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2653 ROOSEVELT ST; ; CB120503; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-182012 ' Commercial/Industrial Permit Permit No: C8120503 Building Inspection Request Line (760) 602-2725 Job Address: 2653 ROOSEVELT ST CBAD Permity Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 2031012100 Lot #: 0 Applied: 03/21/2012 Valuation: $6,533.00 Construction Type: NEW Entered By: RMA Occupancy Group: - Reference # 'Plan Approved: 05/14/2012 Issued: 05/18/2012 Inspect Area Plan Check #: Project Title: •CHAMBERLAIN- REMOVE WALL BETWEEN OFFICES TO CREATE LARGER CONFERENCE ROOM, 176 SF TOTAL Applicant: ( RE NU RENOVATIONS INC CHAMBERLAIN A&KIMBERLY A 2004 TRUST STE 343 2653 ROOSEVELT ST 380 S MELROSE DR 92081 CARLSBADCA 92008 760 806-4343 Building Permit Meter Size - Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $68.23 Meter Fee $0.00 Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 $0.00 Strong Motion Fee / / $1.37 PFF (3105540),,_' Park Fee / T -j $0.00 PFF (4305540) $0.00 Linse Tax (4304193) C $0.00 $0.00 LFM Fee Bridge Fee $0.00" License Tix (310193) $0.00 $0.00 BTD #3 Fee I $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee / $0.00 \ PLUMBING TOTAL-"\ $0.00 Add'I Renewal Fee )$O.00 \ ELECTRICALTOTA1 $40.00 Other Building Fee 4so.00 $0.00 Pot. Water Con. Fee $000\ Máste Drainage Feet '' $0.00 BTD#2 Fee h,,) Trafflc lmpactFee (3105541). Meter Size \\ \SewèiFèe( $0.00 Fee $0.0 !Redé Parking Fee $0.00 Con 0 Add'I Pot. Water Red. Water Con. Fee \ $0.00 Additional Fees $0.00 Green Bldg Stands (SBI 473) Fee $1.00Z 0 F HMP Féè ED ?? Fire Expedidted Plan Review $0.00 Gien Bldg Standards Plan Chk ?? \ TOTAL PERMIT FEES $208.07 Total Fees: $208.07 "TotaFPann't To Date:_ ç$2O8.OI 'Bal Du e: ue: $0.00 FIiJALAPPRO/AL. - Inspector: Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.". You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance 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 fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 4", IV ~ Plan Check No. t, Building Permit Application <<0 0> 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value f' CITY O F 760-602-2717 /2718/2719 Plan Ck. Deposit Wt Fax 760-602-8558 CARLS B 1\E www.carlsbadca.gov ()L4... Date ?/Z) bjJSWPPP JOB ADDRES,3 c— jot' 3UITE#/S PAC EI/UNITC A I - - - C ROJEC?# LOT# PHASE # F UNITS J#BEOROOMS A BATHROOMS I TENANT BUSINESS NAME PPId'. I CONSTR. TYPE I 0CC. GROUP I / &iCA) DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 0 f4J W ALL C AAI A- 2-*96At C Z rc /Z-ryj,n 1760 EXISTING USE I USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) I FIREPLACE I AIR CONDITIONING eIqc ii-o I s IYEh1. N0 YES 1NOE IFIRESPRINKLERS YES N0 APP= !T (Primary Contac — c klAzh APPLICANT NAME (Secondary Contact) ADEJSS ADDRESS siro P Pizo 17j fn(, ZIP STAT CITY ( g ,f CITY STATE ZIP ________________________ PHONE I FAX 7ô) )?-1— 73' U' I ,o) c — n C PHONE FAX EMAIL i h741z4 € 4t4/ 'ni2P'5, Co EMAIL PROPERTY OWNER NAM a , TRACTOR BUS. NAME AD . ADD SS STATE Cl , CITY STATE ZIP PHONE o) L/_77 7 IFAX I ) q PHONE FAX JiA MAIL EMAIL ARC /0 SIGNER NAME & ADDRESS STATE tIC. C dTATE LIC.# CLASS I ICITY BUS. LIC.# i 7 0S5 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, aemoiusn or repair any strucwre, prior to ins issuenue, elsu requires tire 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, commendingwith 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)). Workers' Compensation Dé'claratlon: I hereby affinn under penally of perjury one of the following declarations: [] 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. J i have and will maintain workers co pe satlon, as re 'red by Section 3700 of the Labor Code, for the performan of the work for which is p ills issued. My workers' compensation insu ce rrier and policy number are: lnsurtce Co._(\OLt0ItC Policy No. tL.4..oc Expiration Date Thi section neednot be completed if the permit is for one hundred dollars ($100) or less. Certlfic;te of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California— WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (9100,000), in addition to the cost of compensation, dama as provided for in Sectl 7 I the abor code, interest and attorney's fees. CONTRACTOR SIGNATURE DAGENT DATE 14 Ida I hereby affirm that lam exempt from Contractor's Ucense Law for the following reason: [] 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 sate). [J 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). [J 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. Oyes [:]No 2.l(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 address! phone! contractors' license number): I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone !contractors' license number): twill provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (include name! address! phone! type of work): .PROPERTY OWNER SIGNATURE []AGENT DATE 3 VAI V,PMf L.ET,5 TH IS i -FOR NON-RESI D ENTI A LB U I L DING PERM. . - Is 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? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air qualitymanagement district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Nam Lender's Addres APPLICANT CERTIFICATION I cerlifythatl have readtheapplicaUon and state thatthe above Information IscorreandthattheInfonnation on the plans Is accurate. I agreetocomply with all City ordinances and State laws relalingto building construction. I hereby authorize representative 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 50' 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 shat expire by Imitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the data 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 bra period of 180 days (Section 106.4.4 Uniform Building Code). 1 'APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection CERTIFICATE OF OCCUPANCY lCommercial Projects Only) Fax (760) 602.8560, Email www.buildinqcadsbadca.qov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. -p.. / CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad •CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. NO. 0 MAIL TO OR FAX TO: CONTACT (Listed above) ASSOCIATED CB# UMAILTO' OR FAX TO: I -. NO CHANGE IN USE/ NO CONSTRUCTION -[]BUSINESS ADDRESS CONTRACTOR (Listed on page 1 of application.) CHANGE OF USE / NO cONSTRUCTiON ,'APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For: 06/11/2012 Permit# CB120503 Inspector Assignment: MC Title: CHAMBERLAIN REMOVE WALL Description: BETWEEN OFFICES TO CREATE LARGER CONFERENCE ROOM, I76SFTOTAL Type: TI Sub Type: INDUST Phone: 7607297368 Job Address: 2653 ROOSEVELT ST Suite: Lot 0 Location: Inspector: frt. APPLICANT RE NU RENOVATIONS INC Owner: CHAMBERLAIN MICHAEL A&KIMBERLY A 2004 TRUST Remarks: NOT SURE OF FINAL TYPE Total Time: Requested By: CHRIS Entered By: CF CD Description Act Comments 99 - at Final Structural Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# CV050573 CLOSED 0- BUSINESS LICENSE; CV110452 CLOSED 0-NO BUS LICENSE; Inspection History Date Description Act Insp Comments 06/05/2012 89 Final Combo PA MC MINOR PICK UP, SEE CARD 05/31/2012 14 Frame/Steel/Bolting/Welding CO MC T-GRID 05/31/2012 34 Rough Electric CO MC 05/31/2012 44 Rough/Ducts/Dampers CO MC 05/21/2012 14 Frame/Steel/Bolting/Welding AP MC POST/BEAM ONLY !Dept: Final Building INspection; Bui ing Engineering Planning CMWD StLit Check #: Date: 06/05/2012 Permit #: CB120503 Permit type: TI Project Name: CHAMBERLAIN. REMOVE WALL Sub Type: INDUST BETWEEN OFFICES TO CREATE LARGER CONFEREN Address: 2653 ROOSEVELT ST Lot: 0 Contact Person: CHRIS Phone: 7607297368 Sewer Dist: CA Water Dist: CA ... U..... .. n;n ;.. .....................1.1:...... U UUIUUUIIU UI...... UIU , UU U Inspected 3UQ ...?IIUU11UIUUUUU By: Inspected: Approved: V Disapproved: Inspected Inspected Date By: Inspected: Approved:. Disapproved: By: ____ ______ LJdL Inspected: Approved: ______ Disapproved: Comments: ' EsGil Corporation In (Partners/lip with government for tBuilifing Safety DATE: 5/10/12 U RR LST JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 12-0503 SET: III PROJECT ADDRESS: 2653 Roosevelt St. PROJECT NAME: Convert offices into Conference Room The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. III The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. E 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: ) Email: Mail Telephone Fax In Person E REMARKS: By: Chuck Mendenhall EsGil Corporation DGA DEJ 171PC Fax #: Enclosures: FAX In EsGil Corporation In Partners/lip wit/i government for (Building Safety DATE: 4/25/12 ANT U ~ N~REVIEWER JURISDICTION: Carlsbad U FILE PLAN CHECK NO.: 12-0503 SET: II PROJECT ADDRESS: 2653 Roosevelt St. PROJECT NAME: Convert offices into Conference Room LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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. LI 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: Mark Cuffel, Re-New Renovations 3150Ppio Pico Dr., #105, Carlsbad, CA 92008 LI 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: Mark Cuffel Telephone #: (760) 728-7368 Date contacted: 4.25. ii (by: t2..) Email:. mark©re-nu renovations. com Fax #: (760) 729-7369 Mail " Telephone V Fax In Person LI REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation 0 GA 0 EJ 0 Pc 4/19/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858)560-1576 Carl 12-0503 4/25/12 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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 calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 DOORS 10. Show that the path of travel from the disabled accessible parking to the front entry door is striped min. mm . 48" clear width for the required walkway for the disabled. SANITARY FACILITIES NOTE: Bath rooms serving the remodeled area must comply with the current disabled access standards as follows: This applies to both bath rooms. Both Men's and women's disabled accessible rest rooms are required. The occupant load for this facility exceeds 10 per CPC Table 4-1. 15. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 111 5B.3.2. The space is required to be: The entry door to the rest room may not swing into the required 56" clear space from the back of where the toilet is located. See the diagram below. . ~t60" diameter. . Doors are not permitted to encroach into this space by more than 12 inches. A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. Gar1stad 12-0503 4/25/12 j(a)CLEARANCE8 ATWATERCLOSEI 16. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvering space which does not overlap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. The floor plan on sheet I of the plans does not comply. NOTE: if you choose to swing the door out., the clear distance in the direction of door swing must be 60" mm. END OF CODE RECHECK To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In Partnership wit/I government for (Building Safety DATE: 3/30/12 JURISDICTION: Carlsbad PLAN CHECK NO.: 12-0503 SET: I PROJECT ADDRESS: 2653 Roosevelt St. PROJECT NAME: Convert offices into Conference Room UAP ANT JURIS. U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. El 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: Mark Cuffel, Re-New Renovations 3150Ppio Pico Dr., #105, Carlsbad, CA 92008 Eli 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: Mark Cuffel Telephone #: (760) 728-7368 s"' Date contacted:)3hl. (by: ) Email: mark@re-nurenovations.com Fax #: (760) 729-7369 Mail—.- Telephone Fax" In Person LI REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation 0 GA 0 EJ 0 PC 3/26/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 12-0503 3/30/12 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-0503 JURISDICTION: Carlsbad OCCUPANCY: B, USE: Office Conf. Room TYPE OF CONSTRUCTION: V B ACTUAL AREA: 395 TI Area Only ALLOWABLE FLOOR AREA: no change STORIES: 2 HEIGHT: no change SPRINKLERS?: no REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/30/12 OCCUPANT LOAD: 24 (Conf Rm. only) DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/26/12 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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 ordinances enforced 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. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International 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 12-0503 3/30/12 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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 calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Structural part of the plans shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS NOTE: When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 11 34B.2. These requirements apply as follows: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 2. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-6 the minimum number of spaces is: a) I for each 25 spaces up to 100 total spaces. 3. Show that accessible parking spaces comply with Section 112913.3.1 as follows: Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. Each space is to be a minimum of 18' in depth. Carlsbad 12-0503 3/30/12 4. At least one in every 8 accessible parking spaces (but not less than one) shall be served by an access aisle ~!96" in width and designated as VAN ACCESSIBLE, per Section 1129B.3.2. 5. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.3.3. 6. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 1129B.3.3. 7. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: A profile view of a wheelchair with occupant in white on dark blue background. The sign shall ~:70 in.2 in area. When in the path of travel, they shall be posted ~!80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space ~36" from the parking space finished grade, ground or sidewalk. Spaces complying with Section 112913.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 112913.4. In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. . WALKS AND SIDEWALKS 8. show on the plans Walks from the accessible parking are required to be ~48" minimum in width and have slip resistant surfaces, per Section 11 33B.7. 9. Show on the plans ramp access from the walk to the entrance of the building. For pedestrian ramp requirements, see Section 11 33B.5. DOORS 10. Show that every required passage door from the building entry to the proposed conference room has ~32" clear width, per Section 11 33B.2. 11. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B.2.5.2: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~30" but :544" above floor. . SANITARY FACILITIES NOTE: Bath rooms serving the remodeled area must comply with the current disabled access standards as follows: Carlsbad 12-0503 3/30/12 12. Show that passageways leading to sanitary facilities have required clear access widths, per Section 111 5B.5. Show that all doorways have: a) ~32" clear opening. b) A clear area: ~:60" in the direction of the door swing. ~!44" away from the direction of door swing. c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). 13. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: An equilateral triangle ¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle ¼" thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 60". Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 11 17B.5.1. 14. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: ~!60" diameter. A T-shaped space as shown in Figure IIB-12(a) and (b). Doors are not permitted to encroach into this space by more than 12 inches. 15. Show that the water closet is located in a space, per Section 111 5B.3.2.3, which provides: a) A minimum side clearance of either: ~28" from a fixture. This clearance shall extend all the way to the rear wall. Section 111 5B.4. 1.1. This will generally require the toilet room to be 7' wide (along the rear wall) by 6'-6" in the other direction. ~32" from a wall on one side. This clearance shall extend all the way to the rear wall. b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. Carlsbad 12-0503 3/30/12 16. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvering space which does not overlap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 11 15B.3.2.2. RES:TROOM FIXTURES AND ACCESSORIES 17. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 11158.4.1: The seat is to be ~17" but :51 9" in height. The controls for flush valves shall be: Mounted on the side of the toilet area. Be 44" above the floor. 18. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall: Project at least 14" from the wall. Be 17" above the floor. b) The control mechanism is to be located :544" above the floor. c) ~30" x 48" clear floor space is provided in front of the accessible urinal. Section. 1115B.4.2. 19. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center tine of the fixture to the wall. The counter top is :534" maximum above the floor. 'a29" high, reducing to 27" at a point located 8" back from the front edge. ~9" high x 30" wide and 17" deep at the bottom. Carlsbad 12-0503 3/30/12 f) Hot water pipes and drain lines are insulated. 20. Show that grab bars comply with the following, per Section 111 5B.4: a) Grab bars shall be located on 'each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: 15" to 161/2" (±1") from the center line of the water closet stool. Be ~42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1 %" but :51 %", or the shape shall provide an equivalent gripping surface. END OF CODE REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Chuck Mendenhall at Esgil Corporation. Thank you. . Carlsbad 12-0503 3/30/12 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 12-0503 PREPARED BY: Chuck Mendenhall DATE: 3/30/12 BUILDING ADDRESS: 2653 Roosevelt St. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Conf Rm TI 395 City Est 6,533 Air Conditioning Fire Sprinklers TOTAL VALUE 6,533 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ofdinance 9W I $97.47 I Plan Check Fee by Ordinance IV I $63.36 I Type of Review. Complete Review. E Structural Only ERepetftive Fee Repeats E Other El Hourly EsGil Fee Hr. @ * I $54.58 Comments: Sheet I of I macvalue.doc + / <K00 BUILDING PLANCHECK Development Services Land Development Engineering CITY OF CHECKLIST 1635 Faraday Avenue 760-602-2750 CARLSBAD QUICK-CHECK/APPROVAL www.carlsbadca.gov ENGINEERING Plan Check for CB 12-503 Date: 03/30/12 Project Address: 2653 Roosevelt APN: 203-101-21 Project Description: TI open wall between 2 offices to create larger Valuation: $6533 conference room ENGINEERING Contact: Kathleen Lawrence Email: kathleen.lawrencecarlsbadca.gov Phone: 760-602-2741 Fax: 760-602-1052 E RESIDENTIAL 17] TENANT IMPROVEMENT El RESIDENTIAL ADDITION MINOR fl PLAZA CAMINO REAL (<$20,000.00) :j CARLSBAD PREMIER OUTLETS E COMPLETE OFFICE BUILDING EOTHER: PCR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE DATE: 03130112 REMARKS: no change in use Notification of Engineering APPROVAL has been sent to via on E-36 Page 1 of 1 REV 4/30/11 PC 11- Review# 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Driveway widths Existing & proposed structures Existing or proposed sewer lateral LJ LJ Existing street improvements LJ Existing or proposed water service EJ EJ Property lines (show all dimensions) EJ LJ Submit on signed approved plans: EJ LJ Easements DWG No. LJ EJ Right-of-way width & adjacent streets Show on site plan: E1 L1 Drainage patterns E =Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. El=ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building'. i:J IJ Existing & proposed slopes and topography LJ =Size, 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. E1 El Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: J Site address LJ Assessor's parcel number J Legal description/lot number LJ 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. EJ Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivision/Tract: Reference No(s): E-36 Page 2 of 4 REV 4/30/10 This Box for City Use Only City Concurrence: YES I NO By: Date: [0;oj,_01D: CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES I NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet POP requirements' box in Section 3 below. 3. Is the project §91ely limited to just one of the following: Trenching and resurfacing associated with utility work? Resurfacing and reconfiguring existing surface parking lots? New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1)create more than 2500 square feet of impermeable surface or (2) increases imperme2ble surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet POP requirements" box in Section 3 below. SECTION 3 I Questionnaire Results: U My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box Address: Q.1ZLC 1ci3- Assessor's Parcel Number(s): Applican( Name: Applicant Title: Apicant Signature ~,~ "t Date: I 3(;ôf- ______ - E-34 Page 3 of 3 REV 3/23/10 15;15>~ CITY OF CARLSD/-%D1) STORM WATER STANDARDS QUESTIONNAIRE E-34 Develooment Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ISECTION I NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Does you project meet one or more of the following criteria: Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, condominium and apartments Commercial - greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. Heavy Industrial / Industry- greater than I acre. Examples: manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. Environmentally Sensitive Area (ES0. All development located within or directly adjacent2 to or discharging directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness a proposed project site to 10% or more of its naturally occurring condition. _of Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff Streets, roads, highways, and freeways. Any paved surface that is 5,000 square feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. I Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet POP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 CITY OF CAR LSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: U Building Permit U Right-of-Way Permit U My project is categorically EXEMPT from Electrical the requirement to prepare a storm water Fire Additional pollution prevention plan (SWPPP) because it LiI Fire Alarm only requires issuance of one or more of the Fixed Systems following permit types: Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge U My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the no threat" assessment criteria on the city's Project Threat Assessment Worksheet for Determination of construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier I - Low Threat Assessment Criteria U My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria U My project does not meet any of the Significant Threat assessment criteria described below and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria U My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or U My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, U My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. 2'~' 1-ôo'rtrcr, L0 Owner/Owner's Authonzed Agent Signature: Date: City Concurrence: By: Date: 0 NO o D: DYES Oft 021 B-24 Page 1 of I Rev.03/09 (4> CITY OF CARLSD/-%D CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760602-2750 www.carlsbadca.gov Construction Perceived SWPPP Tier Construction Threat Assessment Criteria* Threatto Level Storm Water Quality Tier 3 - High Construction Threat Assessment Criteria U Project site is 50 acres or more and grading will occur during the rainy season U Project site is I acre or more in size and is located within the Buena Vista orAgua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High U Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors kf greater than or equal to 0.4) U Site slope is 5 to I or steeper U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 - Medium Construction Threat Assessment Criteria Medium U All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria U Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or-discharges directly to an ESA U Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) High O Site slope is 5 to I or steeper Tier 2 U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in one half acre or more of soil disturbance Tier 2 - Medium Construction Threat Assessment Criteria Medium U All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier I - Medium Inspection Threat Assessment Criteria 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA U Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-N RCS Erosion factors kf greater than or equal to 0.4) Medium U Site slope is 5 to I or steeper Tier 1 U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in one half acre or more of soil disturbance Tier I - Low Inspection Threat Assessment Criteria Low U All projects not meeting Tier I Medium Construction Threat Assessment Criteria Exempt - Not Applicable - Exempt *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where it can he shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 120603 Address -oosuwr 5-1-5ya., øe Planner A..,sn Phone (760) 434- 2I3 APN: Type of Project & Use: - 1. . Net Project Density:DU/AC 0 0 0 Zoning: \)V— General Plan: Facilities Management Zone: I CFD (in/out) #_Date of participation: Remaining net dev acres:______ . (For non-residential development: Type of land used created by this l Circe One permit: . . . . . Legend: Item Complete U Item Incomplete - Needs your action .a. 0. F1 0 0 Environmental Review Required: YES NO,. TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: I1 0 0 Discretionary Action Required: YES NO -< TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:____________________________________________________________ 91 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO .'%e CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): 0 0 Habitat Management Plan vi (A Data Entry Completed? YES ____ NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (NP/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) O 0 IncIusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES ____ NO (NP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:ADMlN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan: 0 0 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). Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines 0 0 1. Applicability: YES NO_______ 0 0 0 2. Project complies YES NO________ Zoning: vA 0 0 Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown El El Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 El Lot Coverage: Required Shown______________ 1i El El Height: ' Required Shown [] El El Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown IJ El El Additional Comments &h 416- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE_________ H'ADMIN\COUNTERBIdgPInchkRevChkIst . , Rev 3/06 March. 22, 2012 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department CB120503 I have reviewed, the building plans for the above referenced project at 2653 Roosevelt Street for a tenant improvement. The Housing and Neighborhood Services Department supports issuing the building permit at this time.. This information was entered into Permits Plus on March 22, 2012. If you have any questions, please contact me at x2813. AUSTIN SILVA Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 04-19-2012 Reviewed by: a4.---- Name: Address: Permit#: CB 120503 RE NU RENOVATIONS INC STE 343 3805 MELROSE DR VISTA CA 92081 BLDG. DEPT COpy Job Name: CHAMBERLAIN- REMOVE WALL• Job Address: 2653 ROOSEVELT ST CBAD INCID1'PLETE The item you have submitted for review is carefully all comments a the necessary plans and/or to this office evi áhd approval. Conditions: Cond: C0N0005349 [NOT MET] * * * Bubble All Changes*** standards. Please review **** 4/2/12 Mesage left for Mark Cuffel to add information needed on plan - no response - repsond and provide the following information on plans. Submit three copies to Building Department*** Code Requirements: Cite California Fire Code, 2010 Edition. Give square footage and OL for areas and provide egress plan. Declare Occupancy and Building Construction Type. Is this buildin sprinklered. State this on plan. Add the following or similiar: "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and - other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" Add the following or similiar: Only main exterior door or doors are permitted to be equipped with key-operated locking devices fl'om the egress side in accordance with CFC 1008.1.8.3. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Entry: 04/09/2012 By: cwong Action: CO Cond: C0N0005367 [MET]' Pc 1~~_**_**Firie Department Approval Dependant upon addit6nal notes on plans NOT addressed from comments to applicant*** LCode Citation Section shallinblude Calfornia Fire Code, 2010 Edition - ADD to BOTH sets "APPROVED: APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 04/19/2012 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category.. TI , INDUST Date of Report: 04-09-2012 Reviewed by: 04 AJ Name: RE NU RENOVATIONS INC Address: STE 343 3805 MELROSE DR VISTA CA 92081 Permit#: CB 120503 Job Name: CHAMBERLAIN- REMOVE WALL Job Address: 2653 ROOSEVELT ST CBAD 1LLk L INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: C0N0005349 [NOT-MET) *** Bubble All Changes*** **** 4/2/12 Mesage left for Mark Cuffel to add information needed on plan - no response - repsond and provide the following information on plans. Submit three copies to Building Department*** Code Requirements: Cite California Fire Code, 2010 Edition. Give square footage and OL for areas and provide egress plan.. Declare Occupancy and Building Construction Type. Is this buildin sprinklered. State this on plan. Add the following or similiar: "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" Add the following or similiär: Only main exterior door or doors are permitted to be equipped with key-operated locking.devices from the egress side in accordance with CFC 1008.1.8.3. All others shall be no knowledge, single action in.accord.ance with CFC 1008.1.8 and 1008.1.8.4. Entry: 04/09/2012 By: cwong Action: CO DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. CLEVELAND ST. OCEANSIDE, CA 92054 760.966.6355 PH. 760.966.6360 FX. DSI@SURFDSI.COM EMAIL STRUCTURAL CALCULATIONS FOR 2653 Roosevelt St. Carlsbad, Ca. 92008 Designer: Beto Jurado 760-521-8193 Owner: Chris Schmidt March 7, 2012 TABLE OF CONTENTS ITEM Hand caics: loads, bm, post & ftg Existing Foundation and proposed floor plan Proposed details Enercalc output: bm options & post PAGE 1 2&3 4&5 .6-11 r'Al~_o ' %_~ 50-3 CfS?.A J1 44 JOB_ 511t j,wt- STRUCTURAL ENGINEERS 908 S. Cleveland Street CALCULATED BY DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY___________________ DATE______________ Email: dsi@surfdsi.com SCALE &Ce'tE 0(- .'fLpoo I?- &L L , h#sr ytji. MUM- k-11r,jL.c,.g IMI• 5U k"t t/'frTp eo tç. PSF Roe(p.A-T) I3.OR ia 'Lo frt tic e Y2 -' 7 Efri4 k cvL 1. O '$ CL ('4E' I,') frtL4 FLOOR.. ..p $(- 76 YA' 1.?, ii jrn-r I rUL Ay( 61 j2. (A1Y /,0 JAI IL IL H LVg SM.() ii J,o f5f at- jz.° PL fr-tt4r.Lcfl6—JCrMt?To . 4-1t)L.L i. (t'i 1i (Mc . t ill 1L. ME fot-f . 014 . . ....... fr ... i .• . . ru DI i20- A1u,4- flhfT4 ¶f.(i-v•) . WIN - '1 + v-__--_ . - os (t tr) lu 1? 061 , ql(JPf . 3 D9- A . ('(1ulP-) CM CrjAlAr ____ - • Gd? AA 1..- ii : () A,,'.'T r-r- u- D PRODUCT 207 • L PROPOS .. Office LWALL, >q Conference • tC k A I IRoom to Fl. QjVtLf(P Storage • Office Bath Storage"1 Bath-1 Storage Reception Break____ ;••.•. .1 • room • FIRST FLOOR PLAN SCALE: 1I4 = 1'-0 ç2,V2(2?! DRAWN BY: BEM JURADO DATE-. 3/112012 •. -j 4iLJ © -- H .1 ol 0' 1 ii TI. Ii 4 i_ 1f__j; IiLI 3 ®t i •: .. • .!f. _ _ 7' Z?R) ç&r e 1or 1 Iic14 4c1 cl'C.ICt. Af p j ?/-&A'L4"\ OL ,,'?.5? 1 1 1,16 p* L; L'i rv-) 'c4:.l' 0 &'Ecc -'1' - 4 cD ? fE?E1(J7'4L.< i fr Li b5T • 4 eo1 t3 iAllf P4' (/1 jIA t;c 6Ppe- N cA)r'r. SAvjCui 4 t1t: I- :i7 I t::1A )$c C lc • I-I c 5, tc t Li5L1 CI1b!J 0.926 : I 3.5x14.0 176.02 psi 19000psi 101.375 ft Span #1 Values V F, - Fv 0.00 0.00 . 0.00 1.91 58.36 190.00 0.00 0.00 0.00 5.75 176.02 ' 190.00 . 0.00 0.00 - o:oo 4.79 146.61 190.00 0.00 0.00 0.00 4.79 146.61 190.00 0.00 0.00 0.00 V 4.79 .146.61 190.00 0.00 0.00 0.00 4.79 146.61 190.00 0.00. 0.00 0.00 4.79 146.61 190.00 0.00 0.00 0.00 Title Block Line 1 . Title: - Job # You care changes this area - Engineer:. using the 'Settings' menu item ' ' Project Desc: and then using the Printing & Title Block' selection. ., VVóód Beary L : ;..-E. - ' - ENERCAIC INC 1983-2011 8ui1d61236 Ver61236 I Descption: 2653 Roosevelt 1211 header >>3.504 Paralam 1.8E '. Material Properties . Calculations per NDS 2005, ASCE 7-05 Analysis Method: Allowable Stress Design Fb Tension 2400 psi .E.: Modulus of Elasticity Load Combination 2009 IBC &-ASCE 7-05 - - Fb - Compr 2400 psi - Ebend- xx . 1800ks1 Fc - Prll - 2500 psi Eminbend.-xx 914.88ksi Wood Species : iLevel Truss Joist Fc - Perp 425 psi Wood Grade : Parallam PSL 1:8E Fv . 190 psi Ft 1755 psi :Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling - - D(O.361 L(0.75) ' •0 I - - Span = 12.50 ft . - Sr,iv- Inneia antararl I nor] Paptnre MAII ho annfiarl fi,r r-Ie'i.Itinn Beam self weight calculated and added to loads V Uniform Load: D = 0.3610, L = 0.750, Tributary Width = 1.0 ft Maximum Bending Stress Ratio -= 0.958 1.. Maximum Shear Stress Ratio = Section used for this span-: , 3.5x14.0 -. Section used for this span fb Actual ' = 2,299.94 psi fv : Actual = FB : Allowable--'- = 2,400.00p5i - Fv: Allowable = Load Combination - V • +D+L+H Load Combination " Location of maximum on spaçi.,. = - 6.250 ft Location of maximum on span Span # where maximum occurs :- ' V Span # 1 •. Span # where maximum occurs = Maximum Deflection . . . V V Max Downward L+Lr+S Deflection - V 0.288 in Ratio = 520 - V Max Upward L+Lr+S Deflection . - 0.000 in Ratio = 0 <360 Max Downward Total Deflection V . 0.431 in Ratio = 347 . V Max Upward Total Deflection ... ..,. . 0.000 in Ratio = 05240 V • - ,V V .-. .. -:. V.: •. , ::-. -..........- . - - Maximum Forces & Stresses for Load Combinations Load Combination .. Mai Stress Ratios . V - V Moment Values - V Segment Length Span# V V Cd CFN Cr Cm C t CL M : lb V - Fb V I V • 1.000 1.000 1.000- 1.000 1.000 - 0.00 Length = 12.5011 1 0.318 . 0.307 1.000 1.000 1.000 1.000 1.000 1.000 . 7.26, 762.49 2400.00 4044.-I-H . .'' - . 1.000 1.000 1.000, 1.000 1.000. V - 0.00 Length =12.5011 1 0.958 V 0.926 1.000 1.000 1.000 .1.000 1.000 1.000 21.91 '2,299.94 2400.00 -'-0+0.750Lr40.750L-s-11 V 1.000 1.000 V 1.000 1.000 1.000 V 0.00 Length = 12.50 It 1 0.798 0.772 - 1.000 1.000: 1.000 1.000 1.000 1.000 V 18.25 1,915.58 2400.00 -'-0+0.750L40.750S+H V 1.000_V 1.000 1.000 1.000 1.000 V V 0.00. Length = 12.50 ft 1 ' 0.798 . .0.772 . 1.006 1.000 1.000 1.000 1.000 1.000 18.25 V 1,915.58 2400.00 -+040.750Lr40.750L40.750W-+H V V V • 1.000 1.000 1.000: 1.000 1.000 V - 0.00 Length = 12.50 ft I ,. 0.798' 0.772 1.000 .1.000 1.000 1.000 1.000 1.000 18:25 1,915.58 2400.00 4040.750L-+0.750S-I-0.750W41 V • V - 1.000 1.000 1.000 1.000 .1.000 - V 0.00 Length =12.50ft. 1 0.798 0.772 1.000 1:000 - 1.000 1.000 1.000 1.000 18.25 - 1,915.58 2400.00 4040.750Lr40.750L405250E*I , ' V 1.000 1.000 1.0000 1.000 - 1.000 - 0.00 Length = 12.50 ft 1 -0.798 0.772 - 1.000 1.000 - 1.000 1.000 1.000 1.000 18.25 1,915.58- 2400.00 4040.750L40.750S405250E+H S 1.000 1.000 ' 1.000 1.000 1.000 • 0.00 Title Block Line 1 Title: Job # You can changes-this area . Engineer: using the Settings menu item Project Desc.: and then using the Printing & Title Block selection. -Title-Block•lthne-6 Punted: 7 MAH am, 5:3SPFA KO0d B File: u:txsavoieShared\RhetIs Jobsrnisc.ec60:earn . ENERCAIC, INC. 1963-2011, Build:6.12.3.6, Ver:6.12.3.6 1i MIUM :11k, Description: 2653 Roosevelt f2ft header >>3.5x14 Paralam 1.8E Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C FN Cr Cm Ct CL M fb Fb V fv Fv Length= 12.50 ft I 0.798 0.772 1.000 1.000 1.000 1.000 1.000 1.000 18.25 1915.58 2400.00 4.79 146.61 190.00 Overall Maximum Deflections- Unfactored Loads Load Combination Span Max. Deft Location in Span Load Combination Max. +" Dell Location in Span D+L 1 0.4312 6.313 . 0.0000 0.000 Vertical Reactions- Unfactored.. . Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 7.012 7.012 D Only 2.325 2.325 L Only 4.688 4.688 D+L 7.012 7.012 : . - Load Combination Max Stress Ratios Segment Length Span# M V +0 Length = 12.50 ft 1 0.297.. 0.252 40414+1 Length = 12.50 ft . I • 0:890 0.757 +0*O.750Lr+0.750L-'+l Length = 12.50 ft. I . 0.742 - 0.631 -'040.750L40.750S4H Length = 12.50 ft I 0.742 0.631 4040.750Lr40.750L40.750W1+l Length= 12.50 It . 1 0.742 •. 0.631 D40.750L40.750S40.750W+H Length = 12.50 It 1 0.742 • 0.631 D40.750Lr40.750L40.5250E411 Length = 12.50 ft 1 0.742 • 0.631 4040.750L+0.750S+0.5250E-*l Title Block Line I Title: Job # You car' changes this area Engineer: . using the 'Settings' menu item - : Project Desc.: and then using the 'Printing & . . . Title Block' selection. • . . . . .;t ' •;• eam ..' ;.. ,:.. .:Fi!e:,:u:trsavoietSharedRhettsJobsmisc.ec6 . . -- . ••• . ENERCALC,INC1983-2011;BUiId:6.12.36,Ver.6.12.3.6 Description: 2653 Roosevelt.12ft header >>5.25x11.875 Paralam 1.8E . . . . Material Properties .. . Calculations per NDS 2005, ASCE 7-05 Analysis Method: Allowable'Stresi Design . . Fb - Tension 2400 psi E: Modulus of Elasticity Load Corribinati'on 2009 IBC & ASCE 7-05 Fb - Compr 2400 psi Ebend- xx. 1800 ksi Fc - Prll 2500 psi Eminbend - xx 914.88ksi Wood Species : iLevel Truss Joist . . FC - Perp 425 psi -. Wood Grade : Parallam PSL.1.8E • Fv 190 psi Ft 1755 psi Density 32.21 pcf Beam Bracing : Beam is FullyBraced against.lateral-torsion buckling • :.. D(O.361 L(0.75) . 5.25x11.875 . Span =12.50ft S . .• Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads . Uniform Load: D = 0.3610, L = 0.750, Tributary Width =1.0 It Maximum BendingStress Ratio = Section used for this span .fb:Actual FB :Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Defleätion Max Downward Total Deflection Max Upward Total Deflection - .•. . .•• :.. .. .. . •. '...:. 0.890.11 Maximum Shear Stress Ratio = 5.25x11.875 Section used for this span 2,136.82 psi Iv : Actual 2,400.00psi Fv: Allowable = 44#1 LoadCombination 6.25-Off Location of maximum on Span = Span # 1 . Span # where maximum occurs = 0.315 in Ratio = 476 0.000 in Ratio = 0 <360 .0.472 in Ratio= . 317 0.000 in Ratio.= 0 <240 iátiànS 0.757 :1 5.25x11.875 143.79 psi 190.00 psi 40+L+H 0.000 ft Span # 1 •••• C CF/v Cr ...Cm C t CL ..M Moment Values lb • Fb V Shear Values lSi Fv 1.000 1.000 1.000 1.000 1.000 • • 0.00 0.00 0.00 0.00 1.000 1.000 1:000 1.000 1.000 1.000 7.32 712.20 2400.00 1.99 47.93 190.00 • 1.000 1.000 1.000 1.000 1.000 - 0.00 0.00 .. 0.00 0.00 1.000 1.000 LOUD 1.000 1.000 1.000- 21.97 . 2,136.82 2400.00 5.98 143.79 190.00 1.000.. 1.000 1.000 1.000 -1.000 • .. . 0.00 0.00 0.00 . 0.00 1.000 .1.000 1.000 1.000. 1.000 1.000 • 18.31 • 1,780.66 2400.00 4.98 119.82 190.00 1.000 1:000 1.000 1.000 1.000 0.00 0.00 , 0.00 0.00 1.000 .1.000 1:000 1.000 1.000 1.000 • 18.31 1,780.66 2400.00 4.98 119.82 190.00 1.000 • 1:000 1.000 1.000 1.000 - • • • 0.00 • 0.00 0.00 0.00 1.000 1.000 1:000 1.000 • .1.000 1.000 18.31 • 1,780.66 2400.00 4.98 119.82 190.00 1:000 1:000 1.000' 1.000 1.000 • • . 0.00 0.00 0.00 0.00 tODD 1.000 1:000 1.000 1.000 1.000 18.31 1,780.66 2400.00 4.98 119.82 190.00 .1.000 1.000 • 1.000 tODD 1.000 • • • 0.00 . 0.00 0.00 0.00 1.000 1.000 '1.000 '1.000 1.000 1.000 • 18.31. 1,780.66 2400.00 4.98 119.82 190.00 • 1.000. 1:000 1.000 1.000 1.000 •• • ' • 0.00 0.00 • 0.00 0.00 Title Block Line 1. Title: Job # You can changes this area . Engineer: using the"Settings" menu item Project Desc.: and then using the Printing & Title Block selection. --Title-BlocicL-tne-6 Punted: 1 MAR 2012. 5:41PM AI d B vvOO earn - - File u rsavoie\SharedRhelts Jobsmisc ec6 ENERCALC INC 1983.2011 BuuId61236 Ver6 1236 mom Description: 2653 Roosevelt 1ft header >>5.25x11.875 Paralam 1.8E Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C FN C r Cm C CL M lb Fb V fV Fv Length= 12.50 ft 1 0.742 0631 1.000 1.000 1;000 1.000 1.000 1.000 18.31 1.780.66 2400.00 4.98 119.82 190.00 Overall Maximum Deflections - Unfact6red Loads ' Load Combination Span Max. Deft Locatbn in Span Load Combination Max. +" Deft Location in Span D+L 1 0.4723 6.313 0.0000 0.000 Vertical Reactions Unfactored • %Support notabon Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum ; 7.031 7.031 D Only 2.343 2.343 L Only 4.688 4.688 D-t 7.031 7.031 Title Block Line 1 Title: You can changesthis area Engineer: using the 'Settings menu item Project Desc.: and then using the Printing & Title Block selection. Job# leo I 1110 UIUL.I'. LII 10 V . Printed: 7 MAR 2012. 5:441311 [Wood Column - File: u:rsavoieSharedRhelts Jobsmisc.ec6 I __________________________________________________________________________________ ENERCALC, INC. 1983-2011, Build:6.12.3.6, Ver:6.12.3.6 I Description : 2653 Roosevelt header pos'>4x4 DF#1I#2 General Information - Calculations per 2005 NDS, ASCE 7-05 Analysis Method: Allowable-Stress Design Wood Section Name 3.5x3.5 End Fixities Top & Báttom Pinned Wood Grading/Manuf. Trus-Joist Overall Column Height 8.0 It Wood Member Type TimberStrand (Used for non-slender calculations) Wood Species Douglas Fir - Larch (North) Exact Width 3.50 in Allowable Stress Modification Factors Wood Grade No. 1/No. 2 Exact Depth 3.50 in Cf or Cv for Bending 1.0 Fb - Tension 850 psi Fv 180 psi Area 12.25 in2 CforCv for Compression 1.0 lx 12.505 jA4 Cf or Cv for Tension,1.0 Fb - Compr 850 psi Ft 500 psi ly 12.505 jA4 Cm: Wet Use Factor 1.0 Fc - Prll 1400 pi Density 31.57 pcf Ct: Temperature Factor 1.0 Fc - Perp 625 psi Cfu: Flat Use Factor 1.0 E: Modulus of Elasticity... x-x Bending y-y Bending Axial Kf: Built-up columns 1.0 Or 15.12 Basic 1600 1600 1600 lsi Use Cr: Repetitive? No ('on-g!b only) Minimum ' 580 580 Brace condition for deflection (buckling) along columns: Load Combination 2006 IBC & ASCE 7-05 X-X (width) axis: Unbraced Lengths for X-X Axis buckling: K = 1.0 Y-Y (depth) axis Fully braced against buckling along V-V Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 21.485 lbs * Dead Load Factor AXIAL LOADS... roof: Axial Load at 8.0 ft. D 2:340, L 4.690 k DESIGN SUMMARY - Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.7312:1 Maximum SERVICE Lateral Load Reactions.. Load Combination '.D.s4+H Top along V-V 0.0 It Bottom along V-V 0.0 k Governing NDS Formla Comp Only, fc/Fc' lop along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 It Maximum SERVICE Load Lateral Deflections At maximum location values are... Along V-V 0.0 in at 0.0 ft above base Applied Axial 7.051 K for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 It above base - Fc: Allowable 787.28 psi for load combination: n/a PASS Maximum Shear Stress Ratio = 0.0-1 Load Combination .i.D.e0.750L+0.7505.+0.5250E+H Location of max.above base 8.0 It Applied Design Shear -- 0.0 psi Allowable Shear l - 180.0 psi Load Combination Combination Results - -::•... . Other Factors used to calculate allowable stresses Bending Compression Tension Cf or Cv: Size based factors 1.000 1.000 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location -+0 . 0.2449 PASS 0.0 ft 0.0 PASS 8.0 ft +D+1_+H . . 0.7312 PASS 0.0 ft 0.0 PASS 8.0 ft -'0-+0.750Lr-+0.750L+H -• . 0.6096 PASS 0.0-ft 0.0 PASS 8.0 ft 4040.750L-+0.7505+H 0.6096 PASS 0.0 ft 0.0 PASS 8.0 ft 4040.75Lr4O.750L40.750W+H - 0.6096 PASS 0.0 ft 0.0 PASS 8.0 ft -+1J-i0.750L-i0.750S-i0.750W+H 0.6096 PASS 0.0 ft 0.0 PASS 8.0 ft +D4750Lr-+0.750L-+0.5250E+H . 0.6096 PASS 0.0 ft 0.0 PASS 8.0 ft +D40.750L40.7505.+0.5250E+H 0.6096 PASS 0.0 ft 0.0 PASS 8.0 ft Maximum Reactions - Unfactored . . Note: Only non-zero reactions are listed. X-X Axis Reaction V-V Axis Reaction Axial Reaction Load Combination @ Base @ Top © Base. @ lop . @ Base 0 Only k k 2.361 k L Only k k 4.690 It D+L k k 7.051k Title Block Line I V Title: Job # 1/ You can changesthis area Engineer: using the "Settings" menu item Project Desc.: and then using the 'Printing & Title Block" selection. - Title-BlócicLine-6 - Ptinted: 7 MAR 2012, SAPH Wood Col urn 'i ENERCAL.0 INC 1983-2011 6Ver61236 Description: 2653 Roosevelt header posP>4x4 DF#1I#2 Maximutli Def Iections for Load Conbinátins - Unfàctored Loads . Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance V D Only V 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft V D+L . 0.0000 in 0.000 It 0.000 in - 0.000 ft Sktche& ; V V Cd V .L Loads are total entered value. Arrows do not reflect absolute direction. V V • . :'--. - --: .r • • • - .- .r-- • • CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building DiviSion 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Permit No.: (Z i2..53 Information provided below refers to work being done on the above mentioned permit only. This form must be comaleted and returned to the Buildina Division before the nermit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ...................................... Newbuilding sewer line? .......................................................... .............................. Yes No Numberof new roof drains? ................................. .............................. Install/alter water line? .......................................... ....................................................... Numberof new water heaters'............................................................................................ Number of new, relocated or replaced gas outlets? ...... .............................................................. Numberof new hose bibs? ............... . .................................................................................................. Residential Permits: New/expanded service: Number of new amps: Minor Remodel only: Yes /( No_____ Commercial/Industrial: Tenant Improvement: Number of existing amps involved/n this project: Number of new amps involved/n this project: New Construction: Amps per Panel: SinglePhase ...............................................................Number of new amperes ThreePhase ................................................................. Number of new amperes ThreePhase 480........................................................Number of new amperes Number of new furnaces, A/C, Or heat pumps? ............................................................................ _____ New or relocated duct work? Yes No_____ Number of new firepi Number of new exha Relocate/install vent? Number of new exhaust hoods ........................................................................................................ Number of new boilers or compressors? ... . ............................................... . ....... Number of HP B-18 Page 1 of 1 Rev. 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT ENCIN WASTEWATER AU1HORI1Y Date1/A SCREENING SURVEY rJ 12 Business Name —U4ewoKA-Y,zJS7. Street Address _/SO f'IO (o 11/( , C44-i7LS 9 !!Q C1 cad' Email Address b-v Aitic /Z1-iu' 4'c i4-rA'f4 C-"i PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting! Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching i Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment / Storage SIC Code(s) (if known): Brief description of business activities (Production I Manufacturing Operations):______________ - P,((Aiz.,-4 h1 Aj 46 k 01 Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal ! day): A) List hazardous wastes generated (type/ volume): ,&) IA- Date operation began/or will begin at this location: iC. /14- Have you applied for a Wastewater Di Permit from the Ehcina Wastewater Authority? Yes No If yes, when: Site Contact 1141991t CQ4,1- Title Signature 7/// Phone No. 760) 2)7 - ENCINA WASTEWATER AU4HRINr 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 DISCHARGE PERMIT EXEMPT LIST The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Carpet/Upholstery Cleaning Services Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services _______ • Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) _______ • Home-based Businesses Hotels/Motels (no .laundry) Laundromats. Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons. Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services Public Storage Facilities Restaurants/Bars . Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) CITY OF CARLSBAD UNREASONABLE HARDSHIP EXCEPTION TO DISABLED ACCESS REQUIREMENTS B-30 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project 6ddress 2(053 f1 &L-r' cr, t*,'i-tfSø'o Permit # /2-o .i)2 Owner hij/( Telephone c1'7y7:? Applicant 4f LA &IL — t-A-- 1ov'-'' Telephone c)Y-co9(c&i 0 71b) ,c( It is request that the above named project be granted an exception from the accessibility requirements of the 010 California Building Code, as specifically noted below: A. Section 1134B General Exception: Applicable to existing building where the construction cost at this Valuation ThresholdAmount tenant space over the last three years does not exceed the valuation threshold amount. The specific $136,060.00 accessibility features that create a hardship may be exempted but not all the accessibility features. The area of alteration itself may not be exempted. If not, is this feature going to be If so, what is the cost of making Access Features Item Does this feature meet the made accessible as part of this feature accessible? Provide description below latest edition of Title 24? permit? Attach documentation Path of travel to entrance /10 f $ '?(._Oi Entrance — 1)ui(lt4ftdL),)(#4J NO We I ___ $ 2 ,50 • 0 C) Path of travel in bldg to area of remodel YK-i Y'k .$ $ Elevator ui' U 1410 $ Sanitary facilities A) 0 S $ 1i0C .0 ' Public Telephones if provided /'.) I $ Drinking Fountains ifprovided /..) 14 $ S. Other (Parking. signage. etc.) Specify Y&f — 9 7 Stff $ 7'j e)6 •fti2Dp Ail (Please p ow e afton, i.e.. sinea contracts, for all construction costs listed) Total cost of access features provided (A) $ O /7/ Total cost of construction of this project and all other work performed $ 114 133. o over the last 3 years in this tenant space (B) *percentage of total cost of project (20% minimum): (A +9) x 10096 % Co Ct Description of access features to be provided 14y(eg Doia ii-cd Orsr&& i"-a i9ooiJ, 69b s, 40)8 Oi9(3T TfC-4r1 Z4, 4LC, -7fPi4p Pi'i-r/ F -o 1-t•(4 i4i1i Alterations performed over the last three years in this tenant space. Include in total valuation B above unless 200/c of valuation of individual remodel has already been expended on access feature (provide documentation). Permit Number Date Description Valuation ? fó ? $ /fpQo C€ 4'rt(&L I if, (3- a o B-29 Page 1 of 2 Rev. 03/09 B. Specific Exceptions Do not use this portion if part A has been completed This part is generally used for remodels exceeding the threshold amount and where Title 24 provides an exemption from specific accessibility features. Exceptions Requested Code Section/Exception Cost of Making Features Accessible Attach Documentation Total $ Description The cost of all construction contemplated is $ The access feature increases the cost of construction by percentage of construction cost The impact on financial feasibility of the project, if the requested exception is not approved is The facility is used by the general public for the purpose of The,fol!Owing individuals provided information listed above - Architect/Designer Owner/Tenant Address Address City State Zip City State Zip Signature Required Date Signature Required Date Findings and decisions of the Enforcing Official Request Granted 0 General Unreasonable Hardship Exception request is approved based on Section 1134B.2.1 of the California Building Code. Access j features listed in part A of this form shall be provided as part of this permit. Specific Exception(s) request is approval based on Section(s) . All other access features shall be provided as specified in the California Building Code. Oto~ss - 5h/I Name of enforcing official - Please print SiAatQre o enforc. g official Date B-29 Page 2 of 2 Rev. 03/09 r- L H I - I - Lf i RE-Nu Renovations, Inc. H 5/3/12 Mr. Will Foss City of Carlsbad Building & Code Enforcement Manager 1635 Faraday Ave. Carlsbad, CA. 92008 RE: Unreasonable hardship request for Permit # CB 120503 2653 Roosevelt Street, Carlsbad Dear Mr. Foss, We are expanding a meeting room at the above referenced property, which involves opening the wall between two rooms, creating one large conference room. The building has been occupied by the owner, who is the tenant at the building. There have been no remodels or modifications to the building in 25 years. The contract for the job is $13,489.00. This is comprised of $11,133.00 of structural work to open the wall between the offices, cosmetic changes such as baseboards and ceiling tile, and interior paint. The balance of the work is ADA related, costing $2,356.00. The first plan check revision was received 3/30/12 from EsGil. (see attached copy) The resubmittal with the noted changes was delivered to the city 10 days later. On 4/25/12 a second plan review was received from EsGil, containing three items, noted as numbers 10, 15, and 16. (see attached copy) Item # 10 will be incorporated into our plans. Items 15 and 16, we are requesting a hardship exemption because the building can not physically accommodate what is being requested without reconfiguring the interior office space. This would involve moving walls, doors, lighting, ceiling grids and flooring. The cost to enlarge the bathroom or hallway and reconfigure office space so the door swing meets ADA requirements, would be in excess of $15,000.00. Mark Cuffel cell phone (619) 933-7509 (Contractor Lic. #946029) RE-Nu Renovations 3150 Pio Pico Dr. #105, Carlsbad, CA. 92008 Phone (760) 729-7368 F (760) 729-7369 E-mail mark@re-nurenovations.com E LE RE-Nu RenovatiOns, Inc. L The owner is complying with all other ADA requirements the city is requesting, consisting of lever handles, bath sink, toilet, grab bars, parking, and stripped path of travel to the office lobby. As stated above, the ADA improvement costs total $2,356.00. We request relief from items 15 and 16, as it is financially prohibitive to the project and excessive in relation to the total cost of improvements. Thank you for your consideration. if you have any questions, please feel free to call me on my cell phone listed below. Regards, Mark Cuffel RE-Nu Renovations Mark Cuffel cell phone (619) 933-7509 (Contractor Lie. #946029) RE-Nu Renovations 3150 Pio Pico Dr. #105, Carlsbad, CA. 92008 Phone (760) 729-7368 F (760) 729-7369 E-mail mark@re-nurenovations.Com RE-Nu Renovation, Inc. 3150 Pie Pico Dr. #105 Cai1sbad, CA. 92008 Ph: 760-729-7368 Fax: 760- 729-7369 CA Lic. 946029 BID — PROPOSAL DATE: 4/17/12 PROPOSAL NO: 2090 B PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: Name: Mike Chamberlain - Chamberlain Property Management Name: Chamberlain Offices enlarge bathrooms to meet ADA Address: 2653 Roosevelt Street, Ste D Address: Same City: Carlsbad State: Ca Zip: 92001 City: State: Ca Zip: 92010 Telephone: 760 434-7373 FAX: 760 434-7861 Telephone: FAX: Construction To Begin: April 16, 2012 Contract Completion Date: May 11, 2012 We hereby propose to furnish all materials and necessary equipment, and p e r f o r m a l l l a b o r n e c e s s a r y t o c o m p l e t e t h e f o l l o w i n g work: The existing bathroom are too small to provide the required 5 foot free radius for handicap access. The scooe of work is to move interior hallway and office walls, to reconfigure the bathrooms. Demo the front walls and doors of two offices and two storage rooms opposing the bathrooms. Frame new walls five feet three inches from the exterior bathroom walls. Drywall new walls. Tape a n d t e x t u r e d r y w a l l . H a n g f o u r n e w d o o r s on the offices and storage rooms. Install new door casing. Repair 1-bar ceilin g . $ 1 8 3 6 . 0 0 . Demo the exterior bathroom walls (bearing walls). Brace the second story f l o o r j o i s t s t o r e m o v e t h e b a t h r o o m w a l l s . One bathroom at a time. Install a 6" x 11" paralam beam where the walls are being removed, set on 4" x 4 " p o s t s . F r a m e exterior bathroom wall so the bathroom is 7 feet deep by 7 feet wide, allowing the door to inswing. Repeat process on the second bathroom. Drywall new stud walls. Tape and texture new drywall. I n s t a l l n e w 3 6 " b a t h r o o m d o o r s . $11,754.00 Tile floor - install approximately 50 sq ft of ceramic tile in each bathroom. Grout and seal tile. $ 897.00 Paint bathrooms, hallway and offices - primer new drywall. Apply one coat of paint to the walls, flat for the office s , semi gloss in the bathrooms. $560.00 All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and spec i f i c a t i o n s submitted for above work and completed in a substantial workmanlike manner for the sum of$ 1,5047.0 0 ( Fifteen Thousand Forty Seven dollars) with payments to be made as follows: Deposit of 1,35000 to start. 2" payment of $5,000.00 after the beams are set. Ba l a n c e d u e u p o n c o m p l e t i o n . You, the homeowner (buyer) or tenant have the right to require the contractor t o f u r n i s h y o u w i t h a p e r f o r m a n c e b o n d . Y o u , t h e b u y e r , m a y cancel this transaction at any time prior to midnight of the third business day a f t e r t h e d a t e o f t h i s t r a n s a c t i o n . C a n c e l l a t i o n b y t h e b u y e r after the right to rescind has passed, shall be deemed a material breach of this a g r e e m e n t a n d e n t i t l e s t h e c o n t r a c t o r t o d a m a g e s . . Contractors are required by law to be licensed and regulated by the Contractors' S t a t e L i c e n s e B o a r d w h i c h h a s j u r i s d i c t i o n t o i n v e s t i g a t e complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defec t s m u s t b e f i l e d w i t h i n 1 0 y e a r s o f t h e d a t e o f t h e a l l e g e d violation. Any questions concerning a contractor may be referred to the Re g i s t r a r , C o n t r a c t o r s ' S t a t e L i c e n s e B o a r d , P . O . B o x 2 6 0 0 0 , Sacramento, California 95826. Respectfully Submitted, Mark Cuffs By: #aor's Con License #: 497 Address: 3150 Pio Pico Dr. #105 city- State: Zip: 92008 Telephone: 760-729-7368 FAX: 760-729-7369 Acceptance of Proposal: Date: _____________________________________________ (Ounce Name) (Oacr Signature) Note: This proposal may be withdrawn by us if not accepted within 30 days. If this Bid-Proposal is accepted, work will commence approximately on or about ,and will be substantially completed approximately _days thereafter. THIS BID-PROPOSAL IS NOT A CONTRACT. THIS BID PROPOSAL MA Y O N L Y B E A C C E P T E D B Y T H E E X E C U T I O N OF A WRITTEN CONSTRUCTION AGREEMENT SIGNED BY T H E C O N T R A C T O R . N O C O N T R A C T I S F O R M E D UNTIL A SEPARATE WRITTEN CONSTRUCTION AGREEMENT IS E X E C U T E D . NOTICE TO OWNER REGARDING MECHANICS' LIEN LAW (COMPLIES CALIFORNIA BUSINESS AND PROFESSIONS CODE) MECHANIC'S LIEN WARNING Anyone who helps improve your property, but who is not paid, may record what is called a mechanics' lien on your property. A mechanics' lien is a claim, like a mortgage or home equity loan, made against your property and recorded with the county recorder. Even if you pay your contractor in full, unpaid subcontractors, suppliers, and laborers who helped to improve your property may record mechanics' liens and sue you in court to foreclose the lien. If a court finds the lien is valid, you could be forced to pay twice or have a court officer sell your home to pay the lien. Liens can also affect your credit. To preserve their right to record a lien, each subcontractor and material supplier must provide you with a document called a "20-Day Preliminary Notice." This notice is not a lien. The purpose of the notice is to let you know that the person who sends you the notice has the right to record a lien on your property if he or she is not paid. BE CAREFUL. The Preliminary Notice can be sent up to 20 days after the subcontractor starts work or the supplier provides material. This can be a big problem if you pay your contractor before you have received the Preliminary Notices. You will not get Preliminary Notices from your prime contractor or from laborers who work on your project. The law assumes that you already know they are improving your property. PROTECT YOURSELF FROM LIENS. You can protect yourself from liens by getting a list from your contractor of all the subcontractors and material suppliers that work on your project. Find out from your contractor when these subcontractors started work and when these suppliers delivered goods or materials. Then wait 20 days, paying attention to the Preliminary Notices you receive. PAY WITH JOINT CHECKS. One way to protect yourself is to pay with a joint check. When your contractor tells you it is time to pay for the work of a subcontractor or supplier who has provided you with a Preliminary Notice, write a joint check payable to both the contractor and the subcontractor or material supplier. For other ways to prevent liens, visit CSLB's Web site at www.cslb.ca.gov or call CSLB at 800-321-CSLB (2752). REMEMBER, IF YOU DO NOTHING, YOU RISK HAVING A LIEN PLACED ON YOUR HOME. This can mean that you may have to pay twice, or face the forced sale of your home to pay what you owe. Notice required to be given to owner prior to entering into a contract for work on residential property, required by section 7030(b) of the California Business and Professions Code: STATE LAW REQUIRES ANYONE WHO CONTRACTS TO DO CONSTRUCTION WORK TO BE LICENSED BY THE CONTRACTORS' STATE LICENSE BOARD IN THE LICENSE CATEGORY IN WHICH THE CONTRACTOR IS GOING TO BE WORKING—IF THE TOTAL PRICE OF THE JOB IS $500 OR MORE (INCLUDING LABOR AND MATERIALS). LICENSED CONTRACTORS ARE REGULATED BY LAWS DESIGNED TO PROTECT THE PUBLIC. IF YOU CONTRACT WITH SOMEONE WHO DOES NOT HAVE A LICENSE, THE CONTRACTORS' STATE LICENSE BOARD MAY BE UNABLE TO ASSIST YOU WITH A COMPLAINT. YOUR ONLY REMEDY AGAINST AN UNLICENSED CONTRACTOR MAY BE IN CIVIL COURT, AND YOU MAY BE LIABLE FOR DAMAGES ARISING OUT OF ANY INJURIES TO THE CONTRACTOR OR HIS OR HER EMPLOYEES. YOU MAY CONTACT THE CONTRACTORS' STATE LICENSE BOARD TO FIND OUT IF THIS CONTRACTOR HAS A VALID LICENSE. THE BOARD HAS COMPLETE INFORMATION ON THE HISTORY OF LICENSED CONTRACTORS, INCLUDING ANY POSSIBLE SUSPENSIONS, REVOCATIONS, JUDGMENTS, AND CITATIONS. THE BOARD HAS OFFICES THROUGHOUT CALIFORNIA. PLEASE CHECK THE GOVERNMENT PAGES OF THE WHITE PAGES FOR THE OFFICE NEAREST YOU OR CALL 1-800-321-CSLB FOR MORE INFORMATION. ADDITIONAL DESCRIPTION FORM (To be used with Forms 201, 202, 203, and 204) CONTRACTOR: RE-Nu Renovations RE: PROJECT: Chamberlain Offices (COiilmcto?sNaaie) (Nz,m) 2653 Roosevelt Street (Ownc.'s Name) (Add=) Carlsbad (Plioiic) (FAX) (CiIi Slale& Zip) This is an additional description of that certain contract between the above named parties dated 4/10/12 CONTRACTOR: X OWNER OR AGENT: x (SWm) (Sigilalwe) 0 C Approved pae By BUILDING PLANNING ENGINEERING FIRE ExPedite? Y (!2 "#j 141i AFS Checked by HazMat APCD Health Forms/ Fees A Sent f, Rec)d Due? B Encina f 2.2 ( f I Y N ____ HazHeaIthAPCD y N PE&M 3I,LI I Y N School If N Sewer - Y N Stormwater Y N Special Inspection Y .N 1 LandUse: CFD: V N Density. ImpArea: FY: Annex: Factor: PFF: V N Comments Date Date Date Date - Building OJ -z. Planning Engineering Fire f one Don e []Done U Done SW U Issued CB120503 2653 ROOSEVELT ST. CHAMBERLAIN- REMOVE WALL BETWEEN OFFICES TO CREATE LARGER 3/2A1P- (i * 3j3o(i, &-ILC..Lm qll-7112 - c i::/ ço M 2r b ]T 4) eE 5/cj Ii .z 114 s)ic4,a..