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HomeMy WebLinkAbout2248 FARADAY AVE; ; CB060095; Permit05-25-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB060095 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2248 FARADAY AV CBAD Tl Sub Type: 0000000000 Lot#: $168,910.00 Construction Type: Reference #: ALLIANCE LAND PLANNING & ENG 4826 SF Tl SHELL TO OFFICE COMM 0 NEW Applicant: TSA CONTRACTING SUITE 301 4350 EXECUTIVE DR SAN DIEGO, CA 92121 858 784-3650 Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 01/10/2006 SB 05/12/2006 05/12/2006 JM Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $759.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $493.40 Meter Fee SO.OO SDCWA Fee $0.00 CFD Payoff Fee $35.47 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $4,544.00 Master Drainage Fee D3/4 Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees HMP Fee TOTAL PERMIT FEES $0.00 $185.00 $4,313.00 $0.00 $3,074.16 $0.00 $0.00 $0.00 $2,016.00 $0.00 $97.00 $110.00 $73.00 $0.00 $6,291.76 $0.00 $0.00 ?? $21,991.87 Total Fees:$21,991.87 Total Payments To Date:$21,991.87 Balance Due:$0.00 BUILDING PLANS IN STORAGE .ATTACHED Inspector: FINAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and 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 you have-Previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 1. PROJECT INFORMATION == = ,::; Z24Q F0ra&vA Awe^o£_ &^A. 0601001-2 0058 01/10/2006 001 PLAN CHECK EST. VAL. Plan Ck. Deposit Validated Date Address (include Bldg/Suite 4I&4S farado^ Business Name (at this address) Description of Work SQ. FT.# of Stories # of Bedrooms # of Bathrooms CONTACT PERSON {ifj diffe!riHt*mrti!aWilicaht) O-TTE Name 3. APPLICANT CA Address D Contractor;.. :;CT; City State/Zip Fax# Name 4. PROPERTY OWNER Address City State/Zip Telephone # Name Address City State/Zip Telephone # 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 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]). "ISA Name State License #64 "7- lift Address License Class City State/Zip Telephone # City Business Licensed \2?- \2 65 £Xf. 10/21/&, Designer Name State License # Address State/Zip Telephone # 6, WORKER'S GOMPENSATIOK=:V, T= > :=.'/ P ^ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ^f I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are. rtn.f\'3/\ / ^ -7 / i Insurance Company fe££l££fi» | ^^J i£AHUc. Policy No C&P— "8Q^Q P^Expiration Date 12/31/OS (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) d CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shatf not employ any person in any manner so as to become 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 doltars($100,000), in addition to the cost of computation, damages are provided for in Section 3706 of the Labor Code, interest and attorney's fees. SIGNATURE^S^J^I &^K- DATE t / l 7; OW'NER-BirilBER'DECLARATlOKMid-^f^''?/,'•"• I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold 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). n 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 properly improvement. D YES D NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name / address / phone number / /ontractors license number): r_ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 COMPLETE THIS SECTION FOR NOWFlESipmTtA£$iy«^P'f ERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES H NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES {JtlNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES BrNO 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. 8. CONSTRUCTION LEND ING; AGENCY^ . "j rf; : I hereby affirm thai there is a construction lending agency for the performance of the work for which this permit is issued {Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS .9.- APPLICANT CERTIFICATION1:- =. ;'>:'. - ' • '• /':..•-• ..^ y. ;•, ,: = : •'::",;';:- •;",, ,;,,:=;• , I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad (o 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, JUDGEMENTS, COSTS AND OSHAr An OSHA permit is required for excavations of 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not 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 work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).i jf APPLICANT'S SIGNATURE ^~^^^^^&^^r~ CJXxC^ DATE ) /l( WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad final Building Inspection Dept: Building Engineering Planning CMWD Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected / Bv: C? Inspected Bv: Inspected Bv: CB060095 ALLIANCE LAND PLANNING & ENG 4826 SF Tl SHELL TO OFFICE 2248 FARADAY AV ^KJMAlYxtjghttr^^ ^l HVt***1 CA ** Water Dist: CA ^ iP Date cV/ /f-tifa-s Inspected: X//d£ [6 ' I If Date Inspected: Date Inspected: StLite mHff Date: Permit Type: Sub Type: Lot: 0 i*T^ '<£> Approved: /\ Approved: Approved: 08/09/2006 Tl COMM Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Final Building Inspection Dept: Building Engineering Plan Check #: CMWD StLite Fire Permit #: Project Name: Address: Contact Person: Sewer Dtst: CB060095 ALLIANCE LAND PLANNING & ENG 4826 SF Tl SHELL TO OFFICE 2248 FARADAY AV Lot: Date: 08/09/2006 Permit Type: Tl Sub Type: COMM 0 CA Water Dist: CA Inspe By: Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permit*: CB060095 Type: Tl Date Inspection Item 08/15/2006 89 08/15/2006 89 08/11/2006 89 08/11/2006 89 08/01/2006 14 08/01/2006 24 08/01/2006 34 08/01/2006 44 07/31/2006 84 07/25/2006 84 07/24/2006 14 07/21/2006 14 07/17/2006 39 07/13/2006 34 07/13/2006 39 07/11/2006 14 06/23/2006 17 06/20/2006 17 06/20/2006 21 06/20/2006 24 06/20/2006 34 06/19/2006 24 06/15/2006 24 06/14/2006 16 06/12/2006 14 06/12/2006 34 05/25/2006 21 05/25/2006 24 Final Combo Final Combo Final Combo Final Combo Frame/Steel/Bolting/Weld in Rough/Topout Rough Electric Roug h/D ucts/Da m pers Rough Combo Rough Combo Frame/Steel/Bolting A/Veld in Frame/Steel/Bolting/Weidin Final Electrical Rough Electric Final Electrical Frame/Steel/Bolting A/Veld in Interior Lath/Drywall Interior Lath/Drywall Underground/Under Floor Rough/Topout Rough Electric Rough/Topout Rough/Topout Insulation Frame/Steel/Bolting/Weld in Rough Electric Underground/Under Floor Rough/Topout COMM Inspector Act JM - - JM JM JM JM JM JM RB TP JM JM RB JM JM MC JM JM JM JM JM JM JM JM JM JM JM Fl Rl Rl CO AP we AP AP CA CO CA NR AP PA CO AP AP PA we AP AP NR CO AP AP AP AP we ALLIANCE LAND PLANNING & ENG 4826 SF Tl SHELL TO OFFICE Comments CANCEL TOP OUT GFCI @ KIT COUNTER - VERIFY DISCONNECTS @ PANEL T-BAR SHAWN SEE NOTICE ATTACHED 2:15 HOUSE METER SEO ONLY list on site MECH UNITS (4) BATHROOMS & LOBBY LID OK WALLS ONLY LIDS ONLY not topped out WALLS & OVERHEAD SOFFIT WALLS ONLY - NEED SOFFIT LIGHTING Wednesday, August 16, 2006 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 08/15/2006 Permit* CB060095 Title: ALLIANCE LAND PLANNING & ENG Description: 4826 SF Tl SHELL TO OFFICE Inspector Assignment: JM 2248 FARADAY AV Lot Type: Tl Job Address: Suite: Location: APPLICANT TSA CONTRACTING Owner: Remarks: Total Time: Sub Type: COMM Phone: 8584371774 Inspector: Requested By: SEAN Entered By: JANEAN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date 08/1 1/2006 08/01/2006 08/01/2006 08/01/2006 08/01/2006 07/31/2006 07/25/2006 07/24/2006 07/21/2006 07/17/2006 07/13/2006 07/13/2006 07/11/2006 Description 89 14 24 34 44 84 84 14 14 39 34 39 14 Final Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Rough Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Final Electrical Rough Electric Final Electrical Frame/Steel/Bolting/Welding Act CO AP we AP AP CA CO CA NR AP PA CO AP Insp JM JM JM JM JM JM RB TP JM JM RB JM JM Comments GFCI @ KIT COUNTER - VERIFY DISCONNECTS T-BAR SHAWN SEE NOTICE ATTACHED 2:15 HOUSE METER SEO ONLY list on site MECH UNITS (4) PANEL City of Carlsbad Bldg Inspection Request For: 08/01/2006 Permit* CB060095 Title: ALLIANCE LAND PLANNING & ENG Description: 4826 SF Tl SHELL TO OFFICE Inspector Assignment: JM 2248 FARADAY AV Lot Type: Tl Job Address: Suite: Location: APPLICANT TSA CONTRACTING Owner: Remarks: Subtype: COMM Phone: 8584371774 Inspector: Total Time:Requested By: SEAN Entered By: JANEAN Act CommentCD Description 14 Frame/Steel/Bolting/Welding A f \ JOAA/ 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers AP A£- Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 07/31/2006 84 Rough Combo CA JM 07/25/2006 84 Rough Combo CO RB 07/24/2006 14 Frame/Steel/Bolting/Welding CA TP 07/21/2006 14 Frame/Steel/Bolting/Welding NR JM 07/17/2006 39 Final Electrical AP JM 07/13/2006 34 Rough Electric PA RB 07/13/2006 39 Final Electrical CO JM 07/11/2006 14 Frame/Steel/Bolting/Welding AP JM 06/23/2006 17 Interior Lath/Dry wall AP MC 06/20/2006 17 Interior Lath/Drywall PA JM 06/20/2006 21 Underground/Under Floor WC JM 06/20/2006 24 Rough/Topout AP JM 06/20/2006 34 Rough Electric AP JM Comments SHAWN SEE NOTICE ATTACHED 2:15 HOUSE METER SEO ONLY list on site MECH UNITS (4) BATHROOMS & LOBBY LID OK WALLS ONLY LIDS ONLY 07/31/2006 10:55 &192359431 HOWARD-ShEED PAGE 82/02 [HOWARD » SNEED ' 'CHITECTURE AND DESIGN •is* MAM e-cao •ate* I ••uj»j J-L ^ iftm v^wi •'Ii Alliance Land PROJECT NO: 25§J1_ DATE: .. "7-gg- TlTLEi DRAFT STOP SCALE: NTS City of Carlsbad Bldg Inspection Request For: 07/25/2006 Permit* CB060095 Title: ALLIANCE LAND PLANNING & ENG Description: 4826 SF Tl SHELL TO OFFICE Inspector Assignment: JM 2248 FARADAY AV Lot Type: Tl Job Address: Suite: Location: APPLICANT TSA CONTRACTING O. Remarks: AM PLEASE Sub Type: COMM Phone: 8584371774 Inspector: Total Time:Requested By: SEAN Entered By: JANEAN CD Description Act Comment 14 Frame/Steel/Bolting/Welding Cf?) Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date 07/21/2006 07/17/2006 07/13/2006 07/13/2006 07/11/2006 06/23/2006 06/20/2006 06/20/2006 06/20/2006 06/20/2006 06/19/2006 06/15/2006 06/14/2006 06/12/2006 06/12/2006 05/25/2006 05/25/2006 Description 14 39 34 39 14 17 17 21 24 34 24 24 16 14 34 21 24 Frame/Steel/Bolting/Welding Final Electrical Rough Electric Final Electrical Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Underground/Under Floor Rough/Topout Rough Electric Rough/Topout Rough/Topout Insulation Frame/Steel/Bolting/Welding Rough Electric Underground/Under Floor Rough/Topout Act NR AP PA CO AP AP PA we AP AP NR CO AP AP AP AP we Insp JM JM RB JM JM MC JM JM JM JM JM JM JM JM JM JM JM Comments 2:15 HOUSE METER SEO ONLY list on site MECH UNITS (4) BATHROOMS & LOBBY WALLS ONLY LIDS ONLY not topped out LID OK WALLS & OVERHEAD SOFFIT WALLS ONLY - NEED SOFFIT LIGHTING CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE fy/f -£/ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER IWfCRMymQN, CONTACT _ YES PHONE CODE ENFOBCEMENTOFFcfi City of Carlsbad Bldg Inspection Request For: 07/17/2006 Permit# CB060095 Title: ALLIANCE LAND PLANNING & ENG Description: 4826 SF Tl SHELL TO OFFICE Inspector Assignment: JM 2248 FARADAY AV Lot Type: Tl Job Address: Suite: Location: APPLICANT TSA CONTRACTING Owner: Remarks: Sub Type: COMM Phone: 8584371774 Inspector: Total Time:Requested By: SHAWN Entered By: CHRISTINE CD Description 39 Final Electrical Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Date 07/13/2006 07/13/2006 07/11/2006 06/23/2006 06/20/2006 06/20/2006 06/20/2006 06/20/2006 06/19/2006 06/15/2006 06/14/2006 06/12/2006 06/12/2006 05/25/2006 05/25/2006 Inspection History Description 34 39 14 17 17 21 24 34 24 24 16 14 34 21 24 Rough Electric Final Electrical F ram e/Steel/Bolting/Weld ing Interior Lath/Drywall Interior Lath/Drywall Underground/Under Floor Rough/Topout Rough Electric Rough/Topout Rough/Topout Insulation Frame/Steel/Bolting/Welding Rough Electric Underground/Under Floor Rough/Topout Act PA CO AP AP PA we AP AP NR CO AP AP AP AP we Insf RB JM JM MC JM JM JM JM JM JM JM JM JM JM JM Comments SEO ONLY list on site MECH UNITS (4) BATHROOMS & LOBBY LID OK WALLS ONLY LIDS ONLY not topped out WALLS & OVERHEAD SOFFIT WALLS ONLY - NEED SOFFIT LIGHTING CORPORATION LICENSE #588089 July 14, 2006 City of Carlsbad 1635 Faraday Avenue Carlsbad, California 92008 Re: SDG&E Project Number: 535759, 2248 Faraday Avenue, Carlsbad, Cttifornia To Whom It May Concern: This is to certify that the specified torque ratings have been tightened to the manufacture's specifications as attached, for the switchgear that was installed at the project located at 2248- Faraday Avenue, Carlsbad, California 92008. If you havcanv questions, please don't hesitate to contact us. Sincerely, EMPIRE ELECTRIC CORPORATION Jeffrey L. Anderson, President 49 CHANNEL ROAD. STE. R • LAKESIDE, CALIFORNIA 92040 PHONE: (f>i9)390^5618-FAX: (619)390-4719 City of Carlsbad Bldg Inspection Request For: 07/13/2006 Permit* CB060095 Title: ALLIANCE LAND PLANNING & ENG Description: 4826 SF Tl SHELL TO OFFICE Inspector Assignment; JM 2248 FARADAY AV Lot Type: Tl Job Address: Suite: Location: APPLICANT TSA CONTRACTING Owner: Remarks: Sub Type: COMM Phone: 8584371774 Inspector: Total Time:Requested By: SHAWN MYERS Entered By: CHRISTINE CD Description 34 Rough Electric Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Insoection History Date 07/1 1/2006 06/23/2006 06/20/2006 06/20/2006 06/20/2006 06/20/2006 06/19/2006 06/15/2006 06/14/2006 06/12/2006 06/12/2006 05/25/2006 05/25/2006 Description 14 17 17 21 24 34 24 24 16 14 34 21 24 Frame/Steel/Bolting/Welding Interior Lath/Dry wall Interior Lath/Drywall Underground/Under Floor Rough/Topout Rough Electric Rough/Topout Rough/Topout Insulation Frame/Steel/Bolting/Welding Rough Electric Underground/Under Floor Rough/Topout Act AP AP PA we AP AP NR CO AP AP AP AP we Insp JM MC JM JM JM JM JM JM JM JM JM JM JM Comments MECH UNITS (4) BATHROOMS & LOBBY LID OK WALLS ONLY LIDS ONLY not topped out WALLS & OVERHEAD SOFFIT WALLS ONLY - NEED SOFFIT LIGHTING EsGil Corporation In (Partnership witfi government f or (Buifding Safety DATE: 3/7/06 a APPLIQNT JURISDICTION: City of Carlsbad D PLAN Q FILE PLAN CHECK NO.: 06-0095 SET: III PROJECT ADDRESS: 2248 Faraday Ave PROJECT NAME: Alliance Land Planning & Engineering - TI XI The plans transmitted herewith have been corrected where necessary and subst/aiiy comni with the jurisdiction's building codes. y The plans transmitted herewith will substantially comply with the jurisdiction's bug codes when minor deficiencies identified below are resolved and checked by building Grtrnent <;f H The plans transmitted herewith have significant deficiencies identified on the en<y check I* and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being It Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward contact person. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been Meted. Esgil Corporation staff did advise the applicant that the plan check has been compd. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ D PC 2/28/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-176 EsGil Corporation In (Partnership with government f or <Sui fifing Safety DATE: 2/13/06 a_AEEUCAJT JURISDICTION: City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 06-0095 SET: II PROJECT ADDRESS: 2248 Faraday Ave PROJECT NAME: Alliance Land Planning & Engineering - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X] The applicant's copy of the check list has been sent to: Howard & Sneed / Lindsay Otte 633 Kettner Blvd. San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lindsay Otte Telephone #: 619-235-6166 Date contacted:2 )/V/6(<? (by^ ) Fax #: 619-235-9431 Mail Telephone /^ Fax r In Person REMARKS: By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ D PC 2/6/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + {858)560-1468 * Fax (858) 560-1576 City of Carlsbad 06-0095 2/13/06 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2248 Faraday Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/6/06 REVIEWED BY: Doug Moody PLAN CHECK NO.: 06-0095 SET: II DATE RECHECK COMPLETED: 2/13/O6 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new complete sets of prints to: B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo City of Carlsbad O6-0095 2/13/06 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4. Please revise the plans to show the glazing in window type 2 to be tempered. a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 6. Please revise the electrical plans to be consistent with the mechanical plans, the mechanical plans show 5 heat pumps and 1 AC unit and the electrical plans and panel schedule show only 4 heat pumps? The mechanical plans and the electrical plans are still inconsistent. 7. Provide the complete energy designs for the proposed changes in the lighting, and mechanical systems. Provide the completed LTG-, and MECH- forms showing energy compliance. Please clarify the MECH-2-C to show why the proposed capacity of the equipment exceeds the calculated? To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q City of Carlsbad 06-0095 2/13/06 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. EsGil Corporation In (Partners (tip with government for (Bui&fing Safety DATE: 1/20/O6 JURISDICTION: City of Carlsbad PLAN CHECK NO.: O6-0095 SET: I PROJECT ADDRESS: 2248 Faraday Ave PROJECT NAME: Alliance Land Planning & Engineering - TI a APPLICANT a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Howard & Sneed / Lindsay Otte 633 Kettner Blvd. San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lindsay Otte Telephone #: 619-235-6166 Date contacted: \-20-<Wby:i£^ Fax #: 619-235-9431 Mail Telephone /Fax /In Person REMARKS: By: Doug Moody Esgil Corporation D GA [H MB D EJ Enclosures: PC 1/12/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad 1/20/O6 O6-0095 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 06-0095 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: Unknown REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/10/06 DATE INITIAL PLAN REVIEW COMPLETED: 1/20/06 JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 4826sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 74 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/12/06 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw.dot City of Carlsbad 06-0095 1/20/06 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbing/Mechanical Codes and the 2004 edition of the California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. 2. On the first sheet of the plans indicate: • The floor area of the remodeled area, • Type of construction of the existing building, • Sprinklers: Yes or No • Present and proposed occupancy classifications of the remodel area, • The occupant load of the remodel area(s). 3. Please correct the sheet index to be consistent with the plans. 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 5. Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 6. Please revise the electrical plans to be consistent with the mechanical plans, the mechanical plans show 5 heat pumps and 1 AC unit and the electrical plans and panel schedule show only 4 heat pumps? City of Carlsbad 06-0095 1/20/06 7. Please indicate on the plans the location of the electrical panel and detail the required working clearance. 8. Please indicate the location of the ladder access to roof mounted HVAC equipment. 9. Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 10. Please revise the plumbing plans to show the total aggregate vent area to be equal to the required sewer size per section 904.1 of the UPC. (A minimum of 7.06 square inches). 11. Provide the complete energy designs for the proposed changes in the lighting, and mechanical systems. Provide the completed LTG-, and MECH- forms showing energy compliance. 12. Please provide complete LTG-1-C forms based on the correct square footage. The current LTG forms show a floor area of 9995 square feet and the entire building is only 4826 square feet. 13. Please imprint on the plans all portions of the MECH and LTG energy designs required to be part of the plans. 14. Please revise the plans to show the private restroom to be fully accessible or clearly note on the plans this restroom is for the personal and private use of the business owner only and not to be used by employee's or customers and indicate the restroom to be accessed only from the private office of the business owner. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. CITY OF CARLSBAD POLICIES AND PROCEDURE NUMBER: 80-6 EFFECTIVE: 5/1/92 SUPERSEDES:80-6(9/10/80) 80-6(5/01/81) SUBJECT: ROOF MOUNTED EQUIPMENT SECTION: BUILDING DEPARTMENT PURPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. INTENT: A. Maintain roof integrity. B. Prevent hazardous condition to firemen who must fight fire on the roof. C. Provide an installation that is aesthetically sensitive to the building and the adjoining properties. POLICY: 1. All equipment shall be concealed from view and the design * shall meet the approval of the Planning Department. 2. All equipment shall be specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department. 3. All roof mounted equipment shall be on a platform which shall be an integral part of the roof-flashed and waterproofed. When a screen is approved, it shall have as few roof connections as possible and be structurally adequate. 4. All electrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made in the same roof opening on the platform or have the prior approval from the building official. 5. Sewer vents shall be brought to one main vent below the roof and have one penetration where restrooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or in general proximity. 6. Existing buildings and equipment, remodel or replacement, shall meet the above regulations or shall have the prior approval from the building official. 7. Where new equipment is installed, unused or abandoned equipment, including all roof mounted piping, electrical, mechanical, duct, and other related appurtenances shall be removed from roof and unused openings properly sealed to maintain roof integrity. *The architect should, through design, conceal the heating/AC unit and other equipment whether they are on the roof or elsewhere. tiated By:Approved B City of Carlsbad O6-0095 1/2O/06 VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 06-0095 DATE: 1/20/06 JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody BUILDING ADDRESS: 2248 Faraday Ave BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 4826 cb Valuation Multiplier City Valuation By Ordinance Reg. Mod. VALUE ($) 168,910 168,910 $759.08 Plan Check Fee by Ordinance Type of Review: Q Repetitive FeeRepeats Complete Review D Other ,—, Hourly Structural Only Hour* Esgll Plan Review Fee $493.40 $425.08 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE /M 5 /O RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE Docs/Misforms/Planning Engineering Approvals D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEE Estimate based on unconfirmed information from applicant. Calculation base^Hon building plancheck plan submittal. Address: Prepared by: EDU CALCULA Bldg. Permit No. Checked by:Date: Types of Use: Types of Use: List types and square footages for all uses. Sq. Ft./Units:_ Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Q VA. Sq. Ft./Units: ^ Sq. Ft./Units:Types of Use: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ID NO D 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS: D 2. TRAFFIC IMPACT FEE ADT's/UNITS:X FEE/ADT: 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT: DIST. #2 D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: D 5. SEWER FEE EDU's: ZONE:. X FEE/SQ.FT./UNIT: BENEFIT AREA: EDU's: r X FEE/EDU: X FEE/EDU: -« D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA_ ACRES: = $ HIGH /LOW X FEE/AC: D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Mliform*kFae Calculation WorkihMt I of 2 tan n\3 D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner APN: Address 2Mti Greg Fisher Phone (760) 602-4629 Type of Project & Use:_ Zoning: C * w General Plan:_ CFD (in/out) #_Date of participation: Net Project Density:.DU/AC Facilities Management Zone: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: 1X1 Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _ Discretionary Action Required: APPROVAL/PESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: l~l Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ CA Coastal Commission Authority? YES NO. NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (6191 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES_ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required:YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.] Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMlN\COUNTER\BldgPlnchkRevChklst Rev 9/01 • #^£ <r t>^$ D D n n DD D D D D n n n n Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right- of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO 2. Project complies YES NO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required Required Required Shown Shown Shown Shown Shown 2. Accessory structure setbacks: Front: interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: 5. Parking: Required Required Required Required Required Required Required Spaces Required orf Shown Shown Shown Shown Shown Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Correction #1 - Please show on Sheet 1 the total number of parking spaces provided and required on site for each use per Chapter 21.44. Correction #2 - Is there any proposed roof mounted equipment associated with this building permit? If so. will the equipment be screened by an existing parapet wall or is new screening material required? Please see the attached handouts for examples. /2 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 02-08-2006 Reviewed by: Name: Address: Permit #: CB060095 Job Name: ALLIANCE LAND PLANNING & ENG Job Address: 2248 FARADAY AV CBAD INCOMPLETE The Hern you have submitte^jbrjeyoew-is^mxjmplete. Al Ihis rime, ihis officTcanhot adequately conduct a review to^dete^mnrcOTn^fiance with the applicable codes and/or standards. Please review carefully all cpBiments^atFached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to thiyciffTce for review and approval. Conditions: Cond: CON0001047 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. 1. Provide complete address and suite designation. 2. Provide building construction information indicating occupancy classification, type of construction, number of stories, aggregate square footage, proposed occupant loads, and description of intended uses. 3. Show on plan who is the property owner. There is contradictory information provided. Entry: 01/25/2006 By: GR Action: CO Entry: 02/08/2006 By: GR Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 01-25-2006 Reviewed by: Name: Address: Permit #: CB060095 Job Name: ALLIANCE LAND PLANNING & ENG Job Address: 2248 FARADAY AV CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0001047 [NOT MET] 1. Provide complete address and suite designation. 2. Provide building construction information indicating occupancy classification, type of construction, number of stories, aggregate square footage, proposed occupant loads, and description of intended uses. 3. Show on plan who is the property owner. There is contradictory information provided. Entry: 01/25/2006 By: GR Action: CO STRUCTURAL CALCULATIONS FARADAY SPECTRUM PARCELS 3 & 4 BLDG. #9 - TENANT IMPROVEMENT CARLSBAD, CA 2K6-190 NEW SUPPORT FOR MECHANICAL UNITS SHEETS 1 THRU 18 PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Te! (858) 487-0311 Faraday Spectrum BLDG. #9 JOIST CALCULATIONS FOR NEW MECHANICAL UNITS STRUCTURAL CALCULATIONS INDEX SHEET No. EXISTING ROOF FRAMING LOADS 1 MECHANICAL UNIT SEISMIC ANCHORAGE 2 NEW LOADS ON JOISTS SUMMARY 3 PLAN VIEW OF ROOF W/ MECH. UNITS 4 JOIST CALCULATIONS JOIST J503 (TYPICAL) 5-18 FARADAY SPECTRUM BLDG.#I^ EXISTING ROOF DESIGN LOADS PSF ROOFING 2.2 VT PLYWOOD 1.5 2X6@24"O.C. 1.1 INSULATION 0.8 MECH. & ELECT. 1.5 SUSPENDED CEILING 1.8 JOISTS AT 8'-0"O.C. 2.5 MISC 3.6 SUM DL= 15 PSF LIVE LOAD 20 PSF (REDUCIBLE) ..fox STRUCTURAL Date; ENGINEERS sht t tJp J. y 1-5 & (jftSM'*5J IS. N 0 (s3B 2vOaOb3T 2x6 SUBPURLIN STRUCTURAL Date:MLL ENGINEERS snt -Z£-(sOBO6/22/06 2K6-190 (slpl2vlsOb4148TBEAM ANALYSIS PROGRAM (slp9vlsOb4148T SPAN LENGTH = 8.00 ft (Simple Span) (6. 60) (sOplO.OOhl UNIFORM LOADS (k/ft & ft) vd wl XI X2 0.070 0.000 0.00 8.00 POINT LOADS (k & ft) Pd PI X 0.400 0.000 4.00 REACTIONS (k) LOAD Dead Live Total i LEFT 0.480 0.000 0.480 RIGHT 0.480 0.000 0.480 MAXIMUM FORCES V max = Vd max = M max = Md max = DEFLECTIONS LOAD 0.480 k @ 0.480 k @ 1.360 kft @ 1.360 kft @ (El = Defl (in) 0.00 ft 0.00 ft 4.00 ft 4.00 ft X (ft) Total Live Dead TOTAL Defl 13824/EI 0/EI 13824/EI El 4.00 0.00 midspan L / 180 L / 240 L / 360 25920 34560 51840 (s3B OsObST PRIMED: 2x6 SUBPURLIN ENOlNEERSsht (SOB06/22/06 2K6-190 (slpl2vlsOb4148TBEAM DESIGN PROGRAM (slp9vlsOb4148T (6.60) (sOplO. 00hl2v Gov. Deflection : Total - L/240 Required El = 34560 kin"2 (s3B (s3B 2x6 S3 (sOB Actual ; 1.5" x 5.5' Design per 1991 NDS Douglas Fir-Larch STRESSES (psi) Shear @ 'd' : *V = 0.45 k 8 0.46 ft *Fv = Q6 fv = 81 95 % Fb' = 2356 fb « 2158 92 % Live LDf = 1.25, Cf * 1.30 * Governed by Dead LDF * 0.90 4x6 #2 (sOB Actual : 3.5" x 5.5' Design per 1991 NDS Douglas Fir-Larch STRESSES (psi) DEFLECTIONS (in) Total = Live = Dead = 0,35 = 0.00 =* 0.35 (E = 1900 L / 274 L / — ksi) 87 % 0 % f.V— n i> •- — fn / Shear @ 'd' : *V = 0.45 k @ 0.46 ft *Fv = 86 fv = 35 41 % Fb' = 1422 fb = 925 65 % Live LDF = 1.25, Cf * 1.30 * Governed by Dead LDF =0.90 DEFLECTIONS (in) Total = 0.18 = Live = 0.00 ~ Dead = 0.18 (E = 1600 Jcsi) L / 539 45 % L / --- 0 % P -1 - (S3B 2vOsO*>3T (s3B 4X ABOVE • ENGINEERS gut- J£_QB06/22/0&"- (slpl2vlaOb4148TBEAM ANALYSIS PROGRAM (slp9vlsOb4148T (6. 60) (sOplO.OOhl (SOB06, 2K6-190 SPAN LENGTH * 4.00 ft (Simple Span) POINT LOADS Pd 0.400 0 REACTIONS LOAD Dead Li va Total (k & ft) PI X .000 2.00 (k) LEFT 0.200 0.000 0.200 RIGHT 0.200 0.000 0.200 MAXIMUM FORCES V max = Vd max = M max — Md max — DEFLECTIONS LOAD Total Live Dead 0.200 k @ 0.200 k 8 0.400 kft @ 0.400 kft 8 (El = k±n*2) Defl (in) 922/EI 0/EI 922/EI 0.00 ft 0.00 ft 2,00 ft 2.00 ft X (ft) 2.00 0.00 midspan Gov. Deflection Required El = 4x3 #2 (sOB Total = L/240 4608 kin*2 Actual ; 3.5" x 2.5' Design per 1991 NDS Douglas Fir-Larch STRESSES (psi) Shear & 'd' : *V = 0.20 k @ 0.13 ft *Fv = 86 £v = 34 40 % Fb1 = 1805 £b = 1317 73 % Live LDF = 1.25, Cf = 1.50, Cfu -1.10 * Governed by Dead LDF =0.90 DEFLECTIONS (in) (E * 1600 ka±) Total - 0.13 = L / 380 63 * Live a 0.00 = L / 0 % Dead = 0.13 ROOF UU * •h 0 1? PRIME Job: lJ STRUCTURAL Q ENGINEERS sot tt D 0- E1 u ii-O O UCTUDe: ENGINEER o X"O Ui CO (DOOCM C>J ?: V-c. Z oCN COo Vf> ft-a s o-O 4- u. ±o XS-T?o -^ UJ + TJs-1 Jads: LC 2. D +• L +esurts for LC 2, D •*eaction units are k^j tree . _. . « <D (D f" '5)cLU "CDi_rime StructuQ_ b-^^. Z) sUJ 2 LUz oo> 1COXCM V! o K oo VV o X .-C--JL P RIM Bi°_b-.'$*% SB ENGINEERS sht! * St o^-^_ y>ui O -Q oCN COoin o « *S UJ jo 0 P c+ In to D "> * « °. £^ (O CO°oa !M ID0) 0)a; Q; ro ' CO , «!CD ,oo iCM CM ® 0 VI V- I H- O o 0 o * o i£ xg j CLjk ; "o>| w"" ^ c H-i UJ — xo UJ <D liu, oo> i CM JOB* : JOIST MARK : JOB NAME : 2K6-190 J503 FARADAY SPECTRUM - BLOG. #8 PRIMED STRUCTURAL Dat ENGINEERS snt- CHORD PROPERTIES "INA2 IN IN IN INA3 PSI PSI CHORD TC BC SECTION 45 44 AREA 0.9375 0.8742 Rx 0.6089 0.6113 RZ 0.3911 0.3918 Ryy 1.2500 1.2455 Stop 0.5875 0.2309 Sbott 0.2468 0.5582 Fy 50000.0 50000.0 Fb 30000.0 30000.0 TOP CHORD CHECK LBS LBS-IN PSI PSI PSI PSI MEMBER T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 AXIAL LD * 14018.0 13851.0 23235.0 23213.0 31868.0 31868.0 38206.0 38205.0 42475.0 42474.0 44883.0 44883.0 45617.0 45616.0 46069.0 46070.0 46044.0 46044.0 44139.0 44139.0 40147.0 40147.0 33562.0 33562.0 24349.0 24350.0 14393.0 14652.0 BENDING LD ' 2536.0 1258.0 1098.0 1276.0 1442.0 1147.0 1592.0 1642.0 1686.0 1706.0 1723.0 1713.0 1732.0 1603.0 1606.0 1761.0 1753.0 1756.0 1746.0 1414.0 1707.0 1658.0 1582.0 1465.0 1369.0 1103.0 825.0 3239.0 fa = P/A 7476.27 7387.20 12392.00 12380.27 16996.27 16996.27 20376.53 20376.00 22653.33 22652.80 23937.60 23937.60 24329.07 24328.53 24570.13 24570.67 24558.80 24556.80 23540.60 23540.80 21411.73 21411.73 17899.73 17899.73 12986.13 12986.67 7676.27 7814.40 fb = M / Stop 2160.05 1070.66 934.49 1085.98 1227.26 976.19 1354.92 1397.48 1434.93 1451.95 1466.42 1457.90 1474.08 1364.29 1366.84 1498.76 1491.95 1494.50 1485.99 1203.43 1452.80 1411.10 1346.41 1246.84 1165.13 938.74 702.14 2756.66 fa + fb 9636.31 8457.86 13326.49 13466.25 16223.53 17972.46 21731.46 21773.48 24088.26 24104.75 25404.02 25395.50 25803.14 25692.82 25936.97 26069.42 26048.75 26051.30 25026.79 24744.23 22864.53 22822.83 19246.15 19146.57 14151.27 13925.41 8378.41 10571.06 Fa" 14334.9 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 27067.4 14334.9 % STRESS 0.67 0.31 0.49 0.50 0.67 0.66 0.80 0.80 0.89 0.89 0.94 0.94 0.95 0.95 0.96 0.96 0.96 0.96 0.92 0.91 0.84 0.84 0.71 0.71 0.52 0.51 0.31 0.74 RESULT OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK LC 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 BOTTOM CHORD CHECK LBS PSI LBS MEMBER B1 B2 B3 84 B5 B6 B7 ea 89 810 B11 B12 B13 AXIAL LD * 18335.0 27835.0 35301.0 40575.0 43889.0 45440.0 45403.0 46360.0 45297.0 42503.0 37253.0 29260.0 18796.0 fa 10487.02 15920.71 20191.01 23207.57 25103.07 25990.19 25969.03 26516.40 25908.40 24310.32 21307.49 16735.76 10750.70 Fa" 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 30000.0 % STRESS 0.35 0.53 0.67 0.77 0.84 0.87 0.87 0.88 0.86 0.81 0.71 0.56 0.36 RESULT OK OK OK OK OK OK OK OK OK OK OK OK OK LC 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE:* RISA JOIST ANALYSIS WITH NEW DESIGN LOADS " EXISTING QUINCY JOIST DESIGN. SEE REFERENCE AT END STRUCTURAL Date:J^ ENGINEERS sht JL WEB DESIGN CHECK LBS MEMBER W2L W3L W4L W5L W6L W7L W8L W9L W10L W11L W12L W13L W14L W15L W15R W14R W13R W12R W11R W10R W9R W8R W7R W6R W5R W4R W3R W2R V1L V2L V3L V4L V5L V6L V7L V7R V6R VSR V4R VSR V2R V1R AXIAL LD * -15592.0 7818.0 -6925.0 6804.0 -5907.0 5166.0 -4336.0 3649.0 -2886.0 2233.0 -1530.0 912.0 -257.0 -323.0 -1060.0 488.0 529.0 •1144.0 1832.0 -2482.0 3628.0 -4320.0 5554.0 -6300.0 7228.0 -7975.0 7808.0 -16298.0 451.0 -39.0 475.0 471.0 470.0 468.0 453.0 455.0 470.0 472.0 475.0 474.0 458.0 740.0 MAX REACTION * 7825 25% REACTION 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 1956.25 TENSION 15592.0 0.0 6925.0 0.0 5907.0 0.0 4336.0 0.0 2886.0 0.0 1956.3 0.0 1956.3 1956.3 1956.3 0.0 0.0 1956.3 0.0 2482.0 0.0 4320.0 0.0 6300.0 0.0 7975.0 0.0 16298.0 0.0 39.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LBS LBS LBS COMPRESSION 0.0 7818.0 0.0 6804.0 0.0 5166.0 0.0 3649.0 0.0 2233.0 0.0 1956.3 0.0 0.0 0.0 1956.3 1956.3 0.0 1956.3 0.0 3628.0 0.0 5554.0 0.0 7228.0 0.0 7808.0 0.0 451.0 0.0 475.0 471.0 470.0 468.0 453.0 455.0 470.0 472.0 475.0 474.0 458.0 740.0 ALLOW TENS " 18220.0 16599.4 12538.0 14665.2 8995.3 12538.0 6245.4 9579.7 6245.4 7922.7 6245.4 7922.7 7922.7 6245.4 6245.4 7922.7 7922.7 6245.4 7922.7 6245.4 9579.7 6245.4 12538.0 8995.3 14665.2 12538.0 16599.4 18220.0 6245.4 6245.4 6245.4 6245.4 6245.4 6245.4 7922.7 7922.7 6245.4 6245.4 6245.4 6245.4 6245.4 6245.4 ALLOW COMP " 1630.6 8818.9 7296.4 9226.3 3883.7 6957.2 1644.6 5012.1 1576.3 3044.9 1511.4 2920.5 2920.5 1391.6 1391.6 2920.6 2920.6 1511.4 3044.9 1576.3 5012.1 1644.6 6957.2 3883.7 9226.3 7296.4 8818.9 1630.6 3128.2 3229.6 3043.7 2852.3 2656.6 2474.8 4319.4 4319.4 2474.8 2656.6 2852.3 3043.7 3229.6 3128.2 % STRESS 0.86 0.89 0.55 0.74 0.66 0.74 0.69 0.73 0.46 0.73 0.31 0.67 0.25 0.31 0.31 0.67 0.67 0.31 0.64 0.40 0.72 0.69 0.80 0.70 0.78 0.64 0.89 0.89 0.14 0.01 0.16 0.17 0.18 0.19 0.10 0.11 0.19 0.18 0.17 0.16 0.14 0.24 RESULT OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NOTE: ' RISA JOIST ANALYSIS WITH NEW DESIGN LOADS " EXISTING QUINCY JOIST DESIGN, SEE REFERENCE AT END Company Designer Job Number Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/120) 2HL SlRUCTUttLDawJ J3!$i&WWW$$M - June 21, 2006 10:1 0AM Checked By: Joint Coordinates and Temperatures 1 2 3 4 5 I 6 7 8 y 1-011 12 13 14 15 16 17 1$ 19 2© 21 22 23 24 25 26 27 28 29 30 ,11 32 33 34 3536 37 38 39 40 41 42 43 Label N1m N3m N5 ;l*J6 N7 fe8Np NfliQ N11 N12 N13 .KM4- CL N1>6 N17 fcl*» N19 $B& ; • v-V,.,. -;-i N21 $££• ' N23 N26 N27 tslSS N29 N3Q N31 N32 N33 N34 N35 ISi36 N35A N3tA N37 N38Nsg N4® N41 •N*2 N43 X[in) 0 39 65 89 113tap i§i#«s 209 ,^3 257 ,2B1 305 ^29' 353m$ 401 ^Ii 449 s=: :;=;;: s: •••;- :^4^,/ .' ..;•••.,..'> 497Mga- ' ' •el 545 4S 89 tSf 185 213 281 329 377 42S 473 S§1 569 617 658 569 593 G3;7 64,1 . &&• 706 YJin] 23.4688 24^^13 24.283 2S.3@3 25.^23 ^At!SB& 2£-8?? '*^^:i?^i>il-.JE^iwfiiff 27.82g•liiii. 28.823li^sis. 29.823 •3tl3W 30.823 'SA's'SQ.fll 29-923 28.82^ .:i!,p.^f^i|li. 27.823 ' -:gi£:;tlii ' 26.823:ft. 0 0 0d 0 0oa 0 :® 0 0 0m®23 25.823 -2&S2-3- 24.823 J^2W. 23.4688 Temp fF] 0 _Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0•0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _JL J 0 0 0 0 0 0 jQ _ Basic Load Cases 1 2 3 4 BLC Description DEAD LOAD U^4«) SEISMIC PT LOH& MECH. UNITS Cateqory Npne Wsm None Nblta None X Gravity Y Gravity Joint 1 1 4 Point Distributed 28 28 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]Page 1 • Company : Designer : Job Number : Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/1 20) A PRIMED: L STRUCTURAL Dale: i ENGINEERS SM: J June 21 ,2006 10:10 AM Checked Bv: Load Combinations DRsrrintinn Sol...PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Fatter BLC Factor BLC Factor BLC Factor 1 2 3 D + L + Pt. LOAD D + L + MMm. 0.75*D + 0.75*MECH. +.. ff"? Yep 1 tf 1 1 1; : .75 p '•£ 5 1 "H ' ' .75 3 3 1:f . 75 j i4-4. 4 4- - Joint Loads and Enforced Displacements (BLC 3 : SEISMIC) 1 Joint Label N43 I Direction Magnitude[k,k-in injadk' Joint Loads and Enforced Displacements (BLC 4: PTLOAD) Joint Label L.D.M Direction Maanltudelk.k-in in.rad k'sft2/in] 1 CL Y -1 Joint Loads and Enforced Displacements (BLC 5: MECH. UNITS) 1 2 3 4 Joint Label L.D.M Direction Maanitude(k.k-in in.rad k'sA2/in] CL KN7 N21 M£3 L L L L Y Y Y Y -.3 -.3 -.3 -.3 Member Distributed Loads (BLC 1: DEAD LOAD) 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 1.8 19 20 21 22 23 24 25 26 27 26 Member Label T1 T2 T3 T4 T5 T6 T7 IB: T9 T1D T11 me T13 T14 T15 T16 T17 T18. T19 T20 T21 T22 T23 T24 T25 126 T27 f28 Direction Y •>T Y Y Y Y Y- .-• r • Y. sr .. • Y;. .&...-..••• Y Y Y Y Y Y Y Y Yy Y Y Y Y Y Y Start Maanitudefk/ft.d. -.12 ,^l& - -.12 ,M -.12 -A& -.12 •: .' - rJ2: " -.12 '• -« ' ' .. -.12 . .::,:. •-.;:'^^,.: .', .-. -.12• -m -.12 rjffi -.12 -.12 -.12 -.*2 -.12 -M. -.12 ^.1^2 -.12 r.*2 . -.12 -.1IS End Magnitude[k/ft.d.. -.12. .: -.m -.12 -.^: -.12 ,.1;2 -.12 -«§••• • -.12 , . ' *M • . -.12 '-••i.'L.Ja^S-.iv'^-i -.12^Jl: -.12-.m -.12 -.12 -.12-.ta -.12-..m -.12-.1© -.12,.^ -.12 -,W Start Location[in.%) 0 •fl 0 0 0 0, 0 :i^ 0 • . $ 0 '. , - ifr 0 © 0 0 0 0 0 0 00 0 :0 0 0 0 0 End Location[in.%] 0 0 0 0 0 0 0 0 0 § 0 0 0 0 0 0o0 0 0 0 0 I 0 0 I 0 0 0 0 Member Distributed Loads (BLC 2 : LIVE LOAD) Member Label Direction Start Magnitude[k/ft,d..£nd Magnitude[k/ft,d... Start Location[in,%] End Location[in,%] RISA-2D Version 6.0 [\\Server\server-^dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]Page 2 Company Designer Job Number Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/120) June 21,2006 10:10 AM Checked By:_ Member Distributed Loads (BL.C 2: LIVE LOAD) (Continued) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 1;8 19 20 21 22 23 24 25 26 27 28 Member Label T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 Tt6 T17 T1& T19ta» . T21 1:22 123 T24 T25 T26 T27 T28 Direction Y Y Y Y Y $' . Y Y Y Y YY Y Y Y Y Y•W-. -..:.:• Y'W' . . . Y • '%' ' Y Y Y Y Y ^ Start Magnitude[k/ft.d. -.12 *M -.12,,m -.12-m -.12 . -M -.12 -.12 -.12 -.12 -.12 -.12 -.12 ••?$$,• -.12 -.12 -.12 .:.,. ::^J». , -.12 -.1& -.12, -.t2 -.12 *.,1&. End Magn!tude[k/ft.d.. -.12 ^M. -.12 . ..$& -.12vi&. ': -.12-,*a . -.12 -.1'2 -.12 -.12 -.12 -.1.2 -.12 . . ^IB • -.12 :—.-:.. ...•sJil,... •.:;:, . -.12 •^$1:.-. • , : -.12..,. .. .~m ..,".,. . -.12 rM -.12 .<:te -.12 ,,;1:2 Start Location[in.%] 0 0 P ,8. 0 f 0 ©: 0 0 0 0 0 0 01 0 ::.:::- ' ^, 0& 0o;o ;0P0 0 0 End Location[in,%] 0 8 Q. j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 00 0 0 0 0 0 0 0 0 Joint Reactions H 2 3 4 r ._UC 2 2 2 2 Joint Label N1 •8HP& Totals: 6frJlii.;ffn1: X[kl 0 @ 0 &::3£I;&M Yfk] 7.4997vS!i 15.323 Y: 2^;1B MZ [k-in] 0 0 Member Section Forces (By Combination) 1 2 3 4 56 7 8 910 11 I? 13 14 15 1'6 LC 2 2 2 2 Member Label T1 life T3 w ''•./ Sec 1. :ar 3 •it . 5 ::t.. 2'3' ' 4 :S. 1 • & ' 3 ' ' * 5 "•'!-•' • AxialfkJ 14.018 IMPP: 14.01 14.002 • i^iH 13.851mm 13.851i&m 23.23£^3jyga[: 2^.225 .lliili' • : 23.215'-$$Hm: '• . Shear[k] •3&8 .113: -.032• -.iii7 -.422 .SS2 .162 .©^S --P98 -.2^1 .24$.jfiHi .006 -;» -.234 .^t:/ Moment[k-in] 0 "2;§38 -3.174 -1.909 1.258 1.258 -.22 -.853 -.641 .417.417 -.7^1 -1.098 -.775 .269 ,268 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]PageS Company : Prime Structural Engineers Designer : NEW MECH. UNITS Job Number : 2K6-190 J503 (240/120) STRUCTURAL Date;ii* ENGINEERS Sht: June21,2006 10:10 AM Checked By:_ Member Section Forces (By Combination) {Continued) 17 18 19 20 21 22 23 24: 25 26 27 28 29 3Q 31 32 i 3334 35 36 37 38 39 40 41 43 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61$2 63 64 65 66 67 68 69 70 / 1 72 73 ; LC | 2 2 2 2 2 2 2 2 2 2 2 Member Label [ j T5 T8 T7 166 T9 TO T11 •w§- T13 TC» T15 i Sec 2 3 4§1 2- 3 .£ 5 *2 3 4 :f 1 m- ' '?£• • . 3 4, . 5*.. . 2 & 4 J3* 1 3 # 5 1 2 . '3!'. 4. .a.1 . . , . A . . . 3 . ./ '. ,-&... • .. 5 T:.,- , 2 3 4 5 1 2 3 4 5 1 2 & 4 5 1 2 .. i. __ Axial[k] 23.2112$i2li: 23.2Q6£&#$&. 31.868 m;8!S 31 .863 &M 31.858 34. .888 31 .865•SN -iHiSaS-31 .HSa 31.86 MM 98-2Q6 \3lEl2lil • 38.201 iSB, *»( ft» 38.196 ' 38.203 •&&£ . 38.198.4&;^i.. . 42.475 : • . 42.47 42.465 42,474 42.472 42,469 42.467 42;4^ 44.883 . rt&Sffl!: V- ' 44.878 44.873 ,4*^8lE: : •: 44.88 44j8^8 44.875 44$7J3 45-617 4Siff4 45.612, 4;5?6f9 4£.6Q7 .fliiu^' .. 45.6134fe8aa.: . 45.608 4&61& 46.059 46^6^ 46.064 Shear[k] .12,9.®m -.111 -;23t .245 .*Sfe .005 -^f5 -.235 .&* .12 Q -.12-m .246. ;ifie • . .006 -.i:1» -.234 ,218, .118 rM£. -.122 -,241 .246 .Jffi&. .006^.^m -.234 .236 .116 %0M -.124«a** .246 .« .Q06 -.2341 •S>^^-'1 •-."tQv> .113 -^T -.127 -,,24,7 •249.1:28 .008 . -.1^. -.232 .2M .101 -:Etii& -.139 -.2S9: .259 .1:38 .019 Motnent[k-in] -.863 -1.276 -.968 .06 .06 -1:051 -1.442 -1.113 -.064 -.064 -1.147 -1.51 -1.152 ..074 -.074 -1.193, -1.592 -1.271 -.23 -.23 -1.296 -1 ,642 -1.268 -.174 -.174 -1,29 -1.686 ! -1:362 -.318 -.318 -1.372 -1.706 -1.32 -.214 -.214 -1.329 -1.723 -1,398 -.352 -.352 -1.393 -1.713 -1.314 -.194 -.194 -1.323 -1.732 -1.42 -.3,89 -.389 -1.356 -1,603 -1.129 .064 I .064 -1.1:31 _.. . -1=60_6 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]Page 4 PRIMEJob: Date: Company : Designer : Job Number : Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/1 20) -«5»ENGINEERSsht: J3 June 21, 2006 10:1 0AM Checked By: Member Section Forces (By Combination) (Continued) 74 75 I 7ft 77 78 79 80 R1 82 83 84 85 86 87 ?8 89 90 91 92 , 93 94 95 $6 97 98 99 100 101 t02 103 1Q4 105toe 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 t30 LC 2 2 2 2 2 2 2 2 2 i 2 2 Member Label T1S T17 TVS T19 t8& ' . T21 ma T23 •&24 T25 7s2© Sec 4 5 1 2 3 4 9 !!:• .'. 3 *5 1 2 8 4 :S1 2 3 . * - -5, :" .""I-:/:. - 2 •&'" ' ' 4 W 1 t - 3 4 § •S'="' ' ' 2 &•' 4 fr 1 2 3 4; 5 1 2 ,3 4 *1 .2 .. . 3 . .'.&- 5 2 3i 4 ' ' '£ . ". Axi^irw 46.069mm 46.062 46,065 46.0674&m 46.p?4 46.Q39 4ii0^1 46.044 46,034 46.037 4&S3S 4^.042 4&ft* 44.129 ^fSfl! 44.134 ...-4«3s'. 44.1391 ' " .4^:,ii^: . ' 44.132 . 44i*fik • • 44.137 ,^;111 4Q.137m«m 40.142&m 40.147• 'mttf&K 40.14mm& 40.145 4®;^4¥ 33.5,52 ^^ft 33.557 .3SifS^,- 33.562,' 33.554 33« 33.559 3^5Bt: 24.339 :2&312 24.344 /Mslf 24.349 ••2%8& 24.342 2*J^§ 24.347-" -^i^r •; Shearfkl -^(ffll -.221 .234 .114 -.QBB -.126 -.241: -?4§J2f .005 -.^*f -.235 .235 .115-Mm -.125 -.2i5 .244 ,1fl*: .004 -:«6 -.236. .. ..... ^g .116 -100%: -.124 -:« .24.11; 0 -,1>2 -.24 .231 .116 -dffl -.124 "i'e'H'^ii- .238 .*1§. -.002 -.l!fl& -.242 .JSS .112 -^©0& -.128 -,S48 .24 ,12 0 -.12 -.24 ..&*!». .Q99 -:©B2 -.142•"•• -^s& Momentfk-inl -1.361 -.395 -1.438 -1.761 -1.364 -.247 -.247 -1.36 -1.753 -1.425 -.377 -.377 -1.427 -1.756 -1.365 -.254 -.254 -1.36 -1.746 , -1.412 -.357 -.357 -1.414 -1.75 -1.366 -.261 -.261 -1.344 -1 .707 -1.349 -.271 -.271 -1.325 -1J658 -1.271 -.164 -.164 -1.233 -1.582 -1.211 -.12 -.12 -1.152 -1.465 -1.057 .071 .071 -1.0Q9 -1.369 -1 .008 .072 .072 -.876 -1.103 -.611 ;602 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISAU503.r2d]Page 5 Company : Prime Structural Engineers Designer : NEW MECH. UNITS Job Number : 2K6-190 J503 (240/120) STRUCTURAL ENGINEERSsht June 21,2006 10:10AM Checked By: Member Section Forces (Bv Combination) {Continued) 131 102 133 134 135 t35 137 135 139 140 141 142 143 144 145 « 147 149 149 *5Q 151152 153 t:54 155m157 158 159too 161 t62 163 164 165 166 ;167 1 168 169 170171 172 173 1,74 175176 177 178 179 18Q 1?1 182 183 1*84 185 186 187 LC ? 2 2 2 2 2 2 2 2 2 2 2 i Member Label T27 T^S B1 -8ft B3 m B5 :B6 87 B8 B9 Stifr Sec 1 M;:- 3 4 5 « 2 ft 4 5 1 2 3 *5 1 2 •& 4 5 1 £ . ... 3 A 5 1 2 .§ 4 •S; . 1 2 3-a 5 1 2 3 4 1 2 3 .A 5 2 3 4 i 1 2 •' 51 „& 2 Axial[k] 14 "3RP - -iiiiii' 14.388 M3l 14.393 tiigSS 14,64 *&&!& 14.648 14,652 -18.335 -1&3IS -18,- 335 ^;1'8^^ -19-935•OaNBcTSn2-^383@ -27.835^^is,. -27.835 ^K8l5 -35.301 -3Si3u1 . -35.301 ^5$f* -3,5,301 -^Oiiilft". • ' -4Q-57541S^1. -40.575 -4©^S- -4^.889-4iaisa -43.889••mam -43.889 ,,4S^- -45.44 *H&& -45.44 -4&:**,-45.403 45« -45.403 -4§^i03 -45,403 -46v3l6 -46.36 -46i36 -46.36 -46^3© -4^.297 -4SiSBIP -45.297 •^Sl9¥::' : -45.297 . ^P2-ISi^- . -42.503 Shear[k] .24 .11: -.02~m -.28 .#1& .224 .M9 -.166 -.361 .021 .«tt$ .021 .0M .021 ;®^ .002 .002 .002 .004 :;• .004 ,001.gp4•' '• JS -001.^m .001 ,001.. 0 0 0 Si 0«0aa--.qo2 nOl^ -.002-Mmo 0 0 0 0 .002JBQ»- .002 ;&ejg 0 0 0©: 0 0 . ._0_ .... . Moment[K-in] .602 -.534 -.825 -.27 1.13 1.1:3 -2.005 -3.239 -2.57 0 0 -.217 -.433 -.65 -.866 -.866 -.893 -.92 -.946 -.973 -.973 -1.018 -1.063 -1.107 -1.152 -1..1S2 -1.169 -1.1'85 -1.201 -1.21-8 -1.218 -1.228 -1.238 -1.248 -1.258 -1.258 -1.238 -1.21:8 -1.197 -1.177 -1.177 -1.162 -1.188 -1.193 -1.198 -1.198 -1.222 -1,246 -1.27 -1.294 -1.294 -1.288 -1.281 -1 .274 -1.268 -1.268 ._ -1.25.7 .. _ ... ! RISA-2D Version 6.0 [\\Server\server-d\dwgs99S2ks\2006\2K6-190\RISA\J503.r2d]Page 6 Company Designer Job Number Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/1 20) ' jflfc. STRUCTURAL Date: ± Jn&ENGINEERSshe J. June 21, 2006 10:10 AM Checked By: Member Section Forces (By Combination)(Continued) 188 ; 189 I 190 191 192 193 194 195 19© 197 t98 , 199 200 201 202 203 204 20520$ 207 208 209am 211 3&2 213 214 :215 216 217 21!S 219 220 2^1 222 223 224 225 22$ 227 228 229 230 231 £32 233 234 235 236 237 238 239 240 241 242 243 244 LC Q 2 2 2 2 O 2 2 2 2 2 Member Label 811 ftr£ B13 ]BSg&]i W3L W41 W5L W€L W7L . WSL W9L Sec 3 4 5 1 2 3 41 5 1 2 3 4 5 1 & 3 4 5 :..• • *'-- : 2.*. . . • 4• ---•$:; • " ' 1 ' ..,£- . . 3 4 5 1 2 ft: 4 ft' . ...; 1 t: . . 3 •* 5 1 2 3 4a1 -. '. .I:.-: •; 3 4 : . • ' 5 . 1i . 2 3 4 5 1 2 3 . 4 . : A>;iajfkl -42103; -42.503 «5©3 -37.253, -37.213 "37'253 -3$ $853 -37.253 •&&£& -29.26 *2i!&IlJ -29.26 .2&2B -18.796 -1iOSS -18.7964mm -18.796•-$&£&& .-15.592 -15.592•:•'". *wBr-v" 7.818 1»§, . 7.8187.ffra 7.818 -6.925 -6-925 *&£§& -P-925•pi£' •iii^-ii'.. ... .*8iam- .. - 6.804 • 6.804 6^801 6.804 £M7 -5.907 -5;90f -§-9P7 4li«s-1!^•&r('6lSv . - . ,: 5.166• -mm' " 5.166 -&33& . -4.336 -4.3^ -4.33,6 -4.336 3-649, 3^649 3.649' Shearrkl 0o Q -.004-,d@4 -.004*mt- -.004 *&&£. -.992^®m -.002-.oil -.022 . -MM -.022-Jii' -.022• • • • *:p: • m 0• f > • - 0ft 0 0 0 0p& Q'". • "fi.p•A 0 ;Q: P .3 0 0 p 0 0 . .. Bi. 0 "3& p .& 0 0 0 0p 0 0t Momentrk-inl -1 .246 -1.235 -1.224 -1.224 -1.175 -1.126 -1.Q77 -1.027 -1027 -.998 -.969 -.94 -.911 -.911 -.683 -.455 -.228 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 JL0 0 0 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISAVJ503.r2dJ Page 7 Company : Prime Structural Engineers Designer : NEW MECH. UNITS Job Number : 2K6-190 J503 (240/1 20) PRIMED: STRUCTURAL Date ENGINEERS SM: Jk— June 21, 2006 10:10AM Checked By: Member Section Forces (Bv Combination) (Continued} 245 2^6 ?47 248 249 250 251 2^2 253 254 255 |2§6 257 258 259 269 261 262 :263 264 265 266 267 268 269 2/0 271 272 273 2-74 275 27$ 277 278 279 290 281 ?82 2?3 284 285 28$ 287 288?af» 290 291 292 293294 295 296 297 23R 299 300 301 LC 2 2 2 2 2 2 2 2 2 2 2 2 VKM'L W11L W12L W13L V«L W15L 1SHRB& W14R Wt$R W12R WWJR1 W10R Sec 5 1 2 ft 4 .1... . . 1 I ' 3 ft 5 1 2 3 4.r1 ,£, 3 4 5 1: 2 3. 4 S 1 t 3 .*. 5 1: 2 1 . 4 •R 1 2 3 *5 1: 2 3 4 5 1 2: 3 ^51 2 . ".fr ' : 4 5 1 Axial[k] 3.649 •&&£& -2-886^iiii: -2.886 . 2.233-.MiJ3i-h . 2.233 -iiiigsl; 2.233 ,4,68 -1.53-«;. -1-53-1.§3 .912 .93t .912 .9*2 .912 •J8S7 -.257-,;2&7' --2,57',»- -.323 .. -121-. -.323 -.321::, . : -.323 3M- -1.06 -*« -1.Q6 -KM: . • .48? .45ft •498J8l .488 JB3S .529 .529 .529 .S29 -1.144 -4..ti*4 -1.144 -4JM» -1.144 &8§8'1-??2^iisit1' 1.832 1.§3^ -2.482 Shear[k] 0,i Q © 0 .*0 ;t 0 ;fl 0 © 0 :0 0 ;0 0 t 0 0 0,0 0 0p ,E 0& 0: 0 0 ' . :ft ' 0i 0 0 0s.p ;;{j: 0 © 0 0 0 0 0 0 0 -8 0•a- 9 ®, . 0 0 0 Moment[k-in] 00 -Q-0 0 0 0 0 00 0 0 0 0 0 0p 0 0 0 I 0 0 0 0 0 0p 0 00 0 0 0 0 0 0 JL 0 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]PageS Company Designer Job Number Prime Structural Engineers NEW MECH. UNITS 2K6-190 J503 (240/1 20) Jg5»ENGiNE£RSsht: J4. June 21, 2006 10:1 0AM Checked By: Member Section Forces (By Combination} (Continued) 302 303 304 305 306 307 308 309 310 •311 312 313 314 315 31:6 317 316 319 » 321 322 323 324 325 32$ 327 328 329 330 331 332 333334 335 336 337 338 339 340 341 342 343344 345 346347 34? 349 $50 351352 353 354 355 356, 357 358 LC 2 i i 2 2 2 2 2 2 2 a 2 2 Member Label MR W8R W& W6R W4R W38 W2R m V2L » Sec 'ft' 3 4 5 1 2 3 4 5 1 2 3 4. 5 t 2 .£• 4..!• '1 2 3 ' • # ' ' 5• . .'• .$,:': " ' 2 . • '» 4.a1.. & 3 4 5 1 2 & 4 5. 1a 3.4' 5 ,!;.. 2 ..3; 4& 1 & ? *• 5 2 3: Axlalfkl <Ilf§l -2.482 -2i#ll- -2.482 3.628 3.628 3;62B: 3.628 3,628 -4.3,2 -&32: -4.32 ^31 -4.32 sJs$ 5.554 &S 5.554 -6.3 .&& -6.3 •*8y3= -6.3 7.228.i^2ii,.,' 7.228 ^5^-7-975-^ais -7.975 -7,f7l -7.975 7;8iS 7.808%m& 7.808T-iPi;^;OUH! -16.298 ^MfS. -16.29§ <i*B». -16.298 ji^T'. .451 ^1 .451 ^4S4^. . ' -•939-&5$ -.039 -« ' ; -.039 .4^ ' .475 .475 Shearfkl ' &. Q A 0 0 0 Q 0 0 0 0 0 JD-. 0 Jfi 0;© 0 , ... -1; . 0•t. 0 .:»" 0 .- - .• ."I!.'-.. .' 0 'ft . 0.« 0 0 0 0 0 0 0 0 0 Q 0 ©o !© 0 0 0 .. . :0'. . 0 0 0^p.fl- - • •p®- 00 Mpmpntrk-inl 0o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0•o 0 0 0 0 0 0 0 0 0 , o 1 0 0 0 0 0 0 0 0 00 0 0 0 0 00 0 6 0 0 RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]Page 9 Company : Prime Structural Engineers Designer : NEW MECH. UNITS Job Number : 2K6-190 J503 (240/120) STRUCTURAL Date: ENGINEERSsht. JS- June21,200610:10AM Checked By:__ Member Section Forces (By Combination) (Continued) 359 360 361 362 3R3364 365 366 367 368 369 I 370 371m 373 3?4 375 376 377 378 379 380 381 382 383 384 385 386 387 398 389 39$ 391392 393 394 395 396 397 398 399 4D0 401 402 403 494; 405 406 4Q7 408 409 4.1$ 411 412 413 414 415 1C 2 2 2 2 2 2 2 2 2 2 2 Member Label V4L VSL V6L WL V7R V6B VSR Vtt& VSR V2R V1R Sec 4 5 1•a 3 £ 5 1 2.a 4 5. 1 2 3& 5 ' -f.' 2f;. 4 & 1 2 3 4 5 1 2 & ' 4 IK . ' 1 §•• . 3 4 5 1 2 3i 4 € 1 % 3 4 5 1 2 3 4 E 1 *. • 3 4 5 Axialfk] .475 ,4it .471 ..;* • .471. Jft; .471 .4^ .47 .4? .47 .47 .46,9 ,« .468 3m .•• •468 «:. .453 '.« ' .45348S: .455 .4SS •455 j:**a.H£vil*TiB«il-. .455jiir .47 ~-M .47 j*ffi.,,-. .472 .dSt'I- .472 .^f .472 .471^.. .475 :JiI- .475.^ii-' ' .474 *£&.. . . .474 j(*i'*414; .474 .418 •458 ,4SS .458 M .74 .Itt .74 . M . • .74 Shear[k]o& 0 : ft 0 -.Ur • 0 ft 0 0 0 Qo •0: 0 . .:! . . 0 , • ft. 0 Q 0 ^0 0p 0. 0& 0A 0 :., .,1 .. 0•- . "'!•;• • 0 8 p-apm 0,a 0&p.ft 0 0 0a 9 0 0 § 0 ,d, 0 Moment[k-in] 0 0 00 - 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 00 00 0 .0 00 0 0 0 I0 0 0 0 0 0 0 0 0 0 0 0§ 00 0 0 1 0 0 _Q_ RISA-2D Version 6.0 [\\Server\server-d\dwgs99&2ks\2006\2K6-190\RISA\J503.r2d]Page 10 11/04/2005 16:00:30 Mark 1 J503 sc Area Y Quf cy Joist Engineering Sysf m Joist Chord Design Job No 4215-05 Sea 05 Name : FARADAY - Joist . BaselenEth Pitch type T£ 45-2X2X1/4 32LS240/120 58-10 D BC 44-2x2x0.232 "bar Rx Rvv Rz Chd gap Q Stop Sbott Fy 5 .937500 .591666 .608903 1.25000 .391134 1 1 .587478 .246810 50000 3 \ .874176 .585214 .611274 1.24553 .391783 1 1 .230877 .558158 50000 3 Page TC 45 BC 44 Actual eff depth 30.823 Fb Wt/ft 0.0 6.38000 12.3293 Item Govcase Govmember AdjForcelb Axstress Momentinlb fbtop fbbottom fb fa+fb Ix-ins ly-ins Iz-ins Fillerreqd Kx Ky Kz Maxl/r Fa F'e Cm Ppts tress Midpanck Failed TC Intpan 501 59 -49681.4 -26496.7 960.5 817.5 -1945.8 -1945.8 -28442.6 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 0.000 -28443 0.000 NO Actual Inertia = 860.9 TC Endple TC Endpre 501 45 -15416.1 -8221.9 2574.4 2191.1 -5215.3 -5215.3 -13437.3 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 0.000 -13437 0.000 NO Require 769.0 501 72 -15434.1 -8231.5 2574.4 2191.0 -5215.3 -5215.3 -13446.8 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 0.000 -13447 0.000 NO L/R = BC Intpan 1 81 49807.7 28488.4 0.0 0.0 0.0 0.0 28488.4 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 0.000 28488 0.000 NO LL TL 240.0 18Q.O Bcxle 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 . 0.000 0 0.000 Bcxr 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0.0 0.0 0.000 0 0.000 TC Intpan 501 60 -49681.4 -26496.7 f48.0.2 -408.7 972.8 -408.7 -26905.4 24.01 36.00 24.01 Y 0.75 1.00 1.00 30.69 27067.4 170799.0 0.938 0 0.994 NO TC Endple TC Endpre 501 45 -15416.1 -8221.9 2257.8 -1921.6 4573.9 -1921.6 -10143.5 37.01 36.00 37.01 N 1.00 1.00 1.00 94.62 14334.9 40425.6 0.939 0 0.657 NO 501 72 -15434.1 -8231.5 2257.8 -1921.6 4573.9 -1921.6 -10153.1 37.01 36.00 37.01 N 1.00 1.00 1.00 94.62 14334.9 40425.6 0.939 0 0.658 NO BC Intp% -1 81 49807.7 28488.4 0.0 0.0 0.0 0.0 28488.4 0.00 0.00 0.00 N 0.00 0.00 0.00 0.00 0-% d:o 0.000 28488 0.000 NO Mid Panel Check Chord Shear Check TC fv 13623.3 TC int fillers 16 (Panel #s 7 to 22) Max Bnr. Pist fffl : TC fRYY* 170 1^7.708 Error/Warnings BCfv 14428,8 End Panel fillers 0 BC fillers 24.910 0 TC 17.70 BC= 24.91 Mark J5Q3 Joist 32LS240/120 Baseleneth 58-10 11/17/2005 15:43:15 Mark Joist ( Quincy Joist Design ( ^ . .„ 1 Job No: 4215-05 Sea 05 Name : FARADAY Base length Depths: LE= 24.50 Ridge Line =32.00 J503 32LS240/120 58-10 P'itch/12 01/4 Ridge Line at = 29-5 Page 1 J503 RE = 24.50 Pitch /12=-01/4J LETCPane] = 3- 3 / 2-2 12 panels @ 2-0 / 2-0 RE TC Panel - 2-2 / 3-3 LE BC Panel =4-0 RE BC Panel -4-0 PT. at any One TC Panel Point. 0.60 Kips PT. at any One TC Panel Point.1.00 Kips TC Uniform Load 240.000 / 120.000 Ib/ft Reactions LE:TC @ 0-2 From LE- 8,535.7 Lbs Reactions LE:TC @ 0- 2 From LE« 8,535.7 Lbs TC/BC Axial Load 10.39 Kips PT. at any One TC Panel Point.0.60 Kips PT. at any One TC Panel Point. 1.00 Kips TC Uniform Load 120.000 Ib/ft RE: • Load Case No. RE: Load Case No. TC@ 0-2 From RE= 8,535.7 Lbs Min. Shear: 25% 2,133.9 Lbs 1 PartS TC @ 0- 2 From RE- 8,535.7 Lbs Min. Shear : 25% 2,133.9 Lbs 6 ,Reduced ,Reduced ,Reduced ,Reduced Reactions LE:TC @ 0-2 From LE= 3,769.3 Lbs Reactions LE:TC @ 0- 2 From LE* 3,769.3 Lbs RE: TC @ 0- 2 Frc Load Case No. g Part 2 RE: TC@ Q-2FroroRE= 3,769.3 Load Case No. 7 25.00 % 25.00 % 25.00 % 25.00 % R&= 3,769.3 Lbs Min. Shear: 25% 942.3 L Lbs Min. Shear: 25% 942.3 Lbs TC/BC Axial Load 10.39 Kips PT. at any One TC Panel Point. 0.60 Kips PT. at any One TC Panel Point.1.00 Kips TC Uniform Load 120.000 Ib/ft Reactions LE:TC @ 0- 2 From LE- 3,769.3 Lbs .Reduced 25.00 % ,Reduced 25.00 % .Reduced 25.00 % .Reduced 25.00 % RE: TC@ 0-2 From RE- 3,769.3 Load Case No. 7 Part 2 Lbs Min. Shear: 25% 942.3 Lbs Reactions LE:TC @ 0- 2 From LE- 3,769.3 Lbs Inertia (iriA4) Defl. Ratio TCBCEffdepth Fy Require Actual LL XL' 45 44 30.823 50000 769.0 860.9 240 180 RE: TC@ 0-2 From RE- 3,769.3 CHORD DESIGN Lbs Min. Shear: 25% 942.3 Lbs Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC RowsBC Spac TC BC TC BC TC EP BC 13623 14430 3 176.5 42.5 298.9 1.249 1.245 16 0 0 ANGLE WEB DESIGN , W2 B5 1 4.20 W9 20 1 2.7 V2 01 1 1.4 W3 41 1 4.10 W8 01 1 3.2 VI 01 1 1.6 • W4 23 1 4.10 W7 23 1 2.8 W5 '40 1 4.30 W6 13 - 1 3.8 W6 13 1 3.80 W5 40 1 4.3 W7 23 1 2.80 W4 23 1 4.1 W8 01 1 3.20 W3 41 1 4.1 W9 20 1 2.70 W2J B5 ! 1 4.2 W10 Wll W12 01 10 01 1 1 1 2.20 1.80 1.70 VI V2 V3 01 01 01 1 1 1 1.6 1.4 1.4 W13 10 1 1.70 V4 01 1 1.4 W14 10 1 1.70 V5 01 1 1.4 W15i of 1 1.70 V6 01 1 1.4 W15 01 . 1 ' 1.70 V7 10 1 1.4 W14 10 1 1.70 V7 10 1 1.4 W13 10 1 1.70 V6 01 1 1.4 W12 01 1 1.7 V5 01 1 1.4 Wll 10 1 1.8 V4 01 1 1.4 W10 01 1 2.2 V3 01 1 1.4 04/21/2006 11:19:25 Mark Joist J503. 32LS24 T£ 45 - 2 X 2 X 1/4 Web Member Sect Qty 1 W2 B5 1 2 W3 41 1 3 W4 23 I 4 W5 40 1 5 W6 13 1 6 W7 23 1 7 W8 01 1 8 W9 20 1 9 WIO 01 1 IOW11 10 1 11 W12 01 1 12 W13 10 1 13 W14 10 1 14 W15 01 1 15 W15 01 1 16 W14 10 1 17 W13 10 1 18W12 01 1 19 wn 10 i 20W10 01 1 21 W9 20 1 22 W8 01 1 23 W7 23 1 24 W6 13 1 25 W5 40 1 26 W4 23 1 27 W3 41 1 28 W2 B5 1 29 VI 01 1 30 V2 01 1 31 V3 01 1 32 V4 01 1 33 V5 01 1 34 V6 01 1 35 V7 10 1 36 V7 10 1 Quincy Joist Engineering System Joist Web Design Job No 4215-05 Sea 05 Page 1 Name : FARADAY Baselength Fitch type 0/120 58-10 D BC 44-2x2x0.232 fAUemT Tens Comp L* L/R / Tens 1 (Ibs) (ibs) (ins) | (ibs) ) 17307.1 0.0 8880.4 0.0 6963,0 0,0 5204.9 0.0 3581.7 1226.9 2778.4 2739.8 2739.8 2704.5 2704.5 2739.8 2739.8 2778.4 1226.9 3581.6 0.0 5204.9 0.0 6963.0 0.0 8879.3 0.0 17307.1 248.4 248,4 248.4 248.4 248.4 248.4 248.4 248.4 Web Design 0.0 51.59 235.84 -8686.0 29.99 90.78 0.0 34.44 87.56 -7983.7 35.18 66.29 0.0 35,18 107.37 -6130.2 35.93 91.35 0.0 35.93 137.49 -4424.1 36.70 92.68 0.0 36.70 140.43 -2844.3 37.48 113.81 -1226.9 37.48 143.42 -2739.8 38.27 116.20 -2739.8 38.27 116.20 -1194.3 39.06 149.46 -1194.3 39.06 149.46 -2739.8 38.27 116.20 -2739.8 38.27 116.20 -1226.9 37.48 143.42 -2844.3 37.48 113.81 0.0 36.70 140.43 -4424.0 36.70 92.68 0.0 35.93 137.49 -6130.2 35.93 91.35 0.0 35.18 107.37 -7983.7 35.18 66.29 0.0 34.44 87.56 -8684.5 29.99 90.78 0.0 51.59 235.84 Verticals Design -2610.1 25.77 98.61 -2329.8 25.21 96.47 -2328.4 26.23 100.37 -2328.4 27.25 104.27 -2328.4 28.27 108.18 -2328.4 29.29 112.08 -2328.4 30.31 92.03 -2328.4 30.3 1 92.03 ' / 18220.0 16599.4 12538.0 14665.2 8995.3 12538.0 6245.4 9579.7 6245.4 7922.7 6245.4 7922.7 7922.7 6245.4 6245.4 7922.7 7922.7 6245.4 7922.7 6245.4 9579.7 6245.4 12538.0 8995.3 14665.2 12538.0 16599.4 18220.0 6245.4 6245.4 6245.4 6245.4 6245.4 6245.4 7922.7 7922.7 f Allowi Weld • Compj length (Ibs) \ ins ^- -_.-J 1630.6 8818.9 7296.4 9226.3 3883.7 6957.2 1644.6 5012.1 1576.3 3044.9 1511.4 2920.5 2920.5 1391.6 1391.6 2920.5 2920.5 1511.4 3044.9 1576.3 5012.1 1644.6 6957.2 3883.7 9226.3 7296.4 8818.9 1630.6 3128.2 3229.6 3043.7 2852.3 2656.6 2474.8 4319.4 4319.4 4.21 4.11 4.12 4.30 3.75 2.84 3.21 2.72 2.21 1.75 1.71 1.68 1.68 1.67 1.67 1.68 1.68 1.71 1.75 2.21 2.72 3.21 2.84 3.75 4.30 4.12 4.11 4.21 1.61 1.43 1.43 1.43 1.43 1.43 1.43 1.43 Angle Size 7/8 "RD 2x2x0,142 11/2X1 1/2 X. 145 2X2X1/8 1 1/4X1 1/4 X 1/8 1 1/2X1 1/2 X. 145 1 XIX. 109 11/2X1 1/2 X 7/64 IX IX. 109 11/4X1 1/4 X 7/64 1X1 X. 109 11/4X1 1/4X7/64 1 1/4X1 1/4X7/64 1 XIX. 109 1X1X.109 11/4X1 1/4 X 7/64 11/4X1 1/4 X 7/64 IX IX. 109 11/4X1 1/4 X 7/64 IX IX, 109 11/2X1 1/2 X 7/64 IX IX. 109 1 1/2X1 1/2 X. 145 1 1/4X1 1/4X1/8 2X2X1/8 11/2X1 1/2 X. 145 2x2x0.142 7/8 "R0 1X1X.109 1 X 1 X .109 IX IX. 109 1 XIX. 109 1 X 1 X .109 1X1 X.109 11/4X1 1/4X7/64 11/4X1 1/4 X 7/64 MarkJ503.MSI 32LS240/120 Baselength 58-10 04/21/2006 11:19:25 Quincy Joist Engineering System Joist Web Design Page Mark J503. Joist 32LS240/120 TC 45 - 2 X 2 X 1/4 Job No 4215-05 Seq 05 Name : FARADAY Baseieneth Pitch type 58-10 D B£ 44-2x2x0,232 Web Member Sect Qty Tens Obs) Comp Obs) Lx (ins) L/R Allow Tens (Ibs) Allow Weld Comp length (Ibs) ins Angle Size Verticals Design 37 V6 38 V5 39 V4 40 V3 41 V2 42 VI 01 1 01 1 01 1 01 1 01 1 01 1 248.4 248.4 248.4 248.4 248.4 248.4 -2328.4 -2328.4 -2328.4 , -2328.4 -2329.8 -2610.1 29.29 28.27 27.25 26.23 25.21 25.77 112.08 108.18 104.27 100.37 96.47 98.61 6245.4 6245.4 6245.4 6245.4 6245.4 6245.4 2474.8 2656.6 2852.3 3043.7 3229.6 3128.2 1.43 1.43 1.43 1.43 1.43 1.61 IX IX IX IX IX IX IX IX IX IX IX IX .109 .109 .109 .109 ,109 .109 32LS240/120 Baselencth 58-10 01-4215-05 farady, Ig J503 SECTION PROPERTIES SEC 45 2X2X1/4 AREA Rz = 0.3911 Ix = 0.347 SEC 30 1 3/4 X 1 3/4 X 1/8 AREA Rz = 0.3470 Ix = 0.126 = 0.4220 Y = 0.5-91 Y = 0.484 Rx Rx 0.6089 0.5460 COMBINED SECTION PROPERTIES CHORD 45 E-MEH. ,30.C_ DEPTH 3.000 GAP 1.000 COMB SEC: AREA = <£. 7190^ Rx = • 1.0681 Ryy = 1.2817 Stop = 27<fO~92 Shot = 1.7130 END PANEL CHECK (FILLER AT MID PANEL ASSUMED) Rz = 0.5938 ALLOWABLE STRESS REDUCTION FACTOR = .-9 FY = 50 KSI LENGTH AXIAL LOAD Fa PANEL POINT-MOM fb PANEL PT Cm _ C -a.7.oi = ^15,435.00- 23,903.75 2,575.00 1,503.12 0.984 MAX L/R AXIAL STRESS fa F'e MID PANEL MOM fb MID-PANEL fa/Fa 34.64 5,676.71 = 111,955.86 = 33,428.00 •= 12,811.20 0.237 PANEL PT= 7,179.8 MID PANEL= 0.7297 JOB : 05-4215-05 MARK : J503 FARADAY EP DEPTH OF JOIST (ins) = 25 TC SEC = 45 BC SEC = 44 SEAT TYPE : ANGLES - SEC =20 SEAT DEPTH (ins) = 3 STRUT FORCE (Ibs) = 10390 REDUCTION"FACTOR = REACTION (Ibs) = 3770 REDUCTION FACTOR = 1 YIELD STRESS FOR SEAT (ksi) = 50 EFF. DEPTH (ins) = 23.8233 THICKNESS (INS) = .109375 .75 SEAT DESIGN **** ****** TC FORCE (Ibs) = 7792.5 NORMAL FORCE (Ibs) = 3770 REQD LENGTH OF BEARING (ins) = 4.345 ©++STRESSES ® REQD. LENGTH®* NORMAL STRESS (psi) = 3966.895 MAX STRESSES ECC (ins) = 2.299 MOM (in-Ibs) = 17914.6 BENDING STRESS (psi) = 26033.105 30000 -22066.21 WELD DESIGN **** ****** TC WELD : SIZE (in) = .0601 OR SIZE (in) = .1319 MIN LENGTH FULL THICKNESS WELDS 4 WELDS @ 3 ins OR 2 WELDS @ ( 1/16 ) LENGTH = 4 X 4.345 ins ( 3/16 ) LENGTH = 2 X 4.345 ins 5 ins FT ( .109375 ) ' i * Vr- 01-4215-05 farady, Ig J503 SECTION PROPERTIES SEC 45 2X2X1/4 AREA Rz = 0.3911 Ix = 0.347 SEC 30 13/4X1 3/4 X 1/8 AREA Rz = 0.3470 Ix = 0.126 0.9375 Y - 0.591 Rx - 0.6089 0.4220 Y - 0.484 Rx = 0.5460 COMBINED SECTION PROPERTIES CHORD 45 E-MEM 30 DEPTH 3.000 GAP 1.000 COMB SEC: AREA = 2.7190 Rx = 1.0681 Ryy = 1.2817 Stop = 2.6092 Shot = 1.7130 END PANEL CHECK (FILLER AT MID PANEL ASSUMED) Rz = 0.5938 ALLOWABLE STRESS REDUCTION FACTOR = . 9 FY = 50 KSI LENGTH AXIAL LOAD Fa PANEL POINT MOM fb PANEL PT Cm 37.01 15,435.00 23,903.75 33,745.00 19,698.28 0.984 MAX L/R AXIAL STRESS fa F'e MID PANEL MOM fb MID-PANEL fa/Fa 34.64 5,676.71 = 111,955.86 2,258.00 865.37 0.237 PANEL PT= 25,375.0 MID PANEL= 0.2707 CERTIFICATE OF COMPLIANCE (Parti of 4) LTG-1-C PROJECT NAME ALLIANCE LAND PLANNING & ENGINEERING PROJECT ADDRESS 2248 FARADAY AVENUE,CARLSBAD, CALIFORNIA 92008 PRINCIPAL DESIGNER-LIGHTING JEFFREY L. ANDERSON DOCUMENTATION AUTHOR - - - EMPIRE ELECTRIC CORPORATION GENERAL INFORMATION DATE OF PLANS j 12-Q2-Q5 BUILDING TYPE D CONDITIONED SPACES PHASE OF CONSTRUCTION METHOD OF COMPLIANCE | BUILDING CONDITrONED FLOOR ARE/ TELEPHONE (619) 390-5618 TELEPHONE (619) 390-5618 DATE 12-02-05 Buildina Permit uhecKed Dv/uateEnforcement Agency TJse " * 9995 £3 NONRESIDENTIAL D HIGH RISE RESIDENTIAL D UNCONDITIONED SPACES D INDOOR / OUTDOOR SIGNS CLIMATE ZONE D HOTEL/MOTEL GUEST £•! NFW n^PFfff^N P3-Af TFRATION ~ -~ D PERFORMANCE D COMPLETE BUILDING UJAREA CATEGORY D TAILORED D COMMON LIGHTING STATEMENT OF COMPLIANCE ^. This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies.that .the_dqcu_fTient_atign_is acguratg_anc[.complete. The Principal Lighting Designer hereby certifies that me pro^os/d/build/ng design represented in this set of construction documents is consistent __ other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The pro" building has been designed to meet lighting requirements contained in applicable parts of Sections 110, 119,130-132, 146, 148, & 149 of Title 24,1 6. Q The plans & specifications meet the requirements of Part 6 (Sections 10-103a). Q The installation certificates meet the requirements Part6(10-103a3). O The operation & maintenance information meet the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the p responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect DJXl affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. Q I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to 3 structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER-NAME JEFFREY L. ANDERSON SJGNATUSE . CJM4^^ /- Cfa*?U*un~^ DATE 12-02-05 L1C. # 588089 LIGHTING MANDATORY MEASURES ' ' ' D Indicate location on plans of Note Block for Mandatory Measure LIGHTING COMPLAINCE FORMS & WORKSHEETS (check box if worksheet is included) XI! LTG-1-C, Parts 1 of 4 and 2 of 4 D LTG-I-C, pan 3 of 4 DLTG-1-C, Part4of4 %% LTG-2-C D LTG-3-C D LTG-4-C ^ LTG-5-C LI LTG-6-C D LTG-7-C D LTG-3-C D LTG-9-C D OLTG-4-C Certificate of Compliance, Part 1 of 4 and 2 of 4 are required for all submittals Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed Certificate of Compliance. Part 4 of 4 submittai is required when lighting controls are installed Interior Lighting Schedule Portable Lighting Worksheet Lighting Controls Credit Worksheet Interior Lighting Power Allowance Tailored Method Worksheet Room Cavity Ratio Worksheet Common Lighting Systems Method Worksheet Line Voltage Track Lighting Worksheet Signs (See OLTG-4-C Sign Worksheet in Chapter 6, Outdoor Lighting and Signs Chapter) 2005 Nonresidential Compliance Forms POLICYHOLDER COPY SC COMPENSATION INSURANCE P.O. BOX 420807, SAN FRANCISCO,CA 94142-0807 FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 01-01-2O06 GROUP: POLICY NUMBER 1757B83-2006 CERTIFICATE ID: 38 CERTIFICATE EXPIRES: 01-O1-2007 01-01-2006/01-01-2007 PROOF OF INSURANCE 43BO EXECUTIVE DRIVE. SUITE 301 SAN DIEGO CA 92121 SD JOB:EVIDENCE OF COVERAGE This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon JQ days advance written notice to the employer. We will also give you JQ days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy. AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. EMPLOYER TSA CONTRACTING, INC. 435O EXECUTIVE DR STE SAN DIEGO CA 92121 SD 3O1 (REV.2-05)PRINTED : 12-17-2005 M041O <£> O O W O £>O)o (3 LJJ ? Sio feU. -J \~ Q»Q- _i O O < § H -I