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Home My WebLink About2728 CHESTNUT AVE; ; CB941245; Permit10/19/94 12 Page 1 of Job Address Permit Type Parcel No: Valuation: BUILD : 50 1 : 2728 CHESTNUT AV : RESIDENTAL ADD/ALT 167-392-10-00 27,918 ING PERMIT Suite Lot#: Construction Type: VN Occupancy Group: R3 Description: 297 SF ADDITION - Reference#: TWO STORY Permit No: CB941245 Project No: A9401776 Development No: 9194 10/19/94 0001 01 02 C-PRMT 296.00 Status: ISSUED Applied: 10/04/94 Apr/Issue: 10/19/94 Entered By: RMA Appl/Ownr WORTHING, BROOKS P.O.BOX 1041 CARLSBAD, CA 92018- *** Fees Required ***** * 619-729-3965 Fees Collected & Credits * * Fees: 472,00 Adjustments: .00 Total Fees: 472,00 Fee description Total Credits: Total Payments: Balance Due: Units Fee/Unit .00 ;; 176.00 296.00 Ext. fee Data Building Permit Plan Check , ' Strong Motion Fee * BUILDING TOTAL . Enter "Y" for Electric Issue Fee > Enter "Y" for Remodel > * ELECTRICAL TOTAL 272.00 177 .00 3. 00 452.00 10.00 Y 10.00 Y 20. 00 1EARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad. CA 92009 (619) 438-1161 1. PLKM1I From List 1 (see back) give code of Permit-Type: SFD For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: SFD Net Loss/Gain of Dwelling Units Q 2. PROJECT INFORMATION PLAN CHECK NO. C$ ?^//c?45~~~ EST.VAL PIANCK~3E VALID. BY J7.qW 8931 10/04/94 0001 01 02 C-PRMT 176-00 FOR OFFICE USE ONLY Address 2728 CHESTNUT AVE Nearest Cross Street P O n t i a C LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BtLUW IF SUBMITTED: D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ.FT. 297' 2nd Story Addition # OF STORIES # OF BEDROOMS # OF BATHROOMS 3. LXJNTAL.I FfcKSON (.it ditterent trom applicant; NAME (last name first) SAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 4. APPLIOAN1 HCONTRACIOR U AGENT FOR CONTRACTOR UOWNiR U AGtN 1 1-UR OWNhR NAME (last name first) WORTHING INC. B.A. ADDRESS P.O. BOX 1041 . CITY CARLSBAD STATE CA ZIP CODE 92018 DAY TELEPHONE 729-3965 5. PROPERII OWNER NAME (last name first) GONZALES , BELYNN CITY CARLSBAD,STATE CA ADDRESS 2728 CHESTNUT AVENUE ZIPCODE 92008 DAYTELEPHONE 434-2281/729-8565 6. CONTRAC1UR NAME (last name first) WORTHING, INC. B.A. CITY CARLSBAD STATE STATE LIC. # ADDRESS p.Q. BOX 1041 ZIPCODE 92018 DAYTELEPHONE 729.3955 LICENSE CLASS R1 CITY BUSINESS LIC. # 549200 DESIGNER NAME (last name first) WQRTHINGf BR(X)KS CITY CARLSBAD STATE CA ZIPCODE 92018 P.O. BOX 1041 DAYTELEPHONE 729-3965 STATE UC. # R-' 7. WORKER!? COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certiticate or consent to self-insure issued by the Director of Industnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY STATE FUND POLICY NO. 229-6537 EXPIRATION DATE 01/95 Certificate ot 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. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: 1 nereoy attirm tnat 1 am exempt from the Contractors License Law tor me lollowing reason: D 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.). D 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 I am exempt under Section Business and Professions Code for this reason: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOK NUN-KESIDliNT1AL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?a YES a NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby attirm that there is a construction lending agency lor the performance ot the work tor which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APFLICAN1 CERllrlCAllON I certify that I have read the application and state that the above intormation is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE 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 the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE^/ UtAllI (2-^ DATE: f' ~'~ ' WHITE: Rile YELLOW: Applicant PINK: Finance '* CITY OF CARLSBAD .-*•' INSPECTION REQUEST PERMIT* CB941245 FOR 06/06/95 DESCRIPTION: 297 SF ADDITION - TWO STORY TYPE: RAD JOB ADDRESS; APPLICANT: CONTRACTOR: OWNER: 2728 WORTHING, CHESTNUT AV BROOKS PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB941245 OCC GRP R3 CONSTR. TYPE VN STE: LOT: 619-729-3965 REMARKS: MW/DIANA/729-3965 SPECIAL INSTRUCT: AM PLS INSPECT TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 030395 Final Combo 120994 Interior Lath/Drywall 120994 Exterior Lath/Drywall 120594 Insulation 120594 Rough Combo 112294 Frame/Steel/Bolting/Welding 112294 Rough Electric 112294 Rough/Ducts/Dampers 112294 Frame/Steel/Bolting/Welding 112294 Rough Electric 112294 Rough/Ducts/Dampers 110394 Roof/Reroof 102594 Ftg/Foundation/Piers ACT CO AP AP AP AP CO CO CO CO CO CO AP AP INSP PY PY PY PD PD PD PD PD PD PD PD PD PD COMMENTS HANDRAIL & SMOKE ALARM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1*68 DATE://A I JURISDICTION: ; PLAN CHECK NO: _ PROJECT ADDRESS: PROJECT NAME: cir SET: -2. ~7 2 CH£S~TNt>T <Q7URISDICTIO§) JPLAN CHECKEK JFILE COPY QUPS QDESIGNER SP£> D D 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 deficien- cies identified pn. "the g-H-<xc/H>2 sk-eei* 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 Corp. until corrected plans are submitted for recheck. "1 The applicant's copy of the check list is enclosed for the -• jurisdiction to return to the applicant contact person. | The applicant's copy of the check list has been sent to: 3%.. A \/\//7K/^7/>>^ Ihc ' O Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant been completed. Person contacted> Date contacted: REMARKS; he plan check has lephone \ By; £>A V \ P YA O Enclosures; ESGIL CORPORATION ip DGA DCM DPC L4*>;\*> 0v\_•fl an ^ 7s & d / ^O n AS ) I'D Date:Jurisdiction Prepared by: VAD VALUATION AND PLAN CHECK FEE Q Bldg. Dept. p Esgil PLAN CHECK NO. 74 ~ BUILDING ADDRESS APPLICANT/CONTACT _ BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION PHONE NO. -2>/ M*/ " DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION \ \V\n\, ' *7fOlr/ £/ Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA ^9? VALUATION MULTIPLIER ^ @ <a @ VALUE ^~7, 9/f - ^7, 9tf Building Permit Fee $_ Plan Check Fee $ COMMENTS! SHEET ' OF / 12/87 City of Carlsbad Engineering Department DATE: BUILDING ADDRESS: _ PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: BUILDING PLANCHECK CHECKLIST PLANCHECK NO. CB 7 -70 EST. VALUE 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. I IA Right-of-Way permit is required prior to construction of the following improvements: ENGINEERING DEPARTMENT DENIAL Please see the attached report of deficiencies marked with O 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:_Date: By:.Date: By:.Date: FOR OFFICIAL USE ONLY ISSUE WWmPmW; ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON I—I Dedication Application CD Dedication Checklist I—I Improvement Application I—I Improvement Checklist I—I Future Improvement Agreement LJ Grading Permit Application LJ Grading Submittal Checklist U Right of Way Permit Application LJ Right of Way Permit Submittal Checklist and Information Sheet I—I Sewer Fee Information Sheet P:\DOCS\CHKLST\BP0001 .FRM NAME: City of Carlsbad ADDRESS: 2075 Las Palmas Dr.. Carlsbad. CA 92009 PHONE : f6191 438-1161. Ext. A-4 REV 05/11/94 2075 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 - (619) 438-1161 -FAX (619) 438-O894 Vvy BUILDING PLANCHECK CHECKLIST SITE PLAN /3rd^ D D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets D 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes D D 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [PeM985UBC2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC2907(d)5.). D 4. 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 P:\DOCS\CHKLST\BP0001.FRM Page 1 Of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 3rdy D 5. Project does not comply with the following Engineering Conditions of approval for Project No. i Conditions were complied with by: Date: DEDICATION REQUIREMENTS D 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS D D D 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds |> -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\DOCS\CHKLST\BP0001.FRM Page 2 Of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST 1stv/ 2ndv^ 3rcV1stv/ 2ndv^ 3rcV D D D 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _ _ _ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: _ _ __ Improvement Plans signed by: Date:.. D D D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: D D 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent 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. D D D 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: • D 8c. No Grading Permit required. P:\DOCS\CHKLST\BP0001.FRM Page 3 Of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST % MISCELLANEOUS PERMITS 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for : A separate Right-of-Way permit issued by the Engineering Department is required for the following: ' D D 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. D D 1.1. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\DOCS\CHKLST\BP0001.FRM Page 4 Of 4 REV 05/11/94 PLANNING CHECKLIST Plan Check No. ™~ /~?M Address Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: Type of Project and. Use _ Zone i<£^7 Facilities Management Zone « aa a .C -C -C<J U U i S S lira a (It property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Item Complete % Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES NO AC TYPE DATE OF COMPLETION: \ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Discretionary Action Required: YES DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: trac Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval '^__, ' ' California Coastal Commission Permit Required: YES NQ/X DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619)521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval : DD Inclusionaiy Housing Fee required: YES NO (Effective'date of faclusionary^Housing Ordinance - May 21, 1993.) croc: s^nc Site Plan: Zoning: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 2. Provide legal description of property, and assessor's parcel number. 1. Setbacks:'f cfran nnn Front: Int. Side: Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Additional Comments Required Required Required Required Required Required Spaces Required Guest Spaces Required £C> Shown ^6 <?.1' Shown )~7/ ' — • Shown f@~6r Shown oS~" / */nP 'ou SWJ^c — 7ix# Shown ^ ^ v> ^^O ^ Shown <^/ ^- Shown ^ — Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 'AJ DATE PLNCK.FRM B.fi. WORTHING INC.TEL=1-619-729-0784 Nov 29,94 7:21 No.002 P.02 T* rtai MOO 29 -9<t Ol t TH&A, Engineering and Code Coiuultonte 2601 Vista Lago Tomoa Escondido, CA 92029 (619)746-8112 • Structural Engineering • Plan Cheeking • Building Code CvrauMna • T«te 24 Energy FAX TRANSmiTTAL PATE? \\-1ft+NUMBER OP PAGES BEING TRANSMITTED (INCLUDING FAX TRANSMTITAL) -I TIME SENT: TO; COMPANY:r INC. PHONE # FAX )|t I I (619) 746-5112 (619) 741-0736 SPECIAL INSTRUCTIONS: l) f/Wfrfr g>(*/ ^fL Tfrfr pi y KGOf T*»** 0- B.fl TEL: 1-619-729-0784 TH&fi' INC. Nov 29,94 7:22 No.002,P.05 . 574 P02 NOU 29 '94 01:16-*' ttt i f r*"t i t4"- TH&A, INC.Engineering and Cod* Consultant! 2581 Vista Lego Terrace ndldo, California 92029 (619)746-5112 •MMTNO..OF, OALCUtATlDBY.DATS- DATf. | \Ji+..faK*r£i~toJ. J." V>TT./^. i*-\r .-i TH&A, me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (610)746-5112 STRUCTURAL CALCULATIONS PROJECTS GDNZMES ACPrnCN (94-34) 2728 CHESHiOT AVE., CBRLSBAD » SEPTEMBER 24, 1994 TH&Aj me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (619)746-5112 TH&A, me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondtio, CA 92029 (619)746-5112 JOB. SHEET NO.. CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. , TH&A, me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondldo, CA 92029 (619)746-5112 JOB- SHEET NO.-OF. CALCULATED BY. CHECKED BY SCALE r-tt. DATE. jMUSE&tec^g M&me^Ml/l TH&Aj me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (619)746-5112 TH&A, me. Engineering and Code Consultants 2581 Vista Logo Terrace Escondido, CA 92029 (619)746-5112 JOB AU SHEET NO..OF. CALCULATED BY. CHECKED BY SCALE . DATE. -_-:£_ I? v f: TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondldo, CA 92029 (619)746-5112 LJJikk A _ —. jgj TH&A,iNc. Engineering sand Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (619)746-5112 JOB. SHEET NO.-OF. CHECKED BY. SCALE. TH& A, me. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (619)746-5112 JOB_: SHEET NO . CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. ~=ys?^t.7 _j ] SHEAR WALL SCHEDULE SYM, MATERIAL A 1/2" GYP. BD. UNBLOCKED A 5/8" GYP. BD. UNBLOCKED A 1/2" GYP. BD. UNBLOCKED A 5/8" GYP. BD. UNBLOCKED A 1/2" GYP. BD. W/ BLOCKED EDGES /\ 5/8" GYP. BD. W/ / ° \ BLOCKED EDGES A 7/8" STUCCO W/ PAPER BACKED WIRE LATH EDGE NAIL 16d NAILS SF PER SCHE •;A 3/8" STRUCT. II / °\ C-D OR C-C PLYWD. f A 3/8" STRUCT. II C-D OR C-C PLYWD. A 3/8" STRUCT. II C"~D OR C~C PLYWD. A 3/8" STRUCT. II C-D OR C-C PLYWD. A 1/2" STRUCT. II C-D OR C-C PLYWD. A 1/2" STRUCT. II C-D OR C-C PLYWD. A 1/2" STRUCT. I NAILING 5d COOLER NAILS O 7" O.C. F.N. ft E.N. 6d COOLER NAILS O 7" O.C. F.N. ft E.N. 5d COOLER NAILS • 4" O.C. F.N. ft E.N. 6d COOLER NAILS O 4" O.C. F.N. ft E.N. 5d COOLER NAILS O 4" O.C. F.N. ft E.N. 6d COOLER NAILS 9 4" O.C. F.N. ft E.N. 16 GA. STAPLES O 6" O.C. O TOP ft BOTTOM PLATES, EDGES ft FIELD OF SHEAR PANEL (E.N.) -^ PLYWOOD fy ^ 2x RIM Ji X .—- 16d NAILS AGED — M5<l PER SCHEDULEr^wt.,1^ *-rf^ _ ?-* * tr\ <j\^1it-iJ \JI-L-:DULE \><! ( =><.^-— _™, ™=\ DBL TOP B-N.-O SHEAR TRANSFER' wy 2x4 BLOCKING 8d O 6" O.C. E.N. ft B.N. 12" O.C. F.N. 8d 0 4" O.C. E.N. ft B.N. 12" O.C. F.N. 8d O 2-1/2" O.C. E.N. ft B.N. 12" O.C. F.N. 8d • 2" O.C. E.N. ft B.N. 12" O.C. F.N. 10d O 4* O.C. E.N. ft B.N. 12" O.C. F.N. 10d * 3" O.C. E.N. ft B.N. 12" O.C. F.N. 10d O 2" O.C. E.N. ft B.N. SHEAR TRANSFER VALUE NAILING 50# / FT. 16d O 12" O.C. OR A35 O 32" O.C. 50# / FT. 16d O 12" O.C. OR A35 O 32" O.C. 75f / FT. 16d 08" 0:C. OR A35 O 32" O.C. 75f /FT. 16d O 8" O.C. OR A35 O 32" O.C. 75# /FT. 16d O 8" O.C. OR A35 • 32" O.C. 75# /FT. 16d O 8" O.C. OR A35 O 32" O.C. 180# /FT. 16d O 8" O.C. OR A35 O 32" O.C. SHEATHING >T. OR BLK'G. -vJ 1 B.N. — «.£ PLATE "^ * ^— E.N. / ^- A35 FRAMING \ f SPACED PER >sX, ANCHOR BOLTS 5/8"x1<5" 5/8"x10" 5/8"x10" 5/8"x1fl" 5/8"x1(?" 5/8"x1o" 5/8"x1o" ANCHOR SCHEDULE SHEAR TRANSFER W/ METAL CUPS 260# /FT. 16d 0 6" O.C. OR A35 0 24" O.C. 380# /FT. 16d O 4" O.C. OR A35 0 16" O.C. 570# /FT. 16d C 3" O.C. OR A35 O 12" O.C. 6400 /FT. 16d 0 2" O.C. OR A35 O 9" O.C. 460# /FT. 16d O 3" O.C. OR A35 O 12" O.C. 69Q# / FT. 16d O 3" O.C. OR A35 O 12" O.C. 780# /FT. 16d O 2" O.C. OR 5/8"x10*' 5/8"x10w 5/8"x10* 5/8"x1o" 5/8MO* 5/8°xlo" 5/8"x10w C-D OR C-C PLYWD. 12" O.C. F.N. * NOTE: SPACING OF ANCHOR BOLTS AND SHEAR TRANSFER NAILING ARE REQUIRED ON BOTH FACES OF WALL A35 O 8" O.C. SHALL BE REDUCED BY HALF IF SHEAR WALL MATERIALS TABLE NO. 25-O—NAILING SCHEDULE CONNECTION I . Joist to sill or girder, toenail 2. Bridging to joist, toenail each end 3 . 1 " x 6" subfloor or less to each joist, face nail 4. Wider than 1" x 6" subfloor to each joist, face nail 5.2" subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, face nail 7. Top plate to stud, end nail 8. Stud to sole plate 9 . Double studs , face nail 10. Doubled top plates, face nail 1 1 . Top plates, laps and intersections, face nail 12. Continuous header, two pieces 13. Ceiling joists to plate, toenail 14. Continuous header to stud, toenail 1 5 . Ceiling joists, laps over partitions, face nail 16. Ceiling joists to parallel rafters, face nail 17. Rafter to plate, toenail 18. 1" brace to each stud and plate, face nail 19. 1" x 8" sheathing or less to each bearing, face nail 20. Wider than 1" x 8" sheathing to each bearing, face nail 21. Built-up corner studs 22. Built-up girder and beams MAILMG' 3-8d 2-8d 2-8d 3-8d 2-16d 16datl6"o.c. 2-16d 4-8, toenail or 2-16d,endnaii 16dat24*o.c. 16datl6*o.c. 2-16d 16datl6"o.c. along each edge 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 2-8d 3-8d 16dal24'o.c. 20d at 32" o.c. at top and bottom and staggered 2-20datendsandat each splice CONNECTION NAILING' 23. 2* planks 2- 16d at each bearing 24. Plywood and particleboard:! Subfloor, roof and wall sheathing (to framing): 1/2" and less 6d2 l9/32"-3/4" 8d3 or 6d4 7/8"-l" 8d2 11/8". l>/4" I0d3or8d4 Combination Subfloor-underlayment (to framing): 3/4" and less 6d" 7/g°-l" 8d* 11/8"- U/4" 10d3or8d4 25. Panel Siding (to framing): 1/2" or less 6d6 5/8" M6 26. Fiberboard Sheathing:? 1/2" ,No. llga.? 6d3 No. 16ga.» 2S/32" No. llga.S 84.3 No. 16ga!9 1 Common or box nails may be used except where otherwise stated. -Common or deformed shank. - 3Common. . . ••Deformed shank. ( 'Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports (10 inches at intermediate supports for floors) , except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms and shear walls, refer to Section 25 1 3 (c). Nails for wall sheathing may be common, box or casing. 'Corrosion-resistant siding or casing nails conforming to the requirements of Section 25 1 6 TFasteners 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 ll/2-inch length for 1/2- inch sheathing and 13/4-inch length for 25/32-inch sheathing conforming to the require- ments of Section 2516 (j) 1 • ^Corrosion-resistant staples with nominal 7/16-inch crown and ll/8-inch length for l/2-inch sheathing and ll/2-inch length for 25/32-inch sheathing conforming to the requirements of Section 2516 (j)l- I PLYWOOD FLOOR AND ROOF SHEATHING WILL COMPLY WITH THE FOLLOWING: TABLE NO. 25-S-1—ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS' • PANEL SPAN RATING) 1.12/0 2.16/0 3.20/0 4.24/0 5.24/0 6.32/16 7.40/20 8.48/24 PLYWOOD THICKNESS (Inch) 5/16 3/l6. 3/8 3/16, 3/8 3/8 13/J2, '/2 IJ/32, '/2, '»/32, '/8 "/12, 5/g. "to, >/«, 7/8 *%2. >/4, '/« ROOF2 Minimum Span (In Inches) Edges Blocked 12 16 20 24 24 32 40 48 Edges Unblocked 16 24 28 32 36 Load (In Pounds per Square Foot) Total Load 135 80 70 60 60 55 40-' 40* Live Load 130 65 55 45 45 35' 35" 35' FLOOR MAXIMUM SPAN* (In Inches) 0 0 0 0 0 16* 20" 24 These values apply for C-C, C-D, Structural I and II grades only. Spans shall be limited to values shown because of possible effect of concentrated loads. 'Uniform load deflection limitations I/IHU of the span under live load plus dead load. '/MO under live load only. Edges may be blocked with lumber or other approved type of edge support. *Span rating appears on all panels in the construction grades listed in Footnote No. I. . 'Plywood edges shall have approved tongue-and-groove joints or shall be supported with Mocking unless '/4-inch minimum thickness underlayment. or I'/j inches of approved cellular or lightweight concrete is placed over the subfloor, or finish floor is --Vo-inch wood strip. Allowable uniform load based on deflection of VMO of span is 165 pounds per square foot. . for roof live load of 40 pounds per square foot or total load of 55 pounds per square foot, decrease spans by 13 percent or use panel with next greater span rating. •May be 24 inches if 2V.i2-inch wood strip flooring is installed at right angles to joists. 'May be 24 inches where a minimum of I'/: inches of approved cellular or lightweight concrete is placed over the subfloor and the plywood sheathing is manufactured with exterior glue. • 'Floor or roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2516. JOB. WE. Ttl&A SHEET NO — ! • or. Engineering and Code Consultants CALCULATED ev_JL±L OATE 4 -24 1941 Continental Lane EscoodWo, CA, 9202? CHECKED BY DATE (619) 746-5112 SCALE SPECIFICATIONS/NOTES: GENERAL: 1 ALL DETAILS, SECTIONS AND NOTES SHOWN ON STRUCTURAL DRAUINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. 2 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. 3 ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 'WITH ANY WORK INVOLVED. 4 CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DURING CONSTRUCTION. 5 DURING CONSTRUCTION AND PRIOR TO THE INCORPORATION OFt ALL CHAN- GESi REVISIONS! MODIFICATIONS AND/OR DEVIATIONS FROM THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFi AND OBTAIN APPROVAL FROM THE ARCHlTECTi STRUCTURAL ENGINEER AND THE GOVERNING BUILDING DEPARTMENT. LUMBER/FRAMING: 1 ALL 2X HORIZONTAL RF/CLG LUMBER TO BE MIN DF»2 U.N.O. 2 ALL 2X HORIZONTAL FLR LUMBER TO BE MIN DFM. U.N.O. 3 ALL 4X & LARGER HORIZONTAL LUMBER TO BE MIN DF #1 U.N.O. A ALL GLULAMS TO BE DF/DF COMB 2AF-V4 DRY USE U.N.O. 5 ALL 2X VERTICAL LUMBER TO BE MIN DF #2 U.N.O. 6 ALL AX 2t LARGER VERTICAL LUMBER TO BE MIN DFttl U.N.O. 7 ALL PLYWD TO BE MIN CD-CC STRUCT II OR CDX. 8 TYPICAL NAILING SCHEDULE AS PER UBC 25-P. 9 BUILT-UP BEAMS: DBL 2*X MEMBRS TO BE FACE NAILED W/ MIN 16d 3 I2in OC STAGGERED TOP/BOT. 3 OR MORE 2X LAMINATIONS TO BE CONN W/ l/2in DIA MB & WASHER MIN 3 2Ain OC STAGGERED TOP/BOT * 2 EA END, 10 CARRY .ALL POSTS & DBL STUDS DOWN TO FOUNDATIONS. BLOCK SOLID AS RE'J'D FOR FULL BRG 3 FLR LINES. » CONCRETE: 1 PROVIDE MINIMUM BAR COVERAGE OF 3in FOR CONCRETE CAST AGAINST EARTH.OR MINIMUM 2in FOR ALL FORMED CONCRETE. 2 CONCRETE AS PER ASTM C-150 (AGGREGATES PER ASTM C-33)t TYPICAL PORTLAND CEMENT TYPE I. USE GRADE 'C' MIX 1:2-1/2:3-1/2 W/ MAX 7-1/2 GAL WATER PER SACK OF CEMENT. M •* &«* SHEET NO TT--^ OF 5S!nS!!!S£l?'de COn5UltantS C«CUUTn- T44 .1941 Continental Lane CA.9P02? """••"» •* DATE (61 •) 746-51 1 2 8C.LE CONCRETE: jr 3 ALL CONCRETE TO REACH MIN ULT COMPRESS IVE STRESS OF 2500 PS I 3 2S DAYS U.N.O. MASONRY: . • 1 CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT HOLLOW LOAD BEARING TYPE CONFORMING TO ASTM C-93. MASONRY UNITS SHALL BE CLEAN AND FREE OF ALL SUBSTANCE THAT MIGHT IMPAIR BOND AND SHALL BE STORED UNDER COVER ON THE JOB. 2 ALL CONCRETE MASONRY UNITS TO BE GRADE N-II U.N.O. 3 MIN COMPRESS1VE STRENGTH OF ALL MASONRY UNITS SHALL BE 1500 PSI. 4 TYPICAL TYPE 'M' MORTAR: 1 PART CEMENT. 3-1/2 PARTS SAND. 1/4 PART LIME PUTTY. CONFORM W/ ASTM C-270. WATER CONTENT SHALL BE MIN RE(J'.'D FOR WORKING CONSISTENCY. MIN 2000 PSI. 5 GROUT MIX SHALL BE 1 PART CEMENT, 3 PARTS SAND AND (OPTIONAL) 1/10 PART LIME PUTTY. ADD UP TO 2 PARTS PEA GRAVEL WHERE SPACES EXCEED 2in MIN. 28 DAY ULT STRENGTH OF GROUT SHALL BE 2000 PSI. ' USE SUFFICIENT WATER TO PRODUCE POURING CONSISTENCE W/0 SEGREGATION. REINF STL: 1 ALL REINF STL TO BE MIN ASTM-A615 GRADE 40 U.N.O. 2 WELDED WIRE MESH: ASTM-A185; USE MIN 6X6-*10/S10 U.N.O. LAP ALL MESH MIN 2 MODULES. 3 ALL REINF BARS SHALL BE ACCURATELY & SECURELY PLACED BEFORE POURING CONC OR APPLYING MORTAR OR GROUT. STRUCT STL: 1 ALL STEEL TO CONFORM TO ASTM-A36 U.N.O. 2 DETAILING & FABRICATION PER AISC - LATEST EDITION. 3 ALL STEEL PIPES TO CONFORM TO ASTM A53 GRADE B U.N.O. * FASTENERS: 1 ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT. 2 ALL BOLTS TO BE MIN ASTM-A307. 3 BOLT HOLES: MAX l/16in LARGER'THAN BOLT DIA. 4 ALL BOLTS ERG ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT. 5 LAG BOLTS: LEAD HOLES FOR SHANK TO BE SAME AS SHANK; THREADED PORTION TO BE 60-707. OF SHANK DIA. . 6 ALL NAILS TO BE COMMON U.N.O. TH&A Engineering and Code Consultants JQQ «ps^ i xfy f i i T^II^/JI f'V-Jii_V^_ vjiiflLJ- 1941 Contoental Lane CAICUL4T" 8Y— OATE Eacondido, CA 9202? CHECKED BY D*TE (619)746-5112 SCALE FASTENERS: 7 USE FULL NAILING/BOLTING 3 ALL CONNECTORS U.N.O. FOUNDATIONS: 1 PROVIDE MIN CODE REQUIREMENTS FOR ALL FOUNDATIONS U.N.O. 2 ALL CONT/ISOLATED FTG3 TO BE PLACED MIN I2in INTO COMPETENT BRG SOIL OR BEDROCK. 3 ACQUISITION OF A SOILS REPORT IS RECOMMENDED FOR ALL JOBS. IF NO SOILS REPORT IS AVAILABLE. ASSUM'D SOIL TYPE It BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. ENGR WILL NOT BE HELD RESPONSIBLE FOR BLDG DEPT APPROVED VALUES. 4 SEE FOUNDATION PLAN FOR ALLOWABLE SOIL BRG PRESSURE. RETAINING WALLS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB. 2' RESPONSIBILITY FOR ACCURATELY DESCRIBING THE SITE CONDITIONS RESTS ON THE CLIENT. REVIEW CALCULATIONS IMMEDIATELY TO DETERMINE WHETHER CONSIDERATION WAS GIVEN IN WALL DESIGN FOR ADJACENT FTGt VEHICLE OR BACKSLOPE SURCHARGES. CONTACT THIS OFFICE IMMEDIATELY IF THERE IS ANY QUESTION REGARDING THIS MATTER. 3 IF NO SOILS REPORT IS AVAILABLEi ASSUM'D SOIL TYPE t BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. 4 VERIFY INSPECTION REQUIREMENTS W/ BLDG DEPT PRIOR TO CONSTR. 5 SEE RETAINING WALL SCHEDULE FOR BLOCK INSPECTION REQUIREMENTS. 6 ALL RETAINING WALL FTGS TO EXTEND MIN 12in INTO COMPETENT BRG SOIL AS DEFINED BY SOILS REPORT OR APPROVED STANDARD PRACTICE. RECOMMENDATIONS OF SOILS REPORT TO SUPERCEDE THIS MIN REQUIREMENT 7 BOTTOM OF PAD TO BE MIN 5' FROM DAYLIGHTi MEASURED IN A HORI2 DIRECTION FROM THE NEAREST BOTTOM EDGE OF PAD. 8 PROVIDE EITHER A MIN I2in x I2in GRAVEL POCKET 3 BASE OF WL WITH 4in DIA PVC PERFORATED DRAIN PIPE TO DAYLIGHT* OR MIN 2 S<5IN WEE? HOLES 3 BASE OF WALL STEM TO ADJACENT GRADE 3 48in OC.9 BACKFILLING SHALL NOT BE STARTED FOR AT LEASTS! DAYS AFTER THE FILLING OF THE CELLS WITH GROUT.10 DO NOT BACKFILL UNTIL ALL WORK HAS PASSED REfc'D INSPECTIONS. BACKFILLING MUST BE THOROUGHLY TAMPED TO PREVENT FURTHER SETTLING.11 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SHORING DURING CONSTRUCTION AS REQ'D. 12 ALL BACKFILL MATERIALS TO BE GRANULARi i.a. SANDi GRAVELi OR SOIL APPROVED BY PROJECT SOILS ENGINEER. -CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title Gonzales Addition Date 09/26/94 --, Project Address 2728 Chestnut Avenue i Carlsbad, Ca. 92008 _ Documentation Author... T.Q..Huynh Building Permit # Company TH&A, Inc . Telephone (619) 746-5112 Plan Check / Date Compliance Method MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone 07 ' MICROPAS4 v4.01 File-GONZALES Wth-CTZ07S92 Program-FORM CF-1R User#-MP0820 User-TH&A, Inc. Run-New Master Bedroom GENERAL INFORMATION Conditioned Floor Area 297 sf Building Type Single Family Detached Construction Type Addition Alone Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... .23 Number of Stories 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R-value U-Value Location/Comments Wall Roof FloorExt R-13 R-30 R-19 0.088 Exterior Wall 0.031 Ceiling 0.048 Floor FENESTRATION Orientation Area U- # of Interior (sf) Value Panes Shading Exterior Shading Over- hang/ Framing Fins Type Window Back (N) Window Right (E) Window Left (W) 40.0 0.870 2 8.0 0.870 2 15.0 0.870 2 Drapes.Std None Drapes.Std None Drapes.Std None None Metal None Metal None Metal Equipment Type HVAC SYSTEMS Minimum Duct Efficiency Location Duct Thermostat R-value Type Furnace NoCooling 0.750 AFUE 10.00 SEER Attic Attic R-2.1 R-2.1 Setback Setback SPECIAL FEATURES/REMARKS