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Home My WebLink About1740 CATALPA RD; ; CB973631; PermitPermit No Project No. Development No• 2213 12/11/97 0001 01 C-PRMT BUILDING PEPMIT 12/11/97 13-28 Page 1 of 1 Job Address. 1740 CATALPA RD Suite Permit Type: RESIDENTAL ADD/ALT Parcel No 215-516-02-00 Lots- Valuation 12,390 Construction Type• Occupancy Group: Reference#. Status: Description: ADD 85 SF 2ND STORY&RAJSE ROOF Applied. : ' Apr/Issue Entered By - Appl/Ownr : B A WORTHING 760 729-3965 690 CARLSBAD BLVD CARLSBAD CA 92008 *** Fees Required *** *** Fees Collected& Credits CB973G31 A9704703 02 165-00 VN ISSUED 11/25/97 12/11/97 RMA A A * Fees . Adjustments ; Total Fees . , j 259^00 /' .00 N ; -259,00 , / * \ ToVa.1 Ci Total, Pa\ •\ . •edits- ^merits : ' . 00 94 00 Fee description Bui3ding Permit Plan Check Strong Motion Fees * BUILDING TOTAL Enter "Y" for Ftitei "Y" for Electric Issue Fe'e Enter "Y" for Remodel ^ \ x ^C^>, A ELECTRICAL TOTAL s , S' Enter *Y' for Mpclianical Issxue Fee> Issue Ffeje ^ ', 165 . 00 Ext fee Data 144.00 94 00 1 . 00 239 00 N 10 00 Y 10,00 Y 20 00 N CLEARANCE: CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 / PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Paimas Dr, Carlsbad CA 92009 (760)438-1161 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL I J-, Date M-GG Address [include Bldg/Suite #) 1140 Business Name {at this address) Legal Description U Assessor's Parcel ft Description of Work / "^ Lot No Subdivision Name/Number Existing Use /\ . / -jV^Jl! /\ /r<r1» r * so FT, Lf^dmM Unit No Phase No Proposed Use # of Bedrooms Total # of units # of Bathrooms . V*"Mr ** r I ^* • 'rx* • ^^1 I^ * * jr* IONTACT PERSON (indifferent frftfo applicant)* 1} Brooks Worthing 69u Carlsbad Vil.Dr. 'clabd)' CA 9 2008"( 750) 729-39^5"Y75d ) 729-07? Name 3s APPLICANT ',0 Contractor B.A. Worthing,Inc Address 'Agent for Contractoro90 Clsbc3. State//i p Telephone ifCity PI Owner Q Agent for Owner , , !>< 1 ^ * ' F< ! * *' (1 < 'If \- ' 1 > 1vll. DR. Clsba;/CA 92008 (7i50)729-39S5 Fax* Name Address City State/Zip Telephone # State/Zip TelephoneName Add*ss Vj City / j»; ^CONTRACTOR'-COMPANY, NAME; ' "•" .,, ™ ;, " " ir L ;ii;_ •," ;?~< .IL* ^r;jiTTx?'!^,B/^r;j,f^;"r;cA::4 (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 tharefrom, 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 IS500]} B.A. Worthing,Inc. 690 Clsbd.Vil.Dr. Clsbd, CA 92QQ3 (760) 729-3965 Address City State/Zip Telephone If CltV Business License # ~" ' ^ _ Brooks Worthing 3311 James Dr. Clsbd. CA 92008 (750)729-TJ65 Name State License # 3 9 8 7 S 1 License Class B-1 Designer Name Address City State/Zip Telephone State License t 3-1 392894 [e%; IWORKERS:COMPENSATION„;"'<., \ V, "„". .I"... I a' 1...".' "^'TJ™ ',,7 1.1 i*-^ 7TJ°J'f Tf^L^a '^ I Workers' Compensation Declaration 1 hereby affirm under penalty of perjury one of the following declarations Q 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 K[ 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 State Fund Pollcy No 229-97un1tOOOS53 7Exp,rat,on ^1-1-9Insurance Company (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) F~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not (imploy 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 ($100jXJo) in addition Jf>/he cost ofoompensation, damages as provided for in Section 3706 of the Labpr coda, interest and attorney's fees SIGNATURE -KW^iWTvJ'W -^>^^V€^. DATE I hereby affirm that I am exempt from the Contracor's License Law for the following reason l~l I, as owner of the property or my emplayeas with wages as their sole compensation, will do the work and the strudure 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) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) l~1 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement C! YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (inclucfe name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE,THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY, ' , jj^. »' „ T [8!, „" \ j('™.J!1! * J, „„ < "?>,?,,, ,1, Jlfu „„ CJ, ~* Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration foim or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES n NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT &f CONSTRUCTION LENDING AGENCY 'f - I L ," '-. .""" ' * "1 P *«rrf. '7' ',"" ' ." " L"i'^~l^\^, , I 1H ,.''-f^'"'"""', °"« / 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 r "t' ( "i,"i. ~'" "~ ~ "" ''TT-J' T ,. "1'J Y '.' 'i 1"[ [^ ' /"i," ' "),. I,«7J^J!UtT IL T"!'! J M 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 1 agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsb.id to enter upon the above mentioned property for inspection purposes 1 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 commanced 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 v^f^k commenced for a period of 180 days (Section J06 4 4 Uniform Building Code)1 APPLICANT'S SIGNATURE DATE WHITE*-Ffle YELLOW Applicant PINK Finance PERMIT! CB973631 DESCRIPTION: ADD 85 CITY OF CARLSBAD INSPECTION REQUEST FOR 06/17/98 SF 2ND STORY&RAISE ROOF TYPE: RAD JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 1740 CATALPA RD B A WORTHING PHONE: PHONE: PHONE: INSPECTOR AREA NF PLANCK! CB973631 OCC GRP CONSTR. TYPE VN STE: LOT: 760 729-3965 REMARKS: C/TERESA/729-3965 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 030998 Interior Lath/Drywall 030998 Exterior Lath/Drywall 030598 Shear Panels/HD's 030498 Insulation 030498 Frame/Steel/Bolting/Welding 022798 Frame/Steel/Bolting/Welding 022798 Rough/Topout 022798 Rough Electric 022798 Rough/Ducts/Dampers 021398 Roof/Reroof 021098 Underground/Under Floor ACT AP AP AP AP AP CO AP CO AP AP AP INSP NF NF PY PY PY NF NF NF NF NF NF COMMENTS SEE NOTICE SEE NOTICE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION i H / i *in 4-0 PERM.TNO {760) 438-3550 2075 LAS PALMAS DRIVE TIME U. JLW_ • t)~&-0 ^ y FOR INSPECTION CALL (760) 438-3101 RE-INSPECTION FEE DUE?YES INFORMATION, CONTACT PHONE UILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGil Corporation Professional3?(an 3(evie-u> "Engineers DATE 12/8/97 Cl APPLICANT JURISDICTION Carlsbad Cl PLAN REVIEWER G FILE PLAN CHECK NO 97-3631 SET I PROJECT ADDRESS 1740 Catalpa Rd. PROJECT NAME Greene Room Addition LJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I 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 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 • 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 ;e-notes~Ss~circIed'inred'on'sheetroffnirQwner I Set on the I.K. By Mike Puckett v Enclosures Esgil Corporation GA D CM D EJ D PC 12/1/97 tmsmtld 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (619)560-1468 4- Fax (619) 560-1576 Carlsbad 97-3631 12/8/97 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 97-3631 PREPARED BY Mike Puckett DATE 12/8/97 BUILDING ADDRESS 1740 Catalpa Rd. BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION Room Addition/New Roof Structure Air Conditioning Fire Sprinklers~~ TOTAL VALUE BUILDING AREA (ft2) 85sqft 400sqft VALUATION MULTIPLIER 9400 11 00 VALUE ($) 7,990 00 4,400 00 12,39000 Kl 1991 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ 14400 KM991 UBC Plan Check Fee Q Plan Check Fee by ordinance $9360 Type of Review D Complete Review Q Structural Only [U Hourly G Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 74 88 Comments Sheet 1 of 1 macvaluedoc5196 City of Carlsbad Engineering Department DATE BUILDING ADDRESS BUILDING PLANCHECK CHECKLIST PLANCHECK NQ ^O PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER 5 f~X CB6? 7* 3& 3 / f* ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements EST VALU DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date ENGINEERING AUTHORIZATION FOR OFFICIAL USE ONLY BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name Michele Masterson City of Carlsbad Address 2075 Las Palmas Dr. Carlsbad, CA 92009 Phone (619) 438-1161, ext 4315 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 W-ASPALMAS\SVS\LIBRAR'AENG\WORD\DOCS\CtJKLS'nBmldina PlanchecK CKl5l BP0001 Fomi MM doc ~ -\ Reu 09/D3^O75 Las Palmas Dr - Carlsbad, CA 92OO9-1576 - (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN Q Q 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets G Driveway widths Q 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography Q 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q 4a Project does not comply with the following Engineering Conditions of approval for Project No __ Q rj 4b All conditions are in compliance Date \\LASPALMAS\EYS\LIBRARY\ENG(WORDTOCSXCtJKLS'nSulWinfl PlancHeck Cklst BP0001 Form MM doc Rev 09/03/97 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS * STV 2NCV 3RDy j U a Q 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y2" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will nol be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS Q Q Q 6a 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 Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications, by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 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 Future public improvements required as follows \\LASPALMAS\SYS\UaRARY^£NG^WORD^DOCS\CHKl_S•nBulldlnfl Plancheck Cklsl BP0001 Form MM doc _ Rev 09/03/97 BUILDING PLANCHECK CHECKLIST Hst/ pnd/ ord/ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q 6d 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 Q Q Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities {cut, fill import, export) Write "No Grading" on plot plan if none is required Q Q Q 7b 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 Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q 7d No Grading Permit required Q Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q Q 8 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, tree trimming, driveway construction, tiemg into public storm dram, sewer and water utilities Right-of-Way permit required for \\LASPALMAS\SY5\LIBRARY\ENG\WORD\DOCS\CUKLST\BuildinB PlanchecK Cklsl BPOM1 Form MM do Rev BUILDING PLANCHECK CHECKLIST 1*u—Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The Q Q Q 10 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 433-2722, extension 153, for assistance Industrial Waste permit accepted by __ Date _ a Q Q 11 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first rj Q 12 Q Required fees are attached fees required Q Q 13 Additional Comments: WLASPALMAS\SYSU-IBRARY\ENG\WORDdOCS\qHKLST\BuildinQ PlanchecH Cklst BPOOOl Form MM Hoc _ Rev 09/03/97 sj PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address /Plan Check No. Planner Van Lynch APN Zf P - Phone (61 9) 438-1 161, extension 4325 Type of Project and Use' Zoning: CFD yft={y Circfe-Qfie General Plan Project Density. Facilities Management Zone .Date of participation Remaining net dev acres (For non-residential deyelopment: Type of land used created by this permit1 Legend:Item Complete ( I Item Incomplete - Needs your action Environmental Review Required: YES DATE OF COMPLETION: NO K TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval: Discretionary Action Required: YES NO J^C TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES X NO _ CA Coastal Commission Authority7 YES _ NO X If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt): ($£&** (rl Coastal Permit Determination Form already completed7 YES _ NO \f If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #• Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" {at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed 0 Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) NO Data Entry Completed? YES NO (Enter CB #, UACT, NEXT12, Construct housing Y/N, Enter Fee Amount (See fee schedule for amount), Return) Site Plan: . - 1. Provide a fully dimensional site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. X\r \A £, X Zoning: 1 . Setbacks: Front: Interior Side1 Street Side: Rear 2. Accessory structure Front: Interior Side: Street Side: Rear- Structure separation 3 Lot Coverage: Required ~2t2^ Required £,T^ Required Required / ^ r setbacks: Required Required / / Required A///1 Required / /°L" . Required Required ^^Ofa Shown <Lj Shown \*£ f Shown Shown 3^ r Shown / Shown . // Shown A///^ Shown I*V Shown Shown ^^rCJ^ 4 Height:Required r Shown 5 Parking: Spaces Required Guest Spaces Required Additional Comments 2_Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER - DATE 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 1 Concrete Strength. Concrete -for footings must have a minimum compressive strength of 2500 psi at 28 days and composed of. I 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 woodjoists 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 Woodjoists closer than 18", or wood girders or supports closer than 12" to the ground, must be pressure treated [UBC Section 2317.4] 5 Anchor Bolts and Footing Sills. AH 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 unremforced 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 1 Lumber. Alljoist, 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 4. every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent [UBC Section 2326 11 3,2326 I1 4, Table 23- I-W] Lateral Support. Floor joists and rafters more than 10" m 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 rafter; at exterior walls "[UBC Section 2326 8 6] 5 Roof Blocking Provide 2" full depth solid blocking at ndge line and at exterior walls on trussed roofs [UBC Section 2326 128] 6 Double Joists. Floor joists must be double un partitions running parallel with the joists [UBC 2326 8 5] 7 Rafter Purlin Brace1;. Purlin braces shall be not less~than 45 degrees to the horizontal [UBC Section 2326 12 7]. 8. Rafter Ties. Raftei ties must be spaced not more than 4 feet on center wheie rafters and ceiling joists are not parade! [UBC Section 2326 12 6] 9 Clearance. Provide 1/2" minimum clearances between top plate of interior non-beanng partitions and bottom chord of trusses 10. Top Plate. Provide double top plate with minimum 48" lap splice [UBC Section 2326 1 1 2]. 1 1 Nailing. Nailing-snail be m compliance with UBC Table 23-I-Q A copy of this table is reproduced on page 4 12 Fire Blocks. Fire blocks must be provided for walls at ceilings, floor levels and concealed spaces at 10' oc horizontally [UBC Section 708 2 1]. 13 Studs. In one and rwo 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 beaanng walls must not exceed 8 feet mheight [UBC Section 2326 11 1, Table 23-I-R-3] 14 Laminated Wood. An AITC Certificate of Conformance for glued laminated wood members must be given to the CM 1 of -Building Inspector prior to their installation [UBC Section 2305] III. GENERAL MATERIAL 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. 1 part Portland cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime putty Plastic cement may be used with 1 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 I part Portland cement, 3 parts sand, 1/10 part hydrated lime or lime putty, 1 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. 1 Wood Siding. AH 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] 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 shingles1 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 2'/i 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-B-l,15-B-2,andl5-D-l] 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 ai eas over 30" high must be accessible by an opening not less than 22" x 30". With a furnace m 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 a height of 70" above the drain inlet with a smooth, hard, non- absorbent surface [UBC Section 807 1 3] 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 4 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 3109 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 3109] TA.BLE IS-I-D FOUNDATIONS FOR STUD BEARING WA.LLS, MINIMUM REQUIREMENTS'" Number of Floors Supported by the Foundation4 1 1 1 Thickness of Foundation Wall (inches) Concrete 6 8 10 Unit Masonry 6 8 to Width of Fooling (inches) 12 15 IS Thickness of Fooling (inches) 6 7 8 Depth Below Undisturbed Ground Surface (inches) 12 IS 24 ** ItWIto UKUJUlAi WVLiU IH\>J LJ VJ1 liVJ>l *.*_"U*J LLI\JII3 U-i ^ iUUllW^ lUUXLUfeJ UI1U IU ta L LU U L L Vi 1J ^Ktllt UV HO I^UUI»l*J 11J nSW^HVl* I U \J \/ 1 •The ground under the floor may be excavated to the elevation of the lop of the footing 'Interior stud bearing walls may be supported by isolated footings The footing width and length shall be uvice the width shown in this table and the footings shall be 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 supporting one floor CM 2 of TABLE 23-l-Q NAILING SCHEDULE CONNECTION I Joist to sill or girder, toenail 2 Bridging to joist, toenail each end 3 1 "x6" subfloor or less to each joist, face nail 4 Wider than 1 "x6" subfloor to each joist, face nail 5 2" subfloor 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 wall panels 7 Top plate to stud, end nail 8 Stud to sole plate 9 Double studs, face nail 10 Doubled top platcst typical face nail Doubled top plates4 lap splice 1 Blocking between jotsts or rafters to (op plate, tocnail 12 Rim joist to top pkte. toenail 1 3 Top plates, laps and intersections, face nail 14 Continuous header, two pieces 15 Ceiling joists to plate, toenail 1 6 Continuous header to stud, toenail 1 7 Ceiling joists, laps over partitions, face nail 1 8 Ceiling joists to parallel rafters, face nail 19 Rafter to plate, toenai! 20 I" brace to each stud and plate, face nail 21 I"x8" sheathing or less to each bearing, face nail 22 Wider than I"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 particleboard J Subfloor, roof and wall sheathing (to framing) '/i" or less 9/32"-%" W-l" Combination subfloor-underlaymcnt (to framing) '// and less 1 %"-lVV NAILING1 3-8d 2-8d 2-8d 3-8d 2-16d 16dat 16" oc 3-16dperl6" 2-16d 4-8d, toenail or 2-16d, end nail 16dat24"oc 16dat 16"oc 8-I6d 3-8d 8d at 6" o c 2-16d 1 6d at 1 6" o c along each edge 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 2-8d 3-Sd 16dat24"oc 20d at 32" o c at lop and bottom and staggered 2-20d at ends and at each splice 2-16dat each bearing fid1 Sd' or 6dJ 8d> 10d4or8d5 6d' Sd1 10d*or8d* 27 Panel siding (to framing) Vi" or less 6d* 28 Fiberboard sheading 7 '/i" 25/32" 29 Interior paneling No 1 1 ga.1 6d' No 16ga.' No 1 1 ga.' No I6ga.' 4d10 6d" CM 1 ABLE 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 arc 48 inches or more For nailing of wood structural panel and particlcboard 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-irich-diametcr head and I'/i-inch length for '/i-mch sheathing and 1%-mch length for 25/32-inch sheathing conforming to the requirements of Section 2325 1 'Corrosion-resistant staples with nominal 7/16-mch crown and 1'A-tnch length for Vi-mch sheathing and I'/j-mch length for 25/32-inch sheathing conforming to the requirements of Section 2325 1 '"PancJ supports at 16 inches [20 inches if strength axis m 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-I-S-l - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADE CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1-1 Sheathing Grades Panel Span Rating RuoCTloor Span 12/0 16/0 20/0 24/0 24/16 32/16 40/20 48/24 54/32 60/48 Panel Thickness (inches) 5/16 5/1 6,% 5/1 6,% %7/16,W 7/16.H l5/32,'/3.% 19/32.%,%,% 23/32.%,% %1 %.!,]% Single-Floor Grades Panel Span Rating (inches) 16 oc 20 oc 24 oc 32 oc 48 oc Panel Thickness (inches) '/j, 1 9/3 2,% 19/32,%,% 23/32,% %,I 1 3/32. 1% Roof1 Maximum Span (inches) With Edge Support6 12 16 20 24 24 32 40 48 54 60 Without Edge Support 12 16 20 20' 24 28 32 36 40 48 Load' (pounds per sq ft ) Total Load 40 40 40 40 50 40 40 45 45 45 Live Load 30 30 30 30 40 30 30 35 35 35 Roof Maximum Span (inches) With Edge Support* 24 32 48 48 60 Without Edge Support 24 43 36 40 48 Load1 (pounds per sq ft.) Total Load 50 40 35 50 50 Live Load 40 30 25 40 50 Floor4 Maximum Span (inches) 0 0 0 0 16 16* 20" 24 32 48 Floor* Maximum Span (inches) 16' 20" 24 32 48 'Applies to panels 24 inches or wider:FIoor and roof sheathing conforming with th s table shall be deemed to meet the design criteria of Section 2321 'Uniform load deflection limitations 1/18Q of span under live load plus dead load, 1/240 under live load only 'Panel edges shall have approved longue-and-groovc joints or shall be supported with blocking unless '/.-inch minimum thickness underpayment or l'/j 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 center is based on a total load of 65 psf 'Allowable load at maximum span *Tonguc-and-groovc edges, panel edge clips [one midway between each support, except two equally spaced between susports 48 inches on center], lumber blocking, or other Only lumber blocking shall satisfy blocked diaphragms requirements 'For '/i-inch panel, maximum span shall be 24 inches 'May be 24 inches on center where %-mch wood strip flooring is installed at right angles to joist *May be 24 inches on center for floors where l'/j inches of cellular or lightweight concrete is applied over panels 4/96CM 14 of f