofp1àns for residential projects). . For expeditious processing, corrected sets can be submitted in one of two ways: -1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560- 1468. Deliver all remaining sets of plans and calculations/reports directly to. the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. Specify on the Title Sheet of the plans the gross floor area of each element of this project. Section 106.3.3. Please provide a floor plan of the 2nd floor and garage. Identify on the cross section drawing the dwelling side of the wall and the garage side. Identify which framing is new and which is existing. Are the garage rafters an extension of the dwellings? Are the rafters to be supported by the new walls. Please dimension the step into the new closet area. Please show on the floor plan any electrical to be installed. Show the size of the footing and location on a foundation plan for the posts at either end of the glu lam beam. Show full support for the 51/8" glu lam. Increase the post size to 46 minimum. Show a positive connection i.e. metal hardware post cap/post base at the post/beam and post/footing connections. Make note on plans that smoke detectors will be installed in all existing bedrooms and hallways leading to the bedrooms. Carlsbad 98-0044 1/20/98 Show 5/8 type x drywall on garage side floor joists, around the glu lam beam, the 4x post supports, and walls to the underside of the roof sheathing above to provide the required occupancy separation. Attach the Minimum Construction Specifications documents to the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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: YesU No U 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 Mike Puckett at Esgil Corporation. Thank you. MINIMUM CONSTRUCTION SPECIFICATIONS These are minimum specifications established by the Uniform Building Code. These specifications apply in the absence of more restrictive specifications in the approved plans. Code sections listed refer to the 1994 edition of the UBC I. FOUNDATION AND UNDERFLOOR I. Concrete. Strength. Concrete .for footings -must. have -a minimum compressive strength of 2500 psi at 28 days and composed of: 1 part cement, 2 1/2 parts sand, 3 1/2 parts of 3/4" maximum size rock with not more than 7 gallons of water per sack of cement. Wood and Earth Separation. Foundations supporting wood must extend at least 6" above the adjacent finish grade. [UBC Section 1806.1] Provide 18" clearance under wood joists and 12" clearance under wood girders which are not pressure treated. [UBC Section 2317.3] Concrete Slabs. Slabs on grade must be at least 3 1/2" thick. [UBC Section 19241 Treated Wood. All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be pressure-treated wood or foundation grade redwood. Wood joists closer than 18", or wood girders or supports closer than 12" to the ground, must be pressure treated. [UBC Section 2317.4] S. Anchor Bolts and Fàoting Sills. All sills must have full bearing on the footing wall or slab and must be bolted to the foundation with 1/2" nominal diameter steel bolts embedded at least 7" into the concrete or reinforced masonry or 15" into unreinforced grouted masonry. Bolts must be spaced not to exceed 6' on center. There must be 2 bolts per piece with bolts not over 12" from cut end of sills. [UBC Section 1806.6] Underfloor Vents. Underfloor areas must be ventilated by openings in foundation walls. Wall openings must have a net area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings must be arranged to provide cross ventilation and must be covered with corrosion- resistant wire mesh with openings of 1/4-inch in dimension. [UBC Section 2317.7]. 7. Underfloor Access. Underfloor areas must be provided with an unobstructed crawl hole not less than 18" x 24". Openings must be effectively screened or covered. [IJBC Section 2317.3]. H. WOOD FRAMING 1. Lumber. All joist, rafters, beams, and posts 2" to 4" thick must be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker must be No. 1 Grade Douglas Fir- Larch or better. (See item 13 in this section for lumber grading requirements for studs.) Wall bracing. Every exterior wood stud wall and main cross partitions must be braced at each end and at least at every 25 feet of length with Ix 4 diagonal let-in braces or equivalent. [UBC Section 2326.11.3, 2326.11.4, Table 23- I-W]. Lateral Support. Floorjoists and rafters more than 10" in depth and spanning more than 8 feet must be supported laterally by bridging or solid blocking at intervals not exceeding 8 feet. [UBC Section 2306.7]. Blocking. Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls. [UBC Section 2326.8.6]. Roof Blocking. Provide 2" full depth solid blocking at ridge line and at exterior walls on trussed roofs. [UBC Section 2326.12.8]. Double Joists. Floor joists must be double under bearing partitions running parallel with the joists. [UBC Section 2326.8.5]. Rafter Purlin Braces. Purlin braces shall be not less than 45 degrees to the horizontal. [UBC Section 2326.12.7]. Rafter Ties. Rafter ties must be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. [UBC Section 2326.12.6]. Clearance. Provide 1/2" minimum clearances between top plate of interior non-bearing partitions and bottom chord of trusses. Top Plate. Provide double top plate with minimum 48" lap splice. [UBC Section 2326.11.2]. Nailing; Nailing-shall be incompliance with UBC Table 23-I-Q. A copy of this table is reproduced on page 4. Fire Blocks. Fire blocks must be provided for walls at ceilings, floor levels and concealed spaces at 10' O.C. horizontally. [UBC Section 708.2.1]. Studs. In one and two story buildings, studs for exterior walls and interior bearing walls must be not less than 2"x4" at 16" o.c. Studs for interior non-bearing partitions may be 2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4' wide and not more than 8 feet long must be "stud grade" Douglas fir Larch or better when supporting not more than one floor and a roof. Studs for beaaring walls must not exceed 8 feet in height: [UBC Section 2326.11.1, Table 234-R-3]. Laminated Wood. An AITC Certificate of Conformance for glued laminated wood members must be given to the 4/96 CM 1 of 4 Building Inspector prior to their installation. [UBC Section 2305]. III. GENERAL MATERIAL SPECIFICATIONS. I. Mortar Mix. Mortar to be used for construction of masonry walls, foundation walls and retaining walls must be 1800 psi minimum and may consist of: I part Portland cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime putty. Plastic cement may be used with I partplastic cement to 2 1/4 to 3 parts sand. [UBC Table 21-A, UBC Standard 21-15]. Grout Mix. The mix for the grout may be: 1 part Portland cement, 3 parts sand, 1/10 part hydrated lime or lime putty, I to 2 parts pea gravel (3/8" maximum). Water added to pouring, consistency without segregation of grout constituents. [UBC Table 21-B] The use of plastic cement is not allowed for grout. [UBC Section 2103.5] Masonry. The masonry units must comply with ASTM Spec. C90-75, Grade N for hollow unit concrete blocks. [UBC Standard 21-4] Structural Steel. Steel used as structural shapes such as wide flange sections, channels, plates and angles must comply with ASTM Spec. A-36. Pipe columns must comply with ASTM Spec. A-53. [UBC Standard 22-I]. IV. ROOFING AND WEATHERPROOFING. I. Wood Siding. All wood siding must be placed over an approved, weather-resistive barrier. [UBC Section 1402.1] 2. Flashing Around Openings. Every opening in any exterior wall must be flashed with sheet metal or waterproof building paper. [UBC Section 1402.2. Building Newsletter 17-2] Roof Covering. Mineral-surfaced, built-up roofing must not be installed on roof having a pitch greater than 3 inches to 12 inches. The following are minimum pitches: composition shingles: minimum 2 inches to 12 inches; wood shingles: minimum 3. inches to 12 inches; wood shakes: minimum 4 inches to 12 inches; roofing tile: minimum 2V2 inches to 12 inches; clay or concrete roofing tile: minimum 4 inches to 12 inches. Wood shingles and wood shakes must be pressure-impregnated with chemicals to obtain a Class C rating. [UBC Section 1504 and Tables 15-B-I, 15-B-2, and I5-D-1] Weep Screed. A weep screed must be provided at the foundation plate line for all weather-exposed exterior stud walls finished on the exterior with stucco. [UBC Section 2506.5] Basement Walls. Basement foundation walls below grade must be damp-proofed on the outside. [UBC Section 1402.4] V. GENERAL Attic Access. Attic areas over 30" high must be accessible by an opening not less than 22" x 30". With a furnace in the attic, the opening must not be less than 30" x 30". [UBC Section 1505. 1, UMC Section 319.3] Shower Enclosures. Shower walls must be finished to a height of 70" above the drain inlet with a smooth, hard, non- absorbent surface. [UBC Section 807.1.3] Electric Meter Enclosure. Contact San Diego Gas & Electric Company, Customer Extension Planning Department, for meter location. All wiring must comply with the 1993 National Electrical Code. Smoke Detectors. In new construction, smoke detectors must receive their primary power from the building wiring when such wiring is served from a commercial source. Smoke detectors may be battery-operated when installed in existing buildings, buildings without commercial power, or building which undergo alterations, repairs or additions regulated by UBC Section 310.9. In dwelling units, a detector shall be installed in each sleeping room and centrally located in the corridor or area giving access to each separate sleeping area, in each story and in the basement. Where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24" or more, smoke detectors shall be installed in the hallway and the adjacent room. Detectors shall sound an alarm audible in all sleeping rooms. [UBC Section 310.9] VI. TABLES TABLE 18-I-D FOUNDATIONS FOR STUD BEARING WALLS, MINIMUM REQUIRE MENTSt Number of Floors Supported by the Foundation' Thickness of Foundation Wall (inches) Width of Footing (inches) Thickness of Footing (inches) Unit Masonry Depth Below Undisturbed Ground Surface (inches) Concrete 1 6 6 12 6 12 2 8 8 15 7 18 3 10 1 10 18 8 24 Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 1806.1. The ground under the floor may be excavated to the elevation of the top of the footing. Interior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and t h e f o o t i n g s s h a l l b e spaced not more than 6 feet on center. Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for sup p o r t i n g o n e f l o o r . 4/96 CM 2 of 4 TIBLE 23-I-Q NAILI?G SCHEDULE CONNECTION NAILING' I. Joist to sill or girder, toenail 3-8d Bridging to joist, toenail each end 2-8d I "x6" subfloor or less to each joist, face nail 2-8d Wider than L"x6" subfloor to each joist, face nail 3-8d 2" subfloor to joist or girder, blind and face nail 2-16d Sole plate to joist o7r blocking, typical face nail I6d at 16" o.c. Sole plate to joist or blocking, at braced wall panels 3-I6d per 16' Top plate to stud, end nail 2-I6d Stud to sole plate 4-8d, toenail or 2-I6d, end nail Double studs, face nail I6d at 24" o.c. Doubled top plates, typical face nail 16d at 16" o.c. Doubled top plates, lap splice 8-16d - II. Blocking between joists or rafters to top plate, toenail 3-8d' Rim joist to top plate, toenail Sd at 6" o.c. Top plates, laps and intersections, face nail 2-16d Continuous header, two pieces 16d at 16" o.c. along each edge Ceiling joists to plate, toenail 3-8d Continuous header to stud, toenail 4-8d Ceiling joists, laps over partitions, face nail 3-I6d IS. Ceiling joists to parallel rafters, face nail 3-I6d Rafter to plate, toenail 3-8d 1" brace to each stud and plate, face nail 2-8d 1"x8" sheathing or less to each bearing, face nail 2-8d Wider than l"xS" sheathing to each bearing, face nail 3-8d Built-up corner studs 16d at 24" o.c. Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2.20d at ends and at each splice 2" planks 2-16d at each bearing 26.Wood structural panels and particleboard:' Subfloor, roof and wall sheathing (to framing): ½" or less 6d' 9132"-'h" 8d4 or 6d' ½"-!" Sd' 1W-I!.'4" 10d4 or8d' Combination sub floor-underlayment (to framing): -. '4" and less 6d' 8d' lOdborSds Panel siding (to framing): '/z"orless 6d6 8d Fiberboard sheathing:' No. llga.' 6d' No. 16ga.' 25/32" No. II ga' Sd4 No. 16 ga.' Interior paneling '4" 4d'° 3/0" S 6d" 4/96 CM 3 of 4 TABLE 23-I-Q NAILING SCHEDULE (CONTINUED) 'Common or box nails may be used except where otherwise stated. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at all supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank. 'Common. 'Deformed shank. 'Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1 'Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. 'Corrosion-resistant roofing.nails with 7/16-inch-diameter head and I Y2-inch length for '1,-inch sheathing and 1%-inch length for 25/32-inch sheathing conforming to the requirements of Section 2325.1 'Corrosion-resistant staples with nominal 7/16-inch crown and 1¼-inch length for 'h-inch sheathing and I/a-inch length for 25/32-inch sheathing conforming to the requirements of Section 2325.1 "Panel supports at 16 inches [20 inches if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. "Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. TABLE 23-1-S-I - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADE CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS'- Sheathing Grades Roof' Floor" Panel Span Rating Panel Thickness (inches) Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches) Rot(7Fluor Span With Edge Support6 Without Edge Support Total Load Live Load 1210 5/16 12 12 40 30 0 16/0 5/16,3/a 16 16 40 30 0 20/0 5/16,3/6 20 20 40 30 0 24/0 %,7/16,Ya 24 20' 40 30 0 24/16 7116,'!, 24 24 50 40 16 32116 15132,'A.% 32 28 40 30 16' 4 0/2 0 19/32,9%,3h,7/6 40 32 40 30 20k' 48/24 23/32,%,7/a 48 36 45 35 24 54/32 '/e.l 54 40 45 35 32 60/48 1 %,1,1¼ 60 48 45 35 48 Single-Floor Grades Roof' Floor' Panel Span Rating (inches) Panel Thickness (inches) Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches) With Edge Support' Without Edge Support Total Load Live Load 16 o '/,,19/32,% 24 24 50 40 16' 20 o 19/32,%,% 32 43 40 30 201' 24 o 23/32,'h 48 36 35 25 24 32 o %,I 48 40 50 40 32 48 oc 13/32, 11/9 60 48 50 50 48 Applies to panels 24 inches or wider. - Floor and roof sheathing conforming with th!s table shall be deemed to meet the design criteria of Section 2321. 'Uniform load deflection limitations 1/1 80 of span under live load plus dead load, 1/240 under live load only. 'Panel edges shall have approved tongue-and-groove joints or shall be supported with blocking unless 'h-inch minimum thickness underlayment or I'!, inches of approved cellular or lightweight concrete is placed over the subfloor. or finish floor is %-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 100 pounds per square foot (psf) except the span rating of 48 inches on :enter is based on a total load of 65 psf. load at maximum span. Tongue-and-groove edges, panel edge clips [one midway between each support, except two equally spaced between supports 48 inches on center), lumber blocking, or other. Only lumber blocking shall satisfy blocked diaphragms requirements. 'For Va-inch panel, maximum span shall be 24 inches. May be 24 inches on center where %-inch wood strip flooring is installed at right angles to joist. 'May be 24 inches on center for floors where I V, inches of cellular or lightweight concrete is applied over panels. 4/96CM 4 of 4 Carlsbad 98-0044 1/20198 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-0044 PREPARED BY: Mike Puckett. DATE: 1/20/98 BUILDING ADDRESS: 1510 Magnolia Ave. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (ft. 2) VALUATION MULTIPLIER VALUE ($) Closet Addition .128 94.00 12,032.00 Air Conditioning Fire Sprinklers TOTAL VALUE . 12,032.00 U 1991 UBC Building Permit Fee . III Bldg. Permit Fee by ordinance: $ 144.00 U 1991 UBC Plan Check Fee LII Plan Check Fee by ordinance: $ 93.60 Type of Review: fl Complete Review Structural Only. Hourly Repetitive Fee Applicable LI Other: Esgil Plan Review Fee: $ 74.88 Comments: Sheet I of I macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ROC 4+ DATE ADDRESS /5/i RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGI Ni22- Z7'z DATE Docs/Mlsforms/Plannlng Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check Na. CB Address 4'A94'i4 AIJ( Planner Phone (619) 438-1161, extension APN: 905 ?O Type of Project and Use: sfZ Project Density:___________________ C Zoning:R General Plan: Facilities Management Zone: / JI CFD in/nut *-Date of participation: 0 Remaining net dev acres:______ Circle One CN en • (For non-residential development: Type of land used created by ;C this permit:_________________________________________________ Leaend: Item Complete Item IncmIete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: / Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: E E Discretionary Action Required: YES N9 )O TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:_____________________________________________________ E E Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO ... CA Coastal Commission Autjority? YES NO If California Coastal CommissJr(Authority: Contact thyJ_a( 3111 Camino Del Rio North, Suite 200, SanZ status S725; (619) 521-8036 Determi astal Permit Required or Exempt): Coastal ination Form already completed? YES NOIf NO, co ermit Determination Form now. Coastal ination Log #: Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES NO (Effective date of inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (Enter CB #; UACT: NEXT12; Construct housing YIN; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: Provide a fully dimensional ifte plan drawn to scale. Show: North ar r o w , property lines, easements, existing and proposed structures, streets, e x i s t i n g Street improvements, right-of-way width, dimensional setbacks and e x i s t i n g topographical lines. Provide legal description of property and assessor's parcel number.. Zoning: Setbacks: Front: . Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required . Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown D E 7 Lot Coverage: Required Shown E Height.: Required Shown Parking: Spaces Required Shown Guest Spaces Required . Shown JJ AdditonaI Comments - eA V OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE //' C (pfoeo;o ,qio,r,'i 711I5 I4QOJCC T 5/4i m p iir' 771rf C z ,VEC SOk EreyfotS J/LL BE 4ee 'a-rat?yq, 7-,le ,rc. '-" , I /TOF'urL pu 6 7V6 L U 4't I 5ICC'1 / e/ -5 Tag,' ,c. - :.. J I CON - \c2 . .. . .. . oG Y Toe sh'r 2 / t C ell•' rotc FI)W/Z - II S ,jc' pt2 t' 16 5r'6 lyle) 'vT6-"a-"T 23 ZNO otw 5H,TD(2 a4i roc Yi'c--'. i51 C) M46,Jc'/'9 x,5r,'X Afree5 M' or oI re - ..:ic b't' ,ti41 )( o' Yj4it &Mqb( 5l.2 f-o)A i;r.s, (,-LO L4A I3&9fl, Vx eo,rf, 4A.-'O jjA1 I ro pie- NOW CRT, - P?1L'P . ;,i A14 IVP 4 .,b..... A,. I • •-. • - - C,1A)t4 54^m ,P, • 01/26/1998 10:26 5192916613 CURRY PRICE COURT.. .,o Sr4EL D4C.E - 1Io Ma.&suA $sUTNQ. OF CALCUIW BY OATJJ _______________ RATE SMA 61/26/1998 16:26 6192910613 CURRY PRICE COURT 5Mc, '1 JO5 WEFTNO._OP - CMULMlD IV - DM1 QIcIDeV -. -. DATE sxtevno4& .vnhL& Url - w. Va 4iWw 'lp &4 £t( 4e.yP w i r (*r) C.W& d4tL. loco c Paw 'j*ø q'L4 'c - JA pf'r !rr /M*c. \ .c 1'p.r c,Io?• 1I.?•cp 01/2/1998 10:26 6192910613 CURRY PRICE COURT . t Jo. t2. - 3D )Muuui.iA S4EETND. CALCULAM By . cAll GHCxEDv______________ OAT!_________ qju ds Ifr9+ + 'ls pc + ib g 4t ,. [' LI, f4i'u 4 4dp , , 4 pLcA' s'ZIØ& p',T1VT Pr Law ay6v, $,W4 FT 3ø) Left _ - IL I-IN NAL QW., 1'.4 IL içPf- .4 1. c g VpP (.4r øin. e.Lms; t.1O Joij AN. *tM( %$ (,AA6 •eas 'c Ic MS'. FAfm 114 p j,3 F.flJ A4)5 Pm r , DIØez_r .p MAt.I is '.:.: ... ... . ........... - . sV"-' I CURRY PRICE COURT JOB _ Structural & Civil Engineers SHEET NO. " OF 444 Camino del Rio South Suite 201 San Diego, California 92 108 CALCULATED BY DATE Tel (619) 291-2800 CHECKED BY DATE Fax (619) 2910613 SCALE