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2772 GATEWAY RD; ; CB100284; Permit
04-27-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB100284 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2772 GATEWAY RD CBAD Tl Sub Type: 2133000500 Lot#: $520,800.00 Construction Type: Reference #: MEDICAL AQUISTION CO-14,880 SF Tl, SHELL TO OFFICE INDUST 0 5B Applicant: JAMES CUMMINGS CTA ARCHITECTS, INC STE 206 310 VIA VERACRUZ 92078 760 591 4555 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 02/17/2010 LSM 04/27/2010 04/27/2010 Owner: PEREZ CHARLES A 1211 W VISTA WAY VISTA CA 92083 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 Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $2,166.82 Meter Size $0.00 Add'l Reel. Water Con. Fee $1,408.43 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $109,37 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 $15,088.00 Master Drainage Fee D1.5 Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $20.00 HMP Fee ?? TOTAL PERMIT FEES $0.00 $628.00 $13,476.00 $1,126.42 $9,478.56 $0.00 $0.00 $0.00 $19,998.64 $0.00 $265.00 $610.00 $119.50 $0.00 $10,855.08 $0.00 ($439.07) $74,910.75 Total Fees:$74,910.75 Total Payments To Date:$74,910.75 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and 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. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. (36l 0 O Est. Value Plan Ck. Deposit Date JOB ADDRESS 277*GATEWAY ROAD LOT*# BEDROOMS N/A SUrTE#/SPACE#/UNIT# BLDGE APN ,300193 213 - 263" - -68- - 00 TENANT BUSINESS NAME MEDICAL ACQUISITION CO. CT/PROJECT* 40 1 1 # BATHROOMS CONSTR. TYPE VB OCC. GROUP B DESCRIPTION OF WORK: Include Square Feet of Affected fireafs) 15,120 GROSS FLOOR AREA; 14,880 NET S.F. OFFICE TENANT IMPROVEMENT; NO NEW AREA, EXISTING SHELL BUILDING N/C *"" EXISTING USE PROPOSED USE COMMERCIAL SHELL OFFICE COtOACT NAMEif/r Different Font Applicant) £ett u&fa^ GARAGE (SF) N/A APPLICANT \ (\°(^ CITY STATE PHONE MOBILE (760) 402-1 256 EMAIU* , LA/^J>"^4^TU /O ZIP . FAX fr^\L, C0*\ PROPERTY OWNER NAME MED|CAL ACQUISITION COMPANY ADDRESS 1211 WEST VISTA WAY CITY VISTA PHONE (800)466-6824 STATE ZIP CA 92083 FAX (800)498-7077 EMAIL cbalkcum@MedAcq.com ARCH/DESIGNER NAME & ADDRESS CTA ARCHITECTS, SAN MARCOS STATE LIC. # C-23524 PATIOS (SF) DECKS N/A N APPLICANT NAME ADDRESS (SF) FIREPLACE fA YEO NO[Zl JAMES CUMMINGS AIR CONDITIONING YES ["/IMP | | FIRE SPRINKLERS YES|y"|NO| | -CTA ARCHITECTS, INC 310 VIA VERA CRUZ, SUITE 206 CITY - STATESAN MARCOS PHONE (760) EMAIL 591-4555 FAX ZIPCA 92078 (760)591-4647 jmc@cta-architects.com CONTRACTOR BUS. NAME OUT TO BID ADDRESS CITY STATE PHONE EMAIL STATE LIC.# ZIP FAX CLASS CITY BUS. LIC.t Business and Professions Code) or .,,civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: \ \ 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 tie work for which this permit is issued. I 11 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. | | Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8.100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. JS*> CONTRACTOR SIGNATURE Q AGENT DATE OWNER-BUILDER DECLARATION / hereby affirm that I am exempt torn Contractor's License Law for the following reason: | | I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own empbyees, 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). |/| 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 contractors) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I lYes I iNo 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide tie proposed construction (include name address / phone / contractors' license number): 4.1 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 / contractors' license number): 5.1 wi|Lpnfviai)j8ome of fce work, but I haveco,ntracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): JS^PROPERTY OWNER SIGNATURE QAGENT DATE COM P£, E T E T H IS SECTION F OR NO N-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? I I Yes I / JMo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or aircmality management district? I JYes f/1 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I JYes l/lNo IF ANY OF THE ANSWERS ARE YES,/ EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name CASH Lender's Address A PPL I CAN T I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pemit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if thejjuildinswr work authorized by such permit isjjjjiended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ^APPLICANT'S SIGNATURE (^J&lce+J&y (^^~^2^^-~-^—~~- DATE &£//(' ffO City of Carlsbad final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit* CB100284 Project Name: MEDICAL AQUISTION CO-14,880 SF Tl, SHELL TO OFFICE Address: 2772 GATEWAY RD Lot: Contact Person: NA Phone: 7604153042 Sewer Dist: CA Water Dist: CA Date: 10/07/2010 Permit Type: Tl Subtype: INDUST 0 Inspecjt^d Inspected \^J Bv: Inspected Bv: Comments: / Date , Inspected: 1 O\ 1 Date Inspected: Date Inspected: / 8 //^Approved: Disapproved:1 / Approved: Disapproved: Approved: Disapproved: City of Carlsbad Bldg Inspection Request For: 10/29/2010 Permit* CB100284 Title: MEDICAL AQUISTION CO-14,880 SF Description: Tl, SHELL TO OFFICE Inspector Assignment: PD 2772 GATEWAY RD Lot: Type:TI Sub Type: INDUST Job Address: Suite: Location: OWNER PEREZ CHARLES A Owner: CP BUSINESS ENTERPRISES INC Remarks: p m please Phone: 7604153042 Inspecto, Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOHN Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# CV071032 CLOSED Z-BANNER; PCR10094 ISSUED MEDICAL AQUISITIONS-ELECTRIC; REVISION-SINGLE LINE DIAGRAM Inspection History Date Description Act Insp 10/13/2010 89 Final Combo CO PD 10/12/2010 89 Final Combo NR PD 10/07/2010 89 Final Combo CA PD 09/08/2010 39 Final Electrical PA PD 09/02/2010 39 Final Electrical NS PD 07/12/2010 84 Rough Combo PA PD 07/06/2010 14 Frame/Steel/Bolting/Welding PA TP 07/06/2010 24 Rough/Topout WC TP 07/06/2010 34 Rough Electric PA TP 07/06/2010 44 Rough/Ducts/Dampers PA TP 06/25/2010 24 Rough/Topout AP PD 06/24/2010 24 Rough/Topout NR PD Comments SEE NOTICE ATTACHED RESET FOR 10-13-2010 service release meters 1-6 REVISION PENDING HARD LIDS HARD CLNGS (SEE CARD) HARD CLNGS (SEE CARD) @8:30 City of Carlsbad Bldg Inspection Request For: 09/08/2010 Permit* CB100284 Title: MEDICAL AQUISTION CO-14,880 SF Description: Tl, SHELL TO OFFICE Inspector Assignment: PD 2772 GATEWAY RD Lot: Type:T| Sub Type: INDUST Job Address: Suite: Location: OWNER PEREZ CHARLES A Owner: CP BUSINESS ENTERPRISES INC Remarks: AM PLEASE Phone: 7144017133 Inspected Total Time:Requested By: MATT SELZER Entered By: CHRISTINE CD Description 39 Final Electrical Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# "^ CV071032 CLOSED Z-BANNER; PCR10094 ISSUED MEDICAL AQUISITIONS-ELECTRIC; REVISION-SINGLE LINE DIAGRAM Inspection History Date Description Act Insp 09/02/2010 39 Final Electrical NS PD 07/12/2010 84 Rough Combo PA PD 07/06/2010 14 Frame/Steel/Bolting/Welding PA TP 07/06/2010 24 Rough/Topout WC TP 07/06/2010 34 Rough Electric PA TP 07/06/2010 44 Rough/Ducts/Dampers PA TP 06/25/2010 24 Rough/Topout AP PD 06/24/2010 24 Rough/Topout NR PD 06/04/2010 17 Interior Lath/Drywall PA RB 06/01/2010 17 Interior Lath/Drywall PA PD 05/19/2010 14 Frame/Steel/Bolting/Welding AP PD 05/19/2010 21 Underground/Under Floor AP PD 05/19/2010 22 Sewer/Water Service WC PD 05/19/2010 34 Rough Electric AP PD Comments REVISION PENDING HARD LIDS HARD CLNGS (SEE CARD) HARD CLNGS (SEE CARD) @8:30 1ST FLR OK EXCEPT RESTROOMS 2ND FLR EsGil Corporation In Partnership with government for (Building Safety DATE: 4/22/10 a APPLICANT a JURIS. JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-0284 SET: III PROJECT ADDRESS: 2772 Gateway Rd Building E PROJECT NAME: Medical Acquisition Company - TI X] 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. The applicant's copy of the check list has been sent to: ,X] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person X] REMARKS: Applicant to hand carry the plans directly to the Cty of Carlsbad this does not assure a permit will be issued the city may have other corrections. By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 4/15/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with government for <BuiCding Safety DATE: 4/6/10 a JURIS. JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-0284 SET: II PROJECT ADDRESS: 2772 Gateway Rd Building E PROJECT NAME: Medical Acquisition Company - 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. 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: CTA Architects Inc. /James Cummings 3.10 Via Vera Cruz Suite 206, San Marcos, CA 92079 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: James Cummings Telephone #: 760-591-4555 Date contacted 4/(,//0 (by»fa) Fax #: 760-591-4647 MailX Telephone Fax ^^ In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D.GA D EJ D PC 3/30/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 10-0284 4/6/10 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The PME sheets must be signed. 4. Provide a section view of the new soffits. Show: Please clarify detail 3 on sheet A-2.6 to show the following: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top to the structure and lateral bracing. c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of the soffit from floor, soffit to roof framing or floor framing. 6. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1003.3.3.9. Please revise the plans doors into stair enclosures are only permitted from normally occupied spaces and not from concealed equipment areas. 9. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. No information was provided on the plans. 12. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted City of Carlsbad 10-0284 4/6/10 Equipment to the plans. Please correct sheet M-4.0 ducting is shown on the roof. 13. Please clarify the notes in the exhaust fan schedule? Please provide a sheet M- 1. 17. Please have the Document Author sign the Statement of Compliance and have the principle designer check the appropriate box in the Statement of Compliance section of the PERF-1-C energy document and sign the appropriate portion. All portions of the form and all designers must sign the form. 19. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). The mandatory measures require all offices less than 250 sq ft to be equipped with occupancy sensors please revise the plans. 20. Please complete the LTG-1-C part 2 of 3 mandatory automatic controls portion of the LTG-1-C forms. The document must be completed and show not only the complete building shut-off but the required occupancy sensors. 21-. Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the LTG-1-C part 3 of 3 documents. Please correct complete the form. 23. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 1115B.4.6. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unobstructed knee space under the drinking fountain not less than 27 inches in height and 8 inches in depth, the depth measurements being taken from the front edge of the fountain. Additionally, there shall be toe clearance of 9 inches in height above the floor and 17 inches in height above the floor and 17 inches in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Section 1115B.4.6. 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 U No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of City of Carlsbad 10-0284 4/6/10 858/560-1468, 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 (Partnership with government for (Buitding Safety DATE: 2/26/10 JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-0284 SET: I PROJECT ADDRESS: 2772 Gateway Rd Building E PROJECT NAME: Medical Acquisition Company - 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. 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. 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: CTA Architects Inc. / James Cummings 310 Via Vera Cruz Suite 206, San Marcos, CA 92079 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: James Cummings Telephone #: 760-591-4555 Datecontacted^/Z-^/Y^Cb^^) Fax #: 760-591-4647 Mail (/Telephone Fax i/"m Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ O PC 2/19/10 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 .City of Carlsbad 1O-0284 2/26/10 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 10-0284 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 2/11/10 DATE INITIAL PLAN REVIEW COMPLETED: 2/26/10 JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 14880sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 148 DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/19/10 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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 2007 CBC, which adopts the 2006 IBC. 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. 105.4 of the 2006 International 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. City of Carlsbad 10-0284 2/26/10 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: : 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: > Sprinklers: Yes or No • Occupant Load 3. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.). f) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 4. Provide a section view of the new soffits. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top to the structure and lateral bracing. City of Carlsbad 1O-0284 2/26/10 c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of the soffit from floor, soffit to roof framing or floor framing. 5. Provide a section view of all new interior partitions. Show: e) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". f) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). g) Wall sheathing material and details of attachment (size and spacing of fasteners). h) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 6. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1003.3.3.9. 7. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 920# rooftop air handler unit. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 8. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 9. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 10. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 11. Please revise the plans to show the required emergency egress lighting per section 1006.3 of the CBC. 12. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 13. Please clarify the notes in the exhaust fan schedule? 14. Please provide the listing and installation information for the new water heaters. Please revise the plans the circuits feeding the Tempra 36 are undersized. 15. Please note in the general wiring notes on the plans "AC Cable is not allowed in A, B, E, H, F, M, S and I occupancies. NM cable is restricted (without City City of Carlsbad 10-0284 2/26/10 approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 16. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 17. Please have the Document Author sign the Statement of Compliance and have the principle designer check the appropriate box in the Statement of Compliance section of the PERF-1-C energy document and sign the appropriate portion. 18. Please revise the plans to show the insulation indicated in the energy design. 19. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). (5,000 square foot exemption has been eliminated-AB 970 energy design change). 20. Please complete the LTG-1-C part 2 of 3 mandatory automatic controls portion - of the LTG-1-C forms. 21. Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the LTG-1-C part 3 of 3 documents. 22. Please revise the plans to show restroom 202 to be fully disabled accessible. 1115B.1.oftheCBC. 23. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 1115B.4.6. 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 a 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 6f Carlsbad 10-0284 2/26/10 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 10-0284 PREPARED BY: Doug Moody DATE: 2/26/10 BUILDING ADDRESS: 2772 Gateway Rd Building E BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 14880 cb Valuation Multiplier 34.37 By Ordinance Reg. Mod. VALUE ($) 511,426 511,426 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive FeeRepeats Complete Review D Other i—| Hourly EsGil Fee Structural Only Hr. @* $2,139.01 $1,390.36 $1,197.85 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB /Q ADDRESS ..02'7'72- DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$17,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Docs/Misforms/Planning Engineering Approvals n D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB1 0-0284 Address 2772 Gateway Rd Planner Chris Sexton Phone (760) 602-4624 APN: Type of Project & Use: U Net Project Densitv:N/A DU/AC Zoning: P-M General Plan: PI Facilities Management Zone: 17 CFD (in/out) #_Date of participation: _ Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: Legend: ^ Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO D TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES Q NO Q If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES D NO Q (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: D 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). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines D D 1- Applicability: YES D NO D D D 2. Project complies: YES D NCQ Zoning: D D 1- Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: L~H 2. Accessory structure setbacks: Front: Required. Interior Side: Required Street Side: Required Rear: Required Structure separation: Required CD 3. Lot Coverage: Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown DD 4. Height:Required Shown ID D 5. Parking: Spaces Required (p ( Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required , _ Shown _ Additional Comments 1) Please write the correct APN on the front page. 2) __ breakdown of parking according to square footage of use. See attached sheet. 3) Please show how roof mounted equipment will be screened. See attached sheet. OK 3(3^ I ok : Please show OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DAT H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 03-04-2010 ' Reviewed by: Name: JAMES CUMMINGS Address: CTA ARCHITECTS, INC STE206 310 VIA VERACRUZ SAN MARCOS 92078 ^ Permit #:CB 100284 Job Name: MEDICAL AQUISTION CO-14,880 SF Job Address: 2772 GATEWAY RD CHAD 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: CON0003893 [NOT MET] ,/*** Bubbteall Changes ***** 1. Sheet AO.l - Cite California Fire Code, 2007 Edition. 2. Sheet A2.1 and 2.2 - Provide egress plan. Include occupant load factors occupant load. Always round up as there are no partial persons. 3. Sheet E2.1 - Show in legend which lights are EM lighting and show exit signage. EM lighting shall coincide with Architect's egress plan. EM lighting shall meet the following requirements: The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. Indicate on reflective ceiling AND electrical sheets. CFC 1006 4. Door 101 - Provide manufacturers cut sheets for door hardware and assembly. Operational statement shall be provided and shall be specific in addressing egress and access operation. Entry: 03/04/2010 By: cwong STRUCTURAL CALCULATIONS Medical Acquisition Company (Bldg. E) Tenant Improvement Structural Calculations- Support of Roof & Floor Mechanical Units Carlsbad, CA Sheets 1 thru 30 PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 1050 San Diego, California 92128 Tel (858) 487-0311 Conterminous 48 States 2005 ASC'E /..Standard latitude-33.1296989 Longitude = -117,245922 Spectral .Response Accelerations Ss.and SI •Ss and 51 ^Mapped Spectral Acceleration Values Site Class B- Fa = 1.0(Fv = 1,0 .Data are based on a 0,00999999977.6482582 deg grid spacing period Sa {sec} (g) ;0;2 y1091 (Ss, Site:C!ass B) i;0 :;p.414 (Si, Site Class B) Conterminous 48 States 200.5 ASCE 7 .Standard latitude = 33.1296989 longitude =-117.245922 Spectral Response Accelerations$Ms and 5M1 S:Ws .= fa :x;;Ss;ahd $Mi = :Fv:x; SI Site Class p - ,Fa = 1.064 ;Fv= 1,586 Period '$3 <set) fa) 0.2 ,1460••(Siyis/;S'ite Gl3S,s D] I'Q 30.656 |SMly Site Class ;D) Co.ntermln.o.us 48 States 2005 ASGE 7 Standard latitude* 33.1296989 longitude =-117.245922 jje^ign Spectral Response :Acc.el,er.ations SC)s and Spl S0s'= 2/3:>< SWs.an'd SD1 =::2/3 x SMI Site piass D - Fa = 1:064 ,Fy - 1.5:86 ;Period 5a P.2: ffi774 ;(SD$, Site Class D) 1,0 :0.437 {SOI, Site Class D) ,<-,, Medical Acquisition Co, Roof top mechanical units ROOF MOUNTED MECHANICAL "tJNITS ASCS 7-05 f!3'..3.1'i UNIT 1 i. * ~ft.»i CURD J -.— y ~'f "y. ,i* / Wp <=. 62.0.00 Ibs y = -35.00 in. y = 14 .00 in. *^ :v K » 46.50 in. Y/2 / ,T ' Sos = 0.774 i Ep = 2,50 Ip = l.OQ 2 /la = -I.IOO / 1>(1 <|/ W - * I SEISMIC--DEMANDS ;ON :NON?IRUCTX)RAI. ..COMPONENTS - -ASCE 7-05 :13.3.i ,w '.:F^ ^ 0-.'3*72 ^T>' (AStGli 7*oi> 1-3.3"-!) OVERTURNING .&HD -OTM ~ ?p -* (X/2; .+ ;y;j .FORCES bolt:) rf?(V 1.23B Wp 0.232 Wp 0,372 Kp 230.34 •0.155 -.5 ..183: kip-in il.4ia kip-in .^.000 Ibs. 6./DOG Ibs, -BE 13 -.3 -2') 7-M 13. 3 -3') ••MO' ' /-, , %•p Ik pF^IME^ifflP ,fer|sfS\ """• £ln *«ri <fe- ^Jr"^: ^jj'.'f, '"jtf" Dat- L '- "- NEW 4X 05/06/10 2K10-40 C8U (slpl2vle.6b4148TBEAM .ANALYSIS PROGRAM :{slp9vlsOb4148I (6,43) (8U :(sQplQ,00 ;Ob3T SPAN LENGTH = 8.00 ft . Ms& tv™,lrt»,,...1 „ {Simple Span) «&. &lRUOlUKAlOaie:. UNIFORM LOADS (k/£t £ ft) wd wl ' . XI '- X2 0.032 O...Q30 0,00 8,00 POINT LOADS (k £ ft) _ Pd PI X 0.849 0.000 4.00 REACTIONS {k} LOAD .LEFT RIGHT '.Dead 0..553 0,553 live D/:!-20 0.120 Total 0,573 0,673 MAXIMUM FORCES. V max = 0,67.3 k & O.QO ft Vd max - 0,553 k g 0,QO i£t 'M'laax = -2"'. 194 kft 1? 4,00 ft .Md max .= 1. -954 kft @ 4, 00 ft DEFLECTIONS ,i;(EI = ,ki.nA2.) LOAD .b.efl i(in} X (ft^ Total ••-'.•'21363/EJ 4v:p0 ' .Live :2765/EI 4,.00 Dead 195:9.8/El midspafl .Pos. -Moment -Lu = ii-OO ft •Brace Spacing = 1. .00 ft Gov. Deflection. : Total •= L/240 iRequired Ei = 53407 kinA2 •4 x 6 #2 •Actual : 3.5",x 5.5" .Douglas Fir^Larch -(N) STRESSES (psi) Shear @ 'd' : *V = 0,54 k- @: '0,46 -ft *Fv «• 8.6 : fv = 42 49 % Kb'1 = 1563 : £b - 1492 35 % Live .LtJ.F = 1..25 * CSoverned by'Dead LDF T= .0,90 SEgLECTIOHS 41rt)_ J(E = 1700 ksi)_ Total = '0.2;g' :» L ./ 371- 65 5 Live = :p,S53 « L /2864 13 ':!i Dead •- 0',23 C ! FIC't'IUuHbm - v /• &«i'^.-^fy. • i' i/\&&- A K%? T, X a. X. U- iv f\.r-r p r, '' COTto 1 CD O T- i O !CM cT JD 1 -csi ri '".Ifl i L__L :<NT^:-TJ ko ; :..j i•o.!I i«|EO- I «X JTJ Hi - 4 & CO 'V'' Ule o I >,! CM o,.ro LLl'-^l •CO _•0- I CM A n~.FMl^t CompanyDesignerJob Number PSE •: 2K1.Q-130 J12' '\ y\ff*|[[^/ -jg /• M ir r >f , ' % . i I.L iO vFl ~ ~ ». May 10, 2010 1048AM Checked By Basic Load Cases [T _BLC, Description DEAD LIVE Category. Norje. None X Gravity. Y Gravity Joint Point ROOF UNITS Distributed 10 JoM Boundary Conditions J- L.2 _Joint Label N12 X.[Win] .YJk/in] Reaction , Reaction Reaction. Rotation[k-ft/radj Footing Joint Reactions (By Combination) . _ LC . . 1 1 ' 211! 3 I 1 , 4 I 1 i Joint Label N12 N22 Totals: COG (in): •X|lb] 0 0 0 X: 134,732 V'flb] 3719.207 3525.293 7244.5 Y; 17.032 | I I. , _ M2[lb-ft] D 0 Load Combinations Jejscriplion .SolvePD., SR... BLC Factor,BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor. BLC.Factor ri . 1 , i Hi 11 T* f\ / I -t j.^Tj « .,. f ! 1:C3I31±itUNIT:Yes 1 1 i 2 i, 1 3,1 Joint Loads and Enforced Displacements Joint Label L,D,M Si Member Section Forces > Data to' . „ 'tC ... Member Label Sec 1 1 W1L 1 2 3 4 5 6 1 W2L -2 3 •4 5i..... 7 '2 8 3 9 10 i 11 1 12 13 14 ! W3L 4 5 *j 2 3 • 4 "^5 • 5 [18 ! 1 ' W4L : 1 17 2RB . • • is 19 I 4 20 21 1 22 L23 V1 5 1 2 3 Direction .w,™.-...^ •A^talpb] -9623.275 _„ -9623.275 -9623.275 -9623.275 -9623.275 1608.486 1608.486 1608.486 1608.486 1608.486 3865.799 3865.799 3865,799 3865.799 3865.799 r2482.104 -2482.104 -2482.104 -2482.104 -2482.104 450.867 450.867 450.867 Magnitudel(ib,lb-ft), (in1rad),.{lb'sA2 . •Shsarjlb] 0"TD" :' 0 0 0 0 0 0 0 0_.,o , , 0 0oo 0 0 0 0o - 0o 0 Momentpb-ftj 0, .. I 0 , I.. o" ..I 0 0 0 0 0 0 0 . 0 _J 0 0 0 i 0 0 0 0 0 0 0 0 0 ;.RISA-2D Version 9,0.0 I\\Servertserver-dawgsQ9&2ks\20102K10-!3p\RJSAU1.2.r2d]Page.1 Company Designer PSE ,Job Number 2K1Q-130 J12 /- ^ PL. Jn f nil s\ f 1-lSl'l I f May 10,2010< __ 1 0 48 AM ;^h ,™ Checked By Member Section Forces (Continued) , LC Memb9r Label RRP. f 24 , 25 i 26 . 1 i27 28 j 29 [ 30 31 _ 1 132 ' . 33 34 1 35 1 36 • 1 • 37 38 i 4 : 5 _ W5L ' 1 2 3 : 4 ... _ ___ 5 W6L i 1 ,._ 2 !3 4 5 V2 1 2 I 3 39 40 i I 41 ! 1 .42 „1 43 ,J4_. 46 il" 1 47 48 | 49 1 50" "" " ~~ 51 1 i 52 :__. ^JOL __. 56 .... 1 _|Z _. 59 ] 60 ' 61 1 WGR 4 5 1 ! 2: 3 4 ' W5R j I ' " ' J u-iJ- i- - 5. 2 3 4 5 . V2R - 1r 2 W4R 3 4 5 1 2 „ 3 4 . . . ! 5 ! W3R 1 P62 : . ! i 2 f64l 65 66 1 67 68 . 69 i 3 W2R I 70 ----- 4 _J5.1 2 3 4 5; 71 > 1 WIR -1 I 72 'i : 2 ! 73 74 75 76 - 1 77 78 79 80 TC1 3 4 5 1 2 3 4 5 Axialflbl 450.867 450.867 1707.785 1707.785 1707.785 1707.785 1707,785 -754.777 -754.777 -754.777 -754.777 -754 777 688.507 688.507 688.507 688.507 688.507 -435.667 -435.667 -435.667 Shearflbl I 0 0 0 0 0 0 • 0 0 i 0 0 0 0 0r o 0 0 0 0 -435.667 I 0 -435.667 2036.893 2036.893 2036.893 2036,893 2036.893 618.557 618.557 618,557 618.557 J1.8,.557 -3100.867 -3100.867 0 0 0 " r, ~0 i 0 0 0 0 0o ~~ 0 .0 -3100.867 ] 0 -3100.867 -3100.867 4278.026 4278.026 4278.026 4278,026 4278.026 965.199 965.199 965.199 965.199 965.199 -8218,683 -8218.683 -8218 683 -8218,683 -8218.683 9021 .594 9021.594 9021.594 9021.594 9021594 '0 0 0 0 0 0 0• ~ o 0 0 0 0 0 0 0 0 0 369.841 124.258 -121.326 -366.909 -612.492 MonnefrfFlb-ffl 0 0 ! 0 0 0 0 0 I 0 0o ! 0 ioo ; 0 0 ! 0 0 0 0 0o" ' 0 0 , 0 0 0 0 0 0 J . JT" J0 0 0 •0 0 0 ! 0 0 o „ . ' 0 0 0 0 0 0 0 0 0 0 0 -144.112 -144.967 ' -2.566 283.093 ;RISA-2D Version 9.0.0 -d^^•fage Company Jf^ ^TRimiM! w»- ^ May 10., 2010Designer PSE , y^UuM/u^s^...^!.* "10-48AM' Job Number 2K1Q-130 , f£ Chel^By: Member Section Forces (Continued) 1C Member Label 81 1 TC2 Sec Axialllb] .. 1 ' 7857.082 82 2 83 3 I 84 4 i 85 86 1 87 7857.082 7857.082 7857.082 5 ' 7857.08? TC3 1 2Lae... . ' 3 > 89 , l_90 ILai- 1 \92 TC4 13033.909 13033.909 13033.909 4 13033.909 5 ' 13033.909 1 2 93 3 ! 94 ' 95 i 96 1 ^97 _.. .Da ! TC5 4 13033.909 13033.909 13033.909 13033.909 6 13033.909 1 , 15042.172 2 399 . ._ !_ _| _4 LlOQ.: _J. J01 1 TC6 102 1031 104 5 15042.172 15042.172 15042.172 ShearJIbj Moment[lb-f!J I 497.074 283.093 I 259.783 •' -47.046 22.491 -170.174 -214.801 -86.289 i -452.092 204.609 I 348.697 204.609 212.697 I 64.26 76.697 i -8.088 i -59.303 I -12.437 -195.303 i 51.215 255.564 i 51.215 119.564. I -42.567 . ; -16.436 ! -68.348 -152.436 -26.13 I -288,436 '• 84.088 263,1 '> 84.088 ! 127.1 -13.462 -8.9 i -43.012 , -144.9 -4.562 15042.172 I -280.9 i 101.887 1 15042,172 2 : 15042.172 ^ 3 ' 15042,172 4 15042.172 J.Q5 _ i 5 I 15042.172 Ll06_ . 1 107 108 109 1101. .r111 ! 1 112' ,113 TC7 1 13025,755 TC8 "I 2 13025.755 3 i 13025.755 4 13025.755 __,§ ___1 . - ' I 2 3 .114: . . ~n 115! 116 , 1 , 117 I 118 119! 120^ . . TC.9 4 _ .13025.755 __ 13025.755 13025.755 13025.755 13025.755 5 13025.755 1 ; 7008.137 2 7008.137 . . 3 i 7008.137 4i 5 121 1 TC10 i 1 122 > 123 124 125 126 1 127 128 129' BC1 2._,. _ 7008.137 7008.137 7531.796 ... .7531.7,96 3 1 7531.796 4 I 7531 .796 5 i 7531796 1 2 3 4 130 , i 5 131 ' 1 BC2 132 133 134 135 136 1 .137] 1 • BC3 r\ -11009.71 -11009.71 -11009,71 -1100971 -11009.71 -14426.638 2 I -14426.638 3 ' -14426,638 4 -14426.638 5 . 1 -14426.638 -14686.877 2 :-14686.877 407.607 190.607 101.887 -47,666 -26.393 , ..-88.72 i -243.393 -460.393 466.288 249.288 32,288 -184.712 i374.7J2 243.845 107.845 -28.155 -164,155 , -300.155 381,105 182,771 -15.562 ' -213.895 _ -412.229 . ,. 398.568 239.901 . -21.273 _ 154.673 154.673 -24.221 | -94.6151 -56.509 1 8Lft47_ , 81141, ! " -.075 1 -19.998 28.08 144.158. 144.158 -61,422 I P -1 22,384 i . t38,72.§_. 189.546 _J 89.546. _ '3.327 81.234 -90.338 -77.432 ^ -91.447 -236.099 f 0 2,538 2.538 2.538 2.538 2.538 -.206 -.206 0 -2.538 -5.075 -7.613 -10.15 -10.15 -9.944 -.206 -9.737 -.206 , -9.531' -.206 .235 .235 -9.325 »9'.325 -9.56 •RSSA-2D Version 9.0.0 [\\Server\servBmd\dwgs99&2ks\2.0ld\2K10-.130\RfSAUl2.r2d]'Beiges Company Designer..job :Nuniber PSE2K10-13D J/2 May 10, 2010 10:4:8 AM Checked. By;_ Member Section Forces (Continued) LC 138, _ 139 140 141 1 142 143. 144 ! 145 Member Label Sec I 3 ! 4 ! 5 ~ .. BC4 • 1 ? 3 4 • 5 AxialFlbl -14686.877 -14686.877 -14686.877 -10496.943 -10496,943 -10496.943 -10496.943 -10496.943 ShearFlbl ,235 .235 .235 -2.566 • -2.566 -2.566 -2.566 O &\fi&. Wiomentflb-ftl -9,795 ! -10.029 -10.264 I -10.264 ! -7.698 -5.132 i -2.566 0 RISA-2D Version 9.0:0 ; :.t\\Se;rver\$erver-d\dwgs99Mks\201 Q\2K1,0-i30\RlSAy 12,r2d]'.page 4 J;m r i\iv ft. STRUCT1 lilEtGiEERS tobr^&8&- o Y- •4-* .TO \ O i OCN o° T" >.to II!S3?I LU1 WI .GL o i •:o ^ II I CN I f?! O OCM Q i •f>> t! SJ! STANDARD.SPECIFICAT10NS FOR K-SERIES {'97 UBC) (ASD-ALLOWABLE STRESS DESIGN) Description;JOIST J12 PRIME w I !L 1W. D, r<> _____ ENGINEERS** '" CHORD PROPERTIES: TOP CHORD: LL 80T CHORD: LL Top Chord Bottom Chord 2.00X 2.00 X 0.137 Chord :Gap = 1 .00 in i,50X 1.50X 0.115 Fy=50ksi €•* 29000 ksi Area Rxx Ryy Rz S.top .S.bot 1.058 in2 0.624 1.222 0.397 0.749 p,2B5 0.664 in! 0.467 1.029 :0.297 0.133 0,346 PANEL CHECK TC interior TC interior CHORD DESIGN CRITERIA: ..Panel Pane! Lx = Ly = Lz = Filler = /.Axial Force, P •- Panel Pt,.M = Mid Panel, M = Max L/R - .UR -Check* Length corr, to Rx in plane of joist ;= 41 ,88 in 24.00 in Length corr. to Ry of joisi •= 41,88 in 24.00 in Length corr. to Rz of joist -r 20.94 in 24.00 in := YES 'NO = -7857 Ib -1504.2 ib - 3397 Ib-in '1223 Ib-in •= 7042 Ib-in 518 Ib-in = 67,06 in 60.49 in OK ;OK Q 0,879 TCEnd L Panel 32.00 in 32.00 in 16.00 in YES -9021 Ib 3397 Ib-in 1.740 Ib-in 51 .24 in OK TCEnd R Panel 32, 00 in 32.00 in 16.00 in YES -7531 Jb 2274lb-ih 1084 to-in 5124 in QK BC Interior Panel 48.po;in 46.00 in 48.DO.in NO 146871i» . - 161 .74 in OK ;ALLOWABLE STRESSES: Cc- Fa- MP Axial, Fa - ! PP. Axial, Fa = Bending, Fb*= Tension, 'Ft = \'[2;-rrJ'E/(Q-Ey)]- 114 J14 L/R & Cc ; Fa - H-(L/R):!/(2-Cos}]'Q-Fy/[5/3+3/8;(l.?R/Cc}-1/S-;(L/R/Co)3] L/R>Co;Fa=i2-Tr''E/[23;[L/R)2j = .19538 psi 20460 psi 19538 psi .20460 psi ...0';6-Fy= '30000 psi 30000 psi : 0,6-Fy= :30000.psi 30000 $s\ 'm-fy:± 1.14 21B76psl 19509 psi 27000 psi 27000 psi - 114 • 2167.6 psi 19509 psi 27000 psi 27000 psi - :* ..- - - sooodpsi PANEL POINT CHECK: Axial Stress, fa ~ Axial. Check •= ft>.bot~ Bending Check .- : fa + fb = Panel PtChk«= P/A= ^74.23 -psj -.5 42 11, psi fe/. Fas 1,0 * OK OK M /:S.bot •= -1 1B27 :psi :0 .psi fbVFb'SI.O QK OK s 1'9~350psi 1421 f psi ;{fa+fb)/(0.6-Py) = 0;645 :0.474 (fa+fb)/(0.6-Fy).£1;0= OK OK *8523. psi OK .-11-927 psi OK 20449 psi 0.757 OK m 15 psi OK -7984 psi OK 150 99 psi 0,559 ..OK 221 34 psi r - •r ;;22434psi ::B-73B OK ;WID-PA:NEL CHECK: Axiai Stress, fa = fb.top = •F'e- Crrs = Mid Parts! Chk * : ?/A= -.7423 .psi -14211 psi |tfl/:S:tpp- -2725 psi Opsi 12'Tr!;E/[23v(URx)s]= 33211 101105 End Panel : 1rO,30'fa/[F'8) - - ' "- Interior Panel ;1-0.4-fa/[F'e] '= : 0,911 , 0,944 fa/Fa* Gm^fb/Ki-fa/F'eJ-Q-Fbi^ 0.501 6.695 •Unity 'CHeck'S 1,0= OK OK -8523 psi -2322'ps! 56872 0.955 - :C,547 OK -71T5psi -1446 psi S6872 0.962 - 0.432 OK 221 34 .psi -. f ;0,736 :OJ< 100215 N EXISTING JOIST GHECK- /"""' END REACTION = :3719 MEMBER ID W1L W2L W3L W4L V1 W5L W6L V2 W6R W5R V2R W4R W3R LU W2RCG S W1RHI '"" "\ .00 M2 (SEE REFERENCE WIN AXIAL = 929.75 NEW AXIAL jLOAD {#) ALLOW T (LBS) -9623 -16236 1608 3866 -2462 -6182 930 170S S30 930 S30 •2037 930 -3101 -5184 .4-278 965 -821 9 -16234 M FOR ALLOW k PRIME Ek STsUCTURai &ENGIMEER3 LOADS) 25% END REACTION NEW STRESS ALLOW G (LBS) RATIO - 47 18 5249 ,- 4 165 37.85 1888 41-64 1887 3786 4164 - 5249 4733 - 0.59.27 0:3410 0.7365 0.4015 0.2233 0.4513 0.4926 0.2233 .0.4928 0.5380 B;2233 0.5015 &$f.5b 0.203S 0.50B3 Mv f' I- ' - •"> Sht: ..' ,' RESULT OK OK OK OK OK OK OK OK OK OK OK ;OK OK .OK. OK * = COMPRESSION »« TENSION : .'£4L-4-J* . { ISi <; fO o o U....' '-' ,.„ a l\ .»?• rvi ! T— [ > Is Q ot'i • CM•—s wtp. ^ Q- i CM a •fl-H T fr, \t I ',JSipiSB% «<.«,,* SSsfii&tf|0if! o DCM i r\ T3C-! CM 0)i-co; 11(| UJ ! 1 V> Ia.&:! Company DesignerJob Number P.SE •2K1Q-13Q May 12,2010 7:48 AM Checked By: Basic Load Cases BLC Description , 1 ' DEADi 2 ! 3 i'4 LIVE ROOF UNITS SEISMIC Category X Gravity I None ' None : None .YGravJty I None _Jflint Point 1 Distributed10 J i 10 f " 4 Joint Boundary Conditions HI ... Joint Label . . . X [k/inl N12 N22 Reaction i Y[k/in] Rotationrk-ft/fadl Reaction I_ Reaction _ Footing j Joint Reactions 1 2 5 4 5 6 7 LJ3 , LC Joint Label 1 _J N12 _i_j N22__ 1 Totals: 1 i COG(frrt: _ 2 - N12 . 2 i N2? 2 - Totals: 2 i. COG fin): X [Ib] 0b 0 X: 139.713 -4400 0 -4400 _ X: maQJL. .Y [Ib] 3450.776 3514.974 6965 75 Y: 17.032 2989.318 „ 3.053.516 6042.833 Y: 17.032 MZ [Ib-inj 0 0 1 I 0 0 Load Combinations r \ "1~ 2 Description SolvePD,.. SR., rD+L+UNlTJYesf I BLC;, 1 \ • 1 i Factor 1 BLC 2 2 Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC. Factor1 1 3 1 i J.l..:. i .75 I 3 i 1 I 4 I'l I ....I t _ ' i J Joint Loads and Enforced TT„, ,,,,_,,,,,.,.,,^teinlLBibgi JbLI£_! LAM Direction MagnItude[{lb,IWn}, (in^dXJb^,., 1 -| X 1 4406 Member Section Forces . ... LC,Li ' .,1.2! 3 ' ' 4 i 5 i 6 ' 1 . 7 ' 8 i . 9 ' i 10 i 11 1 12 : 13 14 i 15 l 16 1 17 Member Label W1L i W2L W3L W4L Sec rt 2 . -3 4 5 1 - 2 3 4 5 1 2 3 4 5 1 ' 2 Axial[lb] ..__. ^_ -9297.945 -92~97.94'5 -9297.945 ' -9297.945 -9297.945 1306.385 1306.385 ' 1306.385 1306.385 ,13' 06.385 4030.104 4030.104 4030.104 . 4030.104 ' 4030. 1Q4 . . V2616.25' r2616.25 Shearflb] 0 0 0 0 . 0 0 0 0 0^ „ „ 0 0 0o 0J) 0 Moment[lb-!n] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Version :9:,0.0 [\\ServeAserver-d\dwgs99&2ks\201Q\2K10-130\RISAAJ21;f2d]Page'1 I '• wwiyuei , roc ,'''<"' U ' Job Number : 2K10-130 Ji£- ', ^ :;',, . , rf ^j',,. May 12, 2010-.rr_2..u- 7:48 AM ' Checked Bv: Member Section Forces f Continued) r~ LC ,, MemberJLabei ._ Sec Axiairibl [ ,18 , „ , | 3 1 -2616.?5 19 !,[20 : , 21 1 V1 i 22 23 24 4 , -2616.25 5 -2616.25 1 502.575 2 3 4 502.575 502.575 502.575 j 25 , 5 502.575 1 26 ' 1 Wfil ! 27 28 29 i 30 31 1 32 r 1 2 . 3 4 < 5 1752.938 1752.938 1752.938 1752.938 1752.938 W6L 1 -277.351 33 34 ! ; 35 . I 36 1 37 ' ,38 39 , 40 \. V2 2 -277.351 3 ' -277.351 4 -277.351 5 ^2 3 4 i 5 -277.351 656.581 656.581 6.56.581 656.581 656,581 41 1 W6R ' 1 .858.09642, j | ; -_. ..43 ! .._ i 44 ! I 45 -46.. _ 1 47 I 48 ! „, W5R _49 _ _ | 50 : : 51 1 V2R 52 : 53 5455 ' : 56 . 1 i W4R „ 57 ' , 58 I 59 _^_. . 60 61 1 62 W3R 63 , ! 2 • -858.096 3 • -858,096 „ 4 _, -858.096 5 -858.096 1 : 17JJ4.076 2 1784.076 • 3 ' 1784076 4 : 1784.076m , 5 ! 1784,076 1 2 3 4 5 1 . 2 3 4 5 1 2 3 (34" I I 4 65 i 5 66 1 67 68 69 70 71 1 72 73 74 W2R 1 2 .,3 4 5 W1R 1 2; s 4 564.97 564.97 564.97 564.97 564.97 -2755,652 -2755.652 _ -2155.652 „ -2755.652 -2755,652 4245.967 4245.967 4245.967 , 4245.967 . 4245.967,.... . 977.233 977,233 977.233' 977.233 977.233 -8197.375 -8197.375 -8197,375 -8197.375 I Shearfibl Momenfftb-in1 I 0 0 0 0 0 0 0 0 0 0o . o 0 Do i o 0 ' 0 0 ! 0 0 0 0 0o . o : 0 0 i 0 0 0 0 0 0b 0 0 0 0 ' . 0o . 0 ..00o o 0 , 0 0 0 0 0 0 i 0 0 0o ! o .. „ ; 0 1 0 j . o, ,_ „ 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o • o 0 0 0 0 0 „ 0 0 0 0 0 ' 0 0 " 0 0 0 0 0 0 0o 0 0 0 0 RISA-2D Version 9,0.0 I\\S'erv6r\servef-<IVdwgs99&2kg\2-01i»2K1043Q\RISA\J21 .r2ci]Page 2 PR! ME-fab: 4&-ICompany Mf^ t:TN^Tit. Designer PSE jfeipk vifUJUiU. Job Number 2K10-130 MemberSection Forces (Continued) LC I 75 Member Label i Sec 5 I 76 ' 1 TC1 1 77 . . 278 : < 79 I.. .. 4 _80 . i 81 1 TC2 L82 J | 5 1 2 .83. . 3 84 ! .-£$_ - .. LfifL. 1 :, TC3 87 , 88 4 5 Q 1 2 3 89 , 4 "" 90 ! , 91 1 TC4 L.92 i 93 94 95 I 96 197 ; , ., 5 1 2 3 . 4 5 TC5 • 1 L98 < 99 _. _ 1 100 .101 1 1 ' fee 102_ 103 I 1Q4-.105ir 106 1 107 108 ,j,Q9 2 3 4 5 1 2 3 , 4 ~ - - TC7 110: ! 111 • 1 TC8 L112I .- 113! 114 115 116 1 117 118 119 . _ . _ 120 .....5 . 1 2 3 ' 4 5 _ 1 2 3 4 5 TC9 , 1 '* 0 121 1 TC10 122 : 123 | -524 , , 125 . 1261 . _ 1 ! BC1 127 3 4 5 1 2 4 5 1 2 128 ! 3 129 130 131 i 1 4 BC2 5i AxiaiJIbj -8197.375 8716.605 8716.605 8716.605 8716.605 8716,605 7770.808 7770.808 7770.808 7770.808 7770.808 13191.027 13191.027 13191.027 13191.027 13191.027 13191.027 13191.027 13191.027 13191.027 ... .13 J 91 .027 14846.763 14846.763 14846,763 14846.763 14848.763 14846.763 14846.763 14846 763 14846,763 14846.763 "12692.625 12692.025 12692.025 12692.025 12692.025 12692.025 12692.025 12692,025 ,12692.025 12692.025 r 6982.081 6982.081 6982.081 6982,081 6982.081 7512.269 7512,269 7512.269 „ 7512,269. „ 7512:269 -11057,429 -11057.429 -11057.429 -11057.429 -11057.429 -14620.579 IS psf 44X Checked By: Shearpb] • 0 Monmtpb-in] 0 214.64 I 0 I 55.973 -947.147 -102693 -783.627 i -261.36 ' 490.559 -420.027 i 2875.412 481 145 243.853 2875.412 -919.5 i 6.562 ' -2230.265 -230.73 -1056.883 -468.022 i 2600.647 350.221 '214.221 2600,647 i 907.321 78,221 29.996 -57.779 -31,329 -193.779 308.796 163,608 -35.392 -234,392 723.346 723.346 i -717.41 i -1102.061 I -292.71 1 -433.392 1710.639 420.578 '• 1710.639 .. 221.578 22,578 -176.42Z -375.422 281.159 145.159 9159 -126.84.1 -262.841 ] 273.053 137.053 1,053 -134.947 -270.947 294.023 121.023 -51.977 -224.977 ,J -215.828 -948.295 -486.762 1188.771 1168.771 -110,182 -573.135 -220.088 948,959 948.959 -281.359 -695.678 -293.996 923.685 923.685 -321,452 -528.,588 "302,275 ..... -397 977 2171 138 464.516 !~~ 21 71138 """"" 212.224 i -789,6 -23.88 -1564,033 -222.213 -420.547 400.358 241,692 83.025 -75.642 - -234.308 2.614 2.614 2.614 -487.376 2324,698 2324.698 77.524 -1058.984 -1084.825 .0 0 -31.366 -62.732 2.614 -94.098 2.614 i -125!464 -.335 -125.464 'RJ.SA-2D Version 9.0.0 I\\Server\server-dawgs99&2ks\201:0\2K10-130\RISA\J21.r2d3 'Page 3 Company ,, , Designer PSE .... , / - 'I1 ' Job Number 2K1 0-130 J1^ r|ip . ,,„,,, t ' > May 12,. 20101 u - -~r-£~ 7 48 AM ' ~ ,t '/<- Checked By: Member Section Forces (Continued) , LC.... Member Label Sec 132 i ' 9 133 134 135 3 4 JJL36- 1 ;.. BC3 j 137 5 1 2 M3--8; • ^ - .- 3439.;,,, _.__ __ , 4 1140' i ! fi ' 141 1 ' BC4 Ll42 143 144 1451 146' 2 _ 1 2 3 _ - < 4; B W1L 147 148 149' 150., I 151 2 I 1521 153 154 155 W2L 1 o 3 4 5 1 _2 _ • 3 - 4 156 2 W3L. 157 158- ! 159 [ 160* 161 1 2 162 I 163_j 164| 1651 166 ! 2 W4L 5 1 2 3_ •4 5 f\ i 4 V1 167 ' 168 169 170 I 171 [ 2 172 I 173 174 175 176 2 1 177 178 179 . . 180 181 2 182 183 184 185 I W5L 5 _J 2 3 4 ! 5 1 2 3 4 5 W6L 1 2 i 3 i 4 I 5 V2 1 186 2 W6R 187 188 , ! 2 ' 3 4 5 1 2 3 ' Axiairib] 1 -14620.579 -14620.579 -14620.579 -14620.579 -14146.971 -14146.971 -14146.971 Shearftbl Momentf!b-W ; -.335 -121 449 -.335 : -117.434 -.335 -113.418 -.335 ' -109.403 .204 ! -109.403 .204 -111.852 .204 -114.301 -14146.971 ' ,204 -116.749 -14146.971 -10444.742 -10444.742 -10444.742 -10444,742 -10444,742 -8062.667 -8062.667 -8062.667 -8052.667 -8052.667 1114.36 | .204 -119.198 -2.483 -2.483 -2.483 -119.198 . -89.399 -59,599 -2.483 • -29.8. -2.483 0 0 0 . 0 0 0 0 0 0 0 0 0 0 1114.36 | ._ 0 0 1114.36 1114,36 1114.36 0 s 0o . . oo 3516,673 ! 0 3516.673 3516,673 3516,673 3516.673 -2313.05 -2313.05 -2313.05 -2313.05 -2313.05 438.70L. ' 438.701 438.701 438.701 438.701 1559.444 1559.444 1559.444 1559.444 1559.444 -229.817 -229.817 -229.817 -229.817 -229.817 578.414 578.414 578.414 578.414 _ 578.414 -770.422 -770.422 -770.422 0o 0 0 0 0 0 •; 0 i 0 0 0 0 0 0 .. 0 ' 0 0 . 0 0 i 0 0 0 0 0 Q o _ 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 DIG i 0 0 0' 0. o " 0 0o 0 0 .RISA-2D Version 9.0,0 " • [\\Servsrtsery.er-d\.dwgs99&2ks\20.1 OS2K10-130\RlSAU21 ,r2d]Page 4 Company ,:• Designer : PSE Job Number : 2K1Q430 J12 Member Section Forces (Continued}^ LC __ . Mgmber Label Sec ,189 190 i i 191 i 2 192 4 5 W5R ' 1 2 1 193 , 3 194, 195 1961 2 197 i I 198 4 5 V2R ' ! 1 2 199 S200: . 201 2 I 202 I 203 i 204! 3 4 5 .. _ W4R 1 , , .„ . . ? ! 3 1 205 i 1 206 : 2 •' W3R 207: •208 | 209 2101 211 ' 2 4 5 1 2 3 ...„ 4 ' 5 _, W2R 1 212 l • ' I 213 214- 215 216 "...2 217 218 219 220 221 . 2 222! • W1R 2 3 4""5" ~ 1 2 3; 4 " 5 TC1 223 224 225; 226 1 2 227 228 I 229 i 230 231 "! 2 232 TC2 1 2 3 4 5 1 2 _ 3 4 i 5 TC3 1 '233 234 ' 235 1 236 ' • 2 ; TC4 •237 1 238 ! '239 240 2 '3 4 5 n s ~ i 'I | .' ^C ~_ v'Tu.'Hx K ' 0^ ic _J2L; May 12, 2010 -,.'>£.!GllLERS&ht IzL Chicked Bv: Axi?![!b] Shearllb] -770.422 0 ' M om en t^ftxln'}i o~ -770.422 ! 0 0 1553.981 0 0 1553.981 0 : 0 I 1553.981 i 0 0 1553981 0 0 1553.981 i 0 0 492,829 492.829 492.829 0 ; '0 0 '• 0 0 492.829 • 0 492.829 0 0 0o " -2401513 0 0 -2401513 -2401513 -2401513 -2401513 0 0 0 0 0 .0 3714,686 I 0 3714,686 ; 0 3714.686 ' | 0 3714.686 3714.686 835.636 0 0 0 0 .0 0 0 , 0 0 0 0 835.636 0 835.636 • 0 835.636 0 835.636 • 0 -7131098 1 0 -7131098 -7131098 -7131.098 i 0 0 0 • i 0 0 0 0 0 0 0 _ 0 -7131098 1 0 7558.561 j 183.118 7558.561 i 47.785 7558.561 I -87.548 . 7558.561 ' 7558.561 6751786 6751786 6751186 6751786 6751786 11506.028 11506.028 11506.028 11506.028 -222,882 -358.215 410.494 ' . 208.098 5.702 1 0 0 i -808.161 -668.989 417.516 2451.355 2451.355 . -786.585 -1905.693 -196.694 -905.97 -399.09 297.485 181485 65,485 -50.515 11506.028 -166.515 1 t 11506.028 i ... .212,186 2 11506,028 » 146.999 3 4 5 241 . 2 TC5 1 242 243 244 ' 245 I 2 3: 4 i ,5 11506.028. ! ' -32.001 11506.028 ! -211001 11506.028 12965.202 12965,202 12965,202 12965.202 12965.202 -390,001 379.497 200:497 21.497 2212.585 2212.585 775.672 i 34.76 -10.153 640.935 640.935 -•640.165 -985.159 -256.153 1546.853 1546.853 ' -193.127 -859.107 ' ' -157.503 • -451.087 -336.503 1030.933 I RISA-2D Version 8.0,0 ; {\\SerYer\server-cf\dwgs99&2ks\2010\2K10-1,30\RISA\J21 ,r2d]Page 5 Company /12,201o .-•.———• - -^M........... ||n. . •...;.... i -i ' ..' - i Ml... — •> Member Section Forces (Continued) . _,. LC Member Label. Sec AxialFlbl 246 : 2 247. 248- TC6 1 ;249 250 251 _252_ 2 2 12965.202 , , She,gr[lbl_.. 241911 Momentrib-in] 1030.933 12965.202 125.911 i -72.531 3 12965.202 9.911 -479.995 4 5 TG7 11 253 2 12965.202 -106089 -191459 12965.202 11069.611 11069.611 -222.089 • 793.077 231382 793.077 115.382 -247.213 .3 I 11069.611 i -.618 I -591.502J254 4 255 256 2 i 5 TC8 ' 1 ,257 , ? 1258. !259 260 261 262 2§3 .264.. 11069.611 : -116.618 -239.791 11069.611 11069.611 11069.611 I ' |3- 11069811 2 -232.618 807.919 260.21 ' 807.919 107.21 -294.342 -45.79 -478.603 4 i 11069.611 -198.79 255135 5 TC9 . 1 11069.611 -35179 1 1906.874 '.6081.742 . 408.186 I 1906.874 ? BOB1.749 265' ' I 266 267" 2 ... TC10 268] 269 270 271 3ZL273 274 275 2 3 i 6081742 4 . 6081742 5 1 2 3 4 5 BC1 276, 2 BC2 277 f 278 L279_ 280 281 282 .263.284 2 ..,.2 j 3 185.061 -21877 -191043 8081742 ' -360.21 6535,108 6535.108 6535.108 ... 6535.108 6535.108 -9619.695 -9619.695 -9619.695 3^115 206.416 , -688.581 -1352.937 -421.413 1990.32 1990.32 7174 71083 -899.506 -64.25 • • -923.42 .... -199.584 2.279 2.279 2.279 4 -9619.695 2.279 5 1 """' 2 3 4 5 BC3 ' 1 2 3 -9619.695 | 2.279 _jJ2Z77J82 L -.280 _ -12777.782 ' -.286 -12777.782 ' -.286 -12777.782 L. -.286 -12777.782 -12336.91 -12336.91 -12336.91 -.286 0 0 -27.35 -54.701 -82.051 , -109.402 r -109.402 -105.972 -102.542 .-,99-112 -95.683 .171 i -95.683 .171 -97.73 .171 4 ! -12336.91 I .171 285' 286 2 BC4 287 288 289«-*™ i™— — I 290 5 1 _£!£336J31 ! ,17t -9111.134 -2.164 2 -9111134 -2.164 3 -9111.134 -2.164 4 I -9111134 ; -2.164 5 'I -9111.134 -2.164 -90778 -101826 -103.873 -103.873 -77.905 -51937 -25.968 0 loh S.0.0 " ':.t\VServeiAserver-d\dwgs99&2.ks\2010)2K10-130\RISA\J21,r2d] ' ' \ * ( L - f- 'HP - a-'C 7... Gravity Beam Design RAMSBeamvS.Q.l Licensed to: Prime Structural .Engineers 05/10/10 1.5:25:34 'STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0,00,0.00) J-End (26.00,0.00) Beam Size (Optimum) « W14X22 Total Beam Length (ft) = 26,00 Up (kip-ft) - 138.3.3 Top flange braced by decking, POINT LOADS (kips): Flange Bracing Pist(ft) 'DL LL Top Bottom 2.000 3.07 2.40 No No 10.000 3.78 .2.40 No No 18,000 .3.07 2.40 No No Fy -50.0ksi LL 0.000 LIKE LOADS (k/ft): Load Dist(ft) DL 1 0.00.0 0.022 26.000 .0.022 SHEAR (Ultimate): Max Vu (l,2DL4l.<iLL) = 14,76 kips 0,90Vn = 85,08 kips MOMENTS (Ultimate): Span Cond ^Center Max •!- Gontrolling REACTIONS (kips): LoadConibo 1,2DL-M,6LL L2DL-i-l:,6LL vMu kip-ft '86,1 •86,1 @ ft 10.0. 30.0 Lb ft 0.0 .0,0 Cb 1,00 1,00 Phi 0.9.0 0.90 Phl*lvln kip-ft 124.50 124.50 PL reaction Max +LL rea&tion Max -f total reaction (factored) DEFLECTIONS.; Dead load (in) Live load (in) Net Total load (in.) Left 5.39 4.43 14,76 Right 4.10 2,77 9.35 at at at 1237ft = 12.87ft = 12,87ft = -0.772 -0.516 -1.28.8 L/D = L/D = .L/D = 404 604 242 '"£ £>#<£>P.^ ;.,*.'» *•-*?*::£'[ -.yC" Qb3T :ONISTRUT S0PPOR 05/12/10 2K10-40 (8U ts3lpl2vlsQb41481!B£AM ANALYSIS PROGRAM Cslp9vlsOb4148T SPAN LENGTH = 6.50 ft (Simple Span) POINT LOADS (k £ ft) I'd PI (6,43) (8U (sOplO.OO 0.122 :0.122 REACTIONS LOAD 'Dead ••Live Total 0.00.0 0.000 (k) 1 .08 S.-41 LEFT 0..122b , ooo 0.122 RIGHT 0 . 122 0.000 0.122 "MAXIMUM FORCES V max = Yd max = M max = :istd max ••— O.;l:22 k ;8 0.122 .k @ 0,132 kft @ 0,132 .kft @ 0.00 ft 0.00 ft 5.41 ft 5.41 ft DEFLECTIONS LOAD (El = :.Defl :<in?(ft) Total Live Bead TOTAL Defl 11S9/EI ,0/EI 1.15 9/E I El 3,25 0.00 .aidspan :'L / 180 L / 240 L / 360 3567 5351 Gravity.Beaiii Design .RAM SBeam'v3,0.1 Licensed to: Prime Structural Engineers 05/10/10 15:49:34 •STEEL CODE: AISC 'LRFD SPAN INFORMATION (ft): I-End (0.00,0,00) • J,End (24.00,0,00) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 24,00 Distance to Adjacerrf Beam on Left (ft) = 6,5 .Distance to Adjacent Beam, on Right (ft) = 6,5 COMPOSITE PROPERTIES (Not Shored): CQ:ncrete thickness (in) Unit weight concrete (pef) •f c (ksi) Decking Orientation pecking type Fy = 50,0 ksi 72.00 269.50 102.62 426.81 3,00 Left 2.50 110.00 3.00 perpendicular VERCGBFpnnlqk Y bar(in) Mn(kip-ft) PNA(m) Itr(in4) Stud diara Sin) Right 2.50 110,00 3,00 perpendicular YERCO B Fonnlok 13.24 209.25 11.31 604.11 0.75 Mnf(kip-ffi) C (kips) Ieff.(in4) Stud length (in) = Stud Capacity (kips) ,Qn = 12.8 1i of studs: Max -48 Partial -14 Actual =16 Number of Stud Rows - 1 Percent of Full Composite; Action - 31.62 Top flange braced by decking. POINT LOADS (kips): Dist (ft) 12.000 DL 0.36 CDL 0,00 "LL 0,00 CLL •0.00 Flange Bracing Top Bottom LINE LOADS (!</ft): Load Dist (ft) 1 O.OOQ 24.000 2 0.000 24.000 SHEAR (Ultimate): Max ¥u (1.2DL+L6UL) = 1632 Mps 0.90Vn = «S.08 kips 'MOMENTS {Ultimate): Span DL 0,022 0,022 0.403 •0.40.3 CDL 0.022 0,022 0.000 0.000 ;LL :O.OOQ o.ooo 0.520 0,520 ,cia, 0.000 :o.ooo O.OOQ :0..000 Center Controlling REACTIONS (kips): Cond PreCmp+ Init DL Max + LpadCombo 1.4DL 1.4DL 1.2DL+1.6LL 1.2DL+1.6LL Mn kip-ft 2.2 2.2 9.9.3 99,3 @:ft 12.0 12.0 12.0 12.0 Lb ft 0.0 —.— — Cb 1.00 0.90 O.S5 0.85 Phi*Mn kip-ft 124,50 177.87 177.87 Gravity Beam Design RAMSBeamv3,(U Licensed to: Prime Structural Engineers Page 2/2 05/10/M 15H9:34 Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) Left .0,27 5.28 6,24 16.32 Right 0.27 5.28 6.24 16,32 DEFLECTIONS: Initial load (in) Live load (in) Post Cdmp load (in) Net Total load (in) at at -at .at 12.00ft = 12,:DOft = 12.00ft = :12,0.0ft * -0,02.9 -0.314 -0.571. -0.600 L/D = L/D =' L/D = L/D - 10082 918 504 4:80 BRESSl RANCH LOT 40 -BLOG. E & F DESIGN LOADS ROOF;DEAD LOAD ROOFING 1/2" PLYWOOD 2X6 @ 24" O.C. INSULATION JOIST @ 8-0" SPRINKLERS M&E SUSP.CLG MISC. GIRDERS 2.2 1.5 1.1 :0,8 1.8 1.5 i.5 •1.8 1.8 14.0 PSF 2.0 16,0 PSF LIVE LOAD 20 PSF (REDUCIBLE) FLOOR:DEAD LOAD FINISH FLOORING :21./2"LTWT.CONC 13/2" METAL DECK SUSP. CLG BEAMS SPRINKLER MEGH&ELEC - MISC. PARTITION LIVE LOAD GIRDERS bi. 80.0 (REPUCIBLE) PSF PSF <?H»»* T -&toIs -k -v Sf-09V ovoi ess »ro (0 OV01 SSS MTQ /Q'Z-X Q (t) CNy_T to -«a -\ n -A •* *W12x14•Jf*4*1- ^«- -©«• »• >>^ o>- >> i»» y oyoi ess xvo (i) T* •j—cmn ass Mt'o (0 7 o * -to -x\ XOH/O^n \ ovoi ess Mt'o (0 «-QV01 BSS Mi^'O (0 * * * Toto T" •if.DO *• .ifcx .o o :ff)I ru rno moX !LD\O= ••*•"! O•o •O' -OCOaix,o ooLUOJ OX II<p' xxxxxxxx_j . . '.;......uj ru njfu njfuai'ru ru >~. XLT) -X CX1Oto _J OOOOOOO XXXXXXXujcjoinoDOLn NJOD'aJOQiDO) .1— ID.XXXXXXXZ O'OinoO-OlDZ)•-oocxJooLn.ajo'•• . iO'Lt. :"O OOOOOODru-x, -xx xx x'X' :xo tu -inoooinocxio -INJ ;aHnoG'.c\jo . £\1 1 '"ZXXXXXXD' !(D ii Of- LL.'LU_] Socr<oo XSUJX ; O CQO >- 1- JOD H- _ OQ_JLUMQ- s:o_j i- HH- O ~*^*"i _J J- .J _J Z H -HLL ^M X UJ •< <:o s CD _!LU a <\i'' Oo CLLU :01 O D -.- D X2u LU-CE K i-in O UD O I;in '.I .to ix. iCE•'< BRESSI" RANCH LOT#40 .WS4-65-Q816-Q1 LIST 2 •MON, 11-SEP-2QQ6 VI ..-01: 13:57:29 PAGE DOS J12 18K272/160 23-11 5/8 J12 **SHORT-SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH A.9,5,a *** AXIAL COMBINED WITH DEADLOAD -ONLY *** **** STRESS INCREASE ALLOWED .**'**' MAIN TC TQNIFORM 272/ 160 PLF 23-11 5/8 ADDLOAD 1.0/0.0 {'PP..S.: TC=11, BC=5) AXIAL (T.C) *4.4 K LOAD tASES GENERATED; (*=STRESS INCREASE ALLOWED) : ( 1-17:}= T {18-181= D (19-35)=: p CCMWJVXC* (35-52)= D CCMW AXT* **JOIST :LAYOUT** WORK LENGTH =• 23- 7 5/8 EFF DEPTH = 17,0316 BRNG :pEPTH LT= 3 ^; 3 0/D WP --TCXL: END PANEL VAR PANEL 0- 2 0/0 3- 9 7/8 -2- 0 0/0 HALF PANELS- . VAR PANEL END PANEL 6 '@ 2- -0 0/0 2- 0 :0/0 3-9 3/4 WP 0- ;2 BOX HOLD BACK: VERT REPL WEBS LEFT STD 'RIGHT STD 2DL 2-6 0/0 2DR MAINSPAH DEFL TLdBO) LL(240) LIM ±1.58 +1.18 MAX :--O.B6 -Q.40 **WOOD NAILER CRITERIA** LEFT BND OF TRUSS-- AXIAL NAILER WOOD HELD LOAD -AXIAL LENGTH! BACK :£IN) :(KIPS) TRANS ' (Ff) TC 5.0 4,4-0 PLATE 0.0-0 WOOD WOOD THICKNESS TYPE TC 2 1/2" DF2 SCREW GAGE AND LENGTH #14X2!l HOLE DIAM .:2.B12'5 (STD EXT = 0- S 0/0) -2r 6 -XJ/.0 JOIST IXX (IN**4) DEV .STD CAMBER *> 1/4 RIGHT END OF TRUSS -- AXIAL NAILER WOOD MELD -LOAD .AXIAL :-LENGTH SACK (IN) (KIPS) TRANS (FT) 5.-0 4.40 PLATE 0.00DESIGN .MAX : -DEV LENGTHSCREW SCREW SCREW SCREW COLLECTOR'DIAM LEN SPACE SPACE CTDIST (FT) .242 2,00 12,00 12.6 '0.-OD **SEAT DBSIGN** ..LEFT SEC 25 SEAT LENGTH SEC 0-4 :Q:/0 RIGHT 25 LENGTH SEAT .0- 4 0/0 BRESSI RANCH LOT.&40 WB4~05-0816-D1 LIST 2 J12 WON, 11-SEP-2 00 6 13:57:29 PAGE 0.04 •vl, 01 COL JOIST .DESIGN: NOT DESIGNED.— DANGER TAG REQUIRED J12 .**CHORD DESIGN** CHORD FY = 50000. PSI SPAN/TCRY= 228.8 TC BC TC MEM 1 .2 3 4 5 6 7 8 9 10 SEC CHORD DESCRIPTION 22 L 2.00X2.00X0.137 14 L 1.50X1.50X0.115 REQ MP PP MP F F' F F AXIAL - 105.26 - 9172 - 15580 - 15580 - 17606 - 17606 - 15570 - 15570 - 9.153 - 10496 KL/R 44 67 60. 60 60 -60 60 60 66 44 .8 .1 .5 .5 ,5 .5 .5 .5 .9 .8 RATIO 0 0 0 =0 0 0 0e 0:o ,7679 .7260 .49.07 .5131 .5545 .5545 ,512.9 .4903 .7236 .7650 RATIO 0 0 0 0 0 0 0 0 0 0 .5517 ,5731 .7200 .7200 .8136 .8136 .7195 .7195 . 5704 .5505 LENGTH 23-11 5/817- ;o o/o GOV BC LC 3 4 14 14 15 15 16 16 10 11 MEM 1 2 3. 4 CHRD GAP 1" REQ MP AXIAL RYY 1.2223 1.0294 LYY 3- 0 0/0 0- 0 0/0 KL/R PP RATIO MP GOV RATIO LC •+ 12839 161.7 0.7826 0.6449 14 + 16531 161.7 0,8844 0,8304 15 + 16526 161.7 0.8844 0.8301 15 + 12823 16.1.7 0.7821 0.6441 16. DESIGN** WEB FY = soooo. PSI ,END REACTION « HIM VERT SHEAR ~ 4214.4 LBS .iOS3.J5' LBS WEB 2 2DL 3.. 4 V2 :S:6 ¥3 SR 5R V4 4R 3R 2DR 2R SEC 114 -8 17 3 3 8 •3 •3 3 8 3 3 17 .8 114 QTY 1 1 "1 1 1 1 1 .1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 K .00 . Ot> .25 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .25 ,00 ,00 KL/ 190. 85 . 10 6 . 12?.. 73 .. 101 i. 127 , " 73, 1.27. .101 .. 73. 127, 106. 85. 19.0. R 1 4 -t- 3 — 0 - 7 + S *•'•7 „ 7 ^ :.9 r 7 -. 7 - 9 - 7 •-)- 0 - 0 - 0 + REQ SIAL 112-25 2842 4923 3360 1,520 2456 1678 1S17 16.78 2.4 62 1521 3368 4926 2830 11200 . . . t f r . f t B , g - RATIO 0..6916 0 ..6027 0.9379 .0.5435 0,3649 0.64B9 6,BBB? /0.38B3 0,8890 O.,6503 0.3652 0,544-6 0.. 9384:0., 5979 0,6899 REQ FILLET WELD SIZE 2.5X0.3 04 2.0X0.111 2.4X0.138 ..2,1X0,109 2.0X0.109 2.0X0,111 2. 0X0 ..10 9 2.0X0.10.9 2 ..0X0.109 2.0X0.111 2.0X0.109 2.1X0.109 2.4X0.138 2.0X0.111 2.5X0.304 AVBL WELD :CLIP 7..4. 3. 7 4 ,'5 2.,$ 4.9 4.So • o 4'.5 4.9 2.9 4/5 3.7 4,2 7,3 * ABRIDGING .REQUIREME3SGTS* * TC STRESS ALLOW LtY= ; 9.2 FT 1 ROW HORIZONTAL :StJRFACE AREA= 62 ,1 ..SQ-.FT BRESSI'RANCH LOT#40 MON, 11-SEP-2:OQ6 13:S4sS-8. PAGE 034 W84-05-0816-01 LIST 3 -vl.Ql J21 1.8K2 72/160 23- :A 7/8 J21 **-SHORTSPAN JOIST DESIGN REQUIREMENTS** SJI SPECS TOLCRAFT 'UTAH H,9,.5:, *** AXIAL COMBINED WITH DEADLOAD ONtt *** **** STRESS INCREASE ALLOWED **** MAIN TC UNIFORM 272/ 160 PLF 23- -4 7/8 ADDLOAD 1,C/0,0 (PPS: TC=11, :BC=5) AXIAL (1C) THRU SEAT: RE (STRUT). +.4 .4 K 4,4' K LOAD -CASES GENERATED: ('*=STRESS .INCREASE ALLOWED) ( 1-17)- T .(18-18)= D (19-35) = D CCMW AXC* (36-52)= D CCMW AXT* ** JOIST LAYOUT** WORK LENGTH = ..23- 0 7/8 EFF DEPTH = 17,03X6 BRNG PEPTH LT= 3 o/o RT= 3 .0/0 WP TGXL 'END PASEL %R PANEL HALF PANELS VAR .PANEL END PANEL WP TCXR 0- 2 0/0 3- p 7/8 "-Z- 0 0/0 6 :@ 2-r 0 0/0 2- 0 ^0/0 3- 3 :0/0 0- 2 0/0 BCX HOLD BACK: LEFT S.TD. RiGHT STD ;{;STD EXT ='0- 6 0/0 J VERT REPL 'WEBS 2DL 2-60/0 2DR 2~ ,6 ;0/0 MAINSPAN .JOIST IXX 'STB DEFL TL{180) LL(240i) (IN**4) CAMBER LIM j-1,54 il..lS 0 1/4 MAX -0,7.8 -©,.36 EEV 11.9. **WOOD NAILER GRITERIA** LEFT END OF :TRUSS::-- RIGHT END t)F ;TRUSiS-- MIN ' MIN liXlAL NAILER AXIAL NAILER WOOD HELD LOAD 'AXIAL LENGTH WOOD HELD LOAD ",AXIAL LENGTH BACK (IN) (KIPS:) TRANS .(FT) BACK (IN) -{KIPS) TRANS (FT) TC B.-Q 4..40 PLATE O.^QQ :0,0 4.40 SEAT 0.. 0,0 DESIGN MAX D.EV L;ENGTH WOOD WOOD SCREW GAGE HOLE SCREW SCREW S^REW 'BCR.EW COLLECTOR. THICKNESS TYPE AND LENGTH DIAM D'.IAM LEN -gPACfi "SPACE JOlgT :(FT) TC 2 1/2" DF2 414X2" ,:2B125 ,242 2.00 12.00 12.0 B..DG •**'S:EAT DESIGN** AXIAL-THRU SEAT: R= 4,4 K SEC ,. 'iiENGTH LEFT 25 SEAT 0> 4 0/0 RIGHT 27 SEAT 0-40/0 111 AT2 2.'-- 4 1/8 WELD= 4:.;0 IN rBRESSl RANCH L'OT#40 W84-Q5-0816-01 LIST 3 J21 COL JOIST DESIGN; NOT DESIGNED MON, 11-SEP-200S 13:54:58 vl.Ol PAGE 005 J.21 -- DANGER TAG REQUIRED *:* CHORD DESIGN*'* CHORD FY ±= 50000, PSI SPAN/TCRY- 223.2 TC BC TC MEM 1 2 3 4 5' 6 1 8 '9 10 •SEC CHORD 'DESCRIPTION 22 L 2,00X2.00X0,137 14 L 1,50X1,50X0.115 REQ MPAXIAL F - 10314 .F - 8950 - 15114 - 15114 - 16868 - 16868 - 14548 - 14547 - 7897- - 8714 tCL 44 67 ;60 #0 60 €0 60 £0 •8.8 70 /R .8 .1;.s ,:5 ,5 .5 .5 .5 .2 .6 :D 0 0 Q:o 0 0 0•o -G PP RATIO .7604 .7154 .4760 .4947 .5312 .5312 .4844 ,4582 ,5897 .6180 0 0 0 0 0 0 0 0o 0 MP RATIO .5416 .5616 .6984 .6984 .7795 .7795 .6723 .6723 .53,63 .5534 LENGTH 23- 4 7/8 17- 0 0/0 GOV LC .3 4 14 14 15 15 16 16 ,10 11 BC :MEM 1 2 .3 ••4 CHRD GAP 1" 1" REQ MP AXIAL RYY 1,2223 1.0294 LYY 3- 0 0/0 0- 0 0/0 PP 'RATIO + 12492 161,7 0..7592 0.6275 + 1591? 161,7 0.;8473 0-799.5 + 15659 161.7 0.8473 0,7866 •f 11610 1€1.7 0,7307 0.5832 16 **WEB. .DESIGN** WEB ,PY = 500.00. PSI END •REACTION ~ 4137,9 'LBS VERT SHEAR « 1034,5 LBS WEB 2 2DL •'3 .4 V2 5 <& V3 •J6R 5R V4 4R 3R 2DR :.2R ATR SEC OTY 114 ^8 17 3 :3 8 3 .3 3 8 ,3 3 17 :3 114 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 . K. 1 . 0 0 1 . 00 1 ,2'5 1 . 0.0 1 , 0 0 1,0:0 1.00 1 /GO 1 .-00l.oo 1 .00 1 .06 1 "'2:5 l.:00 .1 . 001,0:0 .KL/R 19.0 :.85 10.6 127 73 101 • 127 73 127 101n127 16:6 88 165 163 .4 .3 .0 ,7 ,5 .7 .7 .9 .7 .;7 .9 .7 .. 0 .0 .6 .-3 RED AXIAL + 11002. - .2839. - 4780. -h 3214.. - 1516. - 2306. - 1678, - 1617 . - 1614 . - 2599 . - 1571. + 3602 . - 4946. - 2231. + 9509. - 4411. t30V REQ FILLET RATIO 0 0 0 0 0 .0 0 0 0 .0 •6 0 0 0 0 Q .6777 .. 602-0 . 9107 ,5199 .3641 ,6.093 .8893 . 3 8 84 .8553' ,6865 .3773 . 5625 .942.3" ,6231 . 5857 . 7957 LC 3 .3 4 14 5 •6 4 7 ,8 .6 "9 16 10 11 11 ,AXC WELD SIZE "2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 4 .4X0 .304 .0X0.111 .3X0.13.8 . 0X0 . 10 9 .0X0.109 . 0X0 .111 . 0X0 .IDS . 0X0 . 10.9 .0X0.109 . 0X0 . Ill . 0X0 .109 .2X0.109 .4X0 . 13.8 .0X0.1:09 .1X0.304 .0X0.272 AVBL WELD CLIP 7.4 4.:2 3 . 7 •4 -'5 •H .3 4. '9 4.5 •:4,9 2 .'9 ,4-u- 5 '3 . -6 -3 .4 .6 . 4 * ABRIDGING REQUI.REMEKITS * * TC. STRESS ALLOW L;YY« 9.7 FT 1 ROW HORIZONTAL SURFACE AREA=61.7 SQ-FT P3000 SEw'JS «*« •g-l OJC:§iC3U- " feese*> Q co**" l EEra to \ -5/a" 1!T—|t tf\—T .784" I P3001 P3000HS %6" (l4)Da. Holes 1'/d" (<ty on Center , 0u , -' Wt/100 Ft: 1S5Lbs (246 kg/100 m) P3000T Slots are ' . 2"(5!)oiCer.lcr ID - »u 41 ,22 -10 —T 19.) T ~ - 4 'J-J-JlSJ15.0 Atri 70-- P3000 KO Wf/100 Ft: 170 Lbs (253 kg/100 rn) Slots are 11/d"(29) 2" (51) on Center Wt/100 Ft 165 Lbs (246 kg/100m)Wt/100 Ft 340 Lbs (506 kg/100 m) Wt/100 Ft: 170 Lbs (253 kg'100 m) Allowable Moment 3,840 In-Lbs (430 N-m) 12 Gauge Nominal Thickness ,105" (2,7mm) Wl/100 Ft 340 Lbs {506 kg/100 m} Allowable Moment 10,810 in-Lbs (1,220 N»m) 12 Gauge Nominal Thickness ,105" (2:7mm) P3000 SL "~ Slots are 3'(76).x%'(10.3} 4" (102) on Center Wt/100 Ft: 165 Lbs (246 kgrtOOr 18 CHANNEL NUTSJRi KTiw FOR DETAILS) P1 006-0832 PI 003-1024 PiOOS-1420 P1007 P1008 P1009 P1010 P10D8T P1006T1420 P1010T Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20' P1024 P1012S P1023S P1012 P1023 P1024S P3006-OB32 P3006-1024 P3006-1420 P3007 P3008 P3009 P3010 P3016-0632 P3016-0832 P3D16-1024 P3016-1420 BEAM LOADING P36D1 • BEAM LOADING" ;span • In 24 36 48' 60 72 84 96 108 120 144 168 192 .216 240 Max Allowable' Uniform Load Lbs 1,280 850 B40 510 430 370 320 280 26.0 21.0 180 •160 140 130 Defl.at Uniform Load in 0.07 0.15 0.26 0.41 0.69 0.81 1.05 •1.30 1.66 2,32 3.16 •4.18 5,21 6.64 Uniform Loading at Deflection ' , Span/180 " Lbs' 1,280 :850 640 420 290 210 160 130 100 70 50 40 NR NR Span/2'4D Lbs • 1,280 850 490 310 .220 160 120 100 80 50 40 30 'NR NR Span/360 ' Lbs 1,280 :'S80 •330 210 . 150 .110 80 60 50 ••'•40 3D ; NR : :NR ' WR : Span In ;24 36 48 BO 72 84 96 108 •120 144 168 192; .216 240 to Allowable Uniform Locd Lbs 2,960k 2,400 1,800 1,440 1,200 1,030 900 800 720 600 510 450 400 36D Def I, ai Uniform Load In 0,03 •0.08 0.15 0,23 0.33. 0,46 0,5S 0.75 0,93 .1.34 1.81 2.38 3,01 3,72 Uniform Leading a! D&neciiori'-" Snafl/180 Lbs 2,95.0* " 2,400 1,800 •1,440 1,200 1,039 810 :640 520 350 ,260 20Q 165 130 Span/248 , • Lbs ' .'- 2,860' £400 '1,800 1,440 •1,080 7SO 610 480 390 270 :200 150 120 •io'o Span/360; ' 'tb5' ; 2,980* 2,400 • 1,610 1,030 720 .530 •<400 :320 260 '180 . 130 100 SO NR /it. P3000 • COLUMN LoAfflNG ' Unbraced1 hteigbt • In 24 36 48 .6.0 72 84 96 108 120 Maximum Allowable Load • . at Slot Face Lbs •3,180 .2,920 2,590 2,300 •2,040 1,830 . 1,650 1,450 . • 1,250 , *'- ' Maximum Column Load Applied at C,G;> ' K = 0.55 " Lbs :9,690 :-a,160 6,820 :5,740 .4,850 •4,100 .$530. 3,080 2,710 K<=0.80 Lbs ' 8,980 7,210 <5,810 "4,730 '3,860 :3,240 2,770 2,270 1,840 ' RolO, . Lfas' ' ' .8,050 '6,130 4,730 3,690 2,930 2,400 1,840 *' H K=;1.2 •Lbs 7,210 •5,240 •3.,'860. '2,990 .. 2,27.0:... »*• "**. ••"' P3000/P3001 • ELEMENTS OF SECTION Parameter , , Are a of Section Axis 1-1 •" Axis 2-2 MoraentoJ Inertia (1) Section Modulus (S) Radius of Gyration:.(r) Moment of lnsfja(l} Section Modulus (Sj Radius of Gyration jr} P3000 , 0.500 D':120 0.153 0.489 0.203' 0.250 ,, • 0.-638 .In5 W in3 In w1 in3 In '-. P3001 1,000 0.591 0.430 0,768 0.407 0.501 0.636 In2 if In3 . In y in! in P30C1 - COLUMN LOADII.-G 1 Unbraced ' Height ' In 24 ie 48 , 60 72 84 96 '108 '120 •144 Maximum Allowable Load at Slot Face Lbs 5//40 5,62.0 5,520 5,330 5,030 4,630. 4,190 3,720 3,300 2.B20 Maximum Column Load Applied at t,Q;'t }'> Lbs Lbs ', '"Ibs '?"''. li's.'-, 21,7»0 20,550 19,400 18,510 16,850 14150 13,090 •9,430 ^,596 21,200 18,720 18,570 16,570 W,U60 11,930 ;S,720 .7,730 B,260 4,350 20,430 18,830 16,570 13,670 10,810 .8.-180 16460 4,950 4,010 19,720 17,680 14,,260 10,810 7,730 4,350 1 '.ft 'Notes; * Load 'limited by spot weld shaar, '*•*!{>-200 NR = Not R^oonnmended, •1. Above toads include the weight 6! the member. This weight-myst he Deducted to arrive at the net allowable toad the b;aam will support. 2. Long-span beams should be supported in such a'.rfiahneras to prevent rotation and twist.. 3, Allowable uniformly distributed loads are'listed for \/anous;simple , spans, that is, a beam On two supports. Ifload is concentrated at the center oi the span, njuUlply losd from the:tabls by 0,S andcpr- :responding deflection by 0.8, 4. See page 56 lor lateral bracing reduction charts. 5, For Pierced Channel, Beam Load Values in the tables are,multiplied by the following factor: "T" Series... 85% "Kb" S8ries..;:S5% "SL" Series....55% "HS" Series...:90% 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# ailing Address City State Zip Code Plan File* Project Contact Telephone # } 404-14*%* The following questions represent the'facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS D will use, process, or store any o jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids HAZARDOU Df the followiing hazardous ma 5. Organic Peroxides 6. Oxidizers 7. Pyrophorics 8. Unstable Reactives IVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business iterials. If any of the items are circled, applicant must contact the Fire Protection Agency with 9. Water Reactives 10. Cryogenics 11. Highly Toxic or Toxic Materials 12. Radioactives 13. Corrosives 14 Other Health Hazards (T5J None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any 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: 4" / YES NO D^ Is your business listed on the reverse side of this form? (check all that apply).1. 2. 3. 4. 5. 6. D D D D D D S^Will your business dispose of Hazardous Substances or Medical Waste in any amount? H^WNI 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? H-K Will your business use an existing or install an underground storage tank? H'vVill your business store or handle Regulated Substances (CalARP)? H'vvlll your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt Date Initials D CalARP Required Date Initials D 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 permit. 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 working 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. 1. YES D NOi Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.ora/info/facts/permits.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). 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,090 feet of the outer boundary of a school (K through 12)?(Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the /appropriate school district). 3. D (H Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. d B^Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly describe proposed project: j>.f. offrt£ fj. fa* declare under penalty of perjury that to the best of my knowledge and rue and correct. Name of owner or Authorized Agent / /( \ Signature of Owner orAtrtnorized Agent Date FOR OFFICIAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 .(04/OD County of San Dieso - DEH - Hazardous Materials Division «* "X.•3 ^NV Q O 1 M LL a j § s J 5 8^iiii ^ 1 *f*4^r-~y^ ^S MJ ^^s^ [ , Jr^J)-|S W & ,^^ 0 p-^ 'I 4 y\ <z>O VKJ ^ 0 V^ - *\ :Sl§l^a ^L ^p O Q> i/) M\ d 09-07-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR10094 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: 2772 GATEWAY RD CBAD PCR 2133000500 Lot#: $0.00 Construction Type: CB100284 MEDICAL AQUISITIONS-ELECTRIC REVISION-SINGLE LINE DIAGRAM 0 NEW Applicant: ROWAN PAUL 2782 LOKER AVE W CARLSBAD 92010 619-719-8525 Status: ISSUED Applied: 08/31/2010 Entered By: KG Plan Approved: 09/07/2010 Issued: 09/07/2010 Inspect Area: Owner: CP BUSINESS ENTERPRISES INC 1211 W VISTA WAY VISTA CA 92083 Plan Check Revision Fee Additional Fees $108.00 $0.00 Total Fees:$108.00 Total Payments To Date:$108.00 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and 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. —. 7!T""" '. "^= EsGii Corporation In (Partnership with government for (Buiftfing Safety DATE: 9/3/1O JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-0284 PCR10-094 SET: I PROJECT ADDRESS: 2772 Gateway Rd Building E PROJECT NAME: Medical Acquisition Company - Revision to Electrical XI 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. 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 completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporationn GA n EJ n PC 9/1/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 10-0284 PCR1O-O94 9/3/10 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 10-0284 PCR10-JURISDICTION: City of Carlsbad 094 PREPARED BY: Doug Moody DATE: 9/3/10 BUILDING ADDRESS: 2772 Gateway Rd Building E BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Bldg. Permit Fee by Ordinance plan Check Fee by Ordinance Type of Review: Repetitive FeeRepeats D Complete Review D Other r—1 Hourly EsGil Fee $107.50 $86.00 Structural Only Hr. $86.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc + V»a 'sfs: I u & I I J u11 g 0:cc < ui cggu •*• nW ci Oc7a 5ui uS Q