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Home My WebLink About2710 ARLAND RD; ; CB041372; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Residential Permit Permit No: CB041372 02-1 4-2005 am&y NOTICE Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'feesfexactions ' You have 90 days from the date this permit was issued to protest imposition of these feesfexactions 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 with Carlsbad 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 feesiexactions DOES NOT APPLY to water and sewer connection lees and capacity changes nor planning zoning, grading or other similar application processing or sewice fees in connection with this project NOR DOES IT APPLY to any , feeslexactions of which YOU have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherwise exDired Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2710 ARLAND RD CBAD RESDNTL SubType: RAD 1561303300 Lot #: 0 $1 1,742.00 Construction Type: NEW Reference #: 0 Structure Type: 0 Bathrooms: 0 FRY RES 114 SF STAIRWAY/ ENTRY Applicant: WORTHING INC, B. A. SUITE #201 690 CARLSBAD VILLAGE DR CARLSBAD, CA 92008 61 9-729-3965 Status: ISSUED Applied: 04/26/2004 Plan Approved: 0211 4/2005 Issued: 02/14/2005 Entered By: SB Inspect Area: Orig PC#: Plan Check#: Owner: FRY FAMILY TRUST 06-1 8-01 P 0 BOX 4577 CARLSBAD CA 9201 8 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $1 15.09 $0.00 $74.81 $0.00 $0.00 $1.17 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $21 1.07 Total Fees: $21 1.07 Total Payments To Date: $74.81 Balance Due: $1 36.26 BU DTNGPLANS O2'14/05 0002 01 02 STORAGE CGP 136 26 ATTACHED Insoector: & Clearance: FOR OFFICE USE ONLY PLAN CHECK NO.fiq/J 7 'z EST. VAi,z- Plan Ck. Deposit Validated By 9 Date ~-,7~~!~ 7~lca) - CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Leoal DescriDtion Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units (Sec. 7031.5 Business 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 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 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 Policy No. 07% Expiration Date J-4= S SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS1001 OR LESS) is unlawful, and shall subject an amployer to criminal penalties and civil fines up to one hundred ation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 0 ith wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion. the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I, as owner of the property or my emp I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. YES ON0 I (have I 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): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE 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 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type E THI licant program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. YES 0 NO EN 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 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citv of Carlsbad to enter upon the 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 CONSEOUENCE 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 k authorized by such permit is suspended or abandoned at any time after the work is APPLICANT'S SIGNATURE DATE 4)0/& WHITE: File YELLOW: Applicant PINK: Finance 0 City of Carlsbad Bldg Inspection Request For: 08/3 1 /2005 Permit# CB041372 Title: FRY RES 1 14 SF STAIRWAY/ ENTRY Description: Type: RESDNTL SubType: RAD Job Address: 2710 ARLAND RD Suite: Lot 0 Location: APPLICANT WORTHING INC, B. A. Owner: FRY FAMILY TRUST 06-1 8-01 Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing Inspector Assignment: RB Phongz Inspect Requested By: TERESA Entered By: CHRISTINE 1 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs CV040190 CLOSED H- CONSTRUCTION W/OUT A PERMW, & BACK FLOW PREVENTER Date 08/08/2005 08/08/2005 07/27/2005 07/26/2005 07/25/2005 07/22/2005 0712 1 I2005 0711 812005 0711 812005 0711 512005 0411 412005 03/31/2005 03/24/2005 InsDection Historv Description 17 Interior LatNDrywall 18 Exterior LattVDrywall 13 Shear PanelsIHDs 13 Shear PanelsIHDs 13 Shear PanelsIHD's 13 Shear PanelslHD's 13 Shear PanelslHD's 16 Insulation 34 Rough Electric 84 Rough Combo 11 FtgIFoundationIPiers 1 1 FtglFoundatiodPiers 11 FtgIFoundatiodPiers Act AP AP AP co PA CA CA AP AP AP AP CA co lnsp Comments JM JM RB COMPLETED RB NOACCESS RB EXTERIOROK RB RB BYTERESA RB RB PY RB EXPOSED EXISTING FTG AND SLAB. ENGINEER APPROVED RB RB 1106-F-4 EXPOSE WORK WITHOUT PERMIT - SEE NOTICE AlTACHED City of Carlsbad Bldg Inspection Request For: 04/14/2005 Permit# CB041372 Inspector Assignment: RB Title: FRY RES 114 SF STAIRWAY/ ENTRY Description: Type: RESDNTL SubType: RAD Job Address: 2710 ARLAND RD Suite: Lot 0 Location: APPLICANT WORTHING INC, B. A. Owner: FRY FAMILY TRUST 06-18-01 Remarks: Total CD 11 Phone: 7607293965 Inspector: Time: Requested By: TERESA Entered By: CHRISTINE Description Act Comment Ftg/Foundation/Piers &&- &p ‘;Jew Qp9- ep/: t Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 03/31/2005 11 Ftg/Foundation/Piers CA RB CV040190 CLOSED H- CONSTRUCTION W/OUT A PERMF, & BACK FLOW PREVENTER 03/24/2005 1 1 FtglFoundationlPiers CO RB 1106-F-4 EXPOSE WORK WITHOUT PERMIT - SEE NOTICE ATTACHED JOB 23-1 0 1J I -,M . %:- SHEET NO. TH&A, INC. 3628 Lynoak Drive CALCULATED BY Clarernont, CA 91711 CHECKED BY OATE Suite 104 I - SCALE City of Carlsbad Bldg inspection Request For: 03/24/2005 Permit# CB041372 Inspector Assignment: Title: FRY RES 114 SF STAIRWAY/ ENTRY Description: Type: RESDNTL SubType: RAD Job Address: 2710 ARLAND RD Suite: Lot 0 Location: APPLICANT WORTHING INC, B. A. Owner: FRY FAMILY TRUST 06-18-01 Remarks: Phone: 7607293965 w Inspector: Total Time: Requested By: TERESA Entered By: CHRISTINE CD Description Act Corn nt 11 Ftg/Foundation/Piers co (LG t # .r) /!?&OX@ &# / /c&, PJ,/fl4 4- &2’M~, fice Associated PCRs/CVs InsDection History Date Description Act lnsp Comments CV040190 CLOSED H- CONSTRUCTION W/OUT A PERMIT; & BACK FLOW PREVENTER BUILDING DEPARTMENT OTICE (760) 602-2700 1635 FARADAY AVENUE / DATE 3227-03 TIME FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT PHONE Qp CODE ENFORCEMENT OFFICER PAGE 61 Tel: (760) 720-7125 Fax (760) 720-71 10 March 23, 2005 B.A. Warthing, Inc P.Q. Box 1041 Carlsbad, CA 92008 Re: Special Inspection 27 10 Arlund Carlsbad, CA Dear Sirs, The installation of seveli (7) 518" threaded rods 12' into the foundation was observed at 1O:OO a.m. on Wednesday, March 23,2005. The installation was done in accordance with the instructions on the tube of Simpson epoxy 1,C.B.O. #ER5279, plan detail, and standard building praclices. Sliotlld you have questions regarding this matter please contact me at 760.720.71 25. Bill Van Tassel CBO #2832 ACI #049694 ICC #O57O410 EsGil Corporation In PartnersKip with Government for QuiCdng Safety DATE: July 9, 2004 JURISDICTION : Carlsbad PLAN CHECK NO.: 04-1372 0 PLAN REVIEWER 0 FILE SET: I1 PROJECT ADDRESS: 2710 Arland Rd. PROJECT NAME: Fry Residence Addition and Remodel w 0 0 0 I7 IXI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the 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. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Mail Telephone Fax In Person By: Bill Elharraras Enctosu res: Esgil Corporation GA MB 0 EJ PC 7/1/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In partnership with Government for Suiliiing safety bay 6,2004 JURI SDl CTl ON: Carlsbad PLAN CHECK NO.: 04-1372 0 FILE SET: I PROJECT ADDRESS: 2710 Arland Rd. PROJECT NAME: Fry Residence Addition and Remodel 0 0 w I7 w 0 w The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the 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: Brooks Worthing P.O. Box 1041, Carlsbad, CA. 92018 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brooks Worthing Date contacted: S/b /ov (by: (?ed Mail Telephone Fax‘ In Person REMARKS: By: Bill Elizarraras Enclosures: Telephone #: 760-729-3965 Fax #: 760-729-0784 Esgil Corporation 0 GA MB 0 EJ c] PC 4/27/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 Carlsbad 04- 1372 May 6,2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-1372 JU Rl SDl CTION: Carlsbad PROJECT ADDRESS: 2710 Arland Rd. FLOOR AREA: 114 sq.ft. Dwelling Add'n STORIES: 2 HEIGHT: 17' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/27/04 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: May 6,2004 DATE PLANS RECEIVED BY FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items fisted 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, 1997 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. Carlsbad 04- 1372 May 6,2004 PLANS 1. 2. 3. 4. 5. 6. 7. 8. 9. Please make all corrections on the original tracings, as requested in the correction list. Submit 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. 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, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Guardrails (Section 509.1): a) b) c) Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 31 0.1 1. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. IO'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. Design all studs exceeding these limitations. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. Carlsbad 04- 1372 May 6,2004 IO. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.1 1.3 and Table 23-IV-C-1. i) ii) Braced wall panels shall start at not more than 8’ from each end of a braced wall line. In all Seismic Zones, braced wall panels in one story structures shall be installed at each end and not more than 25’ on center along the length of the braced wall line. b) c) Interior braced wall panels shall extend to the roof or floor diaphragm level. Any braced wall panel required by Section 2320.1 1.3 may be replaced by an alternate braced wall panel. UBC Section 2320.1 1.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: i) Minimum braced panel length is 2’-8” in width and a maximum height of IO’-”’. ii) Each braced wall panel is sheathed on at least one face with 3/8” plywood sheathing nailed with 8d common or galvanized box nails per 23- 11-8-1 and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section1 806.6 between hold down devices. An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one # 4 bar top and bottom. In the first story of a two story building, each alternate braced wall panel shall be as described above except that the plywood sheathing shall be provided on both faces, three anchor bolts are to be installed, and hold down devices at panel ends with uplift capacity of not less that 3,000 pounds provided. Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. iii) iv) v) d) e) To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Eharraras at Esgil Corporation. Thank you. c @ Carlsbad 04- 1372 May 6,2004 VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 04-1372 DATE: May 6,2004 JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: 2710 Arland Rd. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Jurisdiction Code Icb By Ordinance 1994 UBC Building Permit Fee I V 1994 UBC Plan Check Fee 4 Type of Review: 0 Repetitive Fee 3 Repeats Complete Review Structural Only Other ~our~y n Hour* Esgil Plan Review Fee 0 I $115.091 I $74.81 I Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST HECK NO.: CB 0 L/l LY 72 3 42 PROJECT DESCRIPTION: ASSESSORS PARCEL NUMBER: i 66 .- 1 3 0 -3 -2 EST. VALUE: 1 I, YL I 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: I DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans andlor specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL .s USE ONLY UTHORIZATION TO ISSUE BUILDING PERMIT: By: Date: -\ I // \\ \ 2 ENGINEERING DEPT. CONTACT PERSON Nm~e: JOANNE JUCHNIEWICZ City of Carlsbad Dedication Checklist Improvement Application Improvement Checklist Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 1760) 602-2775 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 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1 A-4 Rev. 7lluoO r BUILDING PLANCHECK CHECKLIST / 3RD SITE PLAN 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths I C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 0 0 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 C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. .’ a( 0 0 3. Include on title sheet: / A. Site address B. Assessor’s Parcel Number C. Legal Description For commercial/industriaI 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 2 Rev. 7I1uM BUILDING PLANCHECK CHECKLIST 3d DISCRETIONARY APPROVAL COMPLIANCE 0 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 5. 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 $15,000, 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 %" 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 not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of buildins construction whenever the value of the 0 construction exceeds $75.000, pursuant to Carlsbad Municipal Code Section 18.40.040. 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 Rev. 1- BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 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: 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: fl 0 6d. No Public Improvements required. SPECIAL NOTE: Damaqed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the Citv 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. a 0 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 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 Gradina Permit must be issued and rounh aradinq approval obtained prior to issuance of a Buildinq Permit. . Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H1WORD\WCS\CHKLST\BUldirq Planohsch CUaI Fon (Generic 7-1COO).doc 4 Rev 7/14!03 BUILDING PLANCHECK CHECKLIST 000 000 uno 7d .No Grading Permit required. 7e. If grading is not required, write “No Grading” on plot plan. MISCELLANEOUS PERMITS 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, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 9. 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 Camino 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) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. 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 fees are attached No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received “standard” 1” service with 5/8” service. 5 RW. 7I1W BUILDING PLANCHECK CHECKLIST IST 2ND 3RD 0 If owner/developer proposes a size other than the “standard”, then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the “meter sizing schedule“ to verify the anticipated meter size for the ’unit. 0 Maximum service and meter size is a 2” service wifh a 2” meter. 0 If a developer is proposing a meter greater than 2”, suggest the installation of multiple 2” services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). [7 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gprn may be listed there. Irrigation services are listed with a circled “I”, and potable water is typically a circled “W. The irrigation service should look like: n STA 1+00 Install 2” service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: 0 Hydraulic grade line 0 Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water I IST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation serviceslmeters to a new recycled water line in the future. c] 0 c] 12. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: 7 Revv. 7l14hX PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Phone (760) 602- qd~ l< cilities Management Zone: CFD (inlout) #-Date of participation: Remaining net dev acres: (For non-residential development: Type of land used created by this permit: 1 223 Circle One Leqend: Item Complete 0 Item Incomplete - Needs your action DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary ActZon Required: APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: !jii Environmental Review Required: YES - NO~TYPE YES - NO x TYPE ~~ Coastal Zone AssessmenVCompliance NO Project site located in Coastal Zone? YES- CA Coastal Commission Authority? YES- If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 921 08-4402; (61 9) 767-2370 Determine status (Coastal Permit Required or Exempt): If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Coastal Permit Determination Form already completed? YES- NO- Follow-Up Actions: 1) 2) Stamp Building Plans as "Exempt" or "Coastal Permit Required (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Y lnclusionary Housing Fee required: YES - NO - (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES __ NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:V\DMIMCOUNTER\BldgPlnchkRevChklst RW 9/01 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 (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO k 2. Project complies YES NO Zoning: 1. Setbacks: #/ Front: Required LO Interior Side: Required .y Shown Required Shown Required *, Shown .-e Street Side: Rear: Top of slope: Required Shown - 1 ry structure setbacks: Required Shown Required Shown t Side: Required Shown Required Shown Required Shown 3. Lot Coverage: Required 4 $!o 7 Shown yo / / 4. Height: Required d 30 Shown 5. Parking: Spaces Required 2- Shown hr*N Residential Guest Spaces Required Shown (breakdown by uses for commercial and industrial projects required) I. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 'q DATE @b4z/Say H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 STRUCTURAL CALCULATIONS PROJECT NO.: 06-34 Lt JOB 93-IO AYPdHBC .@le. &hBM, SHEET NO A OF DATE 6-23- 04- TH&A, INC. 3628 Lynoak Dnve CALCULATED BY Claremonc CA 91711 CHECKED BY DATE TEL./FAX: (909) 621-5008 Suite 104 1 . Structural calculations are for the analysis or design of primary structural systems and elements. Other connections and attachments of non-structural elements, or systems are the responsibilities of the architectural designer unless they are shown otherwise by the Engineer. . This calculations and specifications are for this address only Any other use is not allowed and Engineer shall not be responsiile for the unauthorized use . Architectural designer is responsible for aU applicable sketching details on plans which should represent required fia.ming conditions, detiuls needed for construction SHEET NO OF CALCUUTED BY DATE 6d23,@4 CHECKED BY DATE SCALE TH&A, INC. 3628 Lynoak Drive Suite 104 Claremont. CA 91711 TELJPAX: (909) 621-5008 TH&A, INC. 3628 Lynoak Drive Suite 104 Claremont. CA 91711 CALCULATED BY I CHECKED BY DATE SCALE b ... gwLdeQdAlh h-. I - WS indicates Western Species Western Species may include Douglas fir, lodgepole pine western hemlock or white fir Design values shown are for 100% load duration 13/4" 1.8E WS MICROLLAM'" LVL (2) F,, shall not be increased for duration 01 load 77 u--- 7 1.8E WS MICROLLAM'" LVL ALLOWABLE DESIGN STRESSES Srear -07- LS c1 e as: c t, G = ''2 F3C 25 GENERAL NOTES: 9 Lareral support 01 beam Compression edge is required at intervals of 24" O.C. or closer . See NER-126 lor addi!ional design ~nformalion Modulus 01 elasticity E = 1 8 x 10" psi Flexural stress Compression perpendicular Io grain parallel to glue line Compression parallel to grain Horizontal shear perpendicular F, = 2600 psi' F,_ = 750 psi F, I = 2460 psi to glue line Fv = 285 psi (1) For 12 inch depth For others, multiply by (2) F,_ shall no1 be increased for duration of load '' 136 [TI 13/4'' 2.OE WS PARALLAM' PSL 211/i6" 2.OE WS PARALLAM@ PSL I Moment (ft. Ibs.) '. I 6 530 I 9 950 ! 13 580 I 17 475 121 830 I I Shear(Ibs3 I 32151 40201 47351 5.4151 60901 IMoment of Inertla (In*)l 125 I 245 i 400 I 595 1 850 1 I Weight (Ibs./lin.tt,)' I 5 2 i 6 51 7 71 881 981 Moment (n. Ibs.) Shear(lbs.) 13 055 1 i 9 900 127 160 34 955 43 665 54301 80351 9475 10825 12 180 Moment of Inertia (In4) 250 490 I YO0 1 I95 1 700 Weight(Ibs./lln.ft.) 1041 1301 153 175 I97 19.585 129.855 140.740 152,430 165 495 I Microllam LVL & Parallam" PSL - Allowable Holes - A D a iirirr 01 1r1e ,argest mie in1 nmmi .. DO NOT% nolch or drill ncies In Parallam. PSL excepl as inaicareo in char1 and illusIration - GENERAL NOTES: ' The Aiiowea Hole Zone .n this cPar1 IS suitable tor umformiy loaded beams using f?i2~1'~-n- 'oaos lor any iaoles lisled in this guide For olnei load conditions or hole :cri gdrar.ons Slease coti:ac! your Trus Joisl MacMiilan Representative 11 'w3'c 'liar 3ne noie IS io 3e CUI fi briiiii ilie !ensin 01 the uncut beam between :?lei ::us' 3e a ii',~:'~imwii c: IN ':e in? atar~wer 01 [he largest ?ole hcr'i?g-,ar mies art. ;ici ~lii~s*ec L - - -,31t: . ever5 rqL8,e ~caii~rai ili'aljsis ROUND HOLE CHART Page 26 -- Rd A: &dOQ TH&A, INC. SHEETNO & OF 3628 Lynoak Dnve CALCULATED BY DATE L-23- 04 Suite 104 I -- Claremont, CA 91711 CHECKED BY DATE br SHEETNO A OF 3628 Lynoak Dnve Suite 104 CALCULATED BY DATE 6 - 23d 0 4 THM, INC. Clarcmonr, CA 917 11 CHECKED BY DATE 3628 Lynoak Drive Suite 104 Claremonc CA 9171 1 JOB SHEET NO OF CALCULATED BY DATE &Z3*0& I CHECKED BY OAT€ SCALE JOB SHEET NO OF CALCULATED BY .+ DATE 6 CHECKED BY DATE I THM, INC. 3628 Lynoak Drive Suite 104 Claremont, CA 9 17 1 1 SHEET NO. OF CHECKED BY DATE 3628 Lynoak Drive Suite 104 Claremont, CA 917 11 SHEET NO. OF CHECKED BY DATE SHEET NO. c-4 OF 3628 Lynoak Dnvc CALCULATED BY DATE -4 e 2 3-04 THM, mc. Sulk 104 I .- Claremont, CA 91711 CHECKED BY DATE I SHEAR WALL SCHEDULE SYM MATERIAL NAILING SHEAR VALUE TRANSFER NAILING ANCHOR BOLTS A A A A 1R" Gyp Bd Unblocked 5d Cooler Nails @ 7" OC F.N. & E.N. 50UIFT 16d @ 12" OC or A35 @I 32" OC 5/8"x10" @ 48" oc (1) 5/8" Gyp EM Unblocked 6d Cooler Nails @ 7" OC F.N. & E.N. 50bIFT 16d @ 12" OC or A35 @ 32" OC 5/8lxlO"@ 48" OC (1) In" Gyp Bd Unblocked 5d Cooler Nails @ 4" OC F.N. & E.N. 16d @ 8" OC or A35 @ 32" OC 5/8"x10" @ 48" OC (1) 518" Gyp Bd Unblocked 6d Cooler Nails @ 4" OC F.N. & E.N. 16 GA Staples 6" OC Top & Bottom Plates, Edges & Field of Shear Panel 751m 16d @ 8" OC or A35 @ 32" OC 5/8?10" @ 48" OC (1) 180XFT 16d @ 8" OC or A35 @ 32" OC 5/8"x10" @ 48" OC (1) 7/8" stucco w/ Paper Backed Wire Lath 3/8" Struct I1 C-D or C-C 8d @ 6" OC E.N. & B.N. 12" OC F.N. 16d @ 6" OC or A35 @ 24" OC 5/8?10" @ 24" OC (1) Plywood 3/8" Struct I1 C-D or C-C Plywood 3fi" Struct I1 C-D or C-C -A ' 5/8%10" @ 24" OC (1) 8d @ 4" OC E.N. & B.N. 12" OC F.N. (3) 16d @ 4" OC or A35 @ 16" OC 8d @ 3" OC E.N. & B.N. 12" OC F.N. (3) 490#/.Fr 11% 8 3" OC or A35 @ 12" oc 5B"xlO" @ 16" OC (1) Plvwood 5/8"x12!' @ 12" OC (1) 8d Q 2" OC E.N. & B.N. 12" OC F.N. (2) (3) 64O#/FT 16d @ 2" OC or A35 @ 9" oc 3B" Struct I1 C-D or C-C Plywood In" Struct I1 C-D or C-C In" Struct I A C-D or C-C Plywood A 1W @ 3" OC E.N. & B.N. 12" OC F.N. (2) (3) 16d @ 3" OC or A35 @I 12" oc 5/8"x10" @? 12" OC (1) 5/8"xl~'@ 8" OC (1) 1Od @ 2" OC E.N. & B.N. 12" OC F.N. (2) (3) 770#m 16d @ 2" OC or A35 @ 8" OC Plywood NOTE' (1) Spacing of anchor bolts and shear transfer nailing shall be reduced by half if shear wall materials are required on both (2) Framing at adjoining panel edges shall be 3-inch nomimal or wider and nails staggered (3) Where plywood is on both sides of wall, framing member for panel joints shall be 3-inch nomimalsr wider and nail faces of wall. on each side is staggered PLm S(l3THINC 2x RIM JST. OR BLK'C. A35 FRAMING ANCHOR PER SCHEDULE SPACED PER SCHEDULE 16d NN15 SPACED PER SCHEDULE. 08L Toe PUTE SHEAR TRANSFER W/ 2x4 BLOCKING -_ \ SHEAR TRANSFER W/ METAL CUPS TABLE 23-11-8-1 3. 1" x 6' (25 mm x 152 mm) subfloor or lcss to each joist, face nail 4. Wider than 1" X 6" (25 mm X 152 mm) subfloor to each joist, face nail 2-8d 3-8d 1997 UNIFORM BUILDING CODE . TAB& 23-It-6-I-NAIUNO SCHEDULE COHNECTION NAKINO' 3-8d I. Joist lo sill or girder, loenail J 5. 2" (51 mm) subfloor lo joist or girder, blind and race nail 2- 1 6d 6. Sole plale fo joisl or blocking, typical face nail 16d at 16" (406 mm) O.C. 3-16d per 16' (406 rnm) Sole date to ioist or blocking. at braced wall panels 2. Bridzinn lo ioist, toenail each end 2-8d I - 7. Top plate to stud, end nail 2- I (id 8. Stud io sole plate 9. Double studs; face nail 4-84 loenail or 2-16d, end nail 166 8124' (610 mni) O.C. 16d at 16" (406 rnm) O.C. 8-16d 3-8d 10. Doubled top plates, typical lace nail Double top plates, lap splice 12. Rlm /oh1 to top plate, loenail 14. Continuous header, two pieces 11. Blocking bclween Joists or rafters lo top plate, {oenail 8d a1 6' (152 mm) O.C. 2- 16d 16d a1 16" (406 mm) 0.c along each edge 13. Top plrles, laps and inlerseclions, face nail IS. Ceiling joists lo plrlc, locnail 3-Rd 16. Continuous hcader lo stud, toenail 4-ad 17. Ceiling joisls, laps 'over partitions, face nail 18. CciIiny joists to parallel ruitcrs, racc nail 19. Rallcr lo plate, toenail 3-16d 3- l6d 3-8d 20. 1" (25 mm) brocc lo coch stud and platc, lncc nuil 21. 1" x 8" (25 mm X 203 mm) sheathing or less lo each buring, face nail , 2-ad- 2-ad ' 22. Wider lhan I" X 8" (25 mm X 203 mm) alienthing lo ench bearing, face nail 3-8d 23. Built-up corner studs 24. Built-up girder and beams 25. 2" (51 mm) plnnks 26. Wood slructurnl pnncls niid pnrticlchonrtl:2 16d.at24" (610 mm) O.C. 2Od PI 32" (813 sin) o.c. lit lop and bottom nnd xtaggcrcd 2-2lkl nt cnds mntl 111 cnch splicc 2-16d a1 cach bearing 1 d .. Nu. IG ga.q No. 11 ga.8 8d4 No. I(lga.y '14" (6.4 mrn) 4d 1" 29. Interior paneling '/e" (9.5 mm) hd" Common or box nails may be used exccpl where otherwise staled. . *Nails spaced at 6 inches (152 mrn) on center a1 edges, 12 inches (305 mm) at intermediate supporls except6 inches 152 mm) at all supporls where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, re ! er to Sections 2315.3.3 and 2315.4. Nails lor wall sheathing may be common, box or casing. 'Common or deformed shank. '~ommon. SDefonned shank. 6Corrosion-resistanl siding or casing nails conforming to the requirements of Section 2304.3. 7Fasleners spaced 3 inches (76 mm) on cenler at exterior edges and 6 inches (152 mm) on cenler at intermediate supports. aConosion-resistanl roofing nails with 7/16-inch-diameier (11 mm) head and 11/2-inch (38 mm) length for l/z-inch (12.7 mm) shealhing and l3/4-inch (44 mm ) length for "h2-inch (20 rnm) sheathin conforming lo the requirements of Section 2304.3. for Zs/,2-inch (20 mm) shealhing conforming to the requirements of Section 2304.3. spaced 6 inches (152 rnrn) on panel edges, 12 inches (305 rnm) at inlermediate supports. 9Corrosion-resistanl slaples with nominal 5- /I6 inch (11 mm) crown and ll/s-inch (29 mm) length Cor 'Iz-inch (12.7 mm) sheathing and lllz-ilrh (38 mm) length 10Panel supporis al 16 inches (406 mrn) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails IIPanel supporls a1 24 inches (GI0 rnm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mrn) at inlermedialc supporls. 2-282 ..... . ... .. ... _._ .._.. . - THBtA, INC. Englneerlng and Code Consultants 125 West Mission Ave. Suite 201 Escondldo, CA. 92025 Tm1.z (760) 746-5112, Faxi (760) 741-0480 WAL8 1 2 3 4 S t 2 3 4 I) 4 7 e 9 10 ! 2 GENERAL t ALL DE'TAILSt SECTYONS AND NOTES SHOWN ON STRUCTURAL DRAUINGS CIA€ INTENDED TO e.€ TYPICAL AND SHALL APPLY TO SIPIXLAA SITUATIONS ELSEUHEAE U. N. 1). ALL DESIGN AND CONSTRUCTION SHALL IN ACCORDANCE WtTW THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. CILL ClMISSIW~S OR CONFLICTS bETWEEN THE VAAICWS ELERENTS CIF THE UClRI( f NG ORAU f NCS AND/OR SPECIFICATICM SHALL t2E e.RCiUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENCItXER P.EFORE PROCEEDING 'WITH ANY UORH INVI:ILVED, CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DUR INC CC~PJSTAUCTION. DURING CIINSTRVCTION AND Pff 1t:Iff TO THE INCORPORATION qf 9 ALL WAN- GESI REVISIONSt MODIFICATIONS AND/OR DEVIATIONS FROW THE STRUCTURAL DRAWINGS SHALL e.€ DROUGHT TO THE ATTENTIl:1N OF, AND OL).TAIN APPRQVAL FROM THE ARCHITECT, STRUCTURAL ENGINEER AND THE GOVERNING BUILDING 0 E PA R TI7EPJ 1. LU?leER/FRAMIPJGt ALL 2X HORIZONTAL RF/CLG LUMEXER "0 Fa€ MXN bFM2 UoNoO* ALL 2X HORIZONTAL FLR LUMeER TO FIE: MIN DFSZ U,N,Oo ALL GLVLAMS TO BE DF/DF COne 24F-V4 DRY USE U.N.0. PLL 2X VERTICAL LURf?.ER TO e€ MIN DF M2 U.N.O. ALL 4X C LARGER VERTICAL LUMeER TO e€ HIN DFWl U.N.O. ALL 4x I LARGER HORIZONTAL LUM~ER TO MIN DF ~i U.N.O. AU PLYWO TO eE BIN CD-cc STRUCT 11 OR CDX,, VPICAL NAILING SCHEDULE ns PER wec z3-p. CARRY ALL POSTS I Deoc STUDS DOWN TO FOUNDATIONS. eLoci( SOLID AS REQ'D FOR FULL eRG a FLR LINES, -4 BUILT-UP eEAMS: DgL $X tlEWRS TO ea€ FACE NAILED W/ MIN 16J a 12in OC STAGGERED TOP/MT. 3 OR HORE 2X UtlINATIONS TO BE CONN 112fn OIA Mel & WASHER HIN 8 2Sin OC STAGGERED TOPle-OT + 2 EA END TH&A, INC. Englneerlng and Code Consultants 125 Wcsl Ml.qnlon hvc. Sullc 201 OACEUCAT#O 8V OAT[ Cscondido, CA. 92025 WIOItO 8V DATl Tot,: (700) 740-5112, Pax! (760) 741-0480 8CALi 1 2 3 1 2 3 4 1 2 3 4 3 & CONCRETE: ALL CONCRETE TO REACH HIrJ ULT COMPRESSIVE STRESS OF 2500 PSI .r a 28 DAYS U.N.O. MASONRYZ . CONC9ETE MASONRY UNITS TO NORMAL WEIGHT HOLLOW LOAD eEAR IPIG TYPE CONFORMING TO ASTM C-90. MASONRY UNITS SHALL BK CLEAN AND FREE OF ALL SUBSTANCE THAT HIGHT ItlPAIR BOND AND SHALL EE STORE3 UNDER COVER ON THE JO&, ALL CONCRETE MASONRY UNITS TO e.€ GRADE N-11 U.N.O. MIN COMPRESSIVE STRENGTH OF ALL IIASC~NRY UNITS SHALL eo€ 1500 PSI. TYPICAL TYPE 'PI' MORTAR1 1 PART CEMENT, 3-1/2 PARTS SAND1 1/4 PART LIME PUTTY, CONFORM W/ ASTM C-270. WATER CONTENT SHALL e.€ MIN REIi' D FOR WORKING CQNSISTENCY. MIN 2000 PSI 4 G2OUT MIX SHALL e.E 1 PART CEMEPITi 5 PARTS SAND AND (OPTIONAL) 1/10 PART LINE PUTTY. ADD UP TO 2 PARTS PEA GRAVEL WHERE SPkCES EXCEED ?ifl Mu!. =e DAY ULT STRENGTH OF GROUT SHALL eE 2000 PSI. ' USE SUFFICIENT LJkTER TO PRODUCE PWRING CONSISTENCE W/O SEGRE5ATION4 REINF STLt *. LAP ALL MESH MIN 2 MODULES. ALL REINF eAR9 SHALL BE ACCURATELY & SECURELY PLACED BEFORE POURING CONC OR APPLYING Pb3RTAR OR GROUT. STRUCT snr ALL STEEL TO CONFORM TO ASTH-AJ6 VaN.0. DETAILING & FABRICATION PER AISC LATEST EDIT ON. I&\$" N 0 ALL STEEL PIPES TO CONFORM TO ASTM A33 GRAD c ALL ~TWL 706 ~LUMEJ rz) COE?WPM TO CIWM ++ 0@"~&'6''F9f46K~r* FASTENERS: .. ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT. ALL eOLTS TO BE M\rd ASTM-A307. * eOLT HOLESt flAX l/lbin LARGER'THAN BOLT DIA. # ALL eOLTS eRG ON WOOD TO USE H. 1, WASHER UNDER H€AD C NUT. LAG BOLTS8 LEAD HOLES FOR SHANK TO eE SAME AS SHANNI THREADED ALL NAILS TO BE COflMON U.N.0. PORTION TO eE 60-70% OF SHANK DIA. 8 I JOB TH&A, INC, Engineering and Code Consultants 125 West Mission Ave. Suite 201 8WEET NO OF CALCULATE0 BY DATE Escondido, CA 92025 CHECKED BY DATE 8CALC Tel.: (760) 746-5112, Fax: (760) 741-0480 7 1 2 3 4 1 ?* - 3 4 5 6 7 8 9 10 !1 FASTENERS: USE FULL NAILING/BOLTING a ALL C9NNECTORS U.N.O. FOUNDATIONS: PROVIDE RIN CODE REQUIREMENTS FOR ALL FOUtJDATIONS U.N.O. ALL CONTIISOLATED FTGS TO e€ PLACED MIN in INTO COMPETENT ERG SOIL 9R BEDROCK. ACQUISITION OF A SOILS REPORT IS RECOMMENDED FOR ALL JOE. IF Nil SOILS REPORT IS AVAILABLE1 ASSUM'D SOIL TYPE t PaR5 VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. ENG3 WILL NOT eE HKLD RESPSVJSIBLE FOR BLDG DEPT APPROVED VALUES SEE FOUNDATION PLAN FOR ALLOWAe.LE SOIL BRC PRESSURE. RETA IN I NG WALLS : CONTRACTOR SHALL VE3IFY ALL DIRENSIONS & COFJDITTONS ON THE JOE., RES?ONSIS.ILITY FOR ACCURATELY DESCRIP-INC THE SITE CONDITIONS RESTS ON THE CLIENT. RNIEN CALCULATIONS ItlnEDIATFIY TO DETtRMINE UHETHEG3 CONSIDE3ATION WAS GIVEN IN WALL DE5IG?J FOR ADJACENT FiGi IF THEE5 IS ANY QWESTIOPd REGARDING THIS MATTER. VEI"!CLE OR e.ACHSLOPE SURCHARGES. CONTACT THIS OFFICE IMm9IATF'Y IF Nc:) SOILS RE?ORT IS AVAJLABLE? ASSUPI'D SOIL TYPE C: PRG VALUE USE3 IN CALCULATIONS ARE SUEJECT TO BUILDING DEPT APPROVAL. VE3IFY INSPECTION REQUIREMENTS W/ eLDC DEPT PRIOR TO CONSTR. SEE RtTAININC WALL SCI.IEDULE FOR ELOCK INSPECTION REBUIRE?lWTS. ALL REAINING WALL FTGS TO EXTEND MIN in INTO COMPETENT eRG SOIL AS DEFINE^ ey SOILS REFORT OR APPROVED STANDARD PRACTICE. RECOMMENDATIONS OF SOILS REPORT TO SUPERCEDE THIS \IN REQVIREKENT eonon OF PAD TO e.E MIN 57 FROM DAYLIC~T~ msuw IN A HORIZ DIRECTION FROM THE NEAREST EOTTOM EDGE OF PAD. PROVIDE EITHE2 A MIN 12in x 12in GRAVEl POCK= a BASE OF WL WITH 4in DIA PVC PE3FORATED DRAIN PIPE T9 DAYLICKTI OR MIN 2 SQ IN WE? HOES a BASE OF WALL STEM TO ADJACENT GRADE a 48in OC. BACKFILLING SHALL NOT eE STARTED FOR AT LEASTZt DAYS AFTER THE FILLING OF THE CELLS UITH GROUT0 . BACKFILLING MUST eE THOROUGHLY TAMPED TO PRNENT FUR THE^^ S~ING. DO NOT E*ACKFIU UNTIL ALL WORK HAS PASSED REB'D INSPECTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SHORING DURING CONSTRUCTION AS REB'D. ALL eACKFILL MATEFI'IALS TO eE GRANULAR1 i.+. SAND3 GRAVEL? OR SOIL APPROVED BY PROJECT SOILS ENGINEER. ? SD i .EYHOtZ)ER COPY d STAT ... P.O. BOX 807, SAN FRANCtSC0,CA W 142-08ti i COMPENSATION INSURAN~E F N D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 01-01-2004 GROUP. PalCY NUMBER: CERTIFICATE IO: 000046 0908775-2004 a CERTlFlCATE EXPfRES: 61-01-2005 01-01 -~044/61-01-2005 CITY OF OCEANStDE, BUILOING DEPT. SO JOB: ALL OPERATIONS OCEANSIDE CA, 92054 300 N. COAST HWY This is to certify that we have issued a valid Workers' Compmsation insurance policy in h form approved by the California Insurance commissioner to the employer narned below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon ~drys' Advance written notic@ to the employer. We will also give you 30 days' advance notice should this policy be cancelled Prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extbnd or alter the coverage afforded by the wlicies listed herein Notwithstanding any requirement. term, or condition of my contract or other document with respect to which this certificate of insurance may be issued or may pertah, the msurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. I AUTHORIZED REPRESENTATIVE PRf StOENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE CUSTS: $1, RENCE . ENDORSEMENT R22685 ENTITfED CERTZFICATE HOLDERS' WTIa EPFtiCtIVE 01~01-2604 IS FORMS A PART OF THIS POLICY. EMPLOYER LffiAL NAM6 B.A. WORTHING INC. PO BOX 1041 CARLSBAD CA 92018