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1545 FARADAY AVE; ; CB041303; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB041303 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1545 FARADAY AV CBAD Tl Sub Type: COMM 0 NEW Parcel No: Lot#: Status: Valuation: 2121302900 $262,020.00 Construction Type: Applied: Occupancy Group: Refer(;)nce #: Entered By: Project Title: ASHBROOK COMMUNITIES 8734 SF Tl OFFICE TO OFFICE Applicant: WHITE CONSTRUCTION STE 100 5937 DARWIN CT CARLSBAD, CA. 92009 760-931-1130 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,048.60 $0.00 $681.59 $0.00 $0.00 $55.02 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: PAPATHEOFANIS FRANK J&JULIE A 401 LOMA LARGA DR SOLANA BEACH CA 92075 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Fees: $1,785.21 Total Payments To Date: $681.59 Balance Due: ISSUED 04/19/2004 SB 05/27/2004 05/27/2004 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,785.21 $1,103.62 3lll OS/27/04 0002 01 02 CGP 1103-62 L pp DATE?ft~~ SIGNATURE.____~~~------ 'f '1 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Business Name (at this addr0~2 04/19/04 0002 ()l n Legal Description Unit No. Phase NtC-uPtotal u of unftill n,59 Assessor's Parcel # Proposed Use #of Stories # of Bedrooms # of Bathrooms State/Zip Telephone# Fax# Address , -, , •• , ___ _, , ,m, ~,w Name Address City S,tate/Zip Telephone# ~,::,::¢,Qj{,J'.fl"8filQ!hAil.OlVIRAN'<N'All(llL , , , , , .· , , (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exe pt~o • A violati n of S tion 7031.5 by an applicant or a per~it sub~qts the appliprA,t,: ~vii Jt3nalty of not ore than five hundred dollars [$500]). ::L --l)t_ ~ vll\!... 200 -I D to r Name State License# _<1~~~6~1=3 __ _ Address a, City State/Zip Telephone# License Class ____ LJ______ City Business License# ia0ol 38Q Designer Name Address City State/Zip Telephone State License# _________ _ ~< ,:'ll(QRl{!:B~" QQl\'11?-l;N~ATIQ~; .. , -: .• _ ,, . , , ----""' , ,, -, , ... --·-----·--.. • Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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. 12( . I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compw1~surance carrier and policy number are: Insurance Company ~ £uY\l( Policy No. 9'3::<oQ-2.m':f Expiration Date \-1-2005 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE 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 ecure wor s' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($10 , ), ·n ad iti to the cost of compensation, damages as provided for in Section 3706 of the La SIGNATURE, ___ ~~.r&A..-...1!1.~!I..!.~------------------DATE _ ___,t-t-.___,-1-'~t---- :,t-,:_:, ~ i,P,V,V«!:flsBJJiU,QJ;.il,!~);,Q~B41'.lQff; , , , " , , , I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(sl licensed pursuant to the Contractor's License Law). 0 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. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number/ type of work):, ________________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ ;9Q'1Yti>£'.1;:t~'(j:i1~ si,;6tiQN.:FQ8: NONiRfSIPENTiA,t,; Bl.)l~ll>if'lq 1PER1V1ii:s-'.Q~(y' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. ~.::7].Q.N$1ii\t.fc,:19,rHEJl!PJN~-AµE~cv· --, ,, -· · ">" I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ____________ ,,-_-,-,_-,-, ___ , L:_N~ER'S ADDRE~S_-,,-.,-.. -,,-.-. _____________________ _ ~ __ ~-e __ P~1J;t\1'1,J Q{;~TJFtcAr1Qrt ~ = ,;: _ ., _, , -,-~N---¥ --¥~-----N -V -- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comm ced within 180 from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commen for. a eriod of 80 ays (Section 106.4.4 Uniform Building Code). ~ I J_ APPLICANT'S SIGNATURE ___ MU~~=-__:!S:Z'.~~!l~'::':::-:::____________ DATE --~-~~1g __ ~O~+------- WHITE: File YELLOW: Applicant PINK: Finance 't J Inspection List Permit#: CB041303 Type: Tl Date Inspection Item 09/29/2004 89 Final Combo 09/01/2004 89 Final Combo 08/31/2004 89 Final Combo 08/20/2004 84 Rough Combo 08/06/2004 17 Interior Lath/Drywall 08/03/2004 14 Frame/Steel/Bolting/Weldin 07/30/2004 14 F rame/Steel/Bolting/W el din 06/1 0/2004 21 Underground/Under Floor Thursday, September 30, 2004 COMM Inspector Act TP AP TP NR TP co TP CA TP AP TP AP TP PA TP co ASHBROOK COMMUNITIES 8734 SF Tl OFFICE TO OFFICE Comments SEE ADDITIONAL PERMIT #CB041304 FOR RESULTS CORR. NOT COMP. (REST RMS) COMPLETE RESTRM DONE 8/19 MEZ. WALL SEE CARD/REPORTS S.W. BOLTS 4 INCH WASTE SPEC, WASTE TEST OK Page 1 of 1 _____ ,. __ ...... ~----.-:• .... ·-----·~-. ,.,. Carl Sch,nidt Inw_,ection Services,. Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 - SPECIAL INSPECTION REPORT Project: A.( 6-r-oo I( c!o /.1,,i ~ £-t <,? J-r ,·e ,s Address: ; .S-C/ S-Fa... re;... dC\. y City: _ _..,,,C..:.,:a...r':a.=....£:.....aaJ""--'t""-. 4.........,.;:acf ____ 7 ____________ _ P,ermitNumber: C8 0 'I-0 7 7 Plan File Number: _________ _ TYPE OF OBSERVATIONS: Reinforcing Steel_ Reinforced Concrete_ Structural Masonry_ Field Welding~ Epoxy~ Prestressed Concrete_ Shop Welding_ Bolting _Fireproofing_ NumberofSamples:__ Typ'e1 ___ --_________________ _ Materials/DesignMix/Psi: .4 .... 3 07 ~ ojJ,11piS Ovt .JC r I C.,f'o )-I Date: 7 .... 27..-0</ /VI ID .JI_, }fJ s I/ 03 C O n tC r -e, r..e.. w i"-r -4 IS-/, ,.,e:, '1-:z 6 -e ~t,t., &nT ~ cl rw O .>-/4?,. f-hr..e..4. d'-e cl cc d s tt//7' 4 tb I'/ Ot T /(,"e,,he'.\.I d.r f> :r.-c e #Joi/~ ..Z-VJS'Ta //,,.?Y f:/2r-e.-e >Is // + h ,tfl,C. Jed /c, cl.r -10 ,-'f x 1 -f IA le ~ r=e-e I WO"SPEfl'E9' CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ~L c..)ch>¾/Jr f,1/Z TIMEIN: ___ TIMEOUT: __ _ Inspector (Print) Certification# t1} h p // I IJ~f' General Contracto.r: / r-e.. ~,¢ t Address: ------------Inspector's Signature City: ____________ _ Phone: -~-----~-----Authorized Job Site Contact Signature EsGil Corporation In (l'artnership with qovernmentfor<Bui{aing Safety DATE: 5/26/04 D APPLICANT D JURIS. JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303 PROJECT ADDRESS: 1545 Faraday SET: III D PLAN REVIEWER D FILE PROJECT NAME: Ashbrook Communities -Tl D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff. , The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Fax#: ~ Date contacted: Mail Telephone Fax (by: ) In Person REMARKS: Applicant to hand carry the plans directly to the of Carlsbad this does not assure a permit will be issued the city may have other corr ctions. Applicant to slip sheet the revise sheets IA1.0, IA2.0, IA4.0, IA5.0 and S-1 to the ci held sets and add notes in red on Title Sheet. By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (partnersliip witli government for <Bui{aing Safety DATE: 5/17/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303 PROJECT ADDRESS: 1545 Faraday PROJECT NAME: Ashbrook Communities -TI SET:11 ~T ~ CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ] The applicant's copy of the check list has been sent to: White Construction 5937 Darwin Ct Suite 100, Carlsbad, CA 92008 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ] E~gil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Debbe Damron Telephone#: 760-931-1130 ext.107 Date contacted: ~{ '"") (b_i[S ) Fax #: 760-931-1171 Mail ii;tephone D REMARKS: Fax--ln Person By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/10/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 04-1303 5/17/04 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 1545 Faraday DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/10/04 REVIEWED BY: Doug Moody FOREWORD (PLEASE READ): PLAN CHECK NO.: 04-1303 SET: II DATE RECHECK COMPLETED: 5/17/04 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 disabled access. 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 or other departments. 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. A. Please make all corrections on the original tracings and submit three new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? DYes DNo City of Carlsbad 04-1303 5/'17/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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 print indicates the unresolved issue. 1. 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. Please sign all sheets of the plans. 2. Please clarify the section view of all new interior partitions. Show: a) Method of attaching top plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Please provide calculations to show the diagonal bracing to be adequate (the studs attached to the top plate appear to _exceed the Kl/r ratio and will not work in compression) and several walls do not show bracing. Please provide a section of the low walls to be extended, show the connection, the lateral bracing, framing material. b) Please detail the method of providing lateral bracing for the glazed wall panels. Nothing indicated on the plans. 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. 't EsGil Corporation In (l>artnersfiip witfi government for <Bui[aing Safety DATE: 4/29/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303 PROJECT ADDRESS: 1545 Faraday PROJECT NAME: Ashbrook Communities -TI SET:I D~ANT 0~' D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 12s] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 12s] The applicant's copy of the check list has been sent to: White Construction 5937 Darwin Ct Suite 100, Carlsbad, CA 92008 D 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: Debbe Damron Telephone #: 760-931-1130 ext.107 Date contacted:<./. /Jo/01--{(by:{0-) Fax #: 760-931-1171 Mail --Telephonev Fax_. In Person D REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 4/23/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ., ) City of Carlsbad 04-1303 4/29/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-1303 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/19/04 DATE INITIAL PLAN REVIEW COMPLETED: 4/29/04 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office ACTUALAREA: 8734~ STORIES: 2 HEIGHT: OCCUPANTLOAD: 87 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/23/04 PLAN REVIEWER: Doug Moody 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 USC. 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) tiforw.dot City of Carlsbad 04-1303 4/29/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 1. 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. 2. Please clarify the section view of all new interior partitions. Show: a) Method of attaching top plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). b) Please detail the method of providing lateral bracing for the glazed wall panels. 3. Please revise the glazed partitions to show the butt joint glazing to have clips or adequate silicon to prevent differential deflection per national standards. 4. Please note on the plans "AC Cable is not allowed in A, B, 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". 5. Please revise the single line diagram the feeder over-current devices and the conduits and conductors are incorrect. 6. Show that the water closet is located in a space, per Section 1115B7.2, which provides: a) A minimum side clearance of either: i) ~28" from the fixture and not to the center line of the fixture. 7. Show that grab bars comply with the following, per Section 1115B.8: City of Carlsbad 04-1303 4/29/04 a) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement of the rear grab bar at 33", the rear grab bar only may be installed as high as 36". 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. • City of Carlsbad 04-1303 4/29/04 iVALUATION }:\ND PLAN CHECK FEE JURISDICTION: ·city of Carlsbad PREPARED BY: Doug Moody BUILDING ADDRESS: 1545 Faraday PLAN CHECK NO.: 04-1303 DATE: 4/29/04 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Tl 8734 Citv Valuation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3Repeats Comments: D Other D Hourly I Hour * Esgil Plan Review Fee ($) 262,020 262,020 $1,048.601 $681.591 $587.221 Sheet 1 of 1 macvalue.doc ,. PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB 0-4 {.'303· ADDRESS 15-'-l.::5 BJ.rod?:) RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.001 OTHER DATE -</-;;2~-0-<../ PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING -------------------- PLANNER~- DATE_r~l_ii/i.....1.-o_;_r __ Docs/MISforms/Planning Engineering Approvals Carlsbad Fire Department 041303 1635'Farada'y Ave. Carlsbad, CA 920,08 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _o_4/_2s_I_20_0_4 _______ _ Building Plan Reviewed by: Name: White Construction Address: 5937 Darwin Ct. Suite 100 City, State: Carlsbad CA 92008 Plan Checker: Job#: 041303 ------- Job Name: Ashbrook Communities Bldg #: CB041303 ----------------~- Job Address: 1545 Faraday Ave Ste. or Bldg. No. ------------------ ~ Approved D Approved Subject to D Incomplete Review FD Job# 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. 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. 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 to this office for review and approval. 1st 041303 2nd FD File# 3rd Other Agency ID May-24-04 03:29A Solomon Inter;or Des;gn 858 509 2127 ~' .-1 ~ 9 STRUCTURAL CALCULATIONS For ASHBROOK COMM.UNITY INTERIOR METAL STUDS Prepared For: SOLOMON INTERIOR DESIGN Prepared By: MOBAYED CONSULTING GROUP 7940 Silverton Avenue, Suite 208 San Diego, CA 92126 (858) 586-7855 * FAX (858) 586-7845 PROJECT NO.: DATE ISSUED: REVISION DATES: 04054-1.10 05/24/2004 P.10 May-24-04 03:29A Solomon Inter;or Des;gn 858 509 2127 P.11 1 J 62V\ JOB ___ t::J_¥..:__0__,?~~---------=:------ SHEETNO. ____ / _______ OF_--,,.-:,? _______ _ MCG ,zszs7 MDBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE. 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May-24--04 03:28A Solomon Inter;or Des;gn 858 509 2127 P.09 MCG .10a_o;;...4........=o...:G=-t./,__ ______ -,:;--, __ _ SHEeTNO. _ ___;B::;_ _________ OF __ ~£"'----· --- 'VSZS7 MOBAYEO CONSULTING GROUP CONSULTING STRUCTURAL ENl,INEEAS 7940 SILVEATCN AVENUE, . 208 CALCULATED BY _ _.;::S!---f=-~------CATE_s=-'--0......;.z~.e./,~'/,-=03/~_ SAN DIEGO, 1...1,U_IM .. ,Nl<l 92126 TEL: (858) 586-7855 FAX: [85 86-7645 CHECKED BY ___________ _ DATE ________ _ . .... . . ·-·--· :' ..... ,_,,_ :, __ , ____ : ........ ·- ' ' ..... , ..... i ...... , ...... ( .. -+ : ! . ~ . i· -. . .. ! ; . : ;- ; : . . .. . ~-·---.; ···-·-· .......... .i ........... : ....... .. SCALE 1:-0" j ! : ; : --·t -... , . -i .. I • : i -i : ... -.. . -· -~ .. --~ --· .. :. .... ·:·. ·-~ .. ·-·+-·-·· ..... 1--• ·---·--·· ·: •. ' i • . j • -• . -·· ·-· . ·-· . : -' .... [ . ·-···-:r··· ·~ r-. . . .. ! . 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' ·:·· ·--~ .. ······~·-·····.;. ..... :, .. ---~-----.......... -i . .... ;··· .... $~ fS8' :2044 · ~v},.)17 .. r-tR, .. .............. 1£A-~,~ .. - I•• ~r~ . . . -· ...... :"'" ......... :· ···!·--........ .. ••:• O ••••;-MH •• ;,, • • ;: ,, ..... "f O • ••• :. .. ··-·-··· ... 0 :. •• 0, . ........ . ............ : ....... l ........... : . I i i ... ··-! ._ ... r. .. : .. r ... ·: ""["'"C' .... i _ .. ( ...... ~ . .. . . ..... : . . . .. . . . /'·/. o-~At.: t-. ~·. c:t,.,'·e···· : ; : : : . . ~-·--· ... . . . ~:I+ ' .. : ..... {-.. [ -· ' -~-·-. ---: .... r .. : ...... ·;· ·-.. ; .... -....... :·· .... l' . ;· -......... . ,: ..... ---· :, _____ _ ____ , __ ., __ .. -: ---·- -,... ...... -. --...... .:: ... .:3Yz.STH:2£. ..... . ··g·~--.S~ ..... . 4!.~l? ,: . 6'67(;t' : ' . . I'' ~·#&.,@ P2 o.c .: . . .. P<_, ~ ~ : ES-.·-:---r_y_· ·_P_-.:--: _ .. '7_·: ·_·e-i-· ~_ .. _};>_ ... &.....: .. :'---i2_; _·E_c..;..: & __ s-v....;.·;_·"·,4-i'i_r_,~· o;V.......;..-' _· .. ___ __; .. ·i . t ..... , J ·~~~\-f 1635~!!!.~! ~~~!!,~!~2008 07-22-2oo2i!'-1 r /'0\f'lQV Plan Check Revision Permit No: PCR04099 UL-'' 01 Building Inspection Request Line (760) 602-2725 Job Address; Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: 1545 FARADAY AV CBAD PCR 2121302900 $0.00 Lot#: 0 Construction Type: NEW ASHBROOK-STRUCT CHANGES & REV CONFERENCE ROOM Owner: Status: Applied; Entered By: Plan Approved: Issued: Inspect Area: ISSUED 06/22/2004 RMA 07/20/2004 07/20/2004 WHITE CONSTRUCTION STE 100 PAPATHEOFANIS FRANK J&JULIE A 5937 DARWIN CT CARLSBAD, CA. 92009 760-931-1130 Plan Check Revision Fee Additional Fees Total Fees: $180.00 Inspector: 401 LOMA LARGA DR SOLANA BEACH CA 92075 Total Payments To Date: $0.00 FINAL APPROVAL Date: $180.00 $0.00 Balance Due: $180.00 7128 07/22/04 (~J·(1·? Fii • V'a' -~-1. 02 C;:3p 180.00 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 fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exnired. FOR OFFICE USE ONLY PE,RMIT 1APPLICATION PLAN CHECK Nci. f) CJl (J <-/ j 17 EST. VAL. ; Plan Ck. Deposit -~ Validated By G . ,p Date /2, i<( Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use } Description of Work S~. FT. ~f Stories # of Bedrooms # of Bathrooms ,...;__ t'l>f.J},~ J.~.,i: ..... ~,.t;..~f .. ,1·a1.:CW00-, .. P.",\1/11_n ,f\ •• QX~::,,,,,;,,,::,.,_.!, .... ,0;_;-.. ,,;,,-.. ,; ... ,'.'.'t~~-,;5,,s.,-;.,_. ... _,.:,,._;.,...-., . ..., ..... ,.·., .. ~,--;:-·,: •. -.. _,; .. . .. -. __ , /' -,,S[.r.;:~Nt.J'CJ~"'-n~~,•tAK~~.,..,,1,,.. ,,., _., ,~bt.:.;,,,-i.:_,,..,&,w""""""'''""""''''""'·"'''",.."'--""--""' 1i~''f, t~ .. ,.,;: .. ,,iJ.-.,, ...... ,.,,,,,,~,,.,-,,.~.·1--,,.-.,,,"'. '" ., ,..,,,.,\,-,,. ':.. .,__ · Name Address City State/Zip Telephone# Fax# ,ll:it~~A"ir'v'1cAN'f.fi,,~ , 1.,.,a~i:lfcli&~q-;,;i~•.11:·"Gtitf."'ot',:,0'1i·'li1lto'F.1:;~~r,_;;1}0'wiiet;i;~r;_-;-r.:,,.,,}l'ent.:fcir:0wn~--J:'}·~· ~:;: . '.' 'f-\ .. J:fi:':> ''>fie ;:t,r.,> !;.,.'r.. , • J, .,: · ·.,:; ,. ,_· v'--·' ,, _. 0 ';'· -:'-::! ~---" . .a""·"·----.,,,~,.,, . ..,,, ·":_~I,;,;.!.~. ·,' ~""·· ·-····-"'· ~~-.. ·.--J.;:r~--5::r··-i.:.uvW\Kif ·_--~ ··_o---~'5fi l':3?:f " r Name City State/Zip Telephone# Name Address City State/Zip Telephone# · (Sec. 7031.6 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to flle a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.6 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ l§'~W.Q8~6$.a:i~Qt;;?-:ijN$" tlR'tlrJit}Jit.~\!iii;;~;;,:;;:,«;;£:.(:fJtti(c\.Z:i:,=:~.:'.:f :· ~,~,:.::,w:::,, ~i'\--:-;.;-1: :!11,t:,;i!'.L !.:i,i:~<P:.:.; . ''. -.r <,. :.' :-:-... : .. ?·> :.: ·. :.-i ,/-:.i •. _, .: ' : : '.· ·. -:: '··":., .. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of ~he Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) D CERTIFICATE 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' compenaetlon coverage la unlawful, end shall subject en employer to criminal penolties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and ottorney's fees. SIGNATUREc..... ___________________________ DATE ________ _ 11•ci.W.tllm\'J'J.f!W1:aiijeqQi'ii~ttlm~~~~~~~~::.t'¼~'ii€:itii.li~s;:<i:if.?ei--~;:y.:fif*'~'it~~~f~;fi;,--}:)s;:tl.d~r!~:J;;;};;Itf~0;; I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees· with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) • . D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have cpntracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 6. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):. _______________________________________________________ _ PROPERTY OWNER SIGNATURE ____________________ _ 'DATE_· ________ _ ![4Mli~.e.tti:l!~lijgg,r1:QNfl.:QJil@P!/lPll!ENHAgm1J.1:~JN.iaieiBM1itf.A~-"1Yt~fi~J.\i:1.~fi.'l'i.i1'~!fr~~c:~iiri'.t'.ii;\teiiti~thf,i::'JdtJi:s,::i;;;;;:;,,_=;t't.k~;;;,17 ;-1..'::-')i:r-f i,,-;2;. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 26506, 25633 or 26534 of the.Presley-Tanner Hazardous Substance Account Act? -D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a sch(!ol site? 0 YES O 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. J},'rit~fi.c®stRiicTio-,:41:@@iNq~qef!cy:,tq1;1~!itlf~,_,~}!::i .. ~w:1l?i~~~~~~::.,1£~'::':'· :--,:'··:i:-, ..• 3p.),·:-·. :· · :L · .,.., , · .. ,.--:· ,: .. ,, . i I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS _______________________ _ taii~~f!Pltc.~&.ri@11ttm1gin:r,Jifi~~~j~.a¢J~J~~~~~~1~~~~~~1U~~!~ft!tl:ii~~~~:~;:tt1::~r.h~~~;;t.jft~,.,.~·~~~i~~:~:;:~'\1:·~~~7.ift .. Ji: .z~:;~ri:.>:<-;;:~;:.-.r:;:i: .~.;:~;tAb:i.i=),tt"i ,·; I certify that I have read the application and state that the above informatiofl is correct·and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5•ow deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not co enced within 18 cla from the date of such permit or if the building or work authorized by such permit is suspended or abandoned atanytimeaftertheworkiscomm n ed or period 1ao· a (Section106.4.4Uniform·BuildingCode). DATE lo·,1'\J...,/OI/_ APPLICANT'S SIGNATURE _J~M~~=---=~-------------___::-;.,,_ .. 00 _ -:f_ WHITE: File YELLOW: "Applicant -- EsGil Corporation In <Partnership with government for (Bui{aing Safety DATE: 7/20/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303.PCR04-099 PROJECT ADDRESS: 1545 Faraday Ave SET: III 0 APPLICANT 0 JURIS. 0 PLAN REVIEWER 0 FILE PROJECT NAME: Ashbrook Communities -Revision to Floor Plan, Structural D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person ~ REMARKS: Applicant to hand carry the plans directly to the City of Carlsbad this does not assure a permit will be issued the city may have other corrections and attach the stamped and signed 8 ½ X 11 structural details and add note in red to the new Sheet IA 1.0. ---J;// By: Doug Moody Enclosures: U ~ Esgil Corporation D GA D MB D EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip witli. government for <Bui[aing Safety DATE: 7/16/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303.PCR04-099 PROJECT ADDRESS: 1545 Faraday Ave SET:11 PROJECT NAME: Ashbrook Communities -Revision to Floor Plan, Structural D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and (?hecked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8:] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1:8:] The applicant's copy of the check list has been sent to: White Construction 5937 Darwin Ct Suite 100, Carlsbad, CA 92008 D 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: Debbe Damron Telephone#: 760-931-1130 ext.107 Date contacted:?[, t.of o'-1(byJ-p.,y) Fax #: 760-931-1171 Mail '--f"elephone D REMARKS: Fa~ In Person By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 7/9/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 04-1303.PCR04-099 7/16/04 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad 099 PROJECT ADDRESS: 1545 Faraday Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/9/04 REVIEWED BY: Doug Moody FOREWORD (PLEASE READ): PLAN CHECK NO.: 04-1303.PCR04- SET: II DATE RECHECK COMPLETED: 7/16/04 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 disabled access. 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 or other departments. 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. A. Please make all corrections on the original tracings and submit three new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The ·following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? DYes ONo l . • .. --- ,. l City of Carlsbad 04-1303.PCR04-099 '7/16./04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 2. 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. If the 8 ½ x 11 details included with the calculations are intended to be plans each sheet must be stamped and signed by the engineer. 3. The scope of the revision is unclear. Please provide a complete description of the all revision. The structural details on the new S2 sheet show revisions to shear walls, new floor framing, details for the new conference walls. Please revise sheet S2 to provide details large enough to be legible. Please provide a copy of the structural calculations. Please clarify the plans the details on sheet S2 appear to show mezzanine above office 104? Several details which were part of the calculations are necessary for the revision to the mezzanine and shear wall. Details A and 8 of the Palos Verdes engineering calculations were not included. Details A and 8 indicate the hold- downs for the new shear wall to be epoxy anchors which require Special . Inspection, please have the engineer complete the enclosed Special Inspection form. 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. Ju,l-18r,04 ll:04P Solomon Interior Design 858 509 2127 P.03 ... City or CarJebad 04-1303.PCR04-099 7/16/04 ~PECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: '! Sl\ S-~Al2A OA'j Aul'l. PLAN CHECK NUMBER; ol..\-Y-~0 3 OWNER'S NAME: As)11312gc,~----- l1 as the owner, or agent of the owner (contractors may ngt employ the special inspsctor). eartify that I, or the architect/engineer Of record, will be responsible for empleying the special in~pector(s) as required by Uniform Building Code (USC) Section 1701.1 for the construction projec1 located at the site listed above. UBC Section 106.3.5. Siped _______ ......., _______ _ I, as the engineer/architect of record, c,Crtify that I lmn prepared the following special inspection program as required by UBC.: S~ction 106.3.S for the conBtruotion proj~t loca~ at the sit~ listed above 1. Lisi of work requiring apaciaf inspection: 0 Soils Complla,nce Prior to Foundation Inspection ~ Structural CoRcrete Owr 2500 PSI Prestrused Concrete Structural Ma,onry DesJgner Specified 2. Name(s) of indlvlduat(s) or flrm(s) reaponaible for tha special inspection& listed above~ A. B. c . . 3. Duties of the special inspectors for the-work listed above: A. B. c. Spacial in;peet~ il\ioll chscll in wilh 1h11 City and p~I 1t111r t:redenlials for approval ~ l:ltafr,ntng 'iWl'k on Ille iOb 1118. 9() ',-1 ·-:PWO 719S.3 ' EsGil Corporation In (J!artnersfiip wit/i, (Jovernment for <BuiCaing Safety DATE: 7 /2/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-1303.PCR04-099 PROJECT ADDRESS: 1545 Faraday Ave SET:I ~ p CANT JURIS. D REVIEWER D FILE PROJECT NAME: Ashbrook Communities -Revision to Floor Plan, Structural D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [ZI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [ZI The applicant's copy of the check list has been sent to: White Construction 5937 Darwin Ct Suite 100, Carlsbad, CA 92008 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ! Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Debbe Damron-(~ .t----\) Telephone#: 760-931-1130 ext.107 Date contacted:1 J~/cLJ (by: l~ ) Fax #: 760-931-1171 Mail Jelephone..._/ Fax..,....... In Person D REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 6/24/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1?76 .l. , City of Carlsbad 04-1303.PCR04-099 7/2/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-1303.PCR04-099 JURISDICTION: Ci_ty of Carlsbad OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/22/04 DATE INITIAL PLAN REVIEW COMPLETED: 7 /2/04 FOREWORD (PLEASE READ): USE: Office ACTUALAREA: 8734~ STORIES: 2 HEIGHT: OCCUPANT LOAD: 87 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/24/04 PLAN REVIEWER: Doug Moody 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) tiforw.dot City of Carlsbad 04-1303.PCR04-099 7/2/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. 1. 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. · 2. 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. 3. The scope of the revision is unclear. Please provide a complete description of the all revision. The structural details on the new S2 sheet show revisions to' shear walls, new floor framing, details for the new conference walls. Please revise sheet S2 to provide details large enough to be legible. Please provide.a copy of the structural calculations. Please clarify the plans the details on sheet S2 appear to show mezzanine above office 104? · 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 Cl No Cl ., i City of Carlsbad 04-1303.PCR04-099 ' 7/2/04 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. .• l City of Carlsbad 04-1303.PCR04-099 7/2/04 (\IALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad 099 PLAN CHECK NO.: 04-1303.PCR04- PREPARED BY: Doug Moody DATE: 7 /2/04 BUILDING ADDRESS: 1545 Faraday Ave BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee .., I 1994 UBC Plan Check Fee Type of Review: D Complete Review D Structural Only D Repetitive Fee 3Repeats * Based on hourly rate Comments: D Other 0 Hourly 1.sj Hours * Esgil Plan Review Fee ($)' ~ s1ao.001 $144.ool Sheet 1 of 1 rnacvalue.doc Carlsbap Fire Department 04099 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _0_61_29_12_0_0_4 _______ _ Building Plan Reviewed by: Name: White Construction Address: 5937 Darwin Ct. Suite 100 City, State: Carlsbad CA 92008 Plan Checker: Job Name: Ashbrook Communities 'C/'U Job#: 04099 Bldg #: CB041303 -----------------=-- Job Address: 1545 Faraday Av Ste. or Bldg. No. ------------------ ~ Approved D Approved Subject to D Incomplete Review FD Job# 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. 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. 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 to this office for review and approval. 1st 04099 2nd FD File# 3rd Other Agency ID LSZSZ\. MCC 'VSZS7 Joa __ O=-if.'---=o'-5=--.;t./'----_--1.A~-=ttLL..l.E:f.LJ.a=::.=d?.-.::::.~-- MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL EN\3INEERS 7940 SILVERTON AvENUE, STE. 208 SAN D~GO. CALIFOANIA 92126 TEL: (858) 586-7855 FAX: (858) 586-7845 sHEETNo. _____ -!--______ OF ___ ~2;...,_ ____ _ CALCULATED BY _ ___,,S""rl'---''--------DATE 0//'0/ 00 CHECKED BY ___________ DATE ________ _ SCALE /y, 7,f; r. ! --=-· · r-·--·-·r-·······:·· · ··t ... · . ··r· ·······:· ...... . ........... 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LSZS7, MCG '2SZV MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL EN\,INEEAS 7940 SILVEFlTil'J A"9JUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858] 586-7855 FAX: (858] 586-7845 t f--l---+--:---;-- t . ! ;...· ---;-- -_____ ..J_, ____ ·---1··--·-··-i ·-··-··· .. ,. --·-!1--+--;---;-- r i f-,,~_ ------+ -~~J=~1=q--rit-"'f;-:--:r- ---;-...,..----J__ L.----'--·-·--...--. JOB~o:::::::~L..!o:::::.:b::::..~i-1-<"7-----~z==,-;::----=-- SHEETNO. _____ =C-.,__ ______ OF ___ --:----;----- 0 /10/07' DATE_-"-/_'---'------CALCULATEOBY __ ...:S~M~------ DATE-----,----- ' -······ r::..?.?.l::I.T1.r::l.QJ.J. .. ~ ... -... s····-···-~-----·--1-------,--:---;--·-· 1 f ; j i i -·-,----;-:=~: i rA N / SH ' .!c~·;t-·r·--r·---·· .... -·· -. -... ___ ~ . ·-·-·- ....... :····'---~~-... ·-··-i--.... ···-~-~--~:: .. -...... . ' ' -- --; ......... · ........ : .. ........ : ii' ''. ... -!----... ..... ---....... 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' r -------' ....... -:-------( ... -r------.. . t ............ i .. .,,.,: ... , . . .. : ....... :··· ··--:····· ... ···{·······l·-······ .-,,_i:~t:;~. ,.:--:-i~'.:~:-.,1 :.-.,! -~ ;_1_ , i ; ( _ ,_T:;J ; . ; : t:: ~ ....... f ...... : ....... ·.. . . .. . . ...... ~ .......... ~.. . . . . . .. ~ ... . ,: . .. .. :·. . : . ~ . . .. ,~-... . . . . . ... ' ·····i·· ····{·····i : : ... ~.. . . .. I. . : ... ·---~ . . . ; .. . . . . :--· . .. ~ ! .... ~. . . : . . .. ~--··· . ...... ' ' . ..... [ ..... ... ··-...... .. . .. ,....... . I"" .... : ......... ·:. ·:-···""' i'"" .. i" ······1 .... : i ..... . -:···· .. ·f· ... . ..... ,;, .... _ .. Mobayed Consulting Group 7940 Silverton Avenue Suite 208 San Diego, CA 92126 {T) 858-586-7855 / {F) 858-586-7845 Rev: 510302 User. KW-0602950, Ver 5.1.3, 22.Jun-1999, Win32 (c) 1983-99 ENERCALC . ' Title: Dsgnr: Description : Scope: Pole Embedment in Soil Description ASHBROOK GLASS PARTITION POLE SUPPORT Job# O¥0':;?"<;r Date: 2:18PM, 16 JUN 04 Page I General Information ~ bi ¥\i1ifi i e4#A£ Uii##SltM-IK&AW?@i\YiW-iriM4624\k4iAAtif¥§¼HP2k\l %GI r0f1£.#Q4:49S%i!tdfoW@P9i/%Q W ti ;,:; ,'t:lt&i & rki!rtf4&%h?I SWl\fi@s:h§t?U\Mii?3¥@6£ti4\'.AhW&½ Hi% Y.WA-W¼iGl¥1SJNW!J??AJ Allow Passive 200.00 pcf 1\pplied Loads ... Max Passive 1,500.00 psf Point Load 140.00 lbs Load duration factor 1.330 distance from base 8.000 ft Pole is Circular Diameter Restrained @ Surface I Summary I Moments @ Surface ... Point load Distributed load With Surface Restraint. .. Req'd Depth Pressure @ Base ... Actual Allowable Surface Restraint Force 12.000 in 1,120.00 ft-# 0.00 2.616 ft 695.76 psf 695.76 psf 871.50 lbs Distributed Load distance to top distance to bottom Total Moment Total Lateral 0.00 #/ft 3.000 ft 0.000 ft 1,120.00 ft-# 140.00 lbs .. I ' .. ,., I~!! PALOS ~-VERDES • Engineering Civil 21nc! Structural Consulting Structural Calculations Tenant Improvement PREPARED FOR White Construction, Inc. 5937 Darwin Court, Suite #100 Carlsbad, CA 92008 PROJECT Ashbrook Comm. 1545 Faraday Avenue Carlsbad, CA 92008 May 11,2004 PVEC File No. 24-04-417 - 6027-1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 858 759 8324 FAX l. " . I [J!! PALOS ~-VERDES · • Engineering 6027·1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 Civil anci Structurc1l consulting 858 759 8324 FAX 1.0 Design Criteria: Code: Timber: Glue-Lam Beams: Sheathing: Engineered Framing: Concrete: 2001 California Building Code . . Douglas Fir-Larch (DF-L), WW~A or WCLIB 2x Wall Framing: DF-L #2 ·(unless noted otherwise) 2x Rafters & Joists: DF-L #2 11 11 Posts & Beams: DF-L #1 " " Simple Span: Cantilevers: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Min. APA-Rated Sheathi~g, Exposure 1, Plywood or OSB (U.N.O.) Wood I-Joists: T JI/Pro 150,250,350,550 NER-200 LVL, PSL 1.9E Microllam, 2.0E Parallam -NER-481 Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: f c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, f m = 1500 psi per ASTM E44 7 -92 Mortar: Grout: Reinforcing Steel: Structural Steel: Welding Electrodes: Bolts: Soils: References: Type S Mortar Cement per ASTM C270-95, Min. f m = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. #4 & Larger: #3 & Smaller: 'W' Shapes: Plates, Angles, Channels: Tube Shapes: Pipe Shapes: Structural Steel: A615-60 Rebar: Sill Plate Anchor Bolts & Threaded Rods: Steel Moment & Braced Frames: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) ASTM A992, Fy= 50-65 ksi ASTM A36, Fy = 36 ksi ASTM A500, Grade .S, Fy= 46 ksi ASTM A53, Grade B, Fy=35 ksi E70-T6 E90 Series A307 _Quality Minimum A325 (Bearing, U.N.O.) Palos Verdes..En.ering Corporation· Consulting Structural Engineers 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 . Telephone (858) 759-2434 • Fax (858) 759-8324 J SHB T NO---=Z.=--__ OF ____ _ CALCULATED BY_,'f~"-=---DATE S"-ct-OL( CHECKED BY DATE. __ _ SCALE _________ _ ---------~----~ ~...,,..~ ·r- 1 I / r f •' / I l ( / i •' I ' \ ,. \ / i ' t " ' ': ' Palos Verdes E~-eering Corporation Consulting Stru al Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB '2-'1 -01.f • '\\7 .TNO 3 OF ____ _ CALCULATED BY J:s<.. DATE 5A.o'( CHECKED BY _____ DATE __ _ SCALE ___________ _ -:r- lt :::r ,.. -A IT ·---= :51!® @ \ ' l , ~·Palos Verdes En·· eering Corporation W-Consulting Struc al Engineers n--6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 2_ \ FLoofl. DL:. 30 r)f LL=--~O rsr ~( D fLDo<L FfLJ\H\MG f.u~ 8.o.~ P5F>( (~):Woo PtF <_;pl)__J: 10s' A~-1 .. r.~~= ~~z~"' soJ 9!'·\.\. 6 I :: ~~~~-:t~~~:: 17 z ~ ~ ~ ~ \1 ?:.z':>½-<,/,beo,< a.'-1'' S NO___:.'i ___ OF t; CALCULATED BY f'Sc... DATE-'-J.5-:'---- CHECKED BY DATE __ _ SCALE _________ _ Cl:) is'' wm\f 1( 2~''.or FJ(,, PALL-"' l 6oor:ir, L.1.1i);~') --7:'t~F-r PA1.1,.,t 41 o o:rr ~ z..100 + t~o,Y=36.Co :,r :~ Ci.} Fn; OK lb ':;UP~,zr it I > ) 5HEARWALL FER PLANS - &/6" dla. A.6. PER Sl-lR WALL SCHED. 4 EPOXY 4 51MP. BP&/6 W/ SIMPSON .,---ET-22 WI MIN. 4 1/4" EM6. IC60 4S4S .. --(E) CONC. 5LA6 FOOTING DETAIL ® ;, . - HOLDOUN ANCHOR DIA. PHD2 / 5/14TTII& &/8" Pl-IDS / 5/1-!TTII& 5>/8" FI-ID6 / 6/I-ID8 1/2-" Fl-!De / S/14D8 1/8" 51-!RWALL FER.PLAN SIMPSON 1-!DA FER PLAN - STUD SCREWS ED<::!E DISTANCE: <ed) eM6EDMENT 14-5D61/4x3 I 3/4" MIN. l!Z>" 14-5D61/4x3 13/411 MIN: IIZ>" 24-SD51/4x3 13/411 MIN. IS" 24-SDSl/4x.3 I 3/411 MIN. 15>" ALT, IF NEW FOOTING USE 55T624/W T!-IREADl=D ROD PER 1-!0LDOUN T A6Le (E) SLA6 (!:)FOOTING ~DA 1-lOLDOWN ® Palos Verdes Eng\iiering Corporation Consulting StructJII!. Engineers 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 --,----------- JOB 1~-o '-1.-'-i f/ SH.O ~ OF ____ _ CALCULATED BY ?>'-DATE S:,lO {if CHECKED BY ____ DATE __ _ SCALE _________ _ !2Jviou1t. C..E), ei:o 11 oF 3/s" smI Pi}uvo ~/ 8dc:b'1 V.:::. UD w~cf: l'SW~ Pil..01J1ot {N) SW l2«lo -s !1>1,P'ScAl ~r...iC.WAU:. '1.Jl}\}:: Z57.Dr;1/z.a::: .~~)Plf ·~ USE SiJ3z~,o 'LfA\L=-930 ~CJ'(.'1. Palos Verdes En·· eering Corporation Consulting S~c al Engineers JOB__.. _________ _ Sl--NO ____ OF ____ _ CALCULATED BY ___ DATE __ _ 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE ---Telephone (858) 759-2434 • Fax (858) 759-8324 · SCALE _________ _ :: - l.N) A3 ~ \v\ Slo'f. G-'.1\ ~-<: s~ tt\f 'I St/.. .AN&UL lv/ 'lz•t~ H.B. e Ls""-'' To 6-\ \ OBL 5roo. CN) 11. 11 P x } 6 11 Co.Mc... IPI 11\ER... tu/ 's-:it 3 VE.ti, .. t• ... l I• . TOFOF FOOT'G - i----posr FER Fl.AN 61MFSON ASA 1/2" dla. AS . .i EMS. MIN. 4 1/4" 4 EFOXY WI SIMF. ET-22 COLUMN PET AILE[) ,•. t• "' l <E> F'LYWD 51-!Tl-l'G: <E> 2x FI..R JOISTS (E) AS& FLOOR DETAIL 0 61MF60N STRONG: WALL PER PLAN 51MF50N 5D6 6CREW5 FER SCt-lEDUL.E ,.. .., 1 , .. SIMF&oN FC COLUMN CAF FOST FER FLANS FER FLANe SIMPSON EFC COLUMN CAF F05T FER FLANe POST-SEAM DETAIL® Palos Verdes .. Engineering Corporation Consulting Structural Engineers 6027-I Paseo Delicias • P.O. Box 221 I • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB l '\ · o ~' '1\ 7 SHEET NO 2. OF ____ _ CALCULATED BY fK DATE S'-'1-0t( CHECKEDBY ____ DATE __ _ SCALE __________ _ •••• --·-.._ ___ _ • • •••• ---• ••••• • • •••• u=- 00 1211 'f fltl?-; f I { \ \ J / r j ' t \ t l i I • •••• • • •••• •••• ' . •••• r l I I ( ) lt_® •••••• • • • • • • ••••• • ••••• ••••• • •• • • •••• •• •••••• • • • ••• Palos Verdes Engineering Corpor.ation Consulting Structural Engineers 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 7. I I © JOB 2."f ,01.f• ~"' SHEETNO "3 OF ------ CALCULATED BY fS"t.. DATE 5~'1-0"( CHECKED BY~~ ___ DATE __ _ SCALE ___________ _ ••••• • • • • • • • • • •••• ' . . ... . , .... 1]····. ! / y,( -.:t 1(. ::r I •••• • • •••• •• • • • •• • •• • • • • • •• •••• • • • ••• • • ••• • • •••• •••• • •••• ---J-. 31!:® ' I ( \ .. • ••••• • • •• •• • ••••• • • • • • • ••••• • • •••• • •••• • •• • • •••• • • • ••••• • • • ••• 6HEAR WALL PER PLANS S/811 dla. A.6. PER 61-IR WALL 6CHED. 4 EPOXY 4 61MP. 6PS/8 W/ SIMPSON ,,.---ET-22 W/ MIN. 4 1/411 EMe. IC60 4945. --(I:) CONC. 6LA6 (E) CONC. FOOTING: FOOTING DETAfL •••••• • • • • • • • • • • • • • •••• • • • •• • •••• • •••••• •••• • • •••• • ••••• • • ••• • •• •• • • •• • ••••• • • • • • • • •• • ••••• • • • • • •• • •••• • ••• • •••• • • • • ••• • • • • ••••• • ••• • • • • •••• •••••• • • •••• • ••• • •••• HOLDOI.LN ANCHOR DIA. FI-ID2 / S/I-ITTl6 S/8" FHDS / S/I-ITTIE> S/811 FHDb / S/HD8 1/8" Fl-IDS / 5/I-ID8 1/8" S!MFSON I-IDA FER FLAN •••••• • • • • • • • • • • • • • •••• • • • •• • •••• • •••••• •••• • • •••• •••• • • •• • •• • • • • . . . . • ••• • • • ••• • • ••• • • •••• •••• • •••• STUD SCREWS EDGE DISTANCE (Ed) EM6EDMeNT 14-SDS1/4x3 l .3/4" MIN. I~" l4-5D5l/4x.3 l .3/4" MIN. 1'2'" 24-6DSl/4x.3 1 3/4" MIN. IS" 24-5D61/4x3 l 3/4" MIN. I&" ALT, IF NEW FOOTING USE S5T6:24/28 TI-IRSADED ROD FER HOL.DOUN T A6LE (E) 5L.A6 (I:) FOOTING ~DA 1-tOLDOWN • ••••• • • • ••• • ••••• • • • • • • ••••• • ••••• • •••• • • • • ••••• •• • ••••• • • • ••• Palos Verdes Engineering Corporation Consulting Structural Engineers JOB ------------ SHEET NO ____ OF ____ _ CALCULATED BY ____ DATE __ _ 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 CHECKED BY DATE __ _ I : -· I '° 1), t ... , '-0 If I (I ·tj '·' ., 11 I ti \- - SCALE __________ ~_ l.N\A3S" WA Slof. CN\ S-< s..., 1/lf ~ $Tl.. A« tuLE. \v / 'lz 11 tj H.B. e ts 11.,.,, ro C>\ 1 nv.iL 5roo. on 11.11 P x Is'' co.Mc.. 1P1 nsr.~ 1.,,,,/ s-;r 3 Vfi-t2.1·~ •••••• • • • • • • • • • • • • • •••• • • • •• • •••• • •••••• •••• • • •••• • ••••• • • ••• • •• •• • • •• • ••••• • • • • • • • •• • ••••• • • • • • •• • •••• • ••• • •••• • • • • ••• • • • • ••••• •••• • • • • •••• •••••• • • •••• • ••• • •••• TOFOF FOOT'G; ...,_ __ FOST FER FLAN S>IMF'SON A6A l/211 d!a. A.6. • EMS. MIN. 4 114" '* EPOXY WI 51MF'. ET-22 COLUMN DETAIL® •••••• • • • • • • • • • .. • • • •••• • • • •• • •••• • •••••• •••• • • •••• • ••••• ••• • • • •• •• • • •• • ••••• • • • • • • • •• • • • • ••••• • • •• ••••• • ••• • • • •••• • • ••• • • • • ••••• • ••• • • • • •••• • ••••• • • •••• • ••• • •••• (E) PLYWD 5HTH'G <E> 2x FLR JOIST5 (E) A3E> FLOOR DETAIL 0 51MF50N STRONG WALL FER FLAN ® SIMPSON 5D5 6CFeW5 FER SCHEDULE •••••• • • • • • • • • • • • • • •••• • • • •• • •••• • •••••• •••• • • --··· •••••• • • ••• • •• •• • • •• •••••• • • • • • • • •• • ...... • • • • • •• ••••• • ••• • •••• • • • • ••• • • • • ••••• •••• • • • • •••• •••••• • • •••• • ••• • •••• _,, SIMFeoN FC COLUMN CAF FOST 6M FER FLANS 51MFeON EFC COLUMN CAF FOST •••••• • • • • • • • • • • • • • •••• • • • •• • •••• • •••••• FER FLANS FER FLANS POST -!3EAM DETAILED •••• • • •••• •••••• .... • • • •• •• • • •• • ••••• • • • • • • • •• • • • • ••••• • • •• ••••• • ••• • • • •••• • • ••• • • • • ••••• •••• • • • • •••• •••••• •••• • • • • ••• •••• JUL-06-2004 09:27 WHITE CONSTRUCTION Debbe From~ Tony Goulart CQ Date: 7/2104 Re: Ashbrook-Info I Details 760 931 1171 P.07/09 Memnine wall at Ashbrook was framed w/ 6" 25ga studs to stn.icture 24"o.c. and slotted slip track at top of wall and 5/8" drywcill both sides. Details for low wall support post and crossbracing are attached. 0-, C1Jol./ /J oJ !CJ{0Ltoct1 er, e;.) "-Cl) ISi 0. ,.-I t-,.-I ,.-I ,.-I ~ IS) \.0 c-- z 0 ..... ~ ln z 0 u w 1-..... ~ I \ 4 ~ 1E< SCREWS t .,:: ff OR WW> J.S SHOWN ~- TOP OE PMmlON 11\ ~ WAl1 l00N1, 'TRAC{\, ~ ~ I . ~~, Mf.Tlit »~E 'l\tOI ' sa:~RfiEJ EB ·ttSIDESOR i5 TEI( SCRE.VS WJ!,lLS WITHQ~_T_-~_EILING JOIST@ 10P Of. METAL STUD VUd.1. ~COM'T. lAACK) ~ SCHEDUl.r OR REFUECTED 0 . 1 FOR CBUN.G JOlsr SEE kl l"'f 'b ~ CEl!JNG ?l.AN8 I -. io - . ~ . . 1s,--0· MAX. ~ . . WA~LS WiTH CEfL\NG JO\ST 'El\ · (PLM VIEYI) · ~ ~ \ \ NOlE: WHERE Ol~ENSION EXCEEDS 20•· x 2~', ~ D~AIL 10/AO.S : ~ TOP OF WALL BRACING . '27. ~ • sr>IB~~ ~ I ~ t--, - ~~e c, [ID, ·· .. "· ... ., . ·. ~ .. ~}~ •,. . ·:.:. ,; ~:· .··•• ,,..• ':. !,·, -·· . .._.::.,: . ·.··. ·:!· , ' ... . :. ... 760 931 1171 ~ ..... f : . r. ···,l . . .·.-!r. P.09/09 35/8• X2S-~ sre.·TOP'TAACK· .. : ..... ;:· ·:.'(~~ .. ; :· \\." ---sis• <M.> 00.-. -.rf#/.-.··.: · ··.) · ~0e~s~T~; :-i:\. , u·-v,n iv=·...: .vr._ / . -· • • •• 'I,, -----3 S/8" X2S GA.'¥'(L.:S'TUOS.@.2~.-Q.C: NtAX}·_<· · ~h.: n. ··. it: 2. X2 1/ 4 •. ~--~ ~ AT END-g=:if"L;:- AN05'1>• ~t:~1~; ?° f~t ·: . -:T;rr-::_: 3 518' X20 ~-Mn.roNNER .:::·i TPACKW/ 5132• rowom · .. :') ACTUATE) F.INS @:.24foc'r.tiAX.··:_f 2 ANSPERTMCK.M!~:.( JC80 #.s·oo1 ) .... ·. ··.:. :[._: .... _: .. ,::·· :. ··-~· STH:L FlANGER.ATEW/ .112a 00\. "HILTI !<WIK ~;r .. @ ~-Y,-?°· 1~~-l<l30t 4627. · .-. .. . . .. ,! ---BASEfER~~tn:~ ··.< ------AOOJST1C $AlANr;:1'¥P .··:-. ----. -~ ANISH FtOOR~ ·.'.· ·:·}~\lt: ./. ..}f ,,'t~- .. : .. -:-. ... • ·,·:· . . ........ ,. ··o¾· .. r- .. -;. ,. : .·i· .. '· .. ~ .: .... -~·:, ...... , .. ,. TOT L · \ \ I I :._i I • ' r T ' ... STRUCTURAL CALCULATIONS For . . ASHBROOK COMMUNITY INTERIOR METAL STUDS Prepared For: SOLOMON INTERIOR DESIGN Prepared By: MOBAYED CONSULTING GROUP 7940 Silverton Avenue, Suite 208 San Diego, CA 92126 (858) 586-7855 * FAX {858) 586-7845 PROJECT NO.: 04054-1. l 0 DATE ISSUED: / 05/24/2004 y ~/1(-/o-/ REVISION DATES: --"/$ZS%\ MCC ,zszs7 MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858) 586-7855 FAX: (858) 586-7845 JOs_·_O_.t./<---=o;...-:5c;.__.<.,_LJ.._--L.As---.!..i!..L+-t,...L,.,g~&~e.~.1'=,t;;___,,__ __ _ SHEETNQ. ___ / ________ OF ~ -------;------ CALCULATED sy _ __.S==---H-L------DATE 0 (p / 6 ~ CHECKED BY __________ _ DATE ________ _ SCALE !GI \:, ~F~~~~~~~~~~~~~~~=:b.1 , . . ··: .. '""! ...... : ..... ·( ......... r ........ --,---,-...... -..;----,,---:--~ .. J ...... ..1. . .-.: .. ::· ..... ; ....... J .......... ; ......... . : : .. ·1·······:········ : : ' : .... ·:·····-.. =··· ···f······ . ··-:·······!· ... ...;_~~., ................. .. ' ....... :., .... : ....... ; ....... ] ....... : ...... i _, .... .:. ......... . --·-.,. __ ;I .. ,, -,-,-~-.. , ... ,.; ·-~----____ , ___ _;4_; ·-'a.I!-/ ~,x (&<12./j ; -' o 2./ c.,• =<) ; · /2 88' , oK . : ......... ; ......... f ... !·· .... ····\.· ..... _ ... ; .............. ,:· · ·· ··--_;--...... : ··· ... ·. · ··· ·E • ••• • • : : ; : .. i .i : ... ! i I : ·t· ....... ; .......... ; .... -··· :_ ......... : ...... ·····!·· .. ! ...... : ..... : ... l . . . ....... i . . .~ ......... i. .. .. : 1 ~ . ...... ,,,: ........ ',!·: ... :: .. ·.,i,r.-::·:·:.,l:t~ ;:: :: :r::rJ:-:i----~ : : -• ~c ;.: .. ::·:·.:.,,L.: ... :,.;: .. ·:::.::.-: ... ·:: .. ,.:.·.: .... _.~:: : .. · ...... : .. :.:·: :::· .. , .. :: <· ·· .. ~ ...... \· .... .. ; ...... i ....... -1--.... .. 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""!··--... :• ••• : ....... j ....... •:•"• ··t . ·+ ... : ..... : .... : ....... = ; : ; : : ! : . : . : .... , .. 1 ........ ~ ........ ! .. : i ! ; . : ! ! : ! ! : , . ,· .. r·· .. ; ......... l .... . . .. .... t ..... (· ... 1 ......... ( ... ··· l· . ..-i,. ........ r .... r·· .. ; ....... ··\ .. · · i .... + · ....... ; ...... . ......... : ......... : •.... : .... . : : : l : " • .... ·····;-· ..... ; ........ r ... ,. ..................................... . --;--_; -·t-.... Lr-! , r -I i -(- . .. ··?· ......... : ... 1 ··. ···~ ....... }···· .. ··~-...... -;-- : ; ; .................. ,:, ... :• · 1 · .. i · · ........ i ..... i i j : : • ...... : ........ 1 ...... 1 .J. ······!···· .. \ ...... ; . ··+ i : :·· ' .. a· .. T .. T ............. 1 .... .. -; .......... :. ... J ••• j .. ; ...... s. ..... . . . .. : .. ..... ·-·· .. . -:-.. . . . ·~. . .. ;. .. . . . " ' .. ··: ... i···· .~ .... . . i· ....... ~ . .. . i ·J···· .. ·· i j •. · .. ~ ,, I I Mtibayed Consulting Group 7940 Silverton Avenue Suite 208 San Diego, CA 92126 {T) 858-586-7855 / (F) 858-586-7845 Rev: 510302 User: KW-0602950, Ver 5.1.3, 22.Jun-1999, Win32 (c) 1983-99 ENERCALC Title: Dsgnr: Description : Scope: Pole Embedment in Soil Description ASHBROOK GLASS PARTITION POLE SUPPORT I General Information HMM WEE Allow Passive Max Passive Load duration factor Pole is Circular Diameter Restrained @ Surface I Summary I Moments @Surface ... Point load Distributed load With Surface Restraint ... Req'd Depth Pressure @ Base ... Actual Allowable Surface Restraint Force 200.00 pcf 1,500.00 psf 1.330 12.000 in 1,120.00 ft-# 0.00 2.616 ft 695.76 psf 695.76 psf 871.50 lbs ts@? &&WIS Applied Loads ... Point Load · distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral Job# 0¥o':;)"~ Date: 2:18PM, 16 JUN 04 i#ki 140.00 lbs 8.000 ft 0.00 #/ft 3.000 ft 0.000 ft 1,120.00 ft-# 140.00 lbs Page 1 SB ~) 11:J~ PALOS ~---VERDES • Engineering Civil nnci Structural Consulting Structural Calculations Tenant Improvement PREPARED FOR White Construction, Inc. 5937 Darwin Court, Suite #100 Carlsbad, CA 92008 PROJECT Ashbrook Comm. 1545 Faraday Avenue Carlsbad, CA 92008 May 11, 2004 PVEC File No. 24-04-417 6027-1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 858 759 8324 FAX ID~ PALOS ~-VERDES · • Engineering 6027-1 Paseo Delicias P.O. Box 2211 Rancho Santa Fe California 92067 pvecrsf@earthlink.net 858 759 2434 Civil ancl Structur0l Consulting 858 759 8324 FAX l o Design Criteria: Code: Timber: Glue-Lam Beams: Sheathing: Engineered Framing: Concrete: 20~1 California Building Code _ Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 ·(unless noted otherwise) 2x Rafters & Joists: DF-L #2 11 11 Posts & Beams: DF-L #1 11 11 Simple Span: Cantilevers: Grade 24F-V4 (DF/DF) Grade 24F-V8 (OF/OF) Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Wood I-Joists: T JI/Pro 150,250,350,550 NER-200 LVL,PSL 1.9E Microllam, 2.0E Parallam -NER-481 Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: f'c = 3000 psi .Concrete Block: Grade N-1 per ASTM C90-95, f m = 1500 psi per ASTM E447-92 Mortar: Grout: Reinforcing Steel: Structural Steel: Welding Electrodes: Bolts: Soils: References: Type S Mortar Cement per ASTM C270-95, Min. f m = 1800 psi @ 28 days. Coarse Grout w/ 3/811 Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. #4 & Larger: #3 & Smaller: 'W' Shapes: Plates, Angles, Channels: Tube Shapes: Pipe Shapes: Structural Steel: A615-60 Rebar: Sill Plate Anchor Bolts & Threaded Rods: Steel Moment & Braced Frames: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) ASTM A992, Fy= 50-65 ksi ASTM A36, Fy = 36 ksi ASTM A500, Grade 8, Fy= 46 ksi ASTM A53, Grade B, Fy=35 ksi E70-T6 E90 Series A307 _Quality Minimum A325 (Bearing, U.N.O.) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 2,o LoAOS 2_ \ FLooa.. DL::: 30 f)f LL=--~O rsr LiJ::; io,o P~f" (')')=Woo PIF s. pli.J: ,os' A~-l J~.b~:!.~.!:l~±L-:; ~ -s. z V\ i~ ~OJ 91"-\-6 I c" --'( =-~~ = 17 ZllA ~~ '4~ "s l5½-<-/,b eti ,< a.'-l '1 l.)5 [ L\ X \ ii --=-- JOB 2.1u,1.f-~\J SHEET NO 'i OF ;; ----- CALCULATED BY fSc.. DATE__,5" __ CHECKEDBY _ _,__ __ DATE __ _ SCALE _________ _ (._t) 15 11 tw\Oi i< 2.-"-t '' Of Ft& 'PALV l ()OO ?':,f 1i. LL"lTJl~'} ~ PALv: 41 o o.1t ')-.ZJ.oo ·+ 1s--ooc36CQ ~ :,,, Li} Fu; OK 1b '3Vf>P.06"' Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (:858) 759-2434 • Fax (858) 759-8324 JOB '2,.,'1-o 1-'·H/ SHEETNO ~ OF ----- CALCULATED BY }'>)C.... DATE s-;rn ·r't CHECKED BY ____ DATE __ _ SCALE _________ _ t2Jv-ioui l,()1 t;"-o 11 aF 3/s" smJ: R..~.o i.../ 8de6'' V.;:::. 2-.SD wl(,'l"c l~W~ t'iLOVIOt [N} S·W l.2J(ID -S !MPW 5reo~Q.WA.U: 1Jou:: 257..t.:/'1/Zl?s r!lt~)Plf ~ bSE SIJ3Z~ 10 tfA\L::. 130 ~C/'("'f. ----- <; ~; rri..c. f.D'::~~_! £ :: o:~z,~3 ,< 0 ,S-1:> l..'!O () t) I = ~~~-:A i7l& ~· ~ I .. 3ri ~ < / tf £<2..C,.e6," O.'-<S'1 , 11 U ~ fl.. ~ x. 5 -" 1 /'f '51l.-AM.1:t t.l ---~~ -