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1916 PALOMAR OAKS WAY; 150; CB001707; Permit
/ Cityöf,Carlsbad 06/16/2000 . .' Commercial/Industrial Permit Permit No: 0B001707 Building lnspctibn Request Line (760) 602-2725 Job Address: 1916 PALOMAR OAKS WY CBAD St: 150 Permit Type: TI Sub Type: INDUST Parcel No: 2120920500 Lot #: 0 Status: ISSUED Valuation: $251,000.00 Construction Type: NEW Applied: 05/03/2000' Occupancy Group: 28 - Reference #: •' Entered By: MDP Project Title: . M C SALES . '.- Plan Approved: 06/16/2000 7,650 SF OFFICE, 8110 SF WAREHOUSE Issued: 06/16/2000 Inspect Area: Applicant: . - -. .* Owner: . - MERRITT CANDICE .' CA-C4SSOCIATES L L C STE 175 ' -' C/OLAR'WO.ODWARD 4445. CEDROS AVE 9820 WILLOW CREEK RD #40 . . SOLANA BEACH CA 92075 D1EGA3 Ul 06/16/00 000101 0_61 858 794-3222 Total Fees: Due: $13,061.61 ' ($1,149.58 Building Permit '•-., ,jy1eter'Size Add'l Building Permit Fee $0.0'\ " Ad''ljl. v Plan Check I $747'231 '- Mtë Fee 1 Add'l Plan Check Fee . ' $0.00 SDCWA1 FeE r-s, & F4S ri.iE Strong Motion Fee '/ 1 Park Fee . - $0/00 1PLFP"(CFD Fund) cvI W52 nan L,neck uiscourit \ , U.UU LFM Fee INCORFie Taxi Bridge Fee ' 0.00 BTD #2 Fee Trafficjmpact Fee BTD #3 Fee s000'J tffl tD Fund) Renewal Fee croóI 6LEMZJransportatiKn Fee Add'l Renewal Fee • $000 PLUMBlNGTOTAL Other Building Fee $0.00 ELECTRICAL TOTAL Pot. Water Con. Fee $0.00 MECHANICAL TOTAL' Meter Size ' Master Drainage Fee: Add'l Pot. Water Con. Fee $0.00 Sewer Fee: Red. Water Con. Fee . $0.00. , -Redev Parking Fee: - ' , TOTALPERMITFEES U $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,898.00 $0.00 $2,627.75 $0.00 $0.00 $0.00 $110.00 $66.50 $0.00 ' $5,159.84 $0.00 $13,811.61 FINAL'APPROVAL . Date: ' Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' .You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. • . ,. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, - CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad,.CA 92009 (760) 438-1161 - - - FOR OFFICE USE ONLY - :PEMIT APPLICATION - PLAN CHECK-NO 60 ;!CITY OFCARLSBAD BUILDING DEPARTMENT . EStT VAL . . 2075 Las Palmas Dr, Carlsbad CA 92009 Plan Ck Deposit c-17 (760) 438"1161 - - 9. Validated By_- Date__________________________________ 41 PR0JEcTIM lION. . I1R1oM-s' 51 lO (AX flL$flD 2W8 t-S Address (include Bldg/Suite #) . . •. LBusiness Name(at.this addre sY, . 41 Legal Descri tion Lot No. Subdivislo Name/Numbe Unit.No. Phase No.-, ,.-otal # ou it c -c1o.ci1Ao...l ..y'Rti- *iiä .., r : .,:!50..00 'Assessor's Parcel # Exis in Use - .,, Proposed Use —' - - i1ot1ZZftNM- or . Descri ion of.Work -. . , - . -Q..FT. - - #of Stories # ofBedrooms # of-Bath- [21 oom rop- PMi -i CONJ-AC gk (O tr 1+- s.c 54I1S. 9Z2Z Name ,.,.- -- Address ' -- di xl tu xap - Tphne Fax PLICANLLir Agm for Cch f eName,,.., --- - - AIdr.x-- '' City State 71p Txxhrx- # &o SID CA 12A3 -- - -• Name Address City .St te Z p Ielxphc m P L. C.NTRRbPANØE . — . (Sec 7031.5 Business and Professions Code Any City or County which requires a permit to construct alter, umpruae demolish or repair any structure prir to its 4issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law fiChapter 9, commending with, Section 7000 of Division 3 of the BusinessandProfessions Co'dejor that-Pie is exempt therefrom, 'and the basis ,f or the alleged ,e emption. Any violatio of Section 7031.5 b any applicant for a permi subjects the a plicant to a civil penalt of not morethan five hundred dollars ($5001). VL tJfflE OLN S3O G U_CIh11Or.1 O S(31o,Sft4 cO1ck'2J2 (1V155-5a3s Name • Address's- •,, - '• City . -, StateIZip' - Telephone # St te Liceris # • Licne Class" g- City.Businss Licenae# oioa 4 I 4.1 * -63 44 -f s.ceos -5wD1o17 OLAN gAof, CZO7E Designer Name Name Address dity, State/Zip Telephone r State License # W IRKE SQMPENSATId$. Workers' Compensation Declaration: I hereby affirm under penalty of perjuryoneofthe.f Ploy. op dx lrations:• D have and will maintain a,certificate of ccensnt°toself-insure for orkersacompnsatioIi as proiided by Section 3700'of-the LaborCode, for theperformance tof ft work for which this permit is issued. I •have and-will maintain workers'compensation, asrequiréd by Section 3700. of the Labor Code; for the performance of the wãfk'fór vhich this permit i' issued My workers compensation insurance carrier and policy number are - . , - -.• lnsura7 Company L01It4i'J1A1:1 C11t414EfL4 fri. Policy No WN9g631°O2. Expiration Date_______________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$ 1001 OR LESS) ' o CERTIFICATE OF EXEMPTION I certify that in the performance of the work for..,which.,this'permit is isjued I shall not employ any person in any manner so as to beme subject to the Worke C pensation Laws of California WARNING: re o cur worker ' pensation coverage is unlawtul,'and 'shalrsubject an employer tö'crirfiin I pe4aItiésnd civil finesup to àne hundred thousand dollars 000) in addi to the cost of corn an on dams as provided for in Section 3706 of the abcode Interest and attorneys feaes SIGNATURL DATE' I hereby affirm that I am exempt from the Contractor's License Law for the following reason. j. 0 I s owner of the roperty 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 Lava does not apply to an owner-fpr'operta-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 m thebuilding 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) -, I as owner of the property am exclusively contracting with licensed s contractors to construct the project (Sec 7044 Busine1.ss and Professions Code The Contractor License Lawdoes not apply to an owner of p rc perty who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant totheContractor's License Law): - • • . .••••• -- - • • O I am exempt under Section - Business and Professions Code for this reason: '. •• -, V-:' • . -. - ' • a'' -: •' - P .1. (personally plan-to provide the major labor and materials for-construction of the proposed propertyimprovernerit. 0 -YES'ONO ., • -- • -- 2 1 (have / have n') signed an'application for a building permit for the proposed work - - - ¶ - 3. I have contracted- withthe following person (firm) to-provide the proposed construction (include name /-address'/ phone number! contractors license number): - - -- - • . . - . a , •,,-..- • ' , •: a, , - - 4.""i plan to provide portions the N4ol but I hive' hired the following person to câordinate, supeiise aid provide the major work (include name /address/ hone number / contractors license number) a ' - -5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated )In'cludenarn/address / phàre ndñer /type of work). ..._- •.------------ - - . -. ••••.. - - - ': -t - - .,''. •t 44 f" ' PROPERTY -0,WNER•SIGNATURE -• --.-- - - - - • -- - • • DATE - •"#-- - -- - - Is the applicant or future building occupant required to submit a business, plan, acutely hazardous materials registration form, or Ask managernent and prevention program under Sections 25505 25533 or 25534 of the-Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO air ,oll Is the applicant or future building occup in a pe ant required to obtamut from the i.tion controladistrict or air quality managemert district?,_( _YES C:] -No',,- Is the facility to be constructed within 1,000-feet of the outer boundary of a school site? 0 YES 0 NO F P a 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 OtHE ÔFFICEOF EMERGE CV SERVICESAND THE AIR POLLUTION CONTROL DISTRICT. • - - T-qcON IoNLENDINGAGENcyL - - - - '• - hereby -affirm that thereais•a-construction lending agericyforthe performance-of the w'orkfor which Thi'permit is ssijed (Soc, 3097(i)Civil Code)..' LENbER'SNAME ' -' "' - -- - '' 'a LENER'SAD6R6S • a- --: •! •' - -- I certify that I have read lic the appation and state that the m above inforation is correct and that the ma infortion4on the pIano is accurate. lgree to comply withall City'ordinances and 'State laws relating tó'building 'construction. • lahereby authorize rreCeritativès ofthe Citi- of'Carlsed -to, enterupon' the 'bve mentioned property for inspection purposes.. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY Of' CARLSBAD `AGAINST, ALL LIABILITIES, - JUDGMENTSCOSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST-. S416 tiff IN CONSEQUECEn OF THE GRANTING OF THIS PERMIT. - - - ,, .' .aa,' - •Fa, - , a -- a 1,.Ji4, a •\ - " -- • - • ' - - - OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height a 0 (A EXPIRATION: Every permit issued by the -Building Official under the provisiQnso(thi m 41 sCode shall' expire by limitation andbe6oaiiull'aha void if'the building or work authorized by such permit is r\commenced wi in 65 days from the da of such permitxor if the building or work authorized by such permit is suspended or abàidoned'at-any time after the cfrk is coAnrRenced - p o of 180 da tion 106.4.4 Uniform-Building Ccide) APPLICANT S SIGNATURE4 - _-_ a - DATE WHlTEf File YELLOW: Aplicànt ' PINK:Finahce ' - - (j - - • - -' -I City of Carlsbad Bldg Inspection Request ; L:: For: 7/26/2000 - Permit# CB001707 Inspector Assignment:. TP -Title: M C SALES Description: 7,650 SF OFFICE, 8110 SF WAREHOUSE Type: TI Sub Type: INDUST - Phone: 6198430646 Job Address: 1916 PALOMAR OAKS WY Suit: 150 Lot 0 Location: lnspector: I APPLICANT MERRITT CANDICE Owner: CA C ASSOCIATES L LC Remarks: - Total Time: Requested By: RESET FROM TUES. Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 140a -. 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection Histov Date Description Act Insp Comments . 7/25/2000 89 Final Combo * CA TP RE-SCHEDULE 7/25/2000 7/20/2000 89 Final Combo . CO TP 7/7/2000 44 Rough/Ducts/Dampers AP TP UNITS © ROOF 7/7/2000 89 Final Combo CO T NOT COMPLETE 7/5/2000 .89 Final Combo CO TP 7/3/2000 89 Final Combo • CA . PD 6/29/2000 84 Rough Combo NR TP 6/28/2000 14 Frame/Steel/Bolting/Welding AP TP T-BAR CElL 6/28/2000 17 Interior Lath/Drywall AP TP COMP - 6/28/2000 24 Rough/Topout WC TP •- 6/28/2000 34 Rou-ghr Electric • AP TP CElL LIGHTS 6/28/2000: 44 Rough/Ducts/Dampers -. AP TP DUCTS, PLMNS . 6/27/2000 84 Rough Combo CA TP . 6/26/2000 14 Frame/Steel/Bolting/Welding AP TP FULL HT WALL @ ELECT. - 6/26/2000 24 Rough/Topout WC TP 6/26/2000 34 Rough Electric AP TP FULL HT WALL @ ELECT - City of Carlsbad Bldg 4 - - Inspection Request tLUD-0 L: For 6/23/2000 Permit# CB00I107 Inspector Assignment: TO Title: M C SALES Description: 7,650 SF OFFICE, 8110 SF WAREHOUSE Type: TI Sub Type: INDUST Phone: 6198430646 Job Address: 1916 PALOMAR OAKS WY Suite: 150 Lot -0 Location: Inspector: APPLICANT MERRITF CAN DICE Owner: C A C ASSOCIATES L L C Remarks: Total Time Requested By PAUL - Entered By: CHRISTINE CD Description Act Comments - 14 Frame/Steel/Bolting/Welding 4 -tL 4d4 A,,atL_- 34 Rough Electric 60 ,t,D7L 4 Associated PCRs InsDection History Date Description Act insp comments 6/21/2000 17 interior Lath/Drywall AP TP 9FT WALLS ONLY • 6/19/2000 14 Frame/Steel/Bolting/Welding PA TP 9FT WALL ONLY OK 6/19/2000 24 Rough/Topout - WC TP 6/19/2000 34 Rough Electric PA TP OK @ 9FT WALLS ONLY 6/19/2000 44 Rough/Ducts/Dampers - WC TP - - -• • ' 5 4' CIty 01 Carlsbad Final Building Inspection Dept: Building Engineering Planning 'CMWD St Lite (fl' V Plan Check #: V V Date: 7/3/2000 Permit #: CB001707 - • Permit Type;- TI • V Project Name: M C SALES Sub Type: INDUST V Address: 1916 PALOMAR OAKS WY #150 V Lot: 0 - • Contact Person: PAUL LUTHER Phone: 6198430646 V V V Sewer Dust CA Water Dist CA Inspected Date Rspected Approved sapproved Inspected V V Date By: V Inspected: • Approved: Disapproved: Inspected • Date V By: V Inspected: Approved: Disapproved: V V Comments: • V V • V • V V - V - EIGT[ Corporation In Partnership with Government for Building Safety DATE 6/13/00 U =NT U JURISDICTION: City of Carlsbad U PLAN REVIEWER UFILE 'PLAN CHECK. NO 00-1707 SET III PROJECT ADDRESS 1916 Palomar Oaks Way Ste 150 PROJECT NAME: MC Sales TI 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 remaks below are resolved and checked, by building department staff. The plans transmitted herewith have significant deficiencies idehtified on the enclosed checklist 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 41 contact person. /1 LI The applicant's copy of the check list has been sent to: ' I - 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 #: . • S Date contacted (by ) Fax # Mail Telephone Fax In Person • • . REMARKS: City of Carlsbad to please attach the revised wall detail and note changes on page TI-1 made in red to the Citys sets of plans By: Doug Moody • • Enclosures: Esgil Corporation ,. . •• O GA • 0 MB. D EJ F1 PC • LOG . . ' , trnsmtl.dot 9320Chesapeake Drive, Suite 208' • San Diego, California 92123 • (858) 560:1468 • Fax (858) 5604576 ETGTFCorporation In Partnership with Government for Building Safety DATE: 6/7/00 JURISDICTION: Cityof Carlsbad PLAN CHECKNO.: 00-1707 SET: II PROJECT ADDRESS: 1916 Palomar Oaks Way Ste. 150 PROJECT NAME: MC Sales TI U APPLICANT U PLAN REVIEWER UF1LE El The plans transmitted herewith have been corrected wherenecessary and substantially comply with the jurisdiction's building codes. LI 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. Li The plans transmitted herewith have significant deficiencies identified on the enclosed check list and. should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Li The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: ' Candice Merrit 444S. CedrosAve.Ste.175, Solona Beach, Ca. 92075 Li Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Candice Merrit çí. ) Telephone #: 858-794-3222 ex 306 Date contacted: 6 k !c (by: -) - Fax #:-858-794-3220 MaiL"TIephone..— Fax-,-'in Person LI REMARKS By: Doug Moody Enclosures: • Esgil Corporation ' - El GA El MB [1 EJ [1 PC '6/1/00 • trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 001707 II .6/7/00 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-1707 PROJECT ADDRESS: .1916 Palomar Oaks Way Ste. 150 SET: II DATE PLAN RECEIVED BY . DATE RECHECK COMPLETED: ESGIL CORPORATION: 6/1/00 6/7/60 , REVIEWED BY: Doug Moody' . FOREWORD (PLEASE READ): This plan review is limited to th&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 MII 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. Please make. all- corrections on the original tracings and submit two, new sets of prints to: ESGIL CORPORATION. . .. . 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. The following items have not been resolved from the previous Ian 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. 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 frori this list? LJYes UNo City of Carlsbad 00-1707 II . 6/7/00 These following corrections are in response to items not fully addressed or as the result of information provided with the most recent plans. Please provide an elevation of the walls containing the columns include the dimension of the columns. Please provide design calculations to shoW the columns adequate to provide the required lateral support per UBC section 1611.5 3; Please revise detail 4 on D-1 to show the stud spacing to be a maximum of 16" per ICBO ES NO 4782 EsGil Corporation In Partnership with Government for fBui(iingSizfety S DATE: 5/12/00 D A LICANT JURI JURISDICTION: Carlsbad IJ PLAN REVIEWER - L3 FILE PLAN CHECK NO 00-1707 SET! PROJECT ADDRESS:. 1916 Palomar Oaks Way- Ste. 150 PROJECT NAME: MC Sales TI El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictions building codes. . • . jhe 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 checklist 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 forthe jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Candice Merrit cC-Ie-IS ci) 444 S. Cedros Ave. Ste. 175 Solana Beach, Ca: 92075 Esgil Corporation staff did not advise the applicant that the plan check has bean completed. Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Candice Merrit Telephone #: 858-794-3222 ' •.Date contacted: J 5)3 (by: p—) ' Fax #(-.$) 2z Mail LTlephonev Fax— In Person REMARKS: • . , - S • By: Mike Puckett Enclosures: Esgil Corporation LII GA ElI MB Eli EJ M PC 5/4/00 5 5 , trnsmtidot '9320 Chesapeake Drive, Suite 208 .• San Diego, California'92123 •' (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-1707 5/12/00 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 00-1707- OCCUPANCY: B/Si TYPE OF CONSTRUCTION: VN, ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: . DATE PLANS RECEIVED BY, JURISDICTION: 5/3/00 DATE INITIAL PLAN REVIEW COMPLETED: 5/12/00 - JURISDICTION: Carlsbad USE: Office/ Warehouse ACTUAL AREA: 15,760sf TI STORIES: HEIGHT: OCCUPANTLOAD: 119 TI DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/4/00 PLAN REVIEWER: Mike Puckett 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'buikling 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 Carlsbad 00-1707 5/12/00 S 1. The follOwing note should be given with each correction list: 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: -. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123,(858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted, directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. It appears that the existing exterior walls are concrete or masonry. Please provide design and calculations from a licensed Engineer or Architect for the opening in the existing exterior wall.. Show all detail's and findings from the calculations on the plans. ' 3. Please provide design and calculations from a licensed Engineer or Architect for the support of the roof mounted HVAC equipment for the weights over 500 lbs. as described in. the Mechanical equipment schedule. Show all details and findings from the calculations on the plans. , 4. Have the Engineer or Architect stamp seal and sign with expiration date the calculations and the structural sheet(s) of the plans. S 5• It appears that there is glazing adjacent to the new exterior door. Please show the glazing to be temperOd/safety glazing if glazing is as per the following location requirements: a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door, in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. P. P Carlsbad 00-1707 5/12/00 - Please revise all the partition details to show compliance with the gauge and maximum allowable height as per the ICBO listing requirements of ICBO '#4784P; The gauge is incorrect. Is the height in detail 2/D-1 really 29'-0" between the floorand the mezzanine above? Please show the height Of the wall shown in detail 4/DI, and that for the height to be shown that the size, type, gauge and spacing of the metal studs are per the ICBO report #4943 maximum allowable height limits. pleàsedetail the top track lateral support in the plan detail 31D-1 to the roof • structure above or alternate approved method. • If a room or area requires twoexits, only one exit may be through an intervening room. Section 1004.2.2. The stairway, exit from the 2' floor that is allowed to exit through the intervening room does not directly enter the intervening room, it enters into the space in front of the intervening room. Please revise ther plans to show the stairs enter into the showroom directly. Please show the use of the entry area. Is it to be a reception area or lobby? For exiting purposes reception areas or lobbies are not to be considered as intervening rooms. If this area is neither of those uses, then show that the wall between theentry and the showroom is 50% open so the entry and showroom can be considered one room otherwise the exit path leads through too many - intervening rooms. Please show on the door schedule that the new double doors leading from the open office to the fire rated corridor isa minimum 20 minute fire rated assembly. Please identify at the electrical panel locations shown on the plans which panel is located in the designated area. Please include the single line diagram as shown inthe 8 1/2 x 11 submittals on the electrical sheets of the plans. Please show the location and type of the circulatingair for supply air in the fire rated corridor. Fire rated corridors cannot be used to convey air to or from rooms, UMC Section 601.1. Return air óannot betaken from the fire rated corridor, UMC Section 402.4. Show the circulating air to be taken from an opening to the outside or duct and exhaust fan with smoke and fire damper penetration protection at the fire rated corridor wall or ceiling penetratiohs. Provide a note on the plans stating: "Penetrations of fire-resistive walls,floor-- ceilings and roof-ceilirgs shall be protected as required in UBC Sections 709 and 710." . Carlsbad 00-1707 . 5/12/00 - VALUATIONAND PLAN CHECK FEE, JURISDICTION: Carlsbad •, . PLAN CHECK NO.: 00-1707. PREPARED BY: Mike Puckett DATE: 5/12/00 BUILDING ADDRESS 1916 Palomar Oaks Way Ste 150 BUILDING OCCUPANCY B/Si TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA ( Sq. Ft.) VALUATION MULTIPLIER VALUE ($) TI 15,760 City Value 251,000 251,000 $ J Air Conditioning Fire Sprinklers TOTAL VALUE., 251,000 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $1,149.58 1 . I 1 1994 UBC Plan Check Fee U Plan Check Fee by ordinance $ 747.23 Type of Review E Complete Review LI Structural Only EIIII Hourly LI Repetitive Fee Applicable . LI Other: - • Esgil Plan Review Fee $ 5917.78 Comments Sheet 1 of -. macvaiue.doc 5100. PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 1 DATE ADDRESS ) /S RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER 1 • • PLANNER DATE______________ ENGINEER DATE (Sj2 / ••.• •• • J - DOcs/MISOrms/PIanrung Engineering AaDrovals • ENGINEERING DEPARTMENT. FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based building plancheok plan syDnittal. Address: ) I . Bldg. Permit No. —0 07 ' / \\\ Prepared by: Date: Checked by: 'a—Date: EDUCALCULATIONS: List types and square footages for all uses. Types of Use:. 7flfr- Sq. Ft/Units:,_ EDU's: U Types of Use: Sq. Ft./Units: / ( \EDU's: ADTCALCULATIONS: List types and square footages for all uses. \ . Types of Use: .0 Sq. Ft/Units: .\ ADT's: (1 Types of Use: Sq. Ft./Units: --ADT's: FEES REQUIflEP. WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District#iriced Traffic Impact Fee) .0 NO 1. PARK-IN-LIEUFEE PARK AREA & #: FEE/UNIT: . . X NO. UNITS: .. $ 2. TRAFFIC IMPACT FEE . .. . . ADT s/UNITS X FEE/ADT ZONE TRANSPORTATION ADT'S . X $10 . $ - 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1. 'vDlST.'#2 DIST. #3 . ' ADT's/UNITS: . _. X FEE/ADT: =$____________ El 4. FACILITIES MANAGEMENT FEE ZONE:________ UNIT/SQ.FT.: .i•X,k FEE/SQ.FT./UNIT: . =$___________ . . . e . 5. SEWER FEE . . PERMIT No. EDU's: 2- _ X. FEE/EDU:J99l BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: . X FEEIEDU:________ 6: SEWER LATERAL ($2,500) 7. DRAINAGE FEES PLDA : HIGH /LOW. ACRES: X . FEE/AC:_________ $ TOTAL OF ABOVE FEESx: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. L (/tJL7t \ S Carlsbad Fire Department 000127 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Date of Report: Requirements Categor,': Building Plan 06/02/2000 Reviewed by Name: Design Corp Address: 444 South Cedros Avenue Studio 175 City, State: Solana Beach CA 92075 Plan Checker: Job #: 000127 Job Name: McSales Bldg#—CB0007 Job Address: 1916 Palomar Oaks Wy Ste. or Bldg. No. 150 Approved The item you have submitted for review has been approved. The approval is based on plans, information and I 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. E] Approved The item you have submitted for review has been approved subject to the Subject to 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. 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications to. this office for review and approval. Review 1st 2nd 3rd Other Agency ID ED Job # 000127 ED File # . . . Carlsbad Fire Department 000127 .1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 05/12/2000 Reviewed by: Name: Design Corp Address: 444 South Cedros Avenue Studio 175 City, State: Solana Beach CA 92075 Plan Checker: Job # 000127 Job Name: McSales Bldg #: CB001707 Job Address: 1916 Palomar Oaks Wy S Ste. or Bldg. No. 150 El 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. Approved The item you have submitted for review has been approved subject to the• Subject to 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. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. S Review. • 1st 2nd 3rd • Other Agency ID FD Job # 000127 FD File # Rqiiirements Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments Provide details on the plans on how the smoke fire dampers are to be activated. If they are to be activated by single station smoke detectors provide manufacturers cut sheets and state fire marshal listing sheets with resubmittal. Show locations of smoke detectors on the electrical plans. q STRUCTURAL CALCULATIONS MC Sale T. I. for Carlsbad Crest Lot 41 2K-280 Sheets 1 thru 6 2685 OF vo~ PRIME STRUCTURAL ENGINEERS 16980 Via Tazon, Suite 260 San Diego, California 92127 Tel (858) 487-0311 , -. .- .-. ....- . .t. . . . - (J1) A ME , ENGINEERS 1 r11 1t./ 4f (V lev I 0/1 1_O s3B PRIME S1Aecmmm W:' MUMP.4 VCJ AVQ V sB05/29/00 flLfl Thu - 2K-260 s1p12v1s0b4148ThEA) ANALYSIS PRO8RAMs1p9v1s0b4148T (6.E.0)s0p10.00h12v0S0b3T SPAN LEN6TH: 8.00 ft (Simple Span) UNIFORM.LOADS (k/ft & It) ud vi XI — 12 0.026 0.040 0.00 - V 8.00 POINT LOADS ft & It) V Pd RI I 0.662 0.000 V 5.60 REACTIONS (k) V LOAD LEFT RIGHT V Dead 0.303 0,567 Live 0,160 0.160 Total 0,463 0.727 MAXIMUM FORCES V 0.727 k 8 8.00 ft Yd max = 0.567 k 8 .8.00 ft N cam = 1.556 kit 8 5.60 ft rid max = 1,287 k t S 5.60 It DEFLECT IUNS (El ;VjpA2 V LOAD Doll (in) I (It) Total 15821/El 4.25 Live V 3686/El 4.00 Dead 12060/El midepan Fox. Moment Lu = 1.00 ft Brace Spacinq = 1.00 ft Soy. Deflection Total L/240 Required El i552 tmnVS€ 4 x 6 820B Actual 3.5" x 5.5' Design per 1931 NDS V Douglas Fir-Larch STRESSES (psi) V Shear S V = 0.70 k 8 7.54 ft Fv = 95 1v 54 57 Fb' = 1137 lb 1058 93 X Live LDF = 1.00, Cf = 1.30 DEFLECTIONS (in) (E 1600 ksi) Total = 0.20 = L / 471 51 X Live = 0.05 = L /2022. 18 X Dead = 0.16 s3B VZ% ENGINEERS s313 ii ..,,,\ 1" 01305/29I00 -- . 2K-260 s1p12v1s0b414BTBEAH ANALYSIS PRO6RAMm1p9v150b4148T (6.60)sOpifl.00h12vOs0b3T SPAN LENGTH = 51.63 ft (Simple Span) UNIFORM LOADS • (k/ft & it) .d wi Xi - X2 0.104 0.126 0.00 51.63 POINT LOADS Ak t it) Pd P1 1 0.662 0.000 3,00 REACTIONS (k) LOAD LEFT RIGHT J G Live 3.252 3.252 Total 6.560 5:75 MAXIMUM FORCES V max 6.56 k 8 0,00 ft N max = 77.62 kIt 8 25.65 1t ' DEFLECTIONS (El = kW-2) LOAD Defl (in) X (It) Total 373271631E1 25.76 Live 20136941/El 25.81 Dc-ad 1719003.0/El midspan TOTAL Dell El L / 180 10845665 L / 240 14460887 L I 360 21691330 LIVE Defl El • L /240 7801236 L/ 360 11701854 L / 480 15602472 t PRIME STRUCTU RAL sB 114 o ENGNEERS s0605 I 29/00 2K-280 s1p12v1s0b4148TBEAM ANALYSIS PROGRAHs1p9v1s0b4148T (6.60)E.0p10.00h12V0S0b31 SPAN LENGTH = 39.00 ft (Simple Span) UNIFORM LOADS (k/ft & It) V wd vi Xl - X21- 0.104, 0.128 0.00 39,00 V POINT LOADS Ck & ft) V Pd P1 X 0.666 0.000 V 36.00 REACTIONS V LOAD LEFT RIGHT Dead 2.079 2.643 Live 2.496 2,4% Total 4.575 5.139 V MAXIMUM FORCES V V V max = 5.14k 8 39.00 It N max = 45.11 kIt 8 19.72 ft DEFLECTIONS (El kinA2) LOAD Defl (in) I (ft) ,Total 12401970/El 19.57 V V V Live 6662711/El 19.50 V Dead 5739070/El eidspan • V V TOTAL Dell El L I 180 4769989 . V L / 240 6359985 L/3609539477 . V V V V • LIVE Dell El . V V L / 240 .3416775 L / 360 5125163 V L I 480 6833550 MUC LA C;::: 1 s0805/23100 ENGINTL S313 J15 2K -280 s1p12v1s0b41481BEAM ANALYSIS PROGRAMs1p9vls0b4148T (6.60)s0p10.00h12v0s0b3T SPAN LENGTH 37.79 ft (Simple Span) UNIFORM LOADS (k/ft & ft) d w Xl - 12 0.104 0.128 0.(1,0 37,79 POINT LOADS tk & It) Pd P1 1 C) 01 000 34.79 REACTIONS (k) LOAD LEFT RISHT Dead 2.018 2.575 Live 2.419 2.419 Total 4.436 4993 MAXIMUM DRCES V eax . 4.99 k C, 37.79 ft M eax 42.42 ift @ 19.12 ft DEFLECTIONS (El = kin2) LOAD Dcii (in) I (it) Total 10952004/El 18.97 Live 5874784/El 18.90 Dead 5077029/El xidspan TOTAL. Deli El . . L / 180 4346954 . . L /240 5735938 L / 360 8693907 LIVE Dell El L / 240 3109009 L / 360 4663514 L / 480 6218018 £3It1 L040. i F A PRIME ____ S11UC11JRAL DATE: Zj ENGiNEERS EHT : P'F JES(t\J L0405 OOFI1V /2 ' PLyWOOP 2x4P, 24'0.C. :POL) 'o" Q.c PfkLEP ti&E CEILIN6 NiC. PaW 'LOA-9 L V LOAD* 22 PF 07 o8. 2.0 PSF 1 9.0 Fc F 20.0 pc ) (ADI7 ADPIT/O/V4L 2 0 E°" POTL)IE tCH (17 i7,O1' ; . . - - .... ......: STRESS ANALYSIS Job Number Job Name: . . . 97-0377 CARLSBAD LOT 41 - ROOF Location: Joist Cienpt,on: •. CARLSBAD, CA Short Span Crimp 24K2321128 Date Run: 3/11/98 .. Madc,., AS l Base Lgth: 112 I Working Length: 1/2 I Joist Depth: . 24.00 I Efectrre Depth: 23.01 I BC Pane! Length: 18 Special I Shape: Ir111 Chords Variable Left End Right End BC Panel 3-10 11-31/2 TC Panel 3-10 1-31/2 070 First Half 0-10 First Diag. 4-8 1-31/2 124.00 Depth 24.00 Loads [Uniform Load (ph) 232.0011 Concentrated Load TC @ 18-2 (Ibs) i,obo.00l rtional Shear in Webs 500.001 ITC Axial Load (lbs) 1 6,800.001 Stress Analysis Summary tnt. Panel TC: 32.00 Max Panel BC: 64.00 Reaction LE: • 4,907.54 Reaction RE: 1 4,860.13 Minimum Shear. 1,226.88 Max TC Comp.: 1 25,667.09. 1 26,470.72 Max BC Tension Member I TC Tension ITC Compresion BC Tension IBC Compresionj Web Tension Web Comp. Iweb Length PP Dist W2 1 0.001 11,528.95 0.00I 0.00' 10,752.11 0.00 49.65 0-2 W3 .0.001 11,528.95 10,293.21 0,001 0.00 4,863.29 25.09 3-10 W4 0.001 15,438.18 10,293.21 0.001 5,743.15 0.00 31.83 4-8 W5 . 0.001 15,438.18 16,868.55 0.001 0.001 5,154.66 31.83 6-6 W6 0.00 19,927.06 16,868.551 0.001 4,741.011 0.00 33.25 8-4 W7 0.001 19,927.06 23,050.411 0.001 0.00 4,853.77 41.05 10-4 W8 1 0.001 25,023.02 23,050.411 0.001 3,340.69 0:00 . 36.24 13-2 W9 0.001 25,023.02 26,470.721 0.001 0.00 2,639.57 39.41 15-6 W10 0.001 25,667.09 26,470.721 0.001 0.00 2,101.70 39.41 18-2 W1O 0.001 25,667.09 24,258.05 0.001 2,611.28 0.00 36.24 20-10 W9 0.001 22,017.29 24.258.051 0.001 0.00 3,645.47 37.81 23-2 W8 0.00 22,017.29 19,020.251 0.001 4,598.55 0.00 37.81 25-8 W7 0.001 16,550.19 19,020.25 0.001 0.00 5,551.63 37.81 28-2 W6 0.00 16,550.19 10,757.32 0.00 6,504.71 0.00 37.81 30-8 W5 0.00 10,327.21 10,757.32 0.00 0.00 6,172.42 31.83 33-2 W4 0.00 10,327.21 2,775.20 0.001 6,760.92 0.00 31.83 35-0 W3 0.00 10,327.21 2,775.20 0.00 0.00 5,229.63 23.01 36-10 W2 0.00 7.181.401 2,775.20 0.001 6,063.44 0.00 . 26.68136-10 Standard Verticals Member Position Max Tension Max Comp. Length Vi End Panel 0.00 650.34 23.01 V2 Interior 0.00 708.34 23.011 I . . $2T MATERIALDESIGN- - ' ..- •.- •...!• . Job Number Job Name: . -- " ' S Date Run:.-" . 97377 CARLSBAD LOT 41 - ROOF :-- . 3111198 J Location: - Joist Description: . =14a4c CARLSBAD,CA Short Span Crimp 24K232Ii28 I.,..A O.rf Chord Area Rx Rz RW '1' I Q Material TC[ 0.6254 0.6208 0.3951 1.2286 0.5603 0.2410 0.9522 232x2x.163. Bc 0.4437 0.4609 0.2946 1.0401 0.4324 0.0942 1.0000 1.1 = 1 112x 1 112x.156 ',.xiaI and Bending Analysis K: Fy: Fb: Mom of Inertia: Li 240: TL 180: Max Brdg TC: Ma-.a ridg BC: 1 too - 50,000.00 1 30,000.00 1 275.11 1 285.64 1 380.85 . 14-10 1/8 - 20-9518 Top Chord Check End Panel LE First Panel LE Interior Panel First Panel RE F End Panel RE Gap Between Chords: Length 44.00 10.00 32.00 22.001 1.00 13.50 Bending Load 232.00 - 232.00 - 232.00 :Max Load Fillers TC Axial Load [ 11528.95 - 25,667.09 - '27,597.93 7,181.40 Max Load no Fillers TC: fa 9,216.80 - . 20,519.52 - 5,741.16121,899.24 Maximum KLIr 70.88 - 51.55 - 34.17: Min Weld Len 2X 22,906.84 0.5000 Fa 20,083.11 . - 23,141.151 - F'e 29,722.57 - 56,194.231 - 3l573601:BCStress: lCm 0.9070 - 0.85391 - 0.9945.::: 29,831.95 Panel Point Moment 3864.06 - 1649.781 - 63921TcOALyy: '369.1158 178.81 BCL,Rz- Mid Panel Moment 2946.09 - 824.891 - PanelPointfb 1 11541.91 - 4927.88 - 1909.33 217.2474 [Mid Panel lb 3424.411 958.81 - 207.84 )Fillers 1 - 4 - 0 [Panel Point Stress 1 20,758.71 - - 25,447.401 - 7,650.49 [Mid Panel Stress 1 0.6165 - 0.9319)- 0.2580. I Web Desian Member I WebTension [Allow Tension I WebComp I Allow Comp Weld Qty Material W2 1 10.752.111 18.039.611 0.001 1,975.801 2.0x0.362 1 RH = round 7/8 W3 1 0.009,786.9314,863.29 5.298.181 2.9x0.113 I 1C=1112x1112x.113 W4 1 5,743.1516,183.571 0.00 1,472.421 3.5x0.109 1 '[10 =1x1x.109 W5 0.0010,781.2515,154.66 5,556.881 2.8x0.125 1 1E =1112x11/2 x .125 W6 4,741.016,183.571 0.00 1.349.871 2.9 x 0.109 1 10 =1x1x.109 W7 1 0.00_14,531.25)4,853.77 7,351.411 2.6x0.125 1 1202x2x.125 W8 3,340.69)6,183.57)0.00 1,136.08 2.1x0.109 1. 10=1x1x.109 W9 0.001 9,786.931 2.639.57 3,482.23 2.0x0.113 1 1C=11/2x11/2x.113 wio 0,00 8,906.251 2,101.70 2,170.68 2.0x0.125 1 18 =11/4x11/4x.125 W10 2,611.281 6,183.571 0.00 1,136.0812.0x0.109 1 10=1x1x.109 W9 -0.00 9,786.931 3,645.47 3,784.32)2.2x0.113 1 11C =1112x11/2x.113 [W8 4,598.55 6.183.571 0.00 1,043.8812.8x0.109 1 10 =1x1x.109 r_W7 0.00 14,531.25J 5,551.63 7,891.161 3.0x0.125 1 20=2x2x.125 W6 6,504.71 7,818.5j 0.00 2,084.79 4.0x0.109 1 15 =11/4x11/4x.109 LW5 0.00 13,309.921 6,172.42 6,901.30J 2.7x0.156 1 1J=1,1t2x11/2x.156 W4 6,760.92 7,818.57 0.00 2,940.651 4.2x0.109 1 15 =11/4x11/4x'.109 _W3 0.00 9,786.93 5,229.63 5,739.38 3.1x0.113 1 1C=11/2x11/2x.113 W2 6,063.44 18,039.61 0.00 6,845.29 2.0x0.204 1 RH round 7/8 Vi 0 650 2,813.02 2.0x0.109 1 10 =1x1x.109 ~6,183~*51 554 2,813.02 2.0x0.109 1 10lx1x.109 I ANAL Job Job Number: .. Job Name: - • . . -- -:---:.-- OateP.ijn:-..---. 97-0377 CARLSBAD LOT 41 - ROOF. -. . . . .. -• . ... . 3/7/98 1. Location: Joist Description:. :.-.. .. Mark CARLSBAD, CA Short Span Crimp 28K2321128 . J21 ase Length: I 1-11 1/2 151-7 Working Lengths 1/2 Joist Depth:. I 28.00 5 r26.'8 Depth: I BC Panel Length:I Special Panels Shape: IParallel Chords Variable Left End Right End .0 Panel 5-0 5-0 C Panel 3-10 3-10 list Half 0-11 3/4 0-11 3/4 28.00 list Diag. 5-1 1 3/4 5-11 3/4 )epth 28.00 ads ___________________________________________________ iniform Load -I 232.00j'Live Load 128.00 ;oncentrated Load TC @ 25-11 3/4 I 1,000.001 iAdditional Shear in Webs 500.00 C Axial Load 6,80'O.00 'nitarm TC: - .32.00 Uniform 8C: 0.00 Reaction LE: 6,488.50 Reaction RE: 6,488.50 Minimum Shear 1,622.13 Max TC Camp.: 39,428.38 Max BC Tension 40,311.06 Member TC Tension ITC compresioni BC Tension IBC Compresionj Web Tension I Web Comp. Web Length PP Dist W2 0.001 14,923.081 0.001 0.001 15,622.981 0.00 63.91 10-2 vis -- - oaol 1.4,659.41 0.001 0.001 0.00 957.54 30.2813-10 ..,. - - - MATERIt'DES,GN Job Number Job Name: 97-0377 CARLSBAD LOT 41 ROOF 317/98 Location: - Joist Description: CARLSBAD, CA Short Span Crimp 281(2321128 . ...Madc J2i'j chord Properties Chord Area Rx Rz Ryy y I Q Material TC 0.8742 0.6113 0.3918 1.2455 0.5852 0.3266 1.0000 282x2x.232 E~q BC 0.6730 0.6189 0.3944 1.2318 0.5650 0.2578 0.9808 24=2x2x.176 xial and Bending Analysis 9ending Load: 232.00 . I Fy: 50,000.00 .130,000.00 lFb: . lMom of Inertia: (548.86 ILL 240: (223.55 lii- 120: I (298.06 jis-o Max eridg TC: 5/8 I Max Biidg BC: 124-7 5/8 Top Chord Check End Panel LE I First Panel LE Interior Panel First Panel RE End Panel RE Gap Between Chords: I _ength 1 44.061 25.75 30.00 25.75 44.001 1.00 Bending Load Vial Load 232.00 14,923.08 - - 232.00 3942838 - - 14,923.08 232oo)1 41,550.79 Max Load R1letsTC: Max Load no Fillers TC: a 8,535.51 - 22,551.74 - 8,535.511 33,477.88 1aximumKUr j 112.311 - 49.08 - 112.31 jMin Weld Len 2X 0.5000 :a 10,655.661 .- 24,493.71 - 10,655.66 28,821.621 - 61,998.50 - 28,821.62 (BC Stress: 1 0.91121 - 0.8545 - 0.9112 129,947.72 aneI Point Moment id Panel Moment I 3419.151 I 3125.26( - - 1450.00 - 725.00 - - 73125.26 3419.1511 TCOAURyy: 497.3783 BC LIRz: anel Point fb 7404.701 - 3140.20 - 7404.70 i 1167.3450 lid Panelfb 2799.631 - 649.46 - '2799.63 illers I o - 8 - 0 anel Point Stress I 15,940.211 1 25,691.94 - 15,940.21 lid Panel Stress I 0.92181 - 0.9498 - 0.9218 1 Ity Web Tension Allow Tension Web Comp I Allow Comp I Weld I Material 1 15,622.98 23,561.94 0.001 2,021.351 2.0x0.526 1 RM = round 1 1 0.00 14,531.25 61428.13 8,292.691 3.5x0.125 12072x2x.125 8,022.18 8,906.25 0.001 2.066.991 4.3 x 0.125 118 = 11/4 x 1/4 x .125 0.001 14,531.25 71152.49 7,463.9811 3.9 x 0.125 120 = 2 x 2 x .125 1 . 5,697.69 5,183.57 0.001 1,143.171 3.5 x 0.109 110 =1 xi x.109 1 0.00 14,531.25 5,587.041 7,463.981 3.0x0.125 202x2x.125 1 5,165.11 6,183.57 0.001 735.081 3.2 x 0.109 10 = 1 x 1 X.109 1 0.00 11,848.68 3,673.71 3,975.97 2.0x0.138 1G = 1 1/2 x 112x.138 1 2,804.01 6,183.57 0.001 914.671 2.0 x 0.109 10 = 1 x 1 x.109 1 0.00 9,786.93 2,432.331 3,31 5.88 2.0.x 0.113 1C = 1112 x 11/2 x .113 1 0.00 9,786.93 2.432.331 3,315.881 2.0 x 0.113 1C = 1112 xl 112 x.1 13 1 2,804.01 6,183.57 0.001 914.67 2.0 x 0.109 10 = 1 x 1 x.109 1 0.00 11,848.68 3,673.711 3.975.971 2.0x0.138 11G = 1 1/2x 1 1/2x.138 1 5,165.11 6,183.57 0.001 735.081 3.2 x 0.109 110 = 1 x 1 x.109 1 0.00 14,531.25 5,587.04 7,463.981 3.0x0.125 120=2x2x.125 1 5,697.69 6,183.57 0.00 1.143.171 3.5 x 0.109 10 = 1 x 1 x .109 1 0.00 14,531.25 7,152.49 7,463.98 3.9x0.125 202x2x.125 1 8,022.18 8,906.25 0.00 2,066.99 4.3 x 0.125 18 = 1 1/4 x 1 1/4 x.125 1 0.00 14,531.25 6,428.13 8,292.69 3.5x0.125 202x2x.125 1 15,622.98 23,561.94 0.00 2,021.35 2.0 x 0.526 RM = round 1 1 01 6,183.57 958 1,616.94 2.0x0.109 10= lxi x.109 1 01 6,183.57 - 777 2,056.551 2.0 x 0.109 10 = 1 x 1 k.109 7777777 Hazardous Materials SAN DIEGO REGIONAL HAZARDOUS MAERIALS QUESTIONNAIRE Management Division Business Name Contact Person Telephone MCEU3 C. 9405100 Mailing Address City State Zip Plan Filet 1619 ? Cr Q1- 9aoog Site Address City State Zip Plan Filet PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophoncs 10. Cryogenic. 13. Corrosives Compressed Gases S. Organic Peroxide. S. Unstable Reactive. 11. Highly Toxic or Toxic Materials 14. Other Health Hazards Flammable or Combustible Liquids S. Oxidizers 9. Water Reactive. 12. Radioactives RT I OFFICE USE ONLY If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Telephone (619) 338-2222 prior to the issuance of a building permit. FEES MAY BE REQUIRED Yes No Is your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Waste in any amount? gWill your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Acutely Hazardous Materials? 0 RMPP Exempt Date Initials RMPP Required Date Initials 0 RMPP Completed Dote Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yeè, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 694-3307 prior to the issuance of a building permit. YES NO =1 rVi"Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1.000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? Briefly describe nature of the intended business activity: ICY Sftr5cftS + 5f . , - Name of Owner or Authorized Agent: t' wc m üi 'ai-mis /c' I-1Ee -i1 c'c ccZ Signature of Owner penalty of prjury that to the best of my knowledge and belief the responses made herein are true and correct. Date: Do not write below FIRE DEPARTMENT OCCUPANCY ClASSIFiCATION:____________________________________________________________________ BY Date: EXEMPT FROM PERMIT REOUIREM04TS COUNTY-HMMD APCD APPOvW FOR BUILDING PERMIT BUT NOT OCCUPANCY COUNTY-HMMD APCD APPOVEO FOR OCCUPANCY COUNTY-HMMD APCD Eavirnjmia1 Hca1th Services . COUCIy Of San Diego DHS:I{M-9171 (6/92) Depart of Hcab Servicca