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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB072806; PermitCity of Carlsbad • . ,i. , .,. 1635 Faraday Av Carlsbad, CA 92008 01-04-2008 Commercial/Industrial Permit Permit No: CB072806 Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Tl · Sub Type: INDUST Parcel No: 2120702500 Lot#: 0 Status: Valuation: $9,216.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: CALLOWAY-512 SF CARPORT FOR 4 Plan Approved: DISABLED PARKING SPOTS FREE STANDING STEEL FRAMED Issued: Applicant: PACIFIC BUILDING GROUP STE 150 9752 ASPEN CREEK CT SAN DIEGO, CA 92126 858-552-0600 Building Permit Add'I Building Permit Fee Plan Check Add'I 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 $108.75 $0.00 $70.69 $0.00 $0.00 $1:94 $0.00 $0.00 $0.00 $0.00 · $0.00 $0.00 $0.00 $0.0'0 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: . CALl:..AWAY GOLF CO C/0 DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic·lmpact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer.fee Redev Parking Fee Mditional Fees HMP. Fee TOTAL PERMIT FEES Total Fees: $181.38 Total Payments To pate: $181.38 Balance Due: ISSUED 11/06/2007 RMA 01/04/2008 01/04/2008 $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 ?? $181.38 $0.00 BUJLDING PLANS ~IN S'l'Ok.Aut--- _ATTACHEn ~e.J Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes th.e "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, rev.iew, 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 i x i n . f hi h h r i I ·v Tl imil hi r hi h h f limi i n h r vi I herwi City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-:2717 j).,2718/-2719 Fax: 760-602-8558 Building Permit -Application JOB ADDRESS '2 \ '8 0 ~~€;«..~~ \2--0A,O Plan Check No. Est. Value Plan Ck. Deposit Date I{ (p APN --- CT/PROJECT# LOT#' PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR, 1YPE OCC. GROUP DESCRIPTION OF WORK: AOA EXISTING USE CONTACT NAME (If Different Foin App//i:ant) ADDRESS CITY PHONE EMAIL PROP~,:V OWNER NAM!; _L.A. L\..~A-"-( ADDRESS PROPOSED USE \'Ma--'?l~t-.. STATE FAX 2-I 80 ~ -nl-€::f..~ti--0 ~tiA-0 CITY STATE • I'"' A ~L.~ SA-0 . ~ PHONE FAX ,.~o 't~\ EMAIL ARCH/DESIGNER NAME & ADDRESS ZIP GARAGE (SF) ZIP 9'2..-0o.8 C,At,\,AvJM-f G,.o'--~ t.{ H AA! 0 l CAP fGO PATIOS (SF) DECKS(SF) FIREPLACE YESD #_ NOD APPLICANT NAME PA-C-1. e,c. J:.u 1-0 c ~,,_ ADDRESS °trs?..., ASP&--:i CITY STATE s~ -C-4 PHONE . FAX 8"5'8 5"'51.. o~oc , EMAIL CONTRACTOR BUS. NAME AIR CONDITIONING YES D N0)6 ZIP :A.'-<\~c. -~1:A~\..Dt~<-C.:~v-P ADDRESS ' '1 "f s "2-k',.{)~ C-(2,.,_~ c..,.c_. CITY STATE ZIP SAA ''D\. GCA 0 (..,\ PHONE , FAX ~610 5~2.-0:0'06 EMAIL STATELIC.#, CLASS Cl1Y BUS. UC.# FIRE SPRINKLERS YES D NO~ $(ML'(\-\ CoN"-""1..,l~C..~Uh,.,-~~ S.0'2.-~'::J-(o (3. c..-1. C.-'7 12 0-=1-\.\ 3 s- (Sec. 7031.5 Business and Professions Code: Any City or Countr. which requires a · ficensed J!Ursuant to the provisions of-the Contractor's license Law {Chapter 9, c Section 7031.5 by any applicant for a permit subjects the applicant to a dvi! pena ty o construe~ alte~ improve, demolish or re any structure1 prior to its issuance, also requires the applicant for such permit to file a signed statement that he is with Section ,000 of Division 3 of iness and Pioiessions Code} or that he is exempt therefrom, and the ball! for the alleged exemption. Any violation of more than five hundred dollars {$ . . . · · tfui@film'&© <<' ,, ~ ' , < , , Workers' Compensation ,Declaration: / hereby affirm under penalty of perjury one of the following declarations: r:J 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. ~ I hav~ and will maintain workers' compensation, as required by Section 3700 oflhe Labor Code, for.the performance of the work for which this p~rmit is issued. My workericompensation insurance carrier and policy number are: Insurance Co. Se6 . A:-ct:A<-:'.*:6:9 Policy No. ______________ Expiration Date _____ ~---- This section need not be completed if the permit-is for one hundred dollars ($100) or less: . , · r:J 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 pecome subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to.the cost of compensat(o , rovided for in Section 3706 of the Labor code, interest and attorney's fees. , LS CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's ticense 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). 'p{. 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. O Yes D No 2, I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted·wi_th the following person (firm) to provide the proposed construction (include name address /-phone I 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 I address / phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hir d) the following persons to provide th~ work indicated (include name/ address / phone/ type of work): LS PROPERTY OWNER SIGNATURE , ~.®@aii!:.@:ii:J': ' 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? D Yes $iNo . 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 jiJ.No Is the facility to be constructed within 1,000'feet of the outer boundary of a school site? . , D'Yes 'ill,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. ' ~~~?til~~iJ~(.!r::~:~. I certify that I have read the application and state that the above lnformatipn js 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.· U,ereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY 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 permitissued by the Building Official under the provisions of this Code shall expire by limitatiori and become null and void if the building or work authorized by such permit is not commenced within 180 days 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 woll< is commenced for a pertocf of 180 days (Section 106.4.4 Uniform Building Code). LS APPLICANT'S SIGNATURE, DATE \ ) City 'of Carlsbad Bldg Inspection Request For: 08/29/2008 Permit# CB072806 Inspector Assignment: PD Title: CALLOWAY-512 SF CARPORT FOR 4 Description: DISABLED PARKING SPOTS FREE STANDING STEEL FRAMED CANOPY --- Type:TI Job Address: Suite: Sub Type: INDUST 2180 RUTHERFORI;) RD Lot: 0 Phone: 858J2. Inspect.,& Location: APPLICANT PACIFIC BUILDING GROUP Owner: CALLAWAY GOLF CO Remarks: Total Time: CD Description Act Comments Requested By: GARY Entered By: JANEAN 19 Final Structural _te_ ______ _ 29 Final Plumbing L-- 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR00003 ISSUED PCR01025 ISSUED PCR07105 l~SUED NEW SEISIMIC CALCULATIONS; CALLAWAY-REV FLOOR/CEILING; ANCHORS -SEISMIC CALLAWAY GOLF; MECHANICAL REVISIONS PCRQ8067 ISSUED CALLAWAY-DEFERRED SUBMITTAL; PARKING STRUCTURE STAIRS Inspection History Date Description Act lnsp Comments 08/14/2008 14 Frame/Steel/Bolting/Welding AP 'TP 08/14/2008 19 Final Structural NR 'TP need parking comp. 08/01/2008 11 Ftg/Foundation/Piers AP PD 3 POLE FTGS 07/02/2008 11 Ftg/Foundation/Piers CA PD WANTS PERMIT EXTENSION ; ' DAILY REPORT w CHRJSTIAN WHEELER ENGINEERING U~less no.tea o!heryise,~e work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. c,... / ,· ~7 . 1• IJ' .-"--· ~ ,r· 1 -r .... ' -;r I ,., .1 .,./. 1' • ; /JJ --~-,,,, ·)· ·./.--:,,.~~,-~··t. ,...--,.,..---I r '.JI f t-.,v' J 1/ J ..... .....-~l------7 1 .,...,,,.. lnspe~~/Te;hnici~n,J·~ign~1f · ,_.,/ --==' 'Reg/ Superinte~~gnature ~ , \ .a (1 1 \ / 1, l 1 , i : I [ f f l i , J --• I: ·1 • .r lnsp.c?or Techh(ci~n (#"rint or T pe) -l-925 :Vfercury Street+ San Diego, CA 92111 t 858-496-9760 + ~ F.-\X 858-•t96-9758 (~ -· / -(,JJ ( ., Date Carlsbad 072806 12/20/07 t DATE: 12/20/07 JURISDICTION: Carlsbad PLAN CHECK NO.: 072806 EsGH Corporation In <.Partnersliip witli (}ovemment for <Buififing Safety SEr: II PROJECT ADDRESS: 2180 Rutherford Rd. PROJECT NAME: Disabled Accessible Parking Shade Structure DfPLJ~ CEl}URIS~- 0 PLAN REVIEWER D FILE 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 below are resolved and checked by building department staff. 0 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: Smith Consulting Architects 12220 El Camino Real, Suite 200, San Diego, CA 92130 D Esgil Corporation staff did n<>t 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: Smith Consulting Arch. Telephone#: (858) 793-4777 Date contacted: ~ \L,, (by: ) Fax #: (858) 793-4787 Mail Telephon~YFax In Person ~ REMARKS: f)( City to verify that the revised location of the shade structure is approved by Planning s\.cbne complete set of approved plans is attached. The additional replacement sheets must .be incorporated into the city set of plans to make an approved 2nd set of plans. By: Chuck Mendenhall Esgil Corporation D GA D MB D EJ D PC Enclosures: Walk In ; EsGil Corporation In Cl'artnersliip witli government for (}3ui{aing Safety DATE: 11/16/07 JURISDICTION: Carlsbad PLAN CHECK NO.: 072806 PROJECTADDRESS: 2180 Rutherford Rd. · SET:I ~NT ~ D PLAN REVIEWER D FILE PROJECT NAME: Disabled Accessible Parking Shade Structure D The plaris 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. [g] 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 th~ check list is enclosed for the jurisdiction to forward to the applicant contact person .. [g] The applicant's copy of the check list has been sent to: Smith Consulting Architects · 12220 El Camino Real, Suite 200, San Diego, CA 92130 D Esgjl Corporation staff did not advise the applicant that the plan check has been completed. [g) Esgil Corporation $taff did advise the applicant that the plan check has been completed. Person contacted: Smith Consulting_¥t, . Telephone#: (858) 793-4777 Date contacted:! If I q (01(.ry/--1:13) ~ F~x #: (858) 793-4787 Mail Telephone /Fax/ In Person D REMARKS: By: Chuck Mendenhall Esgil Corporation D GA D MB D EJ D PC Enclosures: 11[8/07 9320·Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 '-ca~fsbad. 072806 11/16/07 : ' ,. PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 072806 OCCUPANCY: -S4 TYPE OF CONSTRUCTION: II N ALLOWABLE FLOOR AREA: 30,000 SPRINKLERS?: No -REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/16/07 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Vehicle Parking cover ACTUAL AREA: 840 STORIES: one HEIGHT: 9'-6" OCCUPANT LOAD: 5 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/8/07 PLAN REVIEWER: Chuck Mendenhall 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 oh regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Rlanning 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 2001 CBC, which adopts 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 Bµjlding 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. Carlsb~il 07~806 11/16/07 , Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciai/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. Architectural part of the plans shall be signed by the California state licensed engineer or architect. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Clearly show the distance between the proposed shade cover and the existing tilt up concrete building. Clearly dim·ension building setbacks from all adjacent buildings and structures on the site plan. 3. When a new building is to be erected on the same property as an existing-building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria of Table 5-A and Chapter 6. Section 503. 4. The exterior walls less than 10 feet to an assumed property line, shall be one fire-rated construction. Section 503. 5. The exterior wall of existing bldg shall have protected openings (3/4 hour) when closer than 1 0 feet to an assumed property line between the shade structure and existing bldg .. Section 503. END OF REVIEW To speed up the-review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. .-' I f.,.,·-., Carlsoad Q.72806 11/16/07 t ' VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 072806 PREPARED BY: Chu.ck Mendenhall BUILDING ADDRESS: 2180 Rutherford Rd. DATE: 11/16/07 BUILDING OCCUPANCY: S4 TYPE OF CONSTRUCTION: II N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Shade.Bldg 940 City Est Air Conditioning Fire Sprinklers . .. TOTAL VALUE Jurisdiction Code cb By Ordinanc.e Bldg. Permit Fee by Ordinance . 1..-1 Plan Check Fee by .ordinance I • I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee =8 Repeats Comments: D Other 0 Hourly '---------~'Hour* Esgil Plan Review Fee ($) 9,216 9,216 $108.751 $70.691 $60.901 Sheet 1 of 1 macvatue.doc .,, ', BUILDING PLANCHECK CHECKLIST cs07dfjoG .PROJECT DESCRIPTION: -~..!,;:l_~"-1-:~=-~~---4-~~::::.:::::=.=--41-,~~~~..:::~ ( V ASSESSOR'S PARCEL NUMBER: / ENGINEERING DEPARTMENT · APPROVAL The item you have submitted for review has been · approved. · The approval · is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be · reviewed by · this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report'· can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please · t · attached report of deficiencies marked wit . · Make necessary corrections to plans or specificati , s for compliance with applicable codes and stan ards. Subm_it corrected plans and/or specifications to ~his office for.review. By: Date: FOR OFFICIAL .USE ONLY GIN.l;ERING AUTHORIZATION t0.ISS0Ei$U.ILl;>ING·R):R~IT: -. . . · 0 Dedication Application D Dedication Checklist 0 Improvement Application D lmpro".'ement Checklist ' D Neighborhood Improvement Agreement D Grading Permit Application 0 Grading Submittal Checklist D Right-9f-Way PermitApplication O Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist · ··o··,t · · '1 ':,a,e: ' n . ' :~ ---~" Name: ENGINEERING DEPT. CONTACT PERSON . JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 FaradayAv.enue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION. Parcel Map f'.'lo: Lots: Recordation: Carlsbad Tract: ·~u1Lo1N<,i~~a:m~o¢..venue • Carlsbad, CA 9200i3-7314 • (7~0) 602-2720·e FAX (760) 60~i.,g~ / BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2ND . 3RD D D D 1 : Provide a fully dimensioned site plan drawn to scale. Show: D D D A North Arrow F. . Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines E. Easements I. Existing or proposed water servic~ J. Existing or proposed irrigation se.rvice 2. Show on site plan: A Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. . 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. · Existing & Proposed Slopes and Topography . . , c: Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are .an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards .. 3. Include on title sheet: A Site address B. Assessor's Parcel Number C. Legal Description For· commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION BUILDING PLANCHECK CHECKLIST 1 sr. 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE ' D D D 4a_. Project does not comply wi~h the following Engineering Conditions of approval for Project No. _____________________________ _ D O D. 4b. All conditions are in compliance: Date: .... -_________ _ D D ·D D D D F:IBUILOING PLANCHECKCK~ST FORM.doc DEOICATION REQUIREMENTS 5. Dedication for all street Rights.:of-Way adjacent-to the building site and any .storm drain or utility easements on the building site is required for all new buildings ·and for .remodels with· a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40,030. Dedication requfred as follows: ____________________ _ · Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description togetherwith an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed -application · form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication.·9ompleted by:_______________ Date: __ ......,..._ IMPROVEMENT REQUIREMENTS 6a_. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the · _construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section · 18.40.040.- Public improvements required as follows: ____________ _ Attached please find an application form and submittal checktist for the puplic improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached ct:,ecklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 Rev. 7/14/00 ' ,~. D D D D D D D D D D D. D D . (J BUILDING PLANCHECK CHECKl,..IST checklist must be. submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. · Improvement Plans signed by:_. --------.....--· Date: ___ _ • I • 6b. Construction of the_ public improvements may be deferred pursuant to Carlsbad Municipal Code -Section 18.40. Please submit a recent property title report or current. grant deed on the property and processing fee of -$430 so we may prepare the necessary Neighborhood Improvement Agreement. .-This agreement must be signed, . notarized and approved by the -City prior to issuance_ of a· Building permit. Futt1re. public improvements required as follows: . . 6c. Enclosed please find your Neighborhood Improvement Agreement. _Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or· defective improvements found adjacent to building site must be repaired to the satisfaction· of the City Inspector prio_r to occupan·cy._ GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.01_0 of the Municipal Code. 7a. Inadequate information available on Sit~ Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must-be included on· the plans. 7b. Grading Permit required. A separate grading ,plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: · The Grading Permit must be issued· and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector s·ign off by: Date: -'"--___ _...... ___ _ D D . 7 c. Graded Pad Certification required. (Note: Pad certification may be required even if a-grading permit is not required.) F:\BUILDING PLANCHECK ckLST FORM.doc 4 Rev. 7/14/00 . ..J 1sr: ·No 2. D D .o D D·-D BUILDING P~NC.Hl;CK CHECKLIST 3RD D 7d .No Grading Permit required. D 7e. If grading is not required, write "No G~ading" on plot plan. MISCELLANEOUS PERMITS 0 . 8. A RIGHT-OF-WAY PERMIT is required to. do work in City Right-of-Way and/or. private work aqjacent to the public Rig~t-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. • • I ' .. Right-of-Way· permit required for: D· D ·D 9: INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to. contact the Carlsbad Municipal Water District, located at ·5950 El Camino Real, Carl$bad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List.· You may telephone (760) 438-2722, extension 7138, for assistance. D D· D D D D D D D F:\BUILDING PLANCHECK CKLST·FORM.doc Industrial Waste permit accepted by: Date: · · · 10. NPDES PERMIT Complies with the City's requirements of the National. Pollutant Discharge .Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prjor to issuance .of grading or building permit, whichever -occurs first. · · 1Q.a.STORM WATER APPLICABILITY CHECKLIST D Requires PSWP (project storm water permit): # D Not required. 11. D Required fees are attached D No fees required 5 Rev. 7/14/00 1ST 2ND 3R~ D D. -D D D F:IBUILDING PLANCH~CK CKLST F.ORM.doc ·BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by. the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions: If it is oversized, for the _life,of the meter, the_ City will not accurately bill the owner for ttie water used. • All single family dwelling units received "standard" 1" service with 5/8" service. • If owner/developer . proposes a size . other than the "standard", then owner/developer must provide po~ble water demand calculations, which include total fixture counts and maximum water demand in -gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit.. • Maximum service and meter size is a 2'; service with a 2" meter.· • If a developer is proposing. a meter greater than 2", suggest the installation of. multiple 2" services as needed to provide the anticipated de~and. (manifol_ds are considered · on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) . All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: · · 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on. the improvement sheets. If so, at the water meter station, the demand in gpm may be· listed there: Irrigation services are listed with a circled "I", and pota~le water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) 2 .. If the improvement plans do· not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading· plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations· for estimated worst-case _irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this_ if landscape plans have been prepared, bl.it the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, ke_ep a set for your reference. In general the calculations will include: • Hydraulic grade line o • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • . Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of .connection 6 Rev. 7114100 D D D O· D D F:\BUILOING PLANCHECK CKL-ST FORM.doc 12c. BUILDING PLANCHl:;CK CHECKLIST 3. In .general, alf major sloped areas of a sub.division/project are to be irrigated via separat~ irrigation meters (unless the project'is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Irrigation Use (where recycled water is available) 1. 'Recycled water meters are sized _the same as the irrigation meter above. 2. If a project fronts a street with recycled water; then they should . be connecting to this line to irrigate slopes within ·the development. For subdivisions, this should. have been identified, and implemented on the improvement plans; Installing recycled w_ater meters: is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled -water is available), then the applicant must pay the San Diego Water Capacity Charge. If Within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the .applicant know that we cannot guarantee the refund, and they must deal with the SDCWA _for this. 13. Additional Comments: 7 Rev. 7/14/00 PLANNING/INCINIIRING APPROVALS PIIIMIT-CI .tJ1'2..2JlJ(p DATI _ .... I ..... J-..... <R __ ~ _D-, __ _ J ADDam_· _ __,.;.·-~---te_o __ ~_u_~~~~-~:fD-~-~~~---· ______ _ n1mu11AL. . 1111 s&LUIIM MDIIICHI IIIIIOII . r < t10.aaa.aa1 IIGIIIIQ _______ _ ..................... ...., .... PIAZfl erna11a 1U1 CMIIUD CCII Jllft' ITGIIIIII VIIUGIIPMII · . .. . ~ G .. ICI WIIICI DATl_~\...,;,~~--o...;.7_, __ _ OATI ------- m Carlsbad Fjre Department .,' .. , Plan Review Requirements Category: TI , 1NDUST Date of Report: 12-24-2007 Name: Address: Pe1111it #: CB072806 Job Name: CALLOWAY-512 SF CARPORTFOR4 Job Address: 2180 RUTHERFORD RD CBAD BUILDING DEPT" COPY Reviewed by: _· --4~~-=-----., INti'iH:fJt:tMj',lij x ikad@TSJlfl.ll have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicabte codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002454 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 11/20/2007 By: MS Action: AP Entry: 12/24/2007 By: GR Action: AP /} "' ~' .. : ·-.~-t (;' <) ,,, i ., ~ ~i ~p () • ,~ 0 ,,, ,, " ,() ,. 4 S.T:E.L. ENGINE~~ING: INc·: 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 ~C\I ..-_, co C\I ,L -'ic- z ~ c::: ::::, a... ,.,.. ' z ~ c::: ::::, a... M-C CALLAWAY GOLF .8~ . -- -V'JV38 z ~ c::: ::::, a... . 3d07S -· V'JV38 z ~ c::: ·.::::, a... _ V'JV38 w a... I-0 ...J :::c (f) (9 X ill <C :::c ~ c::: N <C w ..-...J z (.) ~ (0 I ..-00 I-:::c (9 w :::c z ~ ::::, ...J 0 (.) ~ ~ 00 ~ -.::I'" I 0 ..- SHEET:1OF:21 JOB NO:07D130 DATE: 10/18/2007BY:DKR CHECKED 0 T 2 5 2007 F n, '\ .,,, r Ai'~ t ~ ,~ ' 4 S.T.E.L. M-C SHEET:ioF:21 l CALLAWAY GOLF JOB NO:07D130 ENGINEERING; INc:· DATE: 10/18/2007BY:DKR 1046 CALLERECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 Dead Loads Roof Deck 1.00 psf Purlins 1.50 psf Beam 1.50 esf Total 4.00 .psf Decking DECKING HR-36 AEP 26 GAUGE SIMPLE SPAN Trib. Width (TW) = 1.00 ft Dead Load (DL) = 1.00 psf Length (L) = 11.00 ft Live Load (LL) = 20.00 psf Fb = 50,000.00 psi Total Load (TL)= 21.00 psf w=TL*TW= 21.00 plf M= (w*L 2)/8 = 317.63 ft-lb Sreq = M/Fb = 0.0762 in3/ft Use HR-36 AEP 26 gauge S= 0.0895 in3/ft OK CANTILEVER SPAN Trib. Width (TW) = 1.00 ft Dead Load (DL) = 1.00 psf Length (L) = 3.50 ft Live Load (LL) = 20.00 psf Fb 50,000.00 psi Total Load (TL)= 21.00 psf w=TL*TW= 21.00 plf M= (w*L2)2 = 128.63 ft-lb Srecj = M/Fb = 0..0309 in~/ft SIMPLE SPAN GOVERNS 4 S.T.E.L. ., ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 PURLIN SIMPLE SPAN Trib. Width (TW) = Length (L) = Ttib. Area (TA)= Fb . 9.00 26.88 241.88 30,000.00 ft ft ft2 psi w = TL*TW = 166.50 plf WLL= LL*TW = 144.00 plf VL=VR= (w*L)/2 = 2,237.34 lb M= (w*L2)/8 = 15,032.15 ft-lb Sreq = M/Fb = 6.0129 in3 b,MAX = t/180 b,MAX = 1.79 in M-C CALLAWAY GOLF Dead Load (DL) = Live Load (LL)= Total Load (TL)= 2.50 16.00 18.50 E= 29,000,000 lreq = ((5*wLL*L 4*1728)/(384*E*b.MAX)) lreq = 32.5300 in4 Use C 12 X 2.5 x 12 GA AEP S= 6.0830 in3 I= 36.5000 in4 OR Use c· 12 X 3.5 X 12 GA. AEP S= 6.4170 in3 I= 43.9280 in4 OR Use C 14 X 2.5 X 12 GA AEP S= 7.6220 in3 I= 53.3540 in4 OR Use C 12 X 4 X-12 GA POWERS S= 7.7590 in3 I= 47.0900 in4 psf psf psf psi OK OK OK OK OK OK OK OK SHEET:JOF:21 JOB NO:07D130 DATE: 10/18/2007BY:DKR PURLIN Use C 12 X 2.5 x 12 GA.AEP OR Use C 12 X 3.5 X 12 GA.AEP OR Use C 14X 2.5 X 12 GA.AEP OR Use C 12 X 4 X 12 GA. POWERS 4 S.T.E.L. . ,, ENGINEERING, INC. 1046 CALLE RECODO SUITE J 'SAN CLEMENTE, ·CA 92673 Pl:IONE (949)492-5981 FAX (949)498-3020 PURLIN CANTILEVER SPAN Trib. Width (TW) = Length (L)= Trib. Area (TA)= Fb w;::TL*TW= WLL= LL*TW = M= (w*L 2)/2 = 9.00 0.63 5.63 30,000.00 202.50 180.00 126.56 39.55 0.0158 L/(180/2) 0.08 ft ft ft2 psi plf plf lb ft-lb M-C CALLAWAY GOLF 2.50 20.00 22.50 Dead Load (DL) = Live Load (LL)= Total Load (TL) = E= 29,000,000 in;, SIMPLE SPAN GOVERNS · in lreq = ((wLL *L 4*1728)/(S*E* L}.MAX)) lreq = 0.0025 in4 SIMPLE SPAN GOVERNS psf psf psf psi SHEET:4_OF:21 JOB NO:07D130 DATE: 10/18/2007BY:DKR 4 S.T.E,L. ,< ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN Cl.EMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 CANTILEVERED SHORT SPAN Trib. Width (TW) = Length (L) = Trib. Area (TA) = Fb = Wso= DL*TW= 25.23 7.00 176.60 30,000.00 100.92 ft ft ft2 psi plf WsL = LL *TW = 504.58 plf Ws = TL *TW = 605.50 plf Mso = (wo*L2)/2 = 2,472.46 ft-lb MsL = (wL *L 2)/2 = 12,362.29 ft-lb Ms= (ws*l2)/2 = 14,834.75 ft-lb M-C CALLAWAY GOLF Dead Load (DL) = Live Load (LL}= Total Load (TL}= E= 4.00 20.00 24.00 29,000,000 5.9339 in~ LONG SPAN GOVERNS 6.MAX = 6.MAX =- U(180/2) 0.93 in lreq = ((WsL *L 4*1728)/(B*E* 6.MAx)) freq = 9.6682 in4 LONG SPAN GOVERNS CANTILEVERED LONG SPAN Trib. Width (TW) = 25.23 ft Dead Load (DL) = 4.00 Length (L) = 11.00 ft Live Load (LL} = 16.00 Trib. Area (TA) = 277.52 ft2 Total Load (TL)= 20.00 Fb = 30,000.00 psi E= 29,000,000 WoL = DL*TW= 100.92 plf WLL = LL*TW = 403.67 plf psf psf psf psi psf psf psf psi SHEET:.§.OF:21 JOB NO:07D130 DATE:10/18/2007BY:DKR BEAM Use (2) · C 12 X 3.5 X 12 GA. AEP OR Use (2) · C 14 X 2.5 X 12 GA. AEP OR Use(2)-C12X4X 12 GA. POWERS OR Use (2) -C 14 X 4 X 12 GA. POWERS BEAM 4 S.T.E.L. . . .. ENGINEE:RING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 CANTILEVERED LONG SPAN WL = TL*TW= 504.58 VL OR VR= wL*L = 5,550.42 MoL = (woL *L 2)/2 = 6,105.46 MLL = (wLL *L 2)/2 = 24,421.83 ML = (wL *L 2)/2 = 30,527.29 MREDUCED =MR = ML-Mso MR= 28,054.83 Sreq =MdFb = 12.2109 /:,.MAX= L/(180/2) /:,.MAX= 1.47 plf lb ft-lb ft-lb ft-lb ft-lb in3 in ireq = ((wLL *L 4*1728)/(8*E* /1MAx)) lreq = 30.0136 in4 M-C CALLAWAY GOLF USING 2. SECTIONS (ONE EACH SIDE OF THE COLUMN) Sreq-FOR2 = (M/Fb)/2 = 6.1055 in3 Ireq-FOR2 = -15.0068 in4 Use (2) -C 12 X 3.5 X 12 GA. AEF S= 6.4170 I= 43.9280 OR Use (2) -C 14 X 2.5 X 12 GA. AEF S= 7.6220 I= 53.3540 OR Use (2) -C 12 X 4 X 12 GA. POW S= 7.7590 I= 47.0900 OR Use (2) -C 14 X 4 X 12 GA. POW S= 9.6190 I= 67.9500 in3 in4 in3 in4 in3 in4 in3 in4 OK OK OK OK OK OK OK OK SHEET:§OF:_fj_ JOB NO:07D130 DATE: 10/18/2007BY: DKR 4 S.T.E.L. ~NGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5~81 FAX (949)498-3020 COLUMN VERTICAL LOADS Trib. Width (TW) = 25.23 Length (L) = 18.00 Trib. Area (TA)= 454.13 Total .Dead Load (TDL) = TDL= 1,816.50 Total Live Load (TLL) = TLL= 7,266.00 Total Vertical Load (TVL) = TVL= 9,082.50 ft ft ft2 DL*TA lb LL*TA lb TDL+TLL lb M-C CALLAWAY GOLF Dead Load (DL) = Live Lo~d (LL)= Total Load (TL)= WIND LOAD 80 MPH EXP. C P= q5*CeCqlw qs = 16.40 Ce= 1.06 Cq= 1.30 horizontal lw= 1.00 PH= 22.60 psf Pu= 12.17 psf HEIGHT OF ROOF (H) = SLOPE * LENGTH (L) SLOPE 1/48 L= 18.00 H= 0.38 ft Trib. Wjdth-{TW) = 25.23 ft Dead Load (DL) = Length (L) = 18.00 ft Live Load (LL) = Trib. Area (TA) = 454.13 ft2 Total Load (TL)= NUMBER OF COLUMNS (n) = 1.00 COLUMN HT (CH) = WIND FORCE (W) = PH*H*TW/n W= 213.81 lb 4.00 16.00 20.00 0.70 ft 4.00 16.00 20.00 9.73 psf psf psf upward psf psf psf ft SHEET:ZOF:ll JOB NO:07D130 DATE: 10/18/2007BY:DKR COLUMN (2) -C 12 X 3.5 X 10 GA. AEP 4 S.T.E.L. . . . ,. ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX,(949)498-3020 COLUMN SEISMIC LOAD ZONE= 4.00 Ca= 0.44 Cv= 0.64 R= 2.20 I= 1.00 hn = 10.10 C1= 0.02 T= 0.1:1 N -a-1.00 Nv= 1.00 Z= 0.40 Soil Profile Type = sd Seismic Source = B Distance To Source= PER SOILS Trib. Width (TW) = 25.23 Length (L) = 18.00 Trib. Area (TA)= 454.13 W= DL*TA W= 1,816.50 . VToTAL = 1,204.50 rmax = VNroTAL rmax= 0.75 M-C CALLAWAY GOLF DESIGN BASE SHEAR V = (Cv *l*W)/(R*T) = V= MAX DESIGN SHEAR V = (2.5*Ca *l*W)/(R) = V= 2.57 4,662.16 0.50 908.25 MIN DESIGN SHEAR (ZONE 4) V = (.8*Z*Nv *l*W)/(R) = 0.15 V-;::. 264.22 ft Dead Load (DL) = 4.00 ft Live Load (LL)= 16.00 tt2 Total Load (TL) = 20.00 COLUMN HT (CH) = 9. 73 lb lb As= 602.25 p= 2-{(20)/(r ma/sqrt(As))) p= 1.00 E= p*V E= 908.25 lb E/1.4 = 648.75 lb *W lb *W lb *W lb psf psf psf ft ff SHEET:~OF:21 JOB NO:07D130 DATE: 10/18/2007BY:DKR 45.T.E.L. ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 f.A)< (949)498-3020 COLUMN STRONG DIRECTION LOAD CASE 1 D D= LOAD CASE2 D+L TDL D+L= TVL LOAD CASE 3 D+(W or E/1.4) D+(W or E/1.4) = D + E/1.4 LOAD CASE4 .9D +/~ E/1.4 M-C CALLAWAY GOLF SHEET:JtOF:21 JOB N0:070130 DATE: 10/18/2007BY:DKR DOES NOT GOVERN LESS THAN LOAD CASE 2 .9D +/-E/1.5 = .9D +/-E/1.4 DOES NOT GOVERN LESS THAN LOAD CASE 3 LOADCASE5 D + .75*[L+(W or E/1.4)] D + . 75*[L +(W or E/1.4 )] = D + . 75*L + . 75*(E/1.4) TRY (2)-C12X3.5X10GA. AEP Fy = 50,000.00 A= 3.55 Sx = 17.97 rx= 9.12 COLUMN HT (I)= 9.73 LOAD CASE2 D+ L= D+L= TVL 9,082.50 M = MR FROM BEAM psi in2 · in;j in ft lb M = 28,054.83 ft-lb TVL/A 2,557.01 Kl/r = 26.88 Fa= fa/Fa +/-fblFb :S fa/Fa + fb/Fb = fa/Fa -fb/Fb = 27,532.85 1.00 0.72 -0.53 psi psi. OK OK Fb = s -y- r -y- K= 30,000.00 8.01 2.44 2.10 M/S 18,732.36 psi in;j in 30,000.00 psi 4 S.T.E.L. ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (~49)498-3020 COLUMN STRONG DIRECTION LOAD CASE3 D+(W or E/1.4) = D + E/1.4 D= D= E/1.4 = M= M= fa= f = a Kl/r = Fa= fa/Fa +/-fb/Fb S fa/Fa + fb/Fb = fa/Fa -fb/Fb = TDL 1,816.50 648.75 E/1.4*1+MoL 12,417.26 TOL/A 511.40 26.88 27,532.85 1.00 0.29 -0.26 LOAD CASE 5 GOVERNS D + .75*[L +(W or E/1 .4)] = D= D= .75*L = .75*L = VL= VL=. .75*(E/1.4) = .75*(E/1.4) = TDL 1,816.50 · .75*TLL 5,449.50 D+.75*L 7,266.00 . 75*(E/1.4) 486.56 M-C CALLAWAY GOLF lb VERTICAL LOAD lb HORIZONTAL LOAD ft-lb psi psi OK OK D + . 75*L + . 75*(E/1A) lb lb lb lb M = (. 75*(E11.4)*1)+(Mod+(. 75*MLd M = 29, 155:68 ft-lb M/S 8,291.07 psi 30,000.00 psi SHEET:10OF:21 JOB NO:070130 DA TE: 10/18/2007BY: DKR 4 S.T.E.L. ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN-CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN STRONG DIRECTION LOAD CASE 5 VUA 2,045.61 Kl/r = 26.88 fa/Fa +/-fb/Fb S fa/Fa+ fb/Fb = fa/Fa -fb/Fb = WEAK DIRECTION LOAD CASE 1 D D= LOAD CASE2 D+L 27,532.85 1.00 0.72 -0.57 TDL D + L= TVL LOAD CASE 3 D+(W or E/1.4) D+(W or E/1.4) = D + E/1.4 LOAD CASE4 .9D +/-E/1.4 psi psi OK OK M-C CALLAWAY GOLF M/S 19,467.40 psi 30,000.00 psi SHEET:11OF:21 JOB NO:07D130 DATE:10/18/2007BY:DKR DOES NOT GOVERN LESS THAN LOAD CASE 2 .9D +/-E/1.5 = .9D +/-E/1.4 DOES NOT GOVERN LESS THAN LOAD CASE 3 LOAD CASE5 D + . 75*[L +(W or E/1.4)] D + .75*[L+(Wor E/1.4)] = D + .75*L + .75*(E/1.4) (2)-C12X3.5X10GA. AEP A= 3.55 s = X r -x- COLUMN HT (I) = LOAD CASE 2 D+L= D+'L= 17.97 9.12 9.73 TVL, 9,082.50 in2 in~ Sy= in ry = ft K= lb 8.01 inJ 2.44 in 2.10 4 S.T.E.L. . . ,. ENGINEERING, INC. 104$ CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN WEAK DIRECTION LOAD CASE2 M~C CALLAWAY GOLF M= NO WEAK DIRECTION MOMENT DUE TO DEAD OR LIVE LOADS M= 0.00 ft-lb fa= TVUA fb = MIS fa= 2,557.01 psi fb = 0.00 Kl/r = 100.65 Fa= 14,554.83 psi Fb = 30,000.00 psi fa/Fa +./-fb/Fb S 1.00 fa/Fa+ fb/Fb = 0.18 OK fa/Fa -fb/Fb = 0.18 OK LOADCASE3 D+(W or E/1.4) = D + E/1.4 D= TDL D= 1,816.50 lb VERTICAL LOAD E/1.4 = 648.75 lb HORIZONTAL LOAD M= E/1.4*I M= 6,311.80 ft-lb fa,= TDL/A fb = MIS fa:, 511.40 psi fb = 9,451.16 psi Kl/r = 100.65 F -a-14,554.83 psi Fb = 30,000.00 psi fa/Fa +/-fb/Fb s 1.00 fa/Fa + fb/Fb = 0.35 OK fa/Fa -fb/Fb = -0.28 OK LOADCASE5 D + . 75*[L +(W or E/1.4)] = D + .75*L + .75*(E/1.4) SHEET:12OF:ll JOB NO:07D130 DATE: 10/18/2007BY:DKR 4 S.T.E.L. ENGINEERING, INC. 1046 CALLE"RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN WEAK DIRECTION LOAD CASE 5 GOVERNS D= TDL D= 1,816.50 .75*L = .75*TLL .75*L = 5,449.50 VL= D+.75*L VL= 7,266.00 .75*(E/1.4) = . 75*(E/1.4) . 75*(E/1.4) = 486.56 M= . 75*(E/1.4 )*I M= 4,733.85 f -a-VL/A f = a 2,045.61 Kl/r= 100.65 Fa= 14,554.83 fa/Fa +/-fb/Fb s 1.00 fa/Fa+ fb/Fb = 0.38 fa/Fa -fb/Fb = -0.10 lb lb lb lb ft-lb psi psi OK OK M-C CALLAWAY GOLF fb = fb = M/S 7,088.37 psi 30,000.00 psi SHEET:13OF:21 JOB NO:07D130 DATE:10/18/2007BY:DKR 4 S.T.E.L. ., , ENGINE;ERING, INC. 1046CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN ALTERNATE STRONG DIRECTION M~C CALLAWAY GOLF HSS 10 X 6 X 1/4; ASTM A500 GRADE B Fy = 46 ksi Fy = 46,000.00 psi Fb = 27,600.00 A= 7.10 in2 Sx= 19.40 in~ s -y-14.70 r = X 3.69 in ry = 2.49 COLUMN HT (I) = 9.73 ft K= 2.10 LOADCASE2 D+L= TVL D+L= 9,082.50 lb M= MR FROM BEAM M= 28,054.83 ft-lb fa= TVL/A fb = M/S f -a-1,279.23 psi fb = 17,353.51 Kl/r= 66.44 F -a-21,590.24 psi Fb = 27,600.00 fa/Fa +/-fb/Fb :S 1.00 fa/Fa + fb/Fb = 0.69 OK fa/Fa -fb/Fb = -0.57 OK LOAD CASl:3 D+(W or E/1.4) = D + E/1.4 D= TDL D= 1,816.50 lb VERTICAL LOAD E/1.4 = 648.75 lb HORIZONTAL LOAD M= E/1.4*1+MoL M= 12,417.26 ft-lb psi in~ in psi SHEET:140F:21 JOB N0:07D130 DATE: 10/18/2007BY:DKR COLUMN ALTERNATE HSS 10 X 6 X 1/4; ASTM A500 GRADE B Fy = 46 ksi 4 S.T.E.L. ~ ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN ALTERNATE STRONG DIRECTION LOADCASE3 TDL/A 255.85 Kl/r= 66.44 Fa= 21,590.24 fa/Fa +/-fb/Fb :S 1.00 fa/Fa + fb/Fb = · 0.29 fa/Fa -fb/Fb = -0.27 LOADCASE5 GOVERNS D + .75*[L+(W or E/1 .4)] = D= TDL D= 1,816.50 .75*L = .75*TLL .75*L = 5,449.50 VL= D+.75*L VL= 7,266.00 .75*(E/1.4) = . 75*(E/1.4) .75*(E/1.4) = 486.56 psi psi OK OK M-C CALLAWAY GOLF Fb = D + .75*L + .75*(E/1.4) lb lb lb lb M/S 7,680.78 27,600.00 M= (. 75*(E/1.4)*I)+(MoL)+(. 75*MLL) M= 29,155.68 ft-lb f -a-VL/A fb = M/S f -a-1,023.38 psi fb = 18,034.44 K:I/r = 66.44 Fa= 21,590.24 psi Fb = 27,600.00 fa/Fa +/-fb/Fb :S 1.00 fa/Fa + fb/Fb = . 0.70 OK fa/Fa -fb/Fb = -0.61 OK psi psi psi psi SHEET:1§.0F:21 JOB N0:07D130 DATE: 10/18/2007BY:DKR 4 S.T.E.L. ,, ENGINEERING, INC. 1046 CALLE RECODO.SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN ALTERNATE WEAK DIRECTION M-C CALLAWAY GOLF HSS -10 X 6 X 1 /4; ASTM A500 GRADE B Fy = 46 ksi Fy = 46,000.00 psi Fb = A= 7.10 in2 Sx= 19.40 in;j s = y r -x-3.69 in r = y COLUMN HT (I) = 9.73 ft K= LOAD CASE2 b + L= TVL D + L= 9,082.50 lb 27,600.00 psi 14.70 in;j 2.49 in 2.10 M= NO WEAK DIRECTION MOMENT DUE TO .DEAD OR LIVE LOADS M= 0.00 ft-lb fa= TVL/A fb = M/S f -a-1,279.23 psi fb = 0.00 Kl/r= 98.46 F -a-15,063.31 psi Fb = 27,600.00 psi fa/Fa +/-fb/Fb s 1.00 fa/Fa + fb/Fb = 0.08 OK fa/Fa -fb/Fb = 0.08 OK LOAD CASE 3 D+(W or E/1.4) = D + E/1.4 D= TDL D= 1,816.50 !b VERTICAL LOAD E/1.4 = 648.75 lb HORIZONTAL LOAD M= E/1.4*1 M= 6,311.80 ft-lb fa= TDL/A fb = M/S fa= 255.85 psi· fb = 5,152.49 psi SHEET:16OF:21 JOB NO:07D130 DA TE: 10/18/2007BY: D KR 4S.T.E.L. f ; ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 COLUMN ALTERNATE WEAK DIRECTION LOAD CASE3 Kl/r = 9e.46 fa/Fa +/-fb/Fb s fa/Fa "!" fb/F~ = fa/Fa -fb/Fb = LOAD CASES 15,063.31 1.00 0.2037 -0.17 GOVERNS D + .75*[L+(W or E/1.4)] = D= TDL D= 1,816.50 .75*L = .75*TLL '.75*L = 5,449.50 VL= D+.75*L VL= 7,266.00 .75*(E/1.4) = .75*(E/1.4) .75*(E/1.4) = 486.56 M::; . 75*(E/1 .4)*1 M= 4,733.85 f -a-VL/A fa= 1,023.38 Kl/r = 98.46 Fa= 15,063.31 fa/Fa +/-fb/Fb S 1.00 fa/Fa + fb/Fb = 0.2080 fa/Fa -fb/Fb = -0.07 psi OK OK M-C CALLA.WAY GOLF 27,600.00 psi D + .75*L + .75*(E/1.4) lb lb lb lb ft-lb psi psi OK OK M/S 3,864.37 psi 27,600.00 psi SHEET: 170F:.?1_ JOB N0:07D130 DATE:10/18/2007BY:DKR 4 $. T.E.L. , ,, ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 FOOTING LATERAL . 24" DIAMETER BY 6'-3" DEEP A= (2.34*P)/S/b M-C CALLAWAY GOLF d = A/2 * (1 + SQRT(1 + (4.36*h)/A))) P = 2,996.73 GOVERNING LATERAL LOAD PASSIVE= 300.00 DEPTH= 6.25 S1= 625.00 DIAMETER= 2.00 ft b= 2.00 ft HEIGHT (h) = 9.73 ft A= 2.10 d= 5.89 OK TOTAL LOAD Trib. Width (TW) = 25.23 ft Dead Load (DL) = 4.00 Length (L) = 18.00 ft Live Load (LL)= 16.00 Trib. Area (TA) = 454.13 ft2 Total Load (TL)= 20.00 TOTAL DOWNWARD LOAD (TDL) = TL *TA TDL = 9,082.50 lb psf psf psf SHEET:-1§.OF:21 JOB NO:07D130 DATE: 10/18/2007BY: DKR FOOTING 24" DIAMETER BY 6'-3" DEEP EMBED COLUMN 5'-3"WITH COLUMN CAP OK FOR TOTAL LOAD OK FOR UPLIFT SKIN FRICTION (SK) = CIRCUMFERENCE OF FOOTING * FRICTION WITH SOIL SK= 2,724.75 lb END BEARING (B) = END AREA OF THE FOOTING* SOIL BEARING VALUE SOIL BEARING VALUE= 3,000.00 psf B = 9,424.78 lb B OR SK = 9,424.78 > 9,082.50 TDL OK UPLIFT UPLIFT (U) = Pu*TA U = 5,526.16 lb RESISTING DEAD LOAD (RDL)= DL*TA RDL= 1,816.50 lb CONCRETE WT (CWT) = VOLUME OF CONCRETE * WT CWT= 2,945.24 SK = 2,724.75 lb RDL +CWT+SK = 7,486.49 > 5,526.16 u OK 4 S;T.E.L. ~, ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 ALTERNATE FOOTING LATERAL. 30" DIAMETER BY 5'-9" DEEP A= (2. 34 *P)/S1 *b M-C CALLAWAY GOLF d= A/2 * (1+ SQRT(1 + (4.36"'h)/A))) P= 2,996.73 GOVERNING LATERAL LOAD PASSIVE= 300.00 DEPTH= 5.75 S1= 575.00 DIAMETER= 2.50 ft b= 2.50 ft HEIGHT (h) = 9.73 ft A= 1.83 d= 5.41 OK TOTAL LOAD Trib. Width (TW) = 25.23 ft Dead Load (DL) = 4.00 Length (L) = 18.00. ft Live Load (LL) = 16.00 Trib. Area (TA) = 454.13 ft2 Total Load (TL)= 20.00 TOTAL DOWNWARD LOAD (TDL) = TL*TA TDL = 9,082.50 lb psf psf psf SHEETJ~OF:21 JOB NO:07D130 DATE: 10/18/2007BY: DKR ALTERNATE FOOTING 30" DIAMETER BY 5'-9" DEEP EMBED COLUMN 4'-9"WITH COLUMN CAP OK FOR TOTAL LOAD OK FOR UPLIFT SKIN FRICTION (SK) = CIRCUMFERENCE OF FOOTING * FRICTION WITH SOIL SK= . 2,724.75 lb END BEARING (B) = END AREA OF THE FOOTING* SOIL BEARING VALUE SOIL BEARING VALUE::;: 3,000.00 psf B = 14,726.22 lb B OR SK = 14,726.22 > 9,082.50 TDL OK UPLIFT UPLIFT (U) = Pu*TA U = 5,526.16 lb RESISTING DEAD LOAD (RDL)= DL*TA RDL= 1,816.50 lb CONCRETE WT (CWT) = VOLUME OF CONCRETE * WT CWT= 4,233.79 SK = 2,724.75 lb RDL+CWT+SK = 8,775.04 > 5,526.16 u OK 4 S.T.E.L. .._ ENGINEERING, INC. 1046 CALLE RECODO SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 CONNECTIONS PURLIN TO BEAM PURLIN VL=VR= 2,237.34 USING 2 SOL TS lb/BOLT= VL-OR-R/2 lb/SOLT= 1, 118.67 lb USE 2 -1/2" DIAMETER A307 SOL TS BEAM TO COLUMN USING 2 SECTIONS ML.= TDL= USING 4 SOL TS DUE TO MOMENT 30,527.29 9,082.50 ft-lb lb lb/SET OF SOL TS = (M/d)/2 M-C CALLAWAY GOLF SHEET:200F:21 JOB N0:07D130 DATE: 10/18/2007BY:DKR PURLIN TO BEAM 2-1/2" DIAMETER A307 BOLTS EACH PURLIN TO EACH BEAM W/ A 12 GA. CLIP ANGLE BEAM TO COLUMN USING 2 SECTION USE 4 -1-1/4" DIAMETER A307 BOLTS OR4 -3/4" DIAMETER A325 BOLTS IN A 7" BY 7" PATTERN d;: DISTANCE BETWEEN BOTTOM LEFT SOLT AND TOP RIGHT BOLT d= 9.90 in . lb/SET OF BOLTS= 18,502.33 lb lb/SET OF BOLTS/SECTION = (lb/SET OF SOL TS)/2 lb/SET OF BOLTS/SECTION = 9,251.2 DUE TO LOAD lb/SECTION = TDU2 lb/SECTION= 4,541.25 lb/SECTION/SOLT = (lb/SECTION)/4 lb/SECTION/SOLT = 1, 135.31 TOTAL R= R= SQRT((DUE TO MOMENT)2 + (DUE TO LOAD)2) 9,320.57 Use 4 -1-1/4" DIAMETER A307 BOLTS OR 4 -3/4" DIAMETER A325 BOLTS 4 S.T.E.L. f ,,. ENGINEERING, INC. 1046 CALLE REC0D0 SUITE J SAN CLEMENTE, CA 92673 PHONE (949)492-5981 FAX (949)498-3020 CONNECTIONS DECK PULLOUT Pu= 12.17 psf Pu-EFFECTIVE= Pu-ROOF DL Pu-EFFECTIVE= 11. 17 psf w= Pu-EFFECTlvE*TW w:: 100.52 SCREWS PER FOOT= PULLOUT= 349.00 SCREWS PER FOOT= SCREWS PER 15" = USE 1-#10 SMS EVERY 15" plf w/PULLOUT lb 0.29 0.36 M-C CALLAWAY GOLF SHEET:21OF:21 JOB NO:07D130 DA TE: 10/18/20078Y: DKR DECK PULLOUT 1-#10 EVERY 15" INTO EACH PURLIN