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Home My WebLink About1923 CALLE BARCELONA; 147; CB044096; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-07-2005 Com merc i a l/l n d ust r ia I Permit Building Inspection Request Line (760) 602-2725 Perm it N 0: C BO44096 Job Address: Permit Type: TI Sub Type: COMM Parcel No: 2550120400 Lot #: 0 Status: ISSUED Valuation: $29,056.00 Construction Type: NEW Applied: 11/09/2004 Occupancy Group: Reference #: Entered By: MDP Project Title: POUT Plan Approved: 02/07/2005 908 SF IMPROVEMENT Issued: 02/07/2005 1923 CALLE BARCELONA CBAD St: 147 Inspect Area: Plan Check#: Applicant: Owner: DELISE TIM 31 0 PAUMA PL ESCONDIDO 92069 SMYRNA GA 30080 BORDERS INC <LFr FOURTH QUARTER PROPERTIES XXX L C1 BORDERS INC 300 VILLAGE GREEN CIR SE #200 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $242.99 $0.00 $1 57.94 $0.00 $0.00 $6.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $41 .OO $35.00 $24.00 $0.00 $0.00 $0.00 $0.00 $507.03 Total Fees: $507.03 Total Payments To Date: $1 57.94 Balance Due: $349.09 1311 92/07/05 0002 01 02 B LDINGPLANs 21N STORAGE ATTACHED .- Date: Clearance: NOTICE: Please take NOTEE 6t approval of your project includes the "Imposition" of tees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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 specitied feedexactions 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 feesiexactions of which YOU have Dreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherwise exDired. . * PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 EST. VAL. I Validated By # I Address (indude Bldg/Suite #) Legal Descnption Lot No Subdiwsion NamdNumber Unit No Phase No Total #of units Business Name (at this address) 02 157 94 SQ FT # of Slones # of Bedrooms # of Bathrooms Name Address city StatelZi p Telephone # Fax # {Sec 7031 5 Bustness and Professions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the prowsions of the Contractor's License Law [Chapter 9. commending wth Section 7000 of Diwsion 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 avil penalty of not more than five hundred dollars [SSOO]) Name p& dL.i.eak XC- 4.z. GAG ,4t& pL -*2 -c7J<*&LI)'> rn L@CC 'i 7bCJ 136 ?r{r<> city Statelzip City Business License # Address License Class city &-,bo2 5k-r Designer Name Address Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations I have and wll maintain a certificate of consent to seRinsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performaice of the work for w ich this permit is issued K/ I have and will maintain worker's compensation. as required by Section 3700 of the labor Code for the performance of the work for which this permit is issued My worker's compensation in urance ca ier an lic num rare InsuranceCompany &rknth %tL !h Policy No. Mc. Expiration Date \ z5 p5 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS PlOO] OR LESS) 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 p to one hundred thousand CERllFlCATE OF EXEMPTION: I hereby affirm that I am exempt from the Contractor's License Law for the following reason I, as owner of the property or my employees with wages as their sole compensation, will d 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 wthin one year of completion the owner-builder will have the burden of provlng that he did not build or improve for the purpose of sale) 0 I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professtons Code The Contractor's License Law does not apply to an Owner of property who builds or improves thereon, and contracts for such projects wth contractor(s) licensed pursuant to the Contractor's License Law) 0 1 2 3 I am exempt under Section I personally plan to provide the major labor and matenals for construction of the proposed property improvement YES NO I (have/have not) sgned an application for a building permit for the proposed work I have contracted with the followmg person (firm) to prowde the proposed construction (include name I address I phone number I contractors license number) Business and Professtons Code for this reason lontractors license number): PROPERTY OWNER SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance PEkMlT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air qualily management distnct? Is the facllity to be constructed Whin 1,000 feet of the outer boundary of a school ste7 I7 YES dN0 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 0 YES d0 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authonze representatives of the City of Carlsbad to enter upon the above mentioned properiy for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA perrnrt is required for excavations of 5'0 deep and demolition or construction of structures over 3 stones in heigM EXPIRATION: Every permit issued by the building Offictal under the provlsions of this Code shall expire by limitation and become null and void d the building or work authonzed such permit is suspended or abandoned at any time after APPLICANT'S SIGNATURE DATE - WHITE: File YELLOW: Applicant PINK: Finance . CIQ of Carltbad Final Building Inspection Dept : Bui Idi ng Engineering Planning Plan Check #: Permit #: CEO44096 Project Name: POUT 908 SF IMPROVEMENT Address: 1923 CALLE BARCELONA #147 CMWD Date: Permit Type: Sub Type: Lot: 0 05/26/2005 TI COMM Contact Person: JASON Phone: 61 99544327 Sewer Dist: LC Water Dist: 0 .......................................................................................................................................................... Approved: Lapp roved: Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: ........................................................................................................................................................... City of Carlsbad Bldg Inspection Request For: 06/01/2005 Permit# CB044096 Title: POUT ’ Description: 908 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 147 Lot 0 Location: Inspector Assignment: PS Phone: 0000000000 OWNER BORDERS INC <LF> FOURTH QUARTER PROPERTIES XXX L Owner: Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical Requested By: JASON Entered By: CHRISTINE zomment f 49 Final Mechanical Associated PCRs/CVs Date 05/27/2005 05/26/2005 05/06/2005 05/06/2005 05/06/2005 05/06/2005 0411 112005 04/05/2005 04/05/2005 03/30/2005 0311 612005 OW1 6/2005 Inspection History Description 89 Final Combo 89 Final Combo 14 FramelSteel/BoltingNVelding 24 Rough/Topout 34 Rough Electric 39 Final Electrical 17 Interior LatNDrywall 14 FramelSteel/BoltingNVelding 84 Rough Combo 14 FramelSteellBoltingNVelding 11 FtglFoundationlPiers 21 Underground/Under Floor Act lnsp PA RB CA PS AP PY wc PY wc PY PA PY AP RB AP PS AP PS NR PS AP PS AP PS Comments TEMP C OF ON,NEED DISCONNECT AT INSTA HOT BY JASON NO FIRE APPROVAL ENTRY STORE FRONT EMR City of Carlsbad Bldg Inspection Request For: 05/06/2005 Permit# CB044096 Inspector Assignment: PS Title: POUT Description: 908 SF IMPROVEMENT Type: TI Phone: Job Address: 1923 CALLE BARCELONA A Suite: 1 47 Lot 0 Location: Inspector: i3- OWNER BORDERS INC <LF> FOURTH QUARTER PROPERTIES XXX L Owner: Remarks: Total Time: Requested By: JASON CD Description Act Comment Entered By: CHRISTINE A 24 Rough/Topout n Inspection History Date Description Act lnsp Comments ’ 04/11/2005 17 Interior LatWDrywall AP FIB 04/05/2005 14 Frame/Steel/BoltingAWelding AP PS , 04/05/2005 84 RoughCombo AP PS 03/30/2005 14 Frame/Steel/BoltingMIelding NR PS 03/16/2005 1 1 Ftg/Foundation/Piers AP PS 03/16/2005 21 Underground/Under Floor AP PS . EsGil Corporation In Partnership with Government for BuiHing Safety DATE: 2/2/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4096 0 FILE SET: IV PROJECT ADDRESS: 1923 Calle Barcelona Suite 147 PROJECT NAME: Pout - TI w 0 0 0 0 0 w 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Doug Moody Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 1 /25/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 - EsGil - Corporation In @artnetship witfi Government for Csuililing Safety DATE: 1/24/05 NT JURISDICTION: City of Carlsbad VIEWER PLAN CHECK NO.: 04-4096 SET: I11 0 FILE PROJECT ADDRESS: 1923 Calle Barcelona Suite 147 PROJECT NAME: Pout - TI 0 0 0 w 0 w 0 w 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Tim Delise 310 Paumu Place, Escondido, CA 92069 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: Tim Delise Date contacted: /&j/oqby:ky) REMARKS: Telephone #: 760-735-9900 Fax #: 760-735-9200 Mail qelephone Fax./ In Person By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 1/18/05 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1168 + Fax (858) 560-1576 , City of Carlsbad 04-4096 1/24/05 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold underlined print indicates the unresolved issue. 21. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 1 120B.1. The exception does not apply; please revise the plans to show an elevator or lift. The plans still show the mezzanine level to be occupied space which is required to be accessible. Please revise the plans to show the mezzanine level to be a non occupied space (such as an electrical /telephone equipment room) indicate on the plans the location of the equipment and revise all sheet to show the space to be a non occupied area (the electrical plans still show the space as storage which is required to be accessible). 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 Doug Moody at Esgil Corporation. Thank you. DATE: 12/39/04 JURISDICTION: City of Carhbact PLAN CHECK NO.: 04-4096 0 APPLICANT a JURIS. P PLANRWIEWER n FILE SET n PROJECT ADDRESS: 1923 Calle Barcelem Suite 147 0 The plans transmitted herewith have been corrected where necessary and substantially comply 4th the jurisdiction's bullding codes. [T1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when mSnor deficiencies identified below are resolved and checked by building department staff. n The plans transmitted herewith have significant ddcienciss identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your infarmatlon. The plans are being held at Esgil Corporation until corrected plans are su brnitted for recheck, contact person- Tim Delise 310 Paumu Place, Escondiddo, CA 92069 0 The applicant's copy of the check list is endosed for the jurisdimon to foward to the applicant @ The applicant's copy of the check list has been sent to: 17 Esgii Corporation staff did not advise the applicant that the plan check has been completed. Is) Esgil Corporation staff dld advise the applicant that the plan check has been completed. Person mntacted: Tim Dislisa Tekphone R: 760-7359905 Date contacted: /#@(by: k) Fax #; 760-735.9200 Maiwelephone FdPcrson 0 REMARKS:' By: DaugMoody Enclosures; Esgil Corporation [3 GA 0 MB Cl EJ GJ PC 12fI7104 m3nU,dot . 9320 ChtsmpePke Driva SU~W 2% Saa Diego, Cdifornirr 92123 (858) 550-1468 Fs* (858) 560-1575 RECEIVED TIME DEC. 29. 9;544M ~ DEC. 29, 200411 10: 22AM TlD CONTRACTOR INC576 PROJECT ADDRESS: I923 Calk Barcelona Suite 147 SET: a ,NO. 549-P. 4 Dec 292000 - -_ P. yy CitJrafCarlsbad 044096 12/29/04 RECHfCK PLAN CORRWTlON UST DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/17/04 I DATE RECHECK COMPLETED: 12/29/04 FOREWORD (PLEASE READ): This plan reviaw is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled accea This plan review fs based on regulations enfarced by the Building Department. You may have other cometions based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans Will be in con'formanae with the cked codes and regulations. Per Sec. 106.4.3, 1937 Uniform Building Code, the approval of the plans does not permit the violation of any state. cbunty or city law, A, Please make all corrections on the original tracings and submit two new complefe sets of prints to; ESGIL CORPORATION. 6. To facilitate rechecking, please idenrify, next to each item, the sheet of the plans upon which each correction an this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved ftom the previous plan reviews. The on'ginal correction number has been given for your reference, In case you did not keep a copy of the prior correction list, we have encloeed those pages containing the outstanding corrections. Please Fontact me if you have any questions regarding these items. D. Please indicate here if any change8 have been made t0 the plans that are not a result of currections from ahis list. If then are other changes, please briefly describe them and where they are located on the plans, Have changes been made not resulting from this list? PYes ON6 RECEIVED TIME DEC. 29* 9:54AM DEC. 29. 20041.10: 22AM TlD CONTRACTOR INCs76 C%w of Wbbd W~4a96 ~219~04 Please make all corrections on the original tracings, 8s requested in the correction Ust. Submit three sets af plans far cammercial/industrial pK&xts (two &s or plans for residential pm@%3), For expeditious processing, comcted sets can be submitted in one of two ways: I, Deliver all corrected sets af plans and dculationslrPports directly to the City of Carlsbad Building Department, 1835 Faraday Ave., Carlabad, CA 92008, (760) 602-2700. The City will route the plans to EeGil Curpomtbn and the Catlsbad Planning, Engineering and Fire Departments. 2. Bring one mnected set of plans and CdaJationdRp& to EsGil CBrporation, 9320 Chesapeake Drive, Suite 20&, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculattiandrepatts directly to the City of Carisbad Building Department for muting to their Planning, Engineering and Fire Departments I NOTE: Plans that are submw directly to EsGil Corporation only will not be Mewed by the City Planning, Engineering and Rre Depaments until review by EsGil Corporation is completel These corrections are in respQnSe to items not fully addressed or as the re~ult of information pmided, the text in bold prlnt indicates the unresolved issue. 4r: F:p-p3 SMEET- 3N.3 6. Please imprint on the plans the City af Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. Not shown on the plans, 14. When alterations, sWctuml repairs or modifications or additions are made to an exlsting building, that buildhg, or portion of the building affected, is required to cxrmply with all of the requirements for new buildings, per Section 11346.2. These requirements apply as follows: a> +:g. s+pp~ ;h. ,"1 The area of specific afteration, repair or addition muet cornply as "new" construction. Please provide detalls chowhg the new stairs t8 be fully disabled acce$$j ble , handrails, visual atripplng, A primary entrance to the building and he primary path &travel to the altered area. must be shown to comply with all accesdbility features. Please revSse the plans to show the primary entrance to provide the required 24" on the strike edge side of the door In the direction ofthe door swing. A b) 16. Show that the water closet is located in a space, per Saon I1 1587.2, which provides: A minimum side clearance ot either: ah" --*f t;, , ..-'"G --?ic€*Y(- A.5 i) 228" from a flxture. RECEIVED TIME DEC. 29. 9:54AM DEC. 29 2004LlO: 22AM TLD CONTRACTOR INC576 - NO. 549 Dec 29 2004 - ._ P. P. ".+ 6 City of Carlsbjrd 04-4096 13/29/04 17. Show that accessible lavatories comply With the following, Per Sections 3 1 15B2.1.2 b) 129" high, redudng to 27'' at a point located 8" back frem the front 29" high x 30" wide and 17'' deep at the bottom. Hot water pipes and drain lines are Insulated. c) WL' t S E?r9 -9. 7b-m SFfiSeT A-2 adequate turnin0 radiui. Please revise the plans b show 21 fitting mm or dressing mom for the cuStomers shall be provided as follows: a) ~mg. PmnoN The mrn dimension shall be 260" in width and length and no doof shall encroach into the required space, The room as ehcrwn does; not pravide NC~ smw~ 21, f?/dDh+ e 2"7 m. SEW@7y *m~~~~~* FQWv. piu- Floors of a given stay shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 14208.1, The exception does not apply; please revise the plans to show a elevator or lift. The jurisdiction has contracted with Esgil Corporation located at 0320 Chesapeake Drive, Suite 208, $an Diego, California 92123 telephone number of 858/5604488, to perfom the plan review far your project. If you have any questions regarding these ptan review items, please contact Doug naroOdy at Esgil Corporation. Thank you, I"iphJ s. RECEIVFD TIME DEC. 29. 9: 54AM PAGE 02 P, 02 CrrV OF CARLSBAD POLICIES AND PROCEDURE NUMBER: 80-6 - ~ ~ 1 SUBJECT: ROOF MOUNTED fQUIPMENt PURPOSE: INTENT: POLICY: PROVIDE I~STALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIA1 AND INDUSTRIAL BUILDINGS. A. 6. C. ?. 2. 3. 4. 5. 6. 7, Maintain roof integrity. Prevent hazardous condition to firemen who must flpht flrs on the roof. Provide an installatlon that is aesthetically sensitive to the bbilding and the adjoining properties. All equipment shaft be concealed from view and the design. shall meet the approval of the Planning Department. All equipment shall be specific& designed and approved for exterlor use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shalt b@ an integral part of the rgoF-flsshed and waterproofed. Whsn a screen is approved, it shalt have 8s few roof connections as possible and be 6truchrraUy adequate, All mlectrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the fmf. All connections relatsd to equipment shall be made in the same roof opening on the platform or have the prior approval from the buitding official. Sewer vents shall be brought to one main vent below the roof and have one penetration where fe8trooms or other plumbing flxturer are back to back or in the general proximity, Air exhaust fans and other equipment shall be within the bullding and use the same roaf opening where restrooms and other equigment are back to bock or in general proximity. Existing bulldings and squlprnant, remodel or repbcement, shall meet the above regularions or shall haw the prior approvat from the buitdlno official, Where new equipment is installed, unused of abandoned equipment, including all roof mounted piping, electrical, rnechsnicai, duct, and Other related appurtenances shali be removed from roof and unused opsnhgs properly sealed -to maintain roof integrlty. ‘The architect should, through design, conceal the heatinglAC unit and ather equipment whether hey are an the roof or elsewhere, dated By: EsGil Corporation In Partnership with Government for BuiUing Safety DATE: 11/23/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4096 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 147 PROJECT NAME: Pout - TI 0 0 0 w o w 0 IXI 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Tim Delise 31 0 Paumu Place, Escondido, CA 92069 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: Tim Delise Telephone #: 760-735-9900 Date contacted: Fax #: 760-735-9200 REMARKS: Mail By: Doug Moody Enclosures: Esgil Corporation GA MB 0 EJ 0 PC 1 /I 2/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 04-4096 11/23/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-4096 OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN ACTUAL AREA: 944sf JURISDICTION: City of Carlsbad ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/9/04 STORIES: 1 HEIGHT: OCCUPANT LOAD: 22 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/12/04 I DATE INITIAL PLAN REVIEW COMPLETED: 11/23/04 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and 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 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tifowdot City of Carlsbad 04-4096 11/23/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 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. 1. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 106.3.3. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 3. Plans and calculations 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, date of license expiration and date plans are signed. Business and Professions Code. 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 5. Please clarify the elevations on sheet A-4 to indicate the scope of work for the new storefront. Please provide complete plans and calculations. 6. The structural plans indicate an elevated door? Please indicate if this is to be installed and where it occurs. 7. Please note on the plans “AC Cable is not allowed in A, B, F, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits”. 8. Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. City of Carlsbad 04-4096 11/23/04 9. IO. 11. 12. 13. 14. 15. 16. Please indicate the location of the ladder access to roof mounted HVAC equipment. Show 114" per 12" slope on drain and waste lines. UPC Section 708.0. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). Please note on the plans the water closets shall be elongated type, with open front seats and shall use no more than I .6 gallons per flush. UPC Please revise the plumbing plans to show the required clean-outs per section 707 and 719 of the UPC. 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: a) b) 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. Note that the doorways leading to sanitary facilities shall be identified, per Section I1 158.5, as follows: a) b) c) d) An equilateral triangle W thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle W 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". e) Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1 I 17B.5.7. Show that the water closet is located in a space, per Section 1 11 5B7.2, which provides: a) A minimum side clearance of either: i) 228" from a fixture. ii) 232" from a wall on one side. City of Carlsbad 04-4096 11/23/04 b) 248" clear space in front of the water closet. 17. Show that accessible lavatories comply with the following, per Sections 1 115B.2.1.2: a) b) r30" 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 line of the fixture to the wall. c) d) e) 9 The counter top is 44" maximum above the floor. 229" high, reducing to 27" at a point located 8" back from the front edge. 29" high x 30" wide and 17" deep at the bottom. Hot water pipes and drain lines are insulated. 18. Show that grab bars comply with the following, per Section I 11 5B.8: a) b) NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab c) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" above the floor, and parallel. bar may be installed as high as 36". Grab bars at the side shall be located: i) ii) iii) The diameter, or width, of the grab bar gripping surface is 21 %" but 4 Wl or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 %". Be designed to support 250#. 15" to 16%'' (&I") from the center line of the water closet stool. Be 242" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall be 236". d) e) 9 19. Please revise the plans to show 21 fitting room or dressing room for the customers shall be provided as follows: i) Entry doors shall provide: a) 232" clearance. b) 21 8" strike edge. The room dimension shall be 260" in width and length and no door shall encroach into the required space. ii) City of Carlsbad 04-4096 11/23/04 iii) iv) Show a wardrobe hook mounted lp8" from the floor. Show a 24" x 48" bench: a) b) Fixed along the wall at the 48" dimension. Mounted 21 7" but 5 19". 20. Show that the space between two consecutive door openings in a vestibule (at the restroom and dressing room), which serves spaces other than a required exit stairway: a) b) Provide 248" clear space from any door opening into the vestibule when door is open 90°, per Section 11 33B.2.4.4. Doors in series shall swing either: i) In the same direction. ii) Away from the space between the doors 21. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section I 120B.1. 22. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. 1 City of Carlsbad 04-4096 11/23/04 I VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4096 PREPARED BY: Doug Moody DATE: 11/23/04 BUILDING ADDRESS: 1923 Calle Barcelona Suite 147 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN Jurisdiction Code Icb By Ordinance 1994 UBC Building Permit Fee I 1994 UBC Plan Check Fee v Type of Review: Complete Review 0 Structural Only 0 Repetitive Fee Repeats I 0 Other Hourly -1 Hour * Esgil Plan Review Fee 0 I $242.991 L $1 57.941 I $136.071 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS RESIDENTIAL RESIDENTIAL AODlTION MINOR PLAZA CAMINO REAC (e $10,000.00~ CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFlCE BUILDING Carlsbad Fire Department 044096 1635'Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 fln Plan Review Requirements Category: Building Plan Date of Report: 12/06/2004 Reviewed by: Wddul I I Name: RKB Studio Address: City, State: Santee CA 92071 1001 9 Santana Ranch Ln Plan Checker: Job#: 044096 Job Name: Pout Bldg #: CB044096 Job Address: 1923 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 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 I or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 044096 FD File # STRUCTURAL CALCULATIONS for TENANT a\ IMPROVEMENTS POUT, INC. 1923 CALLE BARCELONA SUITE 147 CARLSBAD, CA by STROMQUIST ENGINEERING - 26602 Sotelo Mission Viejo, CA (949)3 48-9272 Job No. 040906 Sheet ! of PROJECT Job No. 04-n ,& Engineer \\ 5 26602 %teb #issionHgiO, CR 92692 Sheet 2 of PROJECT JobNo. 04-09 04 Engineer 15 4 . m 3- ZaCL ’ Sf RdMQUlST ENGINEERING ’ ’Mission Viejo, CA 92692 26602 Sotelo (949)348-9272 scope : Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status 2s3 in1 7.500 in 7.250 ffl 8.00 I DooglasFir- LarCh.Flo.2 psi 900.0 psi1 180.0 ! 1 .OOo ksi/ 1,600.0 Sawn i Repetifive 2-28 3.000 7.250 8.00 Douglas Fir - larch, No.2 900.0 180.0 1,600.0 1 .Ooo Sawn Repetitive 2x1 2 I .500 11 250 0.00 Douglas Fir - Larch, No.1 1 ,m.o 180.0 1,700.0 1 .OOo Sawn Repetitive 2x1 2 I .m 11.250 0.00 Douglas Fir - Larch, No. 1 1.000.0 180.0 1,700.0 I .Ooo Sawn Repetitive 2x1 2 1.500 I I 250 0.00 Douglas Fir - tarch, No.1 I ,000.0 180.0 1,700.0 1 .Ooo SaWn No 4x6 3.500 5.500 0.00 Douglas Fir - Larch, No.1 1 ,m.o 180.0 1,700.0 1 .om Sawn No .~ 3-24 2 4.500 11.250 0.00 Douglas Fir - Larch, No.1 1,700.0 1 .om Sawn No Span Dead Load #/ft I 9 30 12 70 11 00 15 00 10400 131 .OO 15 00 Live Load #mi 13.30 13.30 125 00 167 00 1.OOO00 782 00 167 00 Point W! DL LL @X . - ___ - - - Results -~ - 1 - -- Mrnax Q Center fb Actual Fb Allowable @X= fv : Actual f 82.M 1,750.00 3.000 lbs/ 100.00 I%l 8000 i_ ~- -- -- in-k! 8 68 1478 31.87 27 30 20 29 16.78 PSI; 6604 562 5 1,007.4 862 8 641 .I 950 7 8% 4 11000 psi! 1,008 8 1,221 8 1.1500 1 1500 1 .ooo 0 1.300 0 I F=mi*n? CK R-ndtng 3k di.nd:rrp oti &-nhq cv 5ePlrllm Gti Genbtng OK Eenri*ng 1 A PSI 1 231 16 8 64.7 66.0 81 I 92.6 72 4 fil 800 800 6 25 500 1 75 I .75 08095 ‘ -.,- 84.52 3.70 Fv : Allowable psi/ 180.0 180.0 180.0 180.0 180.0 180.0 180.0 I ShZXON Si;e..r i)!< Shear QK Sheer OK Shuai* OK Shear OK !;hear at: -_ - __ --I _______I - - __ - - - ___ - __ __I_ __ I ___ - -- - __~ Rea -_ @LeftEnd DL Ibs I 74 40 151 60 68 75 75 00 1 82 00 229 25 232 07 LL lbs! 106.40 10640 781 25 835 00 1.750 00 1,368 50 2,373 75 Max DL+LL lbs I 180 80 258 00 850 00 910 00 I.932 00 1,597 75 2,605 82 @RigWEnd DL Ibs I 74 40 151 60 68 75 75 00 I82 00 229 25 137 43 LL lbsl 10640 10640 781 25 835 00 1,750.00 1,368 50 1,463 75 Max DL+LL Ibs: 18080 258 00 850 00 91 0.00 1,932 00 1,597 75 1,601 18 ~~~~~~~~~r~~ .__*__-* ___ *- -_ ,5 2- Center DL Defl UDefi Ratio Center LL Dei! UDefl Ratio Center Total Defl Location UOefl Ratio . , ..* i 1,0671 874 4 7,511 1 10,758 1 36,1900 7,833 5 8,095.8 746 2 1,492 4 661 0 966 3 3,7s3 8 1,312 3 781 7 8000 8000 6 250 5.000 1 750 1 750 5 900 439 1 551 3 607 5 8867 3,409.2 1.1240 712 9 in i 4 257 -a 129 -0.227 4 124 Ofl‘i -0 052 -0 ‘192 in I I -0437 -0348 -0 247 -0.135 -0 012 -0.037 -0 210 ft l Sheet 4 of PROJECT Job No. 0 &3% OL I Engineer & ' ST-RO~~~QUIST ENG~NEERING 26602 Sotelo Mission Viejo, CA 92692 (949)348-9272 -- ._- ___--- ____.____ Calculations are designed to 1997 UBC Requirements- - A Building period UBC 1630.2.3 Simplified Static Force Bacedure Ground Floor Area 256.0 ft2 Hn to Top Level Ct : Construction Type Factor 9.00 ft 0.020 Max Element Story Shear Ra! fmax 0.50 Occupancy Category Standard Occupancy Determine Na & Nv.. . Seismic Importance Factor I= 1 .oo p : Reliability Factor = 2 - 20/(cmax *sqrt(Ab)) rjoog Site Distance From Known Source 5km Calculated Values :!JBCJ63&2?-. Seismic Source Type.. Seismic Dead Load (Calculated From Story Table on "Building Forces" ?ab W- $3.2 k Calculated Base Shear V=Cv I W I (RTP V.7 k 8 : All Faults other than Type A or C Seismic Coefficients Na = 2.08 Nv = 1.20 Soil Profile Type SD Structural Syst em... Seismic Coefficients Ca= 0.44 Cv= 6.77 Bearing Wall System : 1a:LigM Framed Wails w 1a:Light Framed Walls with Shear Panels. Wood structural panel Overstrength L4 Global Ductility Coefficient R = 5.500 Seismic Force Amplification Factor Omega = 2.800 Structure Height Limit 65.0 ft Min.Base Shear V = 0.1 1 Ca I W = 0.6 k Zone 4: Wlin.Base Shear V=O.8 Z Nv I R / W= Base Shear Max Limit V = 2.5 Ca I W i R = Final Calculated Values Horiz Seismic Factor EhIW= Vertical Seismic Factor EvID= V :Design Base Shear Ft : Top Force Eh'P Em = Omega * Eh Weight Height WI Hi Ft Fx Lateral Story Shear Story Moment , Level wi Hi Force Q Level Force I k R k-ff k k k k k-ft , ~ ~ __I__ L- -~_ ~ _______ ~- 1 13 20 900 1188 2 640 2.640 -. Total Base Shear 2.640 k Base Overturning Moment 23 760 k-ft . Lev21 Weights Force @ Level Force @ Level Force Q Level Force : Fpx k k k .- --- _____._ . . k k k k. k -- ...... ... - .- ...... : 1 13.20 2.64 2.64 53 200 2.904 2.640 5.808 2.904 ' 'STR~NIQUIST ENGINEERING 26602 Sotelo ' Mission Viejo, CA 92692 (949)348-9272 scope : ..- ~~ - - - __ __ ~ -~__ I Code Ref 2051 NDS 2003 IBC. 2003 NFPA 5000 Base allowables are user defined # Plywood Layers 1 Wall Length Plywood Grade Structural i Wall #eight 8.m ft Setsmc Factor Cl.iE3 Nail Slze 8d Wall Weight 0.000 psf Nominal Sill Thick. 200 Thickness 3f8" Ht I Length 1.067 Stud Spacing 16 00 in ~~ ~ Point Lead f: 1 500lbs at 3.50 R Point Load # 2 0.00 Ibs at 0.00 ft Point Load # 3 0.00 Ibs at 000 ff Uniform Load # 1 Uniform Load # 2 100.00 #Iff 0.00 #/ft 0.00 ff to 7.50 ff 0.00 ft to 0.00 ft Lateral Loads ... 7.500R = 1,32000 Ibs 7.mft = Grin !hS: Uniform Shear Q Top of Wall Uniform Shear Q Top of Wall Strut Force Applied Q Top of Wall Strut Force Applied @ Top of Wall Moment Applied Q Top of Wall 176.00 #Iff 0.00 #Ifi 0.00 Ibs 0.00 Ibs 0.00 ft4 r-- - Past Left Edge of Wall OooOft Concrete WetgM 145.00 pcf Foohng Length 11.500 R FY 40,oO0.00 psi footing Width 1.00 n Mm. Steei As 96 0 00000 Wall Length 7500fi Rebar Cover 300 in Past Right Edge of Wall ._ ___- 4.000 _ __ R fc 2,500.00 psi Footing ThlckneSs 18.00 in ' Wall Summa ry... j I Using 3/8 Thick Structural 1 on I side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 176.0#/ff, Capacity = 280.000#/ff -> OK \JVall Overturning = 10.560 Oft-#. Resisting Moment = 2,812.5ft4. End Uplift = 1.033.001bs Max. Soil Pressures: @ Left = 1,226.0psf, @ Right = 890.4psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in 1 . . _- ~ ~~ - ___ .._ - . ___~~ ~~~ ~~~ s L- Choices for RIGHT Side of Wall to Footing .... No Uplift, None Required No Uplift, None Required ' 3TRbMQUlST ENGINEERING 26602 Sotelo - Mission Wejo, CA 92692 (949)348-9272 Title : POUT-CARLSBAD Dsgnr: JS Description : Job # 040906 Date: 9:23AM. 29 SEP 04 scope : 0.183 Seismic Factor Plywood Grade Strudural I Wall Height 8.000 ft Thickness 318" Ht I Length 0.667 Stud Spacing 16.00 in Nail Size 8d Wall Weight 0.000 psf Nominal Sill Thick 2.00 - I Vertical Loads ... Overburden Load over Footing 50.00 psf Point Load # 1 0.00 Ibs at 0.00 ft Point Load # 2 0.00 Ibs at O00ft Point Load # 3 000 Ibs at 000 ft Uniform Load # 1 Uniform Load # 2 100.00 #/ft 0.00 #m 0.00 ft to 12.00 ft 0.00ft to 0.00 R Lateral Loads. .. Unrform Shear Q Top of Wall 0.00 #/R * 12.000lt = 000 Ibs Unffonn Shear @ Top of Wall 0.00 #Ift * 12000ft = 000 Ibs Strut Force Appl~ed Q Top of Wall 1,320.00 Ibs Strut Force Applied @ Top of Wall 0.00 Ibs 0.00 lt# Moment Applied Q Top of Wall Past Left Edge of Wall ooooft Concrete Weaht 145.00 pcf - Wall Length 12.000 ft Rebar Cover Past Right Edge of Wall 0.003 ft fc Footing Length 12.Ooo ft FY Footing Width 1.00 ft Min. Steel As % Footing Thickness 18.00 in 3.00 in 2,500.00 psi 40,000.00 psi 0.00000 Wall Summa ry... Using 3/8 Thick Structural I on 1 sidels, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 1 lO.O#/ft, Capacity = 280.000#/ft -> OK Wall Overturning = 10,550.0ft+, Resisting Moment = 7,200.Oft+, End Upli = 280.001bs Max. Soil Pressures: @ Left = 931.4psf. @ Right = 931.4psf Sill Bolting: 1/2" Bolts @ 48.00in, 518" Bolts @ 48.00in, 314 Bolts @ 48.00in - - - - - Choices for LEFT Side of Wall to Footing. Choices for RIGHT Side of Wall to Footing ... HDZA, Capacity = 25651bs HD2, Capacity = 25951bs PHD2, Capacity = 361OIbs HD5A, Capacity = 30951bs HD2A, Capacity = 25651bs HD2, Capacity = 25951bs PHD2, Capacity = 36101bs HD5A, Capacity = 30951bs ' STR~MQUIST ENGINEERING 26602 Sotelo Mission Viejo, CA 92692 (949)348-9272 scope : Code Ref 2001 NDS. 2003 IBC, 2003 NFPA 5000. Base allowables are user defined ~ # Plywood Layers 1 Wall Length Plywood Grade Structural i Wall Height 8mfi Nail Size 8d Wail Weight OOOO psf Nominal Sill Thick 200 Thickness 3w Ht i Length lo00 Stud Spacing 1600 in D !82 Setsmic Factor - __ - - .. ~ i Loads _- Paint Load # 1 000 tbs at OOOft Point load # 2 OM3 Ibs at OOOft Point Load # 3 000 Ibs at 0.00 ft Untform Load # 1 38000 #/ft oooft to 8.00 fi Uniform Load # 2 000 #it? OOOR to 000 ft Lateral Loads ... 000 Ibs 000 IDS 8.000R = 8.000ft = Uniform Shear @ Top of Wall Uniform Shear Q Top of Wall Strut Force Applied Q Top of Wall Strut Force Applied @ Top of Wall Moment Applied Q Top of Wall 0.00 #/n 0.00 #/R 1,320.00 Ibs 0.00 Ibs 0.00 ft# ~~ Faoting Wal: Length Rmft Rebar Cover 300 IF! Footing Length 9000 ft FY 40,000 00 psi Footing Width 1.25 ft Mn. Steel As % 0 00000 Past Right Edge of Wall O5WR _ fc 2,500 00 psi Footing Thickness 18.m in I Wall Summa ry... I Using 318" Thick Structural I on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 3 65.0#/ft, Capacity = 28O.OOO#/ft -> OK Watt Overturning = 10,560 Oft-#, Resisting Moment = 12.160 Oft+. End Uplift = 0.001bs Max. Soil Pressures: @? Left = 1,329.3psf, @ Right = 1,329.3psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 314" Bolts @ 48.00in ' 'k I Sheet of 26602 %tela Missisn Vieis. CA 92692 Pout 701 8" Avenue San Diego, Californi 92101 619.255.6506 2.7.05 RE: 1923 Calle Barcelona Suite 147 To whom it may concern: We are aware that the second floor space at the rear of the suite is not to be used for the purpose of office area. Pout Inc. i 09/18/04 1 .- I I ;LRCTpmOk I RECEIVED TIME FED, 4. 5:34PM I, C ?5 z- r c P t r PP z CY tr h- -3- ? P lo "f 2 . rh 3- d c \ (-b %' 4 $ n r- -ti 4