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1905 CALLE BARCELONA; ; CB110476; Permit
03-14-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/lndustriai Permit Permit No: Building Inspection Request Line (760) 602-2725 CB110476 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1905 CALLE BARCELONA CBAD Tl Sub Type: COMM 2550120400 Lot#: 0 Status: ISSUED $100,000.00 Construction Type: 5B Applied: 03/04/2011 Reference #: Entered By: KG THE FORUM BLDG 1-EXTERIOR Plan Approved: 03/14/2011 MODIFICATIONS W/ NEW STAIRS/2ND FLR SLAB/EXTERIOR Issued: 03/14/2011 Inspect Area: Plan CheGk#: Applicant: Owner: SIMACCONSTRUCTION INC FOURTH QUARTER PROPERTIES XXX L L C STE A C/0 THOMAS TROPEA 2067 WINERIDGE PL 45 ANSLEY DR ESCONDIDO 92029 NEWNAN GA 30263 760 737 2100 Building Permit $645.93 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $419.85 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $21.00 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $4.00 HMP Fee ?? Fire Expedited Plan Review $0.00 TOTAL PERMIT FEES $1,090.78 Total Fees: $1,090.78 Total Payments To Date: $1,090.78 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: ^'^l '( 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 pemiit was issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have orevlouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othenwise exoired. 03-14-2011 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: City of Carisbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW110087 1905 CALLE BARCELONA CBAD SWPPP 2550120400 Lot#: CBI10476 THE FORUM BLDG 1-EXTERIOR MODS Applicant: SIMACCONSTRUCTION INC STE A 2067 WINERIDGE PL ESCONDIDO 92029 760 737 2100 Emergency Contact: JASON EDWARDS Status: Applied: Entered By: Issued: Inspect Area: Tier: Priority: ISSUED 03/04/2011 KG 03/14/2011 1 M Owner: FOURTH QUARTER PROPERTIES XXX L L C C/O THOMAS TROPEA 45 ANSLEY DR NEWNAN GA 30263 760-317-0981 SWPPP Plan Check SWPPP Inspections Additional Fees $49.00 $208.00 $0.00 TOTAL PERMIT FEES $257.00 Total Fees: $257.00 Total Payments To Date: $257.00 Balance Due: $0.00 F'NAL APPROVAL SIGNATURE Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carisbadca.gov Plan Check No, CBllo'lKf Est. Value PlanCk-Dteposft' Date SWPPP JOB ADDRESS 1905 Calle Barcelona #0FUNrrs I*B£DRO6M$ sunEf/sPACE«/UNrr* TAPN Building 1 255 - 012 04 TENANT BUSINESS NMliE Forum at Carlsbad, LLC VB CVPR0JECT# PHASE* # BATHROOMS oca GROUP B/M DESCRIPTION OF WORK: (iKliMto Sqiiara Fast of/Ufactsd Ani{») Exterior building modifications to include removal of existing stairs, construction of replacement stairs, new second floor slab at removed stairway location, landlord portion of exterior facade modifications for Urban Outfitters and H&M, new sidewalk, removal of an existing brace frame, construction of a new brace frame EXISTING USE Retail and Business PROPOSED USE Same GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESPK NOl I AIR CONOmONING YES I |NO| I FIRE SPRINKLERS CONTACT NAME (» Dmtrmt Fom Applicant) APPLICANT NAME Martin Mendez - Nadel Architects ADDRESS ADDRESS 4445 Eastgate Mall, Suite 407 CITY STATE ZIP CITY San Dieqo STATE CA ZIP 92121 PHONE FAX PHONE (619) 232-8424 FAX (619) 232-7179 EMAIL EMAIL mmendez@nadelarc.com PROPERTY OWNER NAME Thomas Enterprises, Inc CONTRACTOR BUS. NAME Simac Construction ADDRESS 1905 Calle Barcelona, Suite 200 ADDRESS 2067 Wineridge Pi, Suite A CITY Carlsbad STATE CA ZIP 92009 CITY Escondido STATE ZIP CA 92029 PHONE 619-479-0166 FAX 619-479-0170 PHONE (760) 737-2100 FAX (760) 737-2110 EMAIL jedwards@simacgc.com ARCH/DESIGNER NAME & ADDRESS STATE LIC. # 486058 CLASS B CITY BUS. UC.# 1231928 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct alter. Improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permltto file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION Wocken' Coinpentatfon Declantlon: / hereby affum under pen^ of peijwy OIK of the IbOowing dsc(aralK)ns: S I have and will maintain a certificate of consent to self-iniure for woiters' compensation as provided by Section 3700 of the Labor Code, for the performance of the worl< for which this pemiit is issued. I have and will maintain workers' compensadon, as required by Section 3700 of the Labor Code, for the peifbimance of the worit for which this pemiit Is issued. My wortiers' compensation insurance carrier and policy number are: Insurance Co farnwr-iMvittinmrinc. Policy No. WCOOHI8«»6CA Expiration Date ^ TMseclion need not be ooinpletsd if the perrnit is fijrorie hundred dollars ($100) or I I Certificate of Exemption: I certify that In the perfonnance of Ihe work for which this pemiit is issued, I shall not employ any person in any manner so as to become suliject to the Workers' Compensation Laws of Califomia WARNING: Failure to sacuia wvkers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addltian to the cost of compensation, da^uai provided for In SectiorpTMT^l^ J I I — gj^T DATE l^l)j JSS CONTRACTOR SIGNATURE gjivGENT DATE OWNER-BUILDER rJECLARATION / heretiy afSim that I am exempt from Cormdor's License Law for the fdUowing reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stnjctuie 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 buikis or Improves thereon, and who does such work himself or through his own emptoyees, provkled that such improvements are not intended or offered for sale. If, however, the buikJing or improvement is sokJ within one year of compietkin, the owner-buikler will have the bunlen of proving that he dkl not buikj or Improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with lk»nsed oontractois to constnict the project (Sec. 7044, Business and Professions Code: The Contractor's Lk»nse Law does not apply to an owner of property who buikis or improves thereon, and contracts for such projects with contractor(s) lk:ensed pursuant to the Contractor's Lk»nse Law). I I I am exempt under Sectton Business and Professtons (Me for this reason: l.lpersonallyplantoprovklethe major labor and materials for construction of the proposed property improvement. I lYes I INO 2.1 (have / have not) signed an appltoatton for a bultoing pemiit for the proposed work. 3.1 have contracted with the foltowing person (fimi) to provkle the proposed constnictton (Include name address / phone / contractors' Itoense number): 4.1 plan to provtoe porttons of the mik, but I have hired the foltowing person to coordinate, supervise and provkle the major work (include name / address / phone / contractors' Itoense number): 5.1 will provkle some of the work, but I have contracted (hired) the following persons to provtoe the work Indtoated (Include name / address / phone / type of work): V&'PROPERTY OWNER SIGNATURE QAGENT DATE cnafCaiMaf nnal BuMing Insmctltn Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit*: Project Name: Address: Contact Person: Sewer Dist: CBI10476 THE FORUM BLDG 1-EXTERIOR MODIFICATIONS W/ NEW STAIRS/2ND FLR SLAB/EXTE 1905 CALLE BARCELONA Lot: RODRIGO Phone: 7604021558 LC Water Dist: 0 05/16/2012 Date: Permit Type: Tl Sub Type: COMM Inspected By: Inspected By; Inspected By: Date Inspected: Date Inspected;, Date Inspected: .Approved: . Approved:, .Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permlt#: CB110476 Type: Tl Date Inspection Item COMM Inspector Act 05/30/2012 89 Final Combo -Rl 05/30/2012 89 Final Combo PD AP 06/06/2011 14 Frame/Steel/Bolting/Weldin TP CO 06/03/2011 14 Frame/Steel/Bolting/Weldin TP PA 06/03/2011 18 Exterior Lath/Drywall TP PA 04/06/2011 14 Frame/Steel/Bolting/Weldin TP NR 04/05/2011 11 Ftg/Foundation/Piers TP AP 04/05/2011 12 Steel/Bond Beam TP AP THE FORUM BLDG 1-EXTERIOR MODIFICATIONS W/ NEW STAIRS/2ND FL Comments CALL W ETA NEED WELDING REPORTS FOR E. EXT. STAIRS TO LATH E. ELEV. EXT STAIRS E. ELEV. EXT. STAIRS STORE FRONT FTGS Thursday, May 31, 2012 Page 1 of 1 City of Carlsbad BIdg Inspection Request For: 05/30/2012 Inspector Assignment: PD Permit* CB110476 Title: THE FORUM BLDG 1-EXTERIOR Description: MODIFICATIONS \NI NEW STAIRS/2ND FLR SLAB/EXTERIOR FACAOeNEW SIDEWALK AND BRACE Type:TI Sub Type: COMM Job Address: 1905 CALLE BARCELONA Suite: Lot: 0 Location: OWNER FOURTH QUARTER PROPERTIES XXX L L C Owner: Remarks: CALL W ETA Phone: 7604021558 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: ROD Entered By: JANEAN Act Comments Com ments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# O-TAX VERIF BIZ LIC; O - BUSINESS LIC; FORUM-BLDG 1-ARCH REV.PLUMB,; & ELECTRIC THE FORUM @ CARLSBAD; ADD ESCALATOR FORUM-BLDG I-REVISE FRAMING; & CONSTRUCTION DETAILS THE FORUM-LIGHT STANDARDS,CURB; & RAMP REVIS.& ELEC TO MONUMENT SI FORUM @ CARLSBAD BLDG # I; ADD GREASE INTERCEPTOR FORUM-BLDG 1-ELECTRIC REVISION; THE FOURM BLDG # 1 REV ELEC; FOR ESCALATORS & ELEVATORS FOURM BLDG #1 REV SHEET TO; SHOW ALLUMINUM STOREFRONT DETAILS BLDG 1, ULTA; RELOCATE TRANSFORMER,PLUMBING VENTS & SATELLITE COND THE FORUM BLDG 1-EXTERIOR MODS; evil 0507 CLOSED CV110627 CLOSED PCR03076 ISSUED PCR03098 ISSUED PCR03115 ISSUED PCR03125 ISSUED PCR03131 ISSUED PCR03143 ISSUED PCR03240 ISSUED PCR03253 ISSUED PCR04032 ISSUED SW110087 ISSUED Date Description Inspection History Act Insp Comments Fransen Inspection Technology 307 Roswell Avenue Long Beach, CA 90814 Office/Dispatch: 714-642-5842 Fax:562-987-2060 City or County of: Job Address: \1 Permit Number: Architect: SS^rguon: f^^'Aj ^ffjif^Cf/fP^ Engineer: Inspector's Name: contractor; \f^^/O^S 5"^-/-^ ^7 O Samples Qty: Subcontractor: y g ^ Description of work inspected: Concrete •Masonry Welding ly Fire Proofing Epoxy other: DATE: 0(c> / "2 0 / c2 f> a 1 h.ro\J{'^ K C T ige. Yes/No Page I of L. ATTORNEY'S FEES - If any action at law or inequity is brought to enforce or to interpret the terms of this i Continue on next page. Yes/No Page L of L. ATTORNEY'S FEES - If any action at law or inequity is brought to enforce or to interpret the terms of this contract, the prevailing party shall be entitled to reasonable attorney's fees, cost, and necessary disbursements In addition to any other relief to which such party may be entitled. CERTIFICATE OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. REG. HOURS OT HOURS SAMPLES (total made) fl L All inspections are based on a minimum of 4 iiours, if over 4 hours or after 12:00 noon an 8-hour minimum will be billed and past 12:00 midnight 8 hour minimum at time and a half will be Jifffi^. Sunday and holidays double time billed at 8 hour minimum. Approved by: SIGNATURE OF THE REGISTERED INSPECTOR NO. The best nr for your Inspectton needs! \/ white - office copy canary - Inspector's copy pinl( - Job site copy AGENCY 307 Roswell Avenue Long Beach, CA 90814 Office/Dispatch: 714-642-5842 Fax: 562-987-2060 —n~u County of: Project Name: 1 Job Address: Pennit Number Architect: Material ^ . - ^ Description: y\ C, Engineer: Samples ^ ^ Qty: Taiten: Contractor 3 Subcontractor: Description of worit inspected: DATE:^//0/// .^//777/ /J "7 J—(::>/^ Tf^i Concrete | Masonry (^Weidingj Fire Proofing Epoxy other. 5) Kl/e; M^.^T^^ p-y/^-T^rnCLCT^ ^CP^Ly Continue on next pags. Yes/No Page of ATTOiWErs FEES-if any action at law or inequity Is bnnigm to enfonx or to inter^^ the prevailing party shall be entttiecl to reasonable attorney's foes, cost, and necessary distHirsements in adcWion to any ottier relief to which such party mtry be entitled. CERTIFICATE OF COMPUAWCE I HEREBY CERTIFY THAT t HAVE INSPECTED TO THE BEST OF MY KNOWfLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS, AND APPUCABLE SECTK)NS OF THE QOVERNRIG BUOJMNG LAWS. REG. HOURS OT HOURS SAMPLES (total made) AH inspections are based on a mMmun of 4 hours, if over 4 hours or alter 12:00 noon an 8-hour minimum wil be bMed and past 12:00 midnight 8 hour mirMmum at time and a half win be biHe4,.^unday end holidays double time bMed at 8 hour mininum. LTURE OF THE REGISTERED INSPECTOR SPECiALt NO. AGENCY The bosiflT fir yew hRpocflon nooOs! white - ofltee copy canary - inspector's copy pinic - job site copy <A> SPECIAL INSPECTION P^-'^/^Pf^^tgrWtg; ^ CITY OF AGREEMENT 1635 Faraday Avenue rADl CRAn B-45 7e(V6a2-27i9 V_A»lvi—OD#AL/ www.car1sbadca.gov in aeeordmM wttttClii^Mar 17 of ttl* CilHb^ reqidr«»«|Melal llwpeieiMi. sinietunf ob««rv«UiDn and comtnictionimrtwM tatting. ProiedUPem^AMMl^-— ProjectAddress 1?^6 C^lk /h^^U h^M, A. THISSeCTK)M MtinR'BeCOMl^^ BuikJiM-a, (If yiou checked ittc^iinsr-^^ Name: (FHiuMprini); I mustaiso oompMa Section B of this a^aement) lam: dPfoperty Owner JaPipdrty OWner*s Agent of Ricdf# OiM^hitoetof Ridcord •Engineer of Record State of SaWsmte Riegisii^^xrNijmljei: Bqpirafiwt E^:. AGraiaiililill t, tlw^tindiiilpi^ M»eftt)»Seeilt|#eafif6mia^ ttat I have rea^ undiFStandt ad9«iiill($BK tfid vnttt th* C^ of CaiMiad^^i^^ for spedai inspects, structural ^/imihfigi^^ and ofNH*HRi6d@i^of tfttas component^ as pre8era)ed in thajtatament 9piid^0imcie(m approved plam andi a* recpiie«d by the Califomia BuildingGodeflT^^/^ J JL ^ signirttjrpifjP^y jft^c J|<^<!y^-^7" Date: ^ ^ A / ( B. COflTRiifdir»Wiiltlll^ (07 CBC, Ch 17, Section 1706;. This section must lie completed by the contractor/ builder / owner-builder. Contractor'a Company Name: S^^^AC- ^'^^yu it ®*-^ PieasediedtifvoMaMO^^ Name: ntiMtt nrtrny I3^e>rsi /»-^ - ^/>L>L JA/LJO <r ^ (I**) IMailing Addrag*^ JOi^"^ UJ] {^^ (LiJf^_ Pt. A state of Carrfbmia Contractor's Licen8%Number. fg'feOg'g^ BcpirationDate: fJ'^ff 1^ * i acknowledge and, am avMHe, of special requirements conta^^ noted on tfie approved pian« « I adcnowiedge that control will be exercised to obtain oonfonmance with the construction documents approved by the btntdihg offidai; * I wiir have irnilaee prDi^iuraiafbrexerej^ for the method and frequent of re^SMiniaN thi iffi^ * I certify th^fHwill have a qualified persoti within our (the contractor's) organteation,to exercise such control. Signature;—/ >Wr^--'*"*'~~~ <£Zi^-^lrrr^ Date: ^/fojlf Page 1 of 1 Rev. 02/10 EsGil Corporation In iParttiersiip •with government for (BuiUing Safety DATE: 3/8/11 n APttJ^T JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 110476 SET: I PROJECT ADDRESS: 1905 Calle Barcelona PROJECT NAME: The Forum at Carlsbad, Revised stair Lrocation and Replacement of Structural Braced Frame I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person XI REMARKS: The attached City Special inspection form must be completed prior to permit issuance. By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 3/4/11 9320 Chesapealce Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 110476 3/8/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 110476 PREPARED BY: Chuck Mendenhall DATE: 3/8/11 BUILDING ADDRESS: 1905 Calle Barcelona BUILDING OCCUPANCY: B 85 M TYPE OF CONSTRUCTION: V B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) New Stair NA City Est New Frame NA City Est Air Conditioning Fire Sprinklers TOTAL VALUE 100,000 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats 123 Complete Review • Other |—j Hourly EsGII F«e • Structural Only Hr. @ * $645.93 $419.85 $361.72 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER DATE . ADDRESS l^Qt^ CALLSr (p/^fQU^L€K\A RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$17,000.00) PLAZA CAMINO REAL OTHER ?^inU\A^ ^o^/. P^dT^' CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEE DATE Q:\FOEnaOmmlopmmt Sa(Vl(»«U>XTB<pandm»VOntivwo(Uar plwchKkingtaUILOINO PLANCHECK CKUST FORIM • PLANNING ENGINERING APPROVALS.(iocx ^ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: ^Qf^Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alami Fixed Systems Mechanical Mobile IHome Plumbing Patio/Decl( Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria • My project qualifies as NO THREAT and Is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) liecause it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worl<sheet for Detennination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1r/Cow Threat Assessment Criteria My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stoclcpiling, vehicle fueling, waste stocltpiling). Tier 2 • Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carisbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturiiance including any associated construction staging, stodcpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storni drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria • My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres Including any associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres Including any associated constmction staging, equipment storage, refueling and maintenance areas: or, • My project is located Inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of stomn water mnoff or non-stomi water discharge(s). / certify to the Inst of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction acdvities for the permit type(s) check above comply with the storm water best tnanagement practices pursuant to Tide 15 of the Carlsbad Municipal Code and to City Standards. *Tlie City Engineer may authorize minor variances flom the Stomn Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is wananted. Project Address: Assessor Parcel No. no's cM\€: ^^sci^icKw, ^5-0^2 Owner/Owner's Autlnrized Agent Name: Owner/Owner's Au^fbed Agent Signatur^ Date: A 1 ^.^-"^ \ rf^ \, Date: A 1 Ci^oncumence: / Byy /^e:/ /YESQNO [J^ y3/t^/l\ ^ ^ ProjectlD: , , , B-24 Page 1 of 1 Rev.03/09 ^ STORM WATER STANDARDS ^ CITY OF QUESTIONNAIRE CARLSBAD E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov INSTRUCTiONS: To address post-development pollutants that may be generated fi'om development projects, the City requires that new development and significant redevelopment priority projects incorporate Pemnanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in detemiining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer ttie questions below, follow ttie instructions and sign tt\e form at the end. 1. Is your project a sigrtificant redevelopment? DEFINITION: Significant redevetopment is defined as ttie creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site. Significant redevelopment includes, but is not limited to: ttie expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface ttiat is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underiying soil during construction. If your project IS considered significant redevelopment, then please s/c/p Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Sectbn 1. E-34 Page 1 of 3 REV 3/23/10 ^ CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria: YES NO 1. Housina subd/Ws/ons of 10 or more dwelllna units. Examoles: sinale family homes, multi-famllv homes, condominium and apartments 2. Commercial - areater than 1-acre. Any develooment other than heaw Industry or residential. Examples: hosoitals: laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 3. Heaw Industrial 1 Industrv- orsafer ttian 1 acre. Examoles: manufacturina plants, food orocessino plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive reoa/r shoo. A facility cateaorized In any one of Standard Industrial Classification (S\C) codes 5013. 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells preoared foods and drinks for consumption, includina stationary lunch counters and refreshment stands selling prepared foods and drinks for Immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodlfication requirements. 6. Hillside develooment. Any develooment that creates 5.000 souare feet of imoen^ious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater 7. Envlronmentallv Sensitive Area (ESA}\ All develooment located within or directly adiacent^ to or discharaina directly^ to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or Increases the area of impen/iousness of a proposed project site to 10% or more of its naturally occumng condition. 8. Parkina lot Area of 5.000 souare feet or more, or with 15 or more Dari<ina spaces, and potentially exposed to uri^an runoff 9. Streets, roaots. hidhwavs. and freewavs. Any paved surface that is 5.000 square feet or qreater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlet. SerAna more than 100 vehicles oer day and areater than 5.000 souare feet 11. Coastal Oeve/oomsnt Zone. Anv oroiect located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impenneable surface on property by more than 10%. 12. More ffian f-acre of disturtiance. Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project*. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) Impaired water bodies; areas designated as Areas of Special Biological Significance by tlie State Water Resources Control Board (Water Quality Control Plan for tlie San Diego Basin (1994) and amendments); water bodies designated with the RARE benefia'al use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been Identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to' means outflow from a drainage conveyance system that Is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an Impaired water body or which create new Impervious surfaces greater than 5000 square feet and/or Introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for Infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are bulK with pervious surfaces or If they sheet flow to sumiunding pervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box In Section 3. A Storm Water Management Plan, prepared In accordance with City Storm Water Standards, must be submitted at time of application. if you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements' box in Section 3. E-34 Page 2 of 3 REV 3/23/10 «!•> CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1 -aae or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements' box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements' box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility wori<? b. Resurfacing and reconfiguring existing surface pari<lng lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (l)create more than 2500 square feet of Impenneable surface or (2) Increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. SECTION 3 Questionnaire Results • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Stomn Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box Address: Assessor's Parcel Number(s): Applicant Name: Applicant Title: ApplicantjSignature: J Date: / , Date: / , E-34 Page 3 of 3 77);s Box tor City Use Only CityCoi By: Date: ProjectlD: NO til-4-76 REV 3/23/10 m is} m so <a 9 m z 5 O O D > O C 5ip H go Z -n 2 ^ ^ m >H9^ m5! m- 0-oc2o Ois-npsg^ >30-o O I o o X m m O _ o X o H m Tl — o> ^ T H O m Q ?=;o Om m^%m x>moo m > m = O O Q. 0) O r- -n m I > _ I d m c >, o _ gCJm|mHZ I -H m NI m w m I D m m OJ H gd>0 rn m X "n D 33 m ^ ^ ^ m o p s m z Q Zm>§ -I H Z c w ;D o m I") c o >^_> ST 5im mnS z O m o Si _ _. 3 — g. 0> ^ 3. ig I S 2 0) o 3- m a 9- »• ° 3 § «• a. o 0) S. a> o <« a -< a rn ^ (D a. (D 2.' o a. S 3 5' ; 01 o I, 0) (O S a. A o —1 TOO o g g.^ S S B SI 8 I S.f B = S, S » 9 i\3 III f illll ff !» o Is 3 oa u S 3 » 8g •a E. n 3 0) en to • o> S. S: 3 S S a3 " 3 1 » S •< <Q (5. o 3. ~ To 5 a n 3 if S 3 o = ll 0) c Q. 0) S ° (D 0) ^ a n i. 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CM I UJ PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB110476 DATE 3/9/11 ADDRESS 1905 CALLE BARCELONA BLDG 1 RESIDENTIAL ADDITION- POOUSPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER EXTERIOR BLDG MODIFICATIONS PLANNER GINA RUIZ/CW DATE 3/9/11 ENGINEER DATE H:\AI)IIBN\a)llNTEH/PUNNINC/ENCiNEERING APPROVALS Carlsbad Fire Department Plan Review Requirements Category: Tl, COMM Date of Report: 03-11-2011 Reviewed by: Name: Address: SIMACCONSTRUCTION INC STE A 2067 WINERIDGE PL ESCONDIDO 92029 Permit #: CBI 10476 Job Name: THE FORUM BLDG 1 -EXTERIOR Job Address: 1905 CALLE BARCELONA CBAD JNC01>ffLFiTF,—Tho item you have submitted for roviow io inoomplatc At lliis lime, lllltj officg-eaHBet •adequately rnnrlnrt n rr^^nv U> deleftnirie Luiiipliaiiu' with t|ip applicable codes and/or standards. P1pasp-i:ev4ew- rflfefrttiy all cnmmgntR attached Plpmr* r?niibmit tin ir \ \ ssriiy pliim nwAhx fip^rifirati^nSj with rhang'rn ""l^ndH", -lu lliis'uffice for review and appro^'al. Conditions; Cond: CON0004464 [MET] i- By: GR Action: AP MESRI ENGINEERING STRUCTURAL CONSULTING PROJECT: MOVING THE EXISTING BRACES. ADDITION OF THE NEW EXTERIOR STAIR AT THE FORUM AT CARLSBAD FOR THE H&M TENANT IMPROVEMENTS ROOF LOADS (FLAT); DEAD LOAD LIVE LOAD SEE PAGE lOLD CALC SHEET TOTAL LOAD FLOOR LOADS; 15.0 PSF 20.0 PSF DEAD LOAD LIVE LOAD SEE PAGE lOLD CALC SHEET 35.0 PSF TOTAL LOAD WALL (EXT.): 16.0 PSF WALL (INT.): 10.0 PSF BEAMS: #1 JOIST & BL0CKING:#2 OR#1 POSTS: #1 STUDS & PLATES: #2 0R#1 U.ON. ALL CONCRETE TO BE A MIN. OF 3000 PSI AT 28 DAYS STRENGTH. (SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS) Ss= 1.201 Fa = 1.0 Sms=l.201, Sds = 0.80, R=3.25, 1=1.0, SITE CLASS D, P=1.0 WIND: CBC 2007 EXP. B, 85 MPH, 3 SEC GUST SOIL PRESSURE: 2500 psf @ 18" BELOW GRADE BY; SOUTHERN CALIF0RNL\ OEOTECHNICAL THESE CALCULATIONS ARE NOT VALID OR USABLE WITHOUT THE WET SIGNATURE OF ONE OF THE PRINCIPALS OF THE MESRI ENGINEERING. THESE CALCULATIONS ARE ONLY FOR THE ITEMS INCLUDED HEREIN. SPECIFIED BY THE CLIENT AND DO NOT IMPLY APPROVAL OF ANY OTHER PART OF THE STRUCTURE BY THIS OFFICE- JOB NO.: 0.001043 DATE; 02-02-10 DESIGNED BY; M.M CHECKED BY; ex-US'•+ i-l''> 3.0 psf no fsf - "^O-^ - • 1 A>o / - (v^j 1^ !^^5P9 ) is O if •p f4cc ^ '^-^K ^ ^^^^^ ( ^ 1S\0^\0^yf^ ^,<P1M-»MV>S / ^^^^^ 1.^4 in I A I/O S 7^ A, - 10, 5c- s £S> O vi> ^ K<PS •2 -::3««. 3.V't€T::T;, All (S.t.iSK' r^e?. oK,. iin L ILL/ t . ^"iV ^ ^1 \ ''^'^—'— —I /WAi»v CAM : l^^^l cte>e U/^r>^3, eAjete^ MUCH lAt^^lcJ^ ^ DUO C^OJC iHcl/^ox^O ^ f}^^^ p. 15S 4^ (0-o rrr^ 34^5 4 'ID • - 1 1 T I CP CP * 6 "0 o X o i CP i m mi TYP 2" TYP ^^^^ ^^v^ ^4-*^ (A;/ IP- PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM i , ^ RUN : 1 U PAGE NO. 1 TIME : Tue Feb 08 13:55:00 2011 NODE NO NODAL NODAL COORDINATES X Y INFORMATION SUPPORT CONDITIONS CODE PX STIFF PY STIFF M STIFF Units : Ft Ft 1 0 . 000 0 . 000 H 2 0 . 000 18.000 3 12 .250 18.000 4 24.500 18.000 5 24 . 500 0 . 000 H 6 37.750 18.000 7 51.000 18 . 000 8 51. 000 0 . 000 H 9 64.250 18.000 10 77.500 18.000 11 77.500 0 . 000 H 12 90.750 18.000 13 104.000 18.000 14 104.000 0 . 000 H K /In K /In K -In /Deg ELEM NO NE NODE E L E M E PE NODE NT IN ELEM LENGTH FORMA BETA ANGLE TIO PROP TYPE N NE HINGE PE HINGE Units : Ft Deg 1 1 2 18 . 000 90 . 00 1 2 2 3 12 . 250 0 . 00 3 Y 3 3 4 12 . 250 0 . 00 3 Y 4 1 3 21. 773 55. 76 2 Y Y 5 3 5 21. 773 -55 . 76 2 Y Y 6 5 4 18 . 000 90 . 00 1 7 4 6 13 . 250 0 . 00 3 Y 8 6 7 13 . 250 0 . 00 3 Y 9 5 6 22 . 351 53 . 64 2 Y Y 10 6 8 22 . 351 -53 . 64 2 Y Y 11 8 7 18 . 000 90 . 00 1 12 7 9 13 . 250 0 . 00 3 Y 13 9 10 13 . 250 0 . 00 3 Y 14 8 9 22 . 351 53 . 64 2 Y Y 15 9 11 22 . 351 -53 . 64 2 Y Y 16 11 10 18 . 000 90 . 00 1 17 10 12 13 . 250 0 . 00 3 Y 18 12 13 13 . 250 0 00 3 Y 19 11 12 22 351 53 64 2 Y Y 20 12 14 22 351 -53 64 2 Y Y 21 14 13 18 000 90 00 1 lit PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 2 TIME : Tue Feb 08 13:55:00 2011 PROP NO PROPERTY SECTION NAME MODULUS INFORMATION AREA DIST 1 TS10X10X5/8 2 TS8X8X1/2 3 W24X131 Units K /In 2 29000.00 29000.00 29000.00 In2 22.400 14 .400 38.500 In4 321.000 131.000 4020.000 Ft NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Units Description : SEISMIC Node List : 2,13 1 FORCE K Ft 54 . 90 K Ft-K Ft Deg 0.00 0 .00 Description : SEISMIC Node List : 4,7,10 1 FORCE 109.80 0.00 0 . 00 HP PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 3 TIME : Tue Feb 08 13:55:00 2011 NODAL DISPLACEMENTS LOAD NODE COMB NO DX DY ROTATION Units : In LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 In Deg 1 1 0 .0000 0.0000 -0 .0295 2 0 .1113 0.0000 -0 . 0295 3 0 . 1041 0.0000 0 . 0000 4 0 . 1107 0.0000 -0.0294 5 0 . 0000 0.0000 -0.0294 6 0 . 1023 0 . 0000 0.0000 7 0 . 1097 0.0000 -0.0291 8 0 . 0000 0.0000 -0.0291 9 0 . 1016 0.0000 0.0000 10 0 . 1092 0.0000 -0.0290 11 0 . 0000 0.0000 -0.0290 12 0 . 1013 0.0000 0.0000 13 0 .1091 0.0000 -0.0289 14 0 . 0000 0.0000 -0.0289 E L E M E N T R E P 0 R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 K K -Ft K -Ft /In Ft 1 2 0 . 0000 0 . 0000 •0 . 0000 •0 . 0000 •0 . 0000 0.0000 2 3 •54.9000 •54.9000 0.0000 0 . 0000 0.0000 0.0000 3 4 50.4099 50.4099 0.0000 0.0000 0.0000 0.0000 1 3 3 5 93.5881 93 . 5881 •93.5881 •93.5881 0.0000 0.0000 0.0000 0.0000 0.0000 0 . 0000 0.0000 0.0000 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 4 TIME : Tue Feb 08 13:55:01 2011 ELEM LOAD NODE NO COMB NO ELEMENT REPORTS SIGN CONVENTION : BEAM DESIGNERS AXIAL SHEAR MOMENT MAX MOM/DEFL DIST 5 4 0 . 0000 0 . 0000 0 . 0000 0.0000 0.0000 0 . 0000 4 6 •59.3901 •59.3901 0.0000 0.0000 0.0000 0.0000 6 7 52.5105 52.5105 0.0000 0.0000 0.0000 0.0000 5 6 94.3803 94.3803 0.0000 0.0000 0 . 0000 0.0000 10 6 8 •94.3803 •94.3803 0.0000 0.0000 0 . 0000 0.0000 11 8 7 0.0000 0.0000 •0 . 0000 •0 . 0000 0.0000 0.0000 12 7 9 •57.2895 •57.2895 0.0000 0 .0000 0 . 0000 0 . 0000 13 9 10 53.8663 53.8663 0.0000 0.0000 0 . 0000 0 . 0000 14 8 9 93 . 7522 93.7522 0.0000 0.0000 0.0000 0.0000 15 9 11 •93 . 7522 •93 . 7522 0.0000 0.0000 0.0000 0.0000 16 11 10 0.0000 0.0000 0.0000 0.0000 •0 .0000 0 . 0000 17 10 12 •55 . 9337 •55.9337 0.0000 0.0000 0 . 0000 0.0000 18 12 13 54.9000 54.9000 0.0000 0.0000 0 . 0000 0 . 0000 19 11 12 93.4804 93.4804 0 . 0000 0.0000 0 . 0000 0.0000 20 12 14 •93 .4804 93.4804 0.0000 0.0000 0.0000 0 . 0000 21 14 13 0.0000 0.0000 0.0000 0.0000 0.0000 •0 . 0000 TIME Tue Feb 08 13:55:02 2011 JOB : FORUM RUN : 1 NODE NO LOAD COMB REACTIONS PX PY MOMENT K -Ft Units K K 1 5 8 11 14 1 1 1 1 1 52 . 6549 108.6053 111.5282 110 . 9947 55.4168 77 .3705 -1.3625 -0.5059 -0.2188 -75.2832 -0.0000 -0.0000 0.0000 -0.0000 0.0000 c TIME : Tue Feb 08 13:57:41 2011 JOB ; FORUM RUN : 1 REACTIONS NODE LOAD NO COMB PX PY MOMENT Units : K K K -Ft 1 1 -52.6549 -77.3705 0.0000 5 1 -108.6053 1.3625 0.0000 8 1 -111.5282 0.5059 -0.0000 11 1 -110.9947 0.2188 0.0000 14 1 -55.4168 75.2832 -0.0000 •ROESRIM : General Frame Analysis vl.l6 iCOM ABSdGlATES, Inc. TIME : "OB : FbRUM ^ / \ , \ Tue Feb 08 14:18:40 201:1 NODI NO N 0 D A L NODAL COORDINATES X Y INFORMATIO SUPPORT CONDITIONS CODE PX STIFF PY STIFF Units : Ft Ft 1 0.000 0.000 H 2 0.000 18.000 3 12.250 18.000 4 24.500 18.000 5 24 .500 0.000 H 6 37.750 18.000 7 51.000 18.000 8 51.000 0.000 H 9 64.250 18.000 10 77.500 18.000 11 77.500 0.000 H 12 90.750 18.000 13: 104.000 18.000 14 104.000 0.000 H K /In K /In M STIFF K -In /Deg E L E M E NT IN FORMA TIO N M NE PE ELEM BETA PROP NE PE V NODE NODE LENGTH ANGLE TYPE HINGE HINGE Units : Ft; Deg 1 1 2 18.000 90.00 1 2 2 3 12,250 0.00 3 Y 3 3 4 12.250 0.00 3 Y 4 1 3 21.773 55.76 2 Y Y 5 3 5 21.773 -55.76 2 Y Y 6 5 4 18.000 90.00 1 7 4 6 13.250 0.00 3 Y 8 6 7 13.250 0.00 3 Y 9 5 6 22.351 53 .64 2 Y Y 10 6 8 22.351 -53.64 2 Y Y 11 8 7 18.000 90.00 1 12 7 9 13.250 0.00 3 Y 13 9 10 13.250 0.00 3 Y 14 8 9 22.351 53.64 2 Y Y 15 9 11 22.351 -53.64 2 Y Y 16 11 10 18.000 90.00 1 17 10 12 13.250 0.00 3 Y 18 12 13 13.250 0.00 3 Y 19 11 12 22.351 53 .64 2 Y Y 20 12 14 22 .351 -53.64_ 2 Y Y 21 14 13 18.000 90.00 1 NO PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : PORUM RUN : 1 PAGE NO. 2 TIME : Tue Feb 08 14:18:40 2011 PROP NO PROPERTY SECTION NAME MODULUS INFORMATION AREA DIST Ft 1 TS10X10X5/8 2 TS8X8X1/2 3 W24X131 Units : K /In 2 In2 In4 29000.00 22.400 321.000 29000.00 14.400 131.000 29000.00 38.500 4020.000 ELEMENT LOAD INFORMATION LOAD LOAD LOAD DIST CASE TYPE SYS SPEC DIST PX PY M Description Element List 1 CONC LIVE LOAD 8 GLO DIST Units : Ft B 5.75 K /Ft 0.00 K /Ft Ft-K /Ft •16.40 0.00 Description Element List 1 CONC LIVE LOAD 12 GLO DIST B 7.50 0.00 •16.40 0.00 Description Element List 1 UNIF LIVE LOAD 2,3,7,8,12,13,17,18 GLO DIST B E 0.00 26.50 0.00 0 . 00 -0.43 -0.43 0.00 0.00 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA. Units : K Ft Description : DEAD LOAD Node List : 2 1 FORCE 0.00 Description : DEAD LOAD Node List : 13 1 FORCE 0.00 Description : DEAD LOAD Node List : 4 1 FORCE 0.00 K Ft •5.10 -31.70 -33.55 Ft-K Deg 0.00 0.00 0.00 PROGRM«I : General Frame Analysis vl.l6 PAGE NO. 3 ECOM ASSOCIATES, Inc. TIME : Tue Feb 08 14:18:40 2011 JOB : FORUM RUN : 1 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Description : DEAD LOAD Node List : 7 1 FORCE 0.00 -31.70 0.00 Description : DEAD LOAD Node List : 10 1 FORCE 0.00 -33.50 0.00 Description : DEAD LOAD Node List : 13 1 FORCE 0.00 -31.70 0.00 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 4 TIME : Tue Feb 08 14:18:40 2011 NODAL DISPLACEMENTS LOAD NODE COMB NO DX DY ROTATION Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 0.0000 0.0000 0.0000 2 0.0000 -0.0022 0.0000 3 0.0000 -0.0034 -0.0019 4 0.0000 -0.0118 0.0000 5 0.0000 0.0000 0.0000 6 0.0000 -0.0100 -0.0072 7 0.0000 -0.0154 0.0000 8 0.0000 0.0000 0.0000 9 0.0000 -0.0100 0.0072 10 0.0000 -0.0116 0.0000 11 0.0000 0.0000 0.0000 12 0.0000 -0.0046 -0.0018 13 0.0000 -0.0214 0.0000 14 0.0000 0.0000 0.0000 ELEM E N T R E P 0 R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 1 -6.6775 0.0000 0.0000 2 -6.6775 0.0000 0.0000 2 1 2 0.0000 1.5775 0.0000 2.8936 3 .67 3 0.0000 -3.6900 -12.9392 0.0003 10.12 3 1 3 0.0000 3.6900 -12.9392 2.8936 8.58 4 0.0000 -1.5775 0.0000 0.0003 2 .13 4 1 1 -4.4635 0.0000 0.0000 3 -4.4635 0.0000 0.0000 5 1 3 -4 .4635 0.0000 0.0000 5 -4.4635 0.0000 0.0000 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 5 TIME : Tue Feb 08 14:18:41 2011 ELEM LOAD NODE ELEMENT REPORTS SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST 6 1 5 4 -35.3732 -35.3732 0.0000 0.0000 0.0000 0.0000 7 1 4 6 0.0000 0.0000 0.2457 -5.4518 0.0000 -34.4907 0.0702 0.0033 0.57 8.45 8 1 6 7 0.0000 0.0000 14 .7348 -7.3627 -34.4907 0.0000 43 .1262 -0.0084 5.75 6.78 9 1 5 6 -12.5331 -12.5331 0.0000 0.0000 0.0000 0.0000 10 1 6 8 -12.5331 -12.5331 0.0000 0.0000 0.0000 0.0000 11 1 8 7 -46.4323 -46.4323 0.0000 0.0000 0.0000 0.0000 12 1 7 9 0.0000 0.0000 7.3696 -14.7279 0.0000 -34.3981 43.1786 -0.0085 7.50 6.47 13 1 9 10 0.0000 0.0000 5.4448 -0.2527 -34.3981 0.0000 0.0742 0.0033 12 . 66 4.80 14 1 8 9 -12.5244 -12.5244 0.0000 0.0000 0.0000 0.0000 15 1 9 11 -12.5244 -12.5244 0.0000 0.0000 0.0000 0.0000 16 1 11 10 -34.8486 -34.8486 0.0000 0.0000 0.0000 0.0000 17 1 10 12 0.0000 0.0000 1.0960 -4.6015 0.0000 -23.2243 1.3967 0.0015 2 .55 9.22 18 1 12 13 0.0000 0.0000 4.6015 -1.0960 -23.2243 0.0000 1.3967 0.0015 10.70 4.03 19 1 11 12 -5.7138 -5.7138 0.0000 0.0000 0.0000 0.0000 20 1 12 14 -5.7138 -5.7138 0.0000 0.0000 0.0000 0.0000 21 1 14 13 -64.4960 -64.4960 0.0000 0.0000 0.0000 0.0000 PROGRAM : General Frame Analysis vl.16 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 6 TIME : Tue Feb 08 14:18:42 2011 NODE LOAD NO COMB REACTIONS PX PY Units : K K MOMENT K -Ft 1 5 1 1 •2.5113 •10.3675 0.0000 5-4.9186 8 11 14 1 1 1 \ •49.1565 0.0051 4.0374 3.3872 0.0000 -66.6120 0.0000 -49.5365 0.0000 -69.0975 0.0000 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 TIME PAGE NO. 1 Tue Feb 08 14:11:38 2011 ^-^Qi^ (o5eA<o LoAt:^^ NODE NODAL NODAL COORDINATES INFORMATION SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0 . 000 H 2 0.000 18. 000 3 12.250 18. 000 4 24.500 18. 000 5 24.500 0. 000 H 6 37.750 18. 000 7 51.000 18. 000 8 51.000 0. 000 H 9 64.250 18. 000 10 77.500 18. 000 11 77.500 0. 000 H 12 90.750 18. 000 13 104.000 18. 000 14 104.000 0. 000 H E L E M E N T INF 0 R M A TIO N ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE Units : Ft Deg 1 1 2 18.000 90.00 1 2 2 3 12.250 0.00 3 Y 3 3 4 12.250 0.00 3 Y 4 1 3 21.773 55.76 2 Y Y 5 3 5 21.773 -55.76 2 Y Y 6 5 4 18.000 90.00 1 7 4 6 13.250 0.00 3 Y 8 6 7 13.250 0.00 3 Y 1 9 5 6 22.351 53 .64 2 Y Y 6 8 22.351 -53.64 2 Y Y 11 8 7 18.000 90.00 1 12 7 9 13.250 0.00 3 Y 13 9 10 13.250 0.00 3 Y 14 8 9 22.351 53 .64 2 Y Y 15 9 11 22.351 -53.64 2 Y Y 16 11 10 18.000 90.00 1 17 10 12 13.250 0.00 3 Y 18 12 13 13.250 0.00 3 Y 19 11 12 22.351 53.64 2 Y Y 20 12 14 22 .351 -53.64 2 Y Y 21 14 13 18.000 90.00 1 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 2 TIME : Tue Feb 08 14:11:38 2 011 PROP NO PROPERTY INFORMATION SECTION NAME MODULUS AREA DIST 1 TS10X10X5/8 2 TS8X8X1/2 3 W24X131 Units : K /In 2 In2 In4 29000.00 22.400 321.000 29000.00 14.400 131.000 29000.00 38.500 4020.000 Ft ELEMENT LOAD INFORMATION LOAD LOAD L07UD DIST CASE TYPE SYS SPEC DIST PX PY M Units : Ft K /Ft K /Ft Ft-K /Ft Description : DEAD LOAD Element List : 8 1 CONC GLO DIST B 5.75 0.00 -20.80 0.00 Description : DEAD LOAD Element List : 12 1 CONC GLO DIST B 7.50 0.00 •20.80 0.00 Description : DEAD LOAD Element List : 2,3,7,8,12,13,17,18 1 UNIF GLO DIST B 0.00 E 26.50 0.00 0.00 •0.30 •0.30 0.00 0.00 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Units : K Ft K Ft Ft-K Deg Description : DEAD LOAD Node List : 2 1 FORCE 0.00 -5.10 0.00 Description : DEAD LOAD Node List : 13 1 FORCE 0.00 •31.70 0.00 Description : DEAD LOAD Node List : 4 1 FORCE 0.00 -33.55 0.00 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 3 TIME : Tue Feb 08 14:11:38 2011 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Description : DEAD LOAD Node List : 7 1 FORCE 0.00 •31.70 0.00 Description : DEAD LOAD Node List : 10 1 FORCE 0.00 •33.50 0.00 Description : DEAD LOAD Node List : 13 1 FORCE 0.00 •31.70 0.00 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 4 TIME : Tue Feb 08 14:11:38 2011 NODAL LOAD COMB NODE NO DX DISPLACEMENTS DY ROTATION Units : In LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 In Deg 1 0.0000 0.0000 0.0000 2 0.0000 -0.0020 0.0000 3 0.0000 -0.0025 -0.0018 4 0.0000 -0.0112 0.0000 5 0.0000 0.0000 0.0000 6 0.0000 -0.0105 -0.0092 7 0.0000 -0.0160 0.0000 8 0.0000 0.0000 0.0000 9 0.0000 -0.0105 0.0092 10 0.0000 -0.0110 0.0000 11 0.0000 0.0000 0.0000 12 0.0000 -0.0035 -0.0018 13 0.0000 -0.0212 0.0000 14 0.0000 0.0000 0.0000 ELEMENT REPORTS ELEM LOAD NODE NO COMB NO AXIAL SIGN CONVENTION SHEAR : BEAM DESIGNERS MOMENT MAX MOM/DEFL DIST Units : K LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 K K -Ft K -Ft /In Ft 1 2 2 3 3 4 1 3 3 5 •6.0278 •6.0278 0.0000 0.0000 0.0000 0.0000 -3 .3230 -3.3230 -3 .3230 -3 .3230 0.0000 0.0000 0.9278 •2.7472 2.7472 -0.9278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 •11.1438 •11.1438 0.0000 0.0000 0.0000 0.0000 0.0000 1.4347 0.0004 1.4347 0.0004 3 .09 9.22 9.16 3.03 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 5 TIME : Tue Feb 08 14:11:39 2011 ELEM LOAD NODE ELEMENT REPORTS SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST 6 1 5 4 -33.7000 -33.7000 0.0000 0.0000 0.0000 0 .0000 7 1 4 6 0.0000 0.0000 -0.7778 -4.7528 0.0000 -36.6399 0.0044 8.08 8 1 6 7 0.0000 0.0000 16.5264 -8.2486 -36.6399 0.0000 53.4273 -0.0104 5.75 6.71 9 1 5 6 -13.2113 -13.2113 0.0000 0.0000 0.0000 0.0000 10 1 6 8 -13.2113 -13.2113 0.0000 0.0000 0.0000 0.0000 11 1 8 7 -48.2049 -48.2049 0.0000 0.0000 0.0000 0.0000 12 1 7 9 0.0000 0.0000 8.2563 -16.5187 0.0000 -36.5388 53 .4845 -0.0104 7.50 6 .54 13 1 9 10 0.0000 0.0000 4.7451 0.7701 -36.5388 0.0000 0.0044 5.16 14 1 8 9 -13.2018 -13.2018 0.0000 0.0000 0.0000 0.0000 15 1 9 11 -13.2018 -13.2018 0.0000 0.0000 0.0000 0.0000 16 1 11 10 -33.1267 -33 .1267 0.0000 0.0000 0.0000 0.0000 17 1 10 12 0.0000 0.0000 0.3969 -3 .5781 0.0000 -21.0757 0.2625 0.0018 1.32 8.64 18 1 12 13 0.0000 0.0000 3.5781 -0.3969 -21.0757 0.0000 0.2625 0.0018 11.93 4.61 19 1 11 12 -4.4430 -4.4430 0.0000 0.0000 0.0000 0.0000 20 1 12 14 -4.4430 -4.4430 0.0000 0.0000 0.0000 0.0000 21 1 14 13 -63.7969 -63.7969 0.0000 0.0000 0.0000 0.0000 PROGRAM : General Frame Analysis vl.l6 ECOM ASSOCIATES, Inc. JOB : FORUM RUN : 1 PAGE NO. 6 TIME : Tue Feb 08 14:11:40 2011 NODE NO LOAD COMB REACTIONS PX PY Units : K K MOMENT K -Ft 1 5 1 1 -1.8696 -5.9623 -8.7750 •47.0868 0.0000 0.000 5^^ 0 8 1 0.0056 -69.4764 0.0000 11 1 5.1924 -47.3368 0.0000 14 1 2.6339 -67.3750 0.0000 loo U 4 5^ ma To specify your title block on these five lines^ use the SETTINGS main menu sel^on, choose the Printing & Titiefilocli tab, and ent your title block information. Title: Dsgnr: Description: Scope: Job# Date: 2:28PM, 12 JAN 11 Single Span Beam Analysis c:\eailflle8\naclelVfbfum bidg #1 t.i\calcs\sta m I Description STAIR 1 1 General inforii|iation | Center Span Left Cantilever Right Canttle\^er 12.00 ft ft ft Monient of Inertia Elastic Modulus Beam End Fixity 110.000 In4 29,000 ksi Pin-Pin lilnifomiLofdf | On Center Span.. #1 0.428 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... #1 k/ft 1 Point Loads {| Magnitude Location 8.630 k 6.000 ft k ft k ft k k ft ft Query Values. Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 6.88 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 In 0.00000 in L Suhnmar^ | Moments... Shears... Reactions... Max '•' @ Center 33.54 k-ft at 5.99 ft ©Left 6.88 k ©Left 6.88 k Max - @ Center 0.00 k-ft at 0.00 ft @ Right 6.88 k @ Right 6.88 k Max - @ Center Maximum 6.88 k @ Left Cant 0.00 k-ft ©Right Cant 0.00l<-ft Deflections... @ Center -0.231 in at 6.01ft Maximum = 33.54 k-ft @ Left Cant. @ Right Cant 0.000 in 0.000 in at at 0.00 ft 0.00 ft .4 / Sos-j^a^ ^^^^ H UofO/ 1/ S4 Title Bteck Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title: Dsgnr: Project Desc: Project Notes: Job# Title Block Line 6 Printed: 1 MAN 2011, 4;09PM Pole Footing Embedded in Soil k Pole Footing Embedded in Soil JjRSijg,^^^ 1 1 Lie. # : KW-06004834 License Owner: MESRI ENGINEERING Description: STAIR FOOTING General Information Code References: 2006 IBC 1805.7.2,1997 UBC 1806.8.2.1 Pole Footing Shape Footing Diameter Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive Max Passive Circular 30 in 350.0 pcf 1,500.0 psf Controlling Values Governing Load Combination: -fO-»0.70E+fl Lateral Load ; 1.946 k Moment 17.514 k-ft Restraint @ Ground Surface Pressure at Depth : Actual j 1,500.0 psf Allowable 1 1,500.0 psf Surface RetraInt Force 6,990.91 lbs Minimum Required Depth Minimum Required Depth 4.50 ft Footing Base Area Maximum Soil Pressure 4.909 ft"2 2.549 ksf Footing Diameter = 2'-6" Applied Load$ Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D: Dead Load , | 0.0 k 0.0 k/ft 0.0 k-ft 4.170 k Lr: Roof Live 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k L: Live 1 0.0 k 0.0 k/ft 0.0 k-ft 8.340 k S; Snow ! 0.0 k 0,0 k/ft 0.0 k-ft 0.0 k W: Wind 1 0.0 k 0.0 k/ft 0.0 k-ft E: Earthquake H: Lateral Earth 2.780 k 0.0 k 0.0 k/ft 0,0 k/ft 0.0 k-ft 0,0 k-ft mt 0.0 k Load distance above Base 9.0 ft TOP of Load above ground 0.0 ft . BOTTOM of Load above ground O.C ft Load Combination Results Forces ® Ground Surface Required Pressure st-msr''^^^'^' Load Combination ^ Allow - (psf) -^0 0.0 0.0 0.13 0.0 " o.o' -HD-fL-tfl 1 0.0 0.0 0.13 0.0 0.0 -^D-M-r+H 0.0 0.0 0.13 0.0 0.0 +D4{),750Lr-^.750L-fH 0.0 0.0 0.13 0.0 0.0 +D-K).70E-m 1.9 17.5 4.50 1,500.0 1,500,0 +D-tO.750Lr-*O.750L-K).5250E-tH 1.5 13.1 4.00 1,398.5 1,398,5 +D-tO.750L-K).750S-K].5250E-HH 1.5 13.1 4.00 1,398.5 1,398.5 •^0.60D•*0.70E•^H 19 17,5 4J0 1,500.0 1,500.0 f Title Bioek Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Lie. #: m-omomm Title: Dsgnr: Project Desc: Project Notes; Job# PrmlB!l;12JAN2011. 4;14PM Description: General Information STAIR COLUMN : ;ENERGALe,JNC.: 1983-2010, Ver: 6.0,22, tsl:86378 License Owner; IMESR! ENGINEERING Code Ref: 2006 IBC, AISC Manual 13th Edition Steel Section Name: Analysis IViethod: Steel Stress Grade Fy: Steel Yield E: Elastic Bending Modulus Load Combination: Applied Loads HSS6XeX3/8 2006 IBC & ASCE 7-05 46.0 ksi 29,000.0 ksi Allowable Stress Overall Column Height 9.0 ft Top & Bottom Fixity Top Free, Bottom Fixed Brace condition for deflection (buckling) along columns: X-X (width) axis: Fully braced against buckling along X-X Axis Y-Y (depth) axis :Fully braced against buckling along Y-Y Axis Service loads entered. Load Factors will be applied for caiculations. Column self weight included: 246.65 lbs * Dead Load Factor AXIAL LOADS ... GFiAVITY: Axial Load at 9.0 ft, D = 4.20, L = 8.30 k BENDING LOADS,.. SEISMIC: Lat. Point Load at 9.0 ft creating Mx-x, E = 2.780 k DESIGN SUIIXMARY Bending & Shear Check Results PASS Max. Axial-tBending Stress Ratio Load Combination Location of max.above base At maximum location values are. Pu; Axial ,: Pn / Omega: Allowable Mu-x: Applied Mn-x / Omega: Allowable Mu-y: Applied Mn-y / Omega: Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are. Vu: Applied Vn / Omega: Allowable Load Combination Fiesuits 0.4936 :1 •t-D+O.TOE-i-H 0.0 ft 4.447 k 208.79 k 17.514 k-ft 36.267 k-ft 0.0 k-ft 36.267 k-ft 0.03220 :1 -^D+0.70E+H 0.0 ft ^ 1.946 k 60.427 k Maximum SERVICE Load Reactions.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 2.780 k Maximum SERVICE Load Deflections... Along Y-Y -1.014 in at for load combination : E Only Along X-X 0.0 in at for load combination: 9.0ft above base 0.0ft above base Maximum Shear Ratios Load Combination Stress Ratio Status Location stress Ratio Status Location -^0 0.021 PASS 0.00 ft 0.000 PASS 0.00 ft -^D+Li+H 0.061 PASS 0.00 ft 0.000 PASS 0.00 ft +D-M.r-HH 0.021 PASS 0.00 ft 0.000 PASS 0.00 ft -tCl-K).750Lr-K).750L-HH 0.051 PASS 0.00 ft 0.000 PASS 0.00 ft +D-tfl.70E-HH 0.494 PASS 0.00 ft 0.032 PASS 0.00 ft -HD-K).750Lr-K).750L-K),5250E-i+i 0.388 PASS 0.00 ft 0.024 PASS 0.00 ft •KD-tO.750L-K).750S-K),5250E-t+l 0.388 PASS 0.00 ft 0.024 PASS 0.00 ft •K).60D-K),70E-HH 0.489 PASS 0.00 ft 0.032 PASS 0.00 ft Maximum Reactions - Unfactored Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction ©Base Y-Y Axis Reaction @ Base @ Top DOnly LOnly EOnly M IVlaximum Deflections for Load Combinations • Unfactored Loads 2.780 Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance DOnly LOnly EOnly 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.000 in -1,004 in 0.000 ft 0.000 ft 8.940 ft TiJi-? BIcck Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc: Project Notes: Job# Steel Column Lie. # : KW-06004B3f • Printed: 12JAN2011, 4:14™ Description: STAIR COLUMN Steei Section Pmperties : HSSSXS)^ ENERCALC, INC. 1983-2010, Ver; 6.0.22, N:86378 License Owner: MESRI ENGINEERiNGl Depth = 6.000 in Ixx 39.50 InM Web Thick = 0.000 in Sxx 13.20 in-^S Flange Width = 6.000 in Rxx 2.280 in Flange Thick = 0.375 In Area = 7,580 ln'*2 lyy 39,500 inM Weight 27,406 pit Syy 13,200 in'*3 i Ryy 2.280 in Ycg 0.000 in 64.600 in*4 TD I 1 , e.QOIn . Loads are total entered value. Arrows do not reflect absolute direction. S7 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date ^r\^ Business Name P<>^M ArT cJJ24^f^><^-^ Street Address gM^./g" S^x^g^o'sJ^ Email Address Mi^lCKiOgZ.MoOf=T rP"" fn'-^ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: Check all below that are present at your facility: (ON REVERSE SIDE CHECK TYPE OF BUSINESS)^ j^^j^ Acid Cleaning Assembly Automotive Repair Battery IVIanufacturing Biofuel Manufacturing Biotech Laboratory Built Chemical Storage Car Wash Chemical IVIanufacturing Chemical Purification Dry Cleaning Electrical Component IVIanufacturing Fertilizer Manufacturing Film/X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining / Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting/Forming Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Fomiing Nutritional Supplement/ Vitamin Manufacturing Painting / Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing / Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment/Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):_^^ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day):. List hazardous wastes generated (type / volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact J Signature ENCINA VVASTEWATER4S ^Title <^:^vj^Tg^CTTO^ '^>^PSt2.1 tNfT7=M«y\AT~ Phone No./ICQ) ^H^O^^^I RITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # ( ) Project Address City State Zip Code APN# Mailing Address <^ rpg^ tXO City State Zip Code Plan File# Project Contact Teleptione # PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS 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. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Lk|uids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactlves PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS f HMD): If the answer to anv of the questions Is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: 1. 2. 3. 4. 5. 6. YES • • • • • • NO Is your business listed on the reverse side of this form? (check all that apply). 01 Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will 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? ,Q Will your business use an existing or install an underground storage tank? 0^Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? • CalARP Exempt / Date Initials • CalARP Required 1 Date Initials • CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below Is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition pennit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 wori<lng days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more Information. YES • • J2^ \Z Will the subject focility or construction activities Include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at httD://www.sdapcd.orQ/lnfo/facts/permlts.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD If you have any questions). • (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 12)? (Public and private schools may be found after search of the Califomia School Directory at http://www.cde.ca.qov/re/sd/: or contact the /appropriate school district). 0 y~ Will there be renovation that Involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition Involving the removal of a load supporting structural member? Briefly describe proposed project: p.g'-^^OgT— gy^^TT t-^fe Briefly describe business activities: I declare under penalty of perjury that to the best of my knowledge and belief the responses ma Name of owner or Authorized Agent herein are true and con-ect. Signature of Owner or Authorized Agent ^/ ^/ n Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMrr BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (04/07) County of San Diego - DEH - Hazardous Materials Division JJ i o 03 0> lin S ^ s m 30 o g Wl O O c n a. o o 3 ft IQ 3' n o 3 3 3 cr tu 9 D 3 3 > 3 V* I -ft o 7 I 3 o c It 5 z Q z z Tl I .0 o 91 .5