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Home My WebLink About1311 OAK AVE; ; CB981856; Permit/[;, o\ 02/08/2001 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: NEFF, RAY City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB981856 Building Inspection Request Line (760) 602-2725 1311 OAK AV CBAD RAD Sub Type: 2050201400 Lot#: $7,185.00 Construction Type: VN Reference #: ENCLOSE 60 SF PORCH,MOVE DOOR ADD180SFPORCHINFRONT Status: Applied: Entered By: Appr/lssued: Inspect Area: ISSUED 06/15/1998 RMA 02/08/2001 PD 1068 02/08/01 O~f)i Owner: NEFF RAYMOND G&DIANN M 1311 OAK AV CARLSBAD CA 92008 760 720-1884 Total Fees: $254.57 Total Payments To Date: $206.00 Balance Due: $48.57 Description Fee * ELECTRICAL TOTAL 20.00 * PLUMBING TOTAL 27 .00 BLDG PLAN CHECK 62.45 BUILDING PMTS 96.08 MISC BLDG PMTS 48.04 STRNG MOTION 1.00 FINAL APPROVAL Inspector: Date: f· 30 · VJ Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions.· You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance wtth Cansbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. 02 49.57 ~\\-- B U I L D l J7/2:/98 12:55 Paqe 1 of 1 Job Address: 1311 OAK AV Permit Type: RESIDENTAL ADD/ALT Purcel No: 205-020 14-00 N G P E R M I '" Su1te: Lot#: P~rmit No: CB981856 Project No: A9802471 Development No: Vn.luation: 7,185 R ference#: 60 SF PORCH,MOVE DOOR SF PORCH IN FRONT Occupancy Group: Description: ENCLOSE : ADD 180 Construction Type: VN Status: IS~UED Applied: 06/15/98 Apr/Issue: 07/21/98 Enter d By: RMA Ap 1/0wnr : NEFF, RAY 1 ... 11 OAK AV CARLSBAD CA *** Fees Required * * -----------------~----------Fees: Ad3ustments: Total Fees: Fee descr ptior. --------------------Building Permit Plan Check Stre>ng Moti.cm F * BUILDING ~UTAL Enter "Y for PluM Each Install/R pa1 Enter "Y foI E ect Enter Y for Remod Enter 'Y' for 92008 760 720-1884 .. 11 t 9258 07/.21198 0001 01 02 c O ec eo b "-I. C-PRMT 144-00 ,00 62.00 144.00 Ext fee Data -----------------~6.UO 62.00 1. 00 1 c; .00 20.00 y 7.00 10.00 y 10.00 y N ,------. FINAL APPROVAL INSP. {)_D DATE <g(rJ)/0 I CLEARANCE==~~------ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 (1uet_ ~::; / 3 f PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 1. PYCT INFORMATION I I t9A-1C.... AddE:lude Bldg/Suite #) LS, Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Phase No. Total # of units (!) Description of Work 2. CONTACT PERSON Cit clff...,..t from eppllcentl eAY 1Vt:7-E Name Address City State/Zip Telephone # Fax# 3. 0 Agent for Contractor I Name Address 4. PROPERTY OWNER &,t#1L: Name Address City State/Zip Telephone# 5. CONTRACTOR • COMPANY NAME (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. 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). ~ ~ ne.-12: ~UtL~ Name Address City State/Zip Telephone# State License # ----------license Class----------City Business license # -------- Designer Name Address City State/Zip Telephone State license # ---------- 8. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 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 worker,· compensation coverage 11 unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollara ($100,000), In addition to the cost of compensation, damagea as provided for In Section 3706 of the Labor code, Interest and attorney's fees. SIGNATURE DATE--------- 7. OWNER-BUILDER DECLARATION I her_;>y affirm that I am exempt from the Contractor's License Law for the following reason: !lr" 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). D 1. 2. 3. 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. ~S ONO e have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number I contractors license number):------------------------------------------------ 5. I will provide some of the work, but I h contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type ofwork): ____________ ,.,,.,."--------,"'"""-;r-.:.l"!>~:;:;:;..-:~-7'5~r---------:c:::e::r----------------- PROPERTY OWNER SIGNATURE ---,/-,~~1::-°U:.:::!::::1~~:::::t:~~::z__~~~t;;,,/:..--- COMPLETE THIS SECTION FOR NON~91D.~J~ 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 O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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 ANO THE AIR POLLUTION CONTROL DISTRICT. 8. 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. 3097(i) Civil Code). LENDER'S NAME---------------LENDER'S ADDRESS ________________________ _ 9. APPLICANT CERTIFICATION 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 Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excav · ns over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by th uil 1ng 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 c m ced within 365 days from the e of sue or · the building or work authorized by such permit is suspended or abandoned at any time after the wo · commenced for a period o ( 1form Building Code). (P / mY APPLICANT'S SIGNATURE DATE .;)t:ru e.., ~ L.L:/6 City of Carlsbad Bldg Inspection Request For: 08/27/2001 Permit# CB981856 Title: ENCLOSE 60 SF PORCH,MOVE DOOR Description: ADD 180 SF PORCH IN FRONT Type:RAD Sub Type: Job Address: 1311 OAKAV Suite: Lot Location: APPLICANT NEFF, RAY Owner: NEFF RAYMOND G&DIANN M Remarks: Total Time: CD Description Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lnsgection History Date Description Act lnsp Comments 03/26/2001 17 Interior Lath/Drywall AP PD 03/26/2001 18 Exterior Lath/Drywall AP PD 02/12/2001 14 Frame/Steel/Bolting/Welding AP PD 02/12/2001 34 Rough Electric AP PD 08/06/1998 11 Ftg/Foundation/Piers AP PD Inspector Assignment: PD Phone: ~ ~ Inspector:~ Requested By: RAYMOND Entered By: CHRISTINE Inspection List Permit#: CB981856 Type: RAD Date Inspection Item 8/6/98 11 Ftg/Foundation/Piers Thursday, March 04, 1999 Inspector Act PD AP ENCLOSE 60 SF PORCH,MOVE DOOR ADD 180 SF PORCH IN FRONT Comments Page 1 of 1 PERMIT# CB981856 DESCRIPTION: ENCLOSE ADD 180 TYPE: RAD CITY OF CARLSBAD INSPECTION REQUEST FOR 08/06/98 60 SF PORCH,MOVE DOOR SF PORCH IN FRONT OAK AV STE: INSPECTOR AREA PLANCK# CB981856 OCC GRP CONSTR. TYPE VN LOT: JOB ADDRESS: 1311 APPLICANT: NEFF, RAY CONTRACTOR: PHONE: 760 720-1884 OWNER: REMARKS: C/RAY/720-1884 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# TYPE CB951854 PLUM ~:g::~ d /_~ INSPECTO~-~~--~~~_::_::-_-_:..::.-~~ STATUS EXPIRED ACT COMMENTS _11 __ s_T _F_t_g_f_F_o_u_n_a_a_t_i_o_n_f_P_i_e_r_s _____ If/_--------------- -------------------- -------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS EsGil Corporation 1.n Partnersfiip witfi (jovernment for 'Buiftfing Safety DATE: 7 /20/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1586 98 ,) ~.S(o PROJECT ADDRESS: 1311 Oak Ave. SET:11 PROJECT NAME: Neff Room Add/Covered Porch -~T ~IEWER 0 FILE • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 D REMARKS: By: Mike Puckett Enclosures: Esgil Corporation 0 GA DCM D EJ D PC 7/8/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 4 i { i 5lo ADDRESS l 311 Oa. t &~ RESIDENTIAL TENANT IMPROVEMENT r< .. f PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ,$~ .}in~ DATE 7-J-9P C:\WPS 1 \FILES\BLDG.FRM Rev 11 /15/90 EsGil Corporation 'l.n Partnersfiip witfi (jovernment for 'BuiUing Safet!J DATE: 6/29/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1856 PROJECT ADDRESS: 1311 Oak Ave. SET:I PROJECT NAME: Neff Room Add/ Covered Porch ~~NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. D 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: Ray Neff 1311 Oak Ave. Carlsbad, Ca. 92009 • Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed. D 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 D REMARKS: By: Mike Puckett Esgil Corporation D GA D CM D EJ D PC 6/18/98 Enclosures: trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-1856 6/29/98 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-1856 PROJECT ADDRESS: 1311 Oak Ave. FLOOR AREA: 60sf Rm Add l 80sf Covered Porch REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/15/98 DATE INITIAL PLAN REVIEW COMPLETED: 6/29/98 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/18/98 PLAN REVIEWER: Mike Puckett 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 USC ( 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 N0.1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 98-1856 6/29/98 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 sets of plans 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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Please attach the Minimum Construction Specifications to the plans. 4. Show attic ventilation. Minimum vent area is 1 /150 of attic area ( or 1 /300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 5. Please show a minimum of 26ga. galvanized sheet metal flashing between existing floor rim joist/blocking and the new concrete slab and foundation. 6. Note on the plans.that the DG fill is to be mechanically consolidated in 12" lifts beneath slab. 7. Please show a #3 rebar horizontal minimum in the masonry stem wall. 8. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 1804. 7. 9. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 10. Please show support for new hip to bearing wall/framing below. 11. Show on the plan that receptacle outlets in hallways comply with 1993 NEC Art. 210-52(h), which reads as follows: • For hallways of 10 feet or more in length at least one receptacle outlet shall be required. Please show a receptacle at new entry. Carlsbad 98-1856 6/29/98 12. For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 250-52 (e). This receptacle must be GFCI protected. Please show a waterproof/GFCI protected receptacle at the porch. 13. Provide plans, calculations and worksheets to show compliance with current energy standards. 14. The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 15. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 16. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 17. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." 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: Yes D No D - 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 appro d plans. Code sections listed refer to the 1994 edition of the UBC ve I. FOUNDATION AND UNDERFLOOR 1. 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. 2. 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] 3. Concrete Slabs. Slabs on grade must be at least 3 1/2" thick. [UBC Section 1924] 4. 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 23 17.4] 5. Anchor Bolts and Footing 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] 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. [UBC Section 2317.3]. II. WOOD FRAMING l. 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.) 2. 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 1-x 4 diagonal let-in braces or · equivalent. [UBC Section 2326.11.3, 2326.11.4, Table 23- 1-W]. 3. Lateral Support. Floor joists and rafters more than l O" 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]. 4. Blocking. Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls. TUBC Section 2326.8.6). 5. Roof Blocking. Provide 2" full depth solid blocking at ridge line and at exterior walls on trussed roofs. [UBC Section 2326.12.8). 6. Double Joists. Floor joists must be double under bearin2 partitions running parallel with the joists. [UBC Sectio; 2326.8.5]. 7. Rafter Purlin Braces. Purlin braces shall be not less thar 45 degrees to the horizontal. [UBC Section 2326.12.7). 8. Rafter Ties. Rafter ties must be spaced not more than t' feet on center where rafters and ceiling joists are no parallel. [UBC Section 2326.12.6]. 9. Clearance. Provide 1/2" minimum clearances between toi: plate of interior non-bearing partitions and bottom chord o trusses. 10. Top Plate. Provide double top plate with minimum 48" la; splice. [UBC Section 2326.11.2]. 11. Nailing.· Nailing-shall be in-compiiance with UBC Tab! 23-I-Q. A copy of this table is reproduced on page 4. 12. Fire Blocks. Fire blocks must be provided for walls z ceilings, floor levels and concealed spaces at l O' o.< horizontally. [UBC Section 708.2.1). 13. Studs. In one and two story buildings, studs for exteric walls and interior bearing walls must be not less than 2"xt at 16" o.c. Studs for interior non-bearing partitions may t 2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4" wide and n more than 8 feet long must be "stud grade" Douglas f Larch or better when supporting not more than one flo and a roof. Studs for beaaring walls must not exceed 8 fe in height: [UBC Section 2326.11.1, Table 23-I-R-3). 14. Laminated Wood. An AITC Certificate ofConforman · n tot for glued laminated wood membe!s must be give 4/96 CM 1 of 4 Building Inspector prior to their installation. [UBC Section 2305]. III. GENERAL l\1ATERIAL SPECIFICATIONS. 1. 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: l part Portland cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime putty. Plastic cement may be used with l part plastic cement to 2 1/4 to 3 parts sand. [UBC Table 21-A, UBC Standard 21-15] 2. Grout Mix. The mix for the grout may be: 1 part Portland cement, 3 parts sand, 1/10 part hydrated lime or lime putty, l 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] 3. Masonry. The masonry units must comply with ASTM Spec. C90-75, Grade N for hollow unit concrete blocks. [UBC Standard 21-4] 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 22-1). IV. ROOFING AND WEATHERPROOFING. I. Wood Siding. All wood siding must be placed over an approved, weather-resistive barrier. (UBC Section 1402.1 J 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) 3. 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 shL~gles: minimum 3. inches to 12 inches; wood shakes: minimum 4 inches to 12 inches; roofing tile: minimum 2~ inches to 12 inches; clay or concrete roofing VI. TABLES 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 15-8-1, 15-B-2, and 15-D-1] 4. 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] 5. Basement Walls. Basement foundation walls below grade must be damp-proofed on the outside. [UBC Section 1402.4] V. GENERAL 1. 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] 2. Shower Enclosures. Shower walls must be finished to 2 height of70" above the drain inlet with a smooth, hard, non absorbent surface. [UBC Section 807 .1.3] 3. Electric Meter Enclosure. Contact San Diego Gas 8. Electric Company, Customer Extension Planninf Department, for meter location. All wiring must comp!: with the 1993 National Electrical Code. 4. Smoke Detectors. In new construction, smoke detector must receive their primary power from the building wirin, when such wiring is served from a commercial source Smoke detectors may be battery-operated when installed i: existing buildings, buildings without commercial power, o building which undergo. alterations, repairs or addition regulated by UBC Section 310.9. In dwelling units, detector shall be installed in each sleeping room an centrally located in the corridor or area giving access t each separate sleeping area, in each story and in th basement Where the ceiling height of a room open to tr. hallway serving the bedrooms exceeds that of the hallwa by 24" or more, smoke detectors shall be installed in tr hallway and the adjacent room. Detectors shall sound 2 alarm audible in all sleeping rooms. [UBC Section 310.~ TABLE 18 I D FOUND,\ TIO:".S FOR STUD BEARING W ,\LLS l\IlNJ:\IUi\l REQUIREME1''TS1.1.l --. ' ' . ' Number of Floors Supported Thickness of Foundation Wall (inches) Width of Footing Thickness ofFooting Depth Below Undisturbed by the Foundation' (inches) (inches) Ground Surface (inches) Concrete Unit Masonry I 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 . . .. 1\vhere unusual cond1t1ons or frost condauons are found, tootmgs and toundauons shall be as required an Secuon 1806.1. =The ground under the floor may be excavated to the elevation of the top of the footing. . .,5 shal 1lnterior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and the fooun,, spaced not more than 6 feet on center. . . floor 'Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one · 4/96 CM 2 of 4 TABLE 23-1-Q NAILf.'<G SCHEDULE CO:','NECTION I. Joist to sill or girder, toenail 2. Bridging to joist, toenail each end 3. I "x6" sub floor or less to each joist, face nail 4. Wider than l "x6" subfloor to each joist, face nail 5. 2" sub floor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wa11 panels 7. Top plate to stud, end nail 8. Stud to sole plate 9. Double studs, face nail 10. Doubled top plates, typical face nail Doubled top plates, lap splice 11. Blocking between joists or rafters to top plate, toenail 12. Rim joist to top plate, toenail 13. Top plates, laps and intersections, face nail 14. Continuous header, two pieces 15. Ceiling joists to plate, toenail 16. Continuous header to stud, toenail 17. Ceiling joists, laps over partitions, face nail 18. Ceiling joists to parallel rafters, face nail 19. Rafter to plate, toenail 20. l" brace to each stud and plate, face nail 21. l "x&" sheathing or less to each bearing, face nail 22. Wider than l "x8 • sheathing to each bearing, face nail 23. Built-up comer studs 24. Built-up girder and beams 25. 2" planks 26.Wood structural panels and particlcboard:2· Subfloor, roof and wall sheathing (to framing): Y," or less 9/32"-V." 1,,_•.1 • 1v.·-1v.· Combination subfloor-underlayment (to framing): v.· and less ' 1n·-1 • I V."-1 V." 27. Panel siding (to framing): y,• or less ..... 28. Fiberboard sheathing:7 y,• 25/32" 29. Interior paneling y,• ,,,.. - NAILl:".GI - 3-Sd - 2-Sd 2-8d 3-8d 2-16d 16d at 16" o.c. 3-16d per 16" 2-16d 4-Sd, toenail or 2-l 6d, end nail 16d at 24" o.c. 16d at 16' o.c. 8-16d 3-Sd 8d at 6' o.c. 2-16d 16d at 16" o.c. along each edge 3-Sd 4-&d 3-16d 3-16d 3-&d ef 2-8d 2-&d 3-Sd 16d at 24" o.c. 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice .. 2-l 6d at each bearing 4/96 CM 3 of 4 6d' 8d' or 6d' 8d1 I Od' or 8d' 6d6 Sd' !Od' or Sd' 6d' 8d' No. 11 ga.' 6d No. 16 ga. No. 11 ga.' 8d No. 16 ga. 4d' 6d' I I TABLE 23-1-Q NAILl:"iG SCHEDULE {CG:',Tl:"iUED) '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 woo structural panel and particleboard diaphragms and shear walls, refer lo Section 2314.J. Nails for wall sheathing may be common, box or casing. 1Common or deformed shank. 'Common. 1Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1 'Fasteners spaced 3 inches on center al exterior edges and 6 inches on center at intermediate supports. 'Corrosion-resistant roofing.nails with 7/16-inch-diameter head and I Y,-inch length for Yz-inch sheathing and I :Y.-inch length for 25/32-inch sheathing conforming to th . requirements of Section 2325.1 · 'Corrosion-resistant staples with nominal 7/16-inch crown and I ~-inch length for Y,-inch sheathing and I Y,-inch length for 25/32-inch sheathing conforming to th 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 edoe. 12 inches at intermediate: supports. '° 11Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate: supports. TABLE 23-1-S-l -ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTUR.\L PANEL SHEATHC'iG A..'-i'D SINGLE-FLOOR GRADE CONTl:"iUOt.: OVER nvo OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS'.% Sheathing Grades Root' Floor' Panel Span Rating Panel Maximum Span (inches) Load1 (pounds per sq.ft.) Maximum Span (inches) Thickness (inches) Rooli'Fluor Span With Edge Without Edge Total Live Load Support' Support Load 12/0 5/16 12 12 40 30 0 16/0 5116,% 16 16 40 30 0 20/0 5116,% 20 20 40 30 0 24/0 •n,1/16,Y, 24 207 40 30 0 24/16 7/16,Yi 24 24 so 40 16 32/16 15/32.Y:.•n 32 28 40 30 16' 40/20 I 9/32.'n.'l..7n 40 32 40 ·30 20'-' 48/24 23/32,'l..7n 48 36 45 35 24 54/32 1n.1 54 40 45 35 32 60/48 1n,l,I~ 60 48 45 35 48 Single-Floor Grades Roof' Floor' Panel Span Rating Panel Thickness Maximum Span (inches) Load1 (pounds per sq.ft.) Maximum Span (inches) (inches) (inches).· . With Edge Without Edge Total Live Load Support' Support Load --16 oc Y:.19/32.'n 24 24 so 40 )61 20oc 19/32.'n.'lc 32 -43 40 30 20'-' 24 oc 23/32.'/, 48 36 35 25 24 32 oc 1n,1 48 40 so 40 32 48 oc I 3/32, I~ 60 48 so so 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. 1Uniform load deflection limitations 1/180 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 'lc-inch minimum thickness underlayment or 1 Yi inche.s of appro\ cellular or lightweight concrete is placed over the sub floor. or finish floor is '!.-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 1 OO pour per square foot (psi) except the span rating of 48 inches on ::enter is based on a total load of 65 psf. 1 Allowable load at maximum span. 1 k' g 'Tongue-and-groove edges, panel edge clips [one midway between each support, except two equally spaced between supports 48 inches on center], lumber b oc '" ' other. Only lumber blocking shall satisfy blocked diaphragms requirements. 7For Yi-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 Yi inches of cellular or lightweight concrete is applied over panels. 4/96CM 4 of 4 Carlsbad 98-1856 6/29/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1856 PREPARED BY: Mike Puckett DATE: 6/29/98 BUILDING ADDRESS: 1311 Oak Ave. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Room Add 60 98.00 5,880.00 Covered Porch 180 7.25 1,305.00 Air Conditi.oning Fire Sprinklers TOTAL VALUE 7,185.00 D 1994 UBC Building Per_mit Fee • Bldg. Permit Fee by ordinance: $ 96.07 D 1994 JJBC Plan Check Fee • Plan Check Fee by ordinance: $ 62.45 Type of Review: D Complete Review -D Structural Only D Repetitive Fee Applicable I. Comments: D Other: Esgil Plan Review Fee: D Hourly $ 49.96 Sheet 1 of 1