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Home My WebLink About2101 FARADAY AVE; ; CB080657; Permitf City of Carlsbad · 06;.23-2008 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit· Permit No: CB080657 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2101 FARADAY AV CBAD Tl Sub Type: INDUST Lot#: 0 Status: Valuation: 2120700100 $1,890,000.00 Construction Type: NEW Applied: ISSUED 04/11/2008 KG 06/23/2008 06/23/2008 Occupancy Group: Reference #: Entered By: Project Title: COVIDIEN-54,000 SF Tl OF A Plan Approved: 64,946 SF BLDG, INCLUDING R/D, SOME LAB & MANUF TO Issued: Applicant: DOTY RICHARD 2101 FARADAY AVE CARLSBAD CA 92008 925-260-9086 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee STD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $5,047.35 $0.00 $3,280.78 $0.00 $0.00 $396.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: BLACKMORE FARADAY PARTNERS PO BOX424 RANCHO SANTA FE CA 92067 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOT AL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $10,785.05 $0.00 $0.00 $0.00 $4,200.00 $0.00 $188.00 $160.00 $37.50 $0.00 $11,820.27 $0.00 $0.00 ?? $35,915.85 Total Fees: $35,915.85 Total Payments To Date: $35,915.85 Bal~nce Due: $0.00 FINAL ~~PROVAL Date: ~ J_ 7 · 0 g,' BU2_LDING PLANS -er 1NSTORAGE 'sca.;.AeO _ATTACHED 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. 1635 Faraday Ave., Carlsbad, CA 92008 __ 760-602-2717 / 2718 / 2719 / 2721 Fax: 760-602-8558 Building Permit Application JOB ADDRESS 2101 Faraday Avenue SUITEII/SPACE/1/UNITI/ 00 CT/PROJECT II LOT// PHASE// I/BATHROOMS OCC.GROUP Covidien VN B DESCRIPTION OF WORK: S'f,~ Tenant improvement of existing 64,946 s.f. building comprisinginterior partition and finish modifications, new restrooms: and mechanical, electrical and plumbing reconfigurations.The revised space shall be utilized by the tenant as research, development, testing, customer service and training for medical devices manufactured elsewhere. SC) ()v'E led, h 0 _(+)1u EXISTING USE PROPOSED USE Office/R&D Lab GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS Office/R&D Lab YESO# NO[a YES[a NOD YESIZ) NOD CONTACT NAME Kyle Sobczak, Pacific Cornerstone Architects ADDRESS 4105 Sorrento Valley Blvd. CITY San Diego STATE CA ZIP 92121 858-677-9880 FAX 858-677 -9886 kyle@paccornerstone.com PROPERTY owNER NAME The Blackmore Company ADDRESS • 1811 Aston Avenue, suite 102 CITY Carlsbad STATE CA ZIP 92008 PHONE 760-804-9600 FAX 760-804-9607 EMAIL colleen@theblackmorecompany.com ARCH/OESIGNER NAME & ADDRESS See Contact Info Above STATE LIC. # C-24846 APPLICANT NAME Richard Doty, Covidien ADDRESS 2101 Faraday Avenue ciTY Carlsbad STATE CA PHONE 925-260-9086 . EMAIL richard.doty@covidien.com FAX CONTRACTOR BUS. NAME Good and Roberts ADDREss 1330 Park Center Drive ZIP 92008 CITY Vista STATE CA ZIP 92081 PHONE 760-598-7614 FAX 760-598-7659 EMAIL .iradwanski@goodandroberts.com STATELIC.# 377551 CLASS CITY BUS. LIC.# 1195553 '070' ... ______________________ _. Workers' CompensaUon Declaratlon: / hereby affirm under penally of perjury one of the following declaru11011~: 0 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. IZJ I 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._ State Compensation Insurance Fund Policy No. 0000345-2007 Expiration Date 10-1-2008 This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the p ormance of e 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 wor rs' ompe ali n coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damag s as rovi d for Sectlon 3706 of the Labor code, interest and attorney's fees. ,HJ5 CONTRACTOR SIGNATURE DATE @Wfi'J@@o@(!)O(M!)@@ . . I hereby affirm that I am exempt from Contractor'. icense Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D D 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 lo 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). I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have I 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/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address/ phone/ contractors' license number): 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/ type of work): ,HJ5 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes 0No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or ai!Jl!!ality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? OYes LJNo [Jves 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. 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 Lender's Address I certifythatl have read the application and state that the above infonnation is correct and that the lnfonnation on the plans is accurate. I agree to comply with ail City onlinances and State Jaws relating to building construction. 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 pennit is required for excavations over 5'0' deep and demolition or consbuction of sbuctures over 3 stories in height EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall ex_m,re 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 ~ bu' (:f or work authorized bys h pe · is sus ended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ,HJ5 APPLICANT'S SIGNATURE c.. DATE ....-, ~ --ct y- I CilY of Carlsbad -Final Building Inspection D:~e..-;Jp~t:~B\u\J"il,, 1 ding Engineering Planning CMWD St um=O Plan Check#: ~ 08/20/2008 Permit#: CB080657 Permit Type: Tl Project Name: COVIDIEN-54,000 SF Tl OF A Sub Type: IN DUST 64,946 SF BLDG, INCLUDING R/D, SOME LAB & MANUF Address: 2101 FARADAY AV Contact Person: LANCE Sewer Dist: CA Phone: 7604583413 Water Dist: CA Lot: 0 ·················································································································~········································ ~;pected44..._ Date ~u./4r /Disapproved: __ Inspected: Approved: l Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ............................................................................................................................................................ Comments: ______________________________ _ Inspection List ~ Permit#: CB080657 Type: Tl INDUST COVIDIEN-54,000 SF Tl OF A 64,946 SF BLDG, INCLUDING RID, SOME Date Inspection Item Inspector Act Comments 08/27/2008 89 Final Combo PD AP 08/27/2008 89 Final Combo RI 08/20/2008 89 Final Combo RI 08/20/2008 89 Final Combo PD co 08/12/2008 84 Rough Combo PD PA CEILING 08/05/2008 84 Rough Combo PD PA CEILING 08/04/2008 14 Frame/Steel/Bolting/Weldin TP AP T-CLNG RM 417 08/04/2008 24 Rough/Topout TP WC 08/04/2008 34 Rough Electric TP AP CLNG LITES 08/04/2008 44 Rough/Ducts/Dampers TP AP DUCTS 07/31/2008 84 Rough Combo PD PA CEILING 07/30/2008 14 Frame/Steel/Bolting/Weldin TP AP T-CLNG@ RM 317 07/30/2008 34 Rough Electric TP AP CLNG LITES 07/30/2008 44 Rough/Ducts/Dampers TP AP DUCTS 07/28/2008 84 Rough Combo PD PA CEILING 07/25/2008 84 Rough Combo PD PA CEILING @ RM 422 07/18/2008 14 Frame/Steel/Bolting/Weldin PY PA KIOSK 07/07/2008 12 Steel/Bond Beam PD PA 07/02/2008 11 Ftg/Foundation/Piers PD AP 5 POLE FTGS 06/30/2008 17 Interior Lath/Drywall PD AP 06/24/2008 11 Ftg/Foundation/Piers PD WC 06/24/2008 14 Frame/Steel/Bolting/Weldin PD AP 06/24/2008 17 Interior Lath/Drywall PD . PA 06/24/2008 21 Underground/Under Floor PD AP 06/24/2008 34 Rough Electric PD PA Thursday, August 28, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 08/27/2008 Permit# CB080657 Inspector Assignment: PD Title: COVIDIEN-54,000 SF Tl OF A Description: 64,946 SF BLDG, INCLUDING RID, SOME LAB & MANUF TO OFFICE,LAB TO CONF ROOM,MANUF TO .,.L.11nn1 .. ,,....,ru~I""" BIIA .. I -r" I AO --- Type:TI Job Address: Suite: Location: Sub Type: INDUST 2101 FARADAY AV Lot: 0 Phone: 7604583413 Inspect~ APPLICANT DOTY RICHARD Owner: BLACKMORE FARADAY PARTNERS Remarks: Total Time: CD Description Act Comments 19 Final Structural ~ 29 Final Plumbing 3~ Final !=lectrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Requested By: LANCE JORDAN Entered By: CHRISTINE PCR99092 ISSUED LUCENT TECHNOLOGIES; ELECTRICAL REVISIONS lns12ection History Date Description Act lnsp Comments 08/20/2008 89 Final Combo co PD 08/12/2008 84 Rough Combo PA PD CEILING 08/05/2008 84 Rough Combo PA PD 08/04/2008 14 Frame/Steel/Bolting/Welding AP TP T-CLNGRM 417 08/04/2008 24 Rough/Topout WC TP 08/04/2008 34 Rough Electric AP TP CLNG LITES 08/04/2008 44 Rough/Ducts/Dampers AP TP DUCTS 07/31/2008 84 Rough Combo PA PD CEILING 07/30/2008 14 Frame/Steel/Bolting/Welding AP TP T-CLNG@ RM 317 07/30/2008 34 Rough Electric AP TP CLNG LITES 07/30/2008 44 Rough/Ducts/Dampers AP, TP DUCTS 07/28/2008 84 Rough Combo PA PD CEILING 07/25/2008 84 Rough Combo PA PD CEILING @ RM 422 EsGil Corporation In (Partnersfi.ip witfi. <;overnment for <Bui[aing Safety DATE: June 20, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0657 PROJECT ADDRESS: 2101 Faraday Ave. PROJECT NAME: Covidien Office -R&D Lab. TI SET: III d_APPI !CANT D JURIS.=:::> D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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: Applicant hand carried the approved plans to the City. By: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: LOG EsGil Corporation In (J!artnersfiip witfi (jovemment for (]Jui{aing Safety DATE: June 17, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0657 SET: III ANT s EVIEWER D FILE PROJECT ADDRESS: 2101 Faraday Ave. PROJECT NAME: Covidien Office -R&D Lab. TI D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: Kyle Sobczack, Pacific Cornerstone Architects 4105 Sorrento Valley Blvd., San Diego, CA 92121 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: Kyle Sobczack Telephone#: (858) 677-9880 Date contacted:6/11 (of(_~) Fax #: (858) 677-9886 MailVTelephone Faxvin Person REMARKS: By: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: 06/10/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I I , Carlsbad 08-0657 Jane 1~1, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2101 Faraday Ave. PLAN CHECK NO.: 08-0657 SET: III DATE PLAN RECEIVED BY ESGIL CORPORATION: 06/10/08 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: June 17, 2008 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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. The approval of the plans does not permit the violation of any state, county or city law. A. 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. B. 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. C. 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? DYes DNo , Carlsbad 08-0657 June 1,7, 2008 -1. Please make all corrections, as requested in the correction list. Submit three new complete 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. California Business and Professions Code. This correction will be rechecked at Final Submittal. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. • SANITARY FACILITIES • Clearly show on plans full compliance for all existing Sanitary Facilities. Full compliance will be rechecked. • CLEARLY SHOW ON PLANS ALL APPLICABLE DIMENSION FOR THE EXISTING SANITARY FACILITIES: 205,206, 107,108,304,305,322 AND 323. l • , Carlsbad 08-0657 June· 1\7, 2008 • MULTIPLE ACCOMMODATION SANITARY FACILITIES FLUSH PCOVATOR ON WIDE SIDE-- 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN.AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. 36" MIN. z GRABBAR ~ 60"MIN. 42" MIN. GRABBAR --, l // I 1 34" I MIN. CLEAR I / /1s· MIN. 60" MIN. DIAMETER \ CLEAR / \ '-/ ___ ,,,,.. .------30" X 48" lcLEAR SPACE I I L __ _ 44"MIN. CLEAR r--- 1 I I 60" x 60" I LEVEL AND CLEAR I I 0 <0 , cartsbad 08-0657 J,une l 7, 2008 2. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11158.3.1.4: a) ~28" clear space from a fixture (or 232" clear space from a wall) at one side. b) The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) 248" if the compartment has a end opening door. ii) ~60" is required for side opening doors. e) Grab bars shall not project more than 3" into the clear spaces indicated. 3. Show or note, per Section 11158.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) 232" clear opening width when located at the end of the compartment. b) 234" clear opening width when located at the side of the compartment. 4. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 11158.3.1.4.5. Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. '• ... DATE: May 29, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0657 EsGil Corporation In <Partnersnip witn <Jovernment for (Bui{aing Safety SET: II PROJECT ADDRESS: 2101 Faraday Ave. PROJECT NAME: Covidien Office -R&D Lab. TI D APPLICANT cr=r JORID D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IX] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IX] The applicant's copy of the check list has been sent to: Kyle Sobczack, Pacific Cornerstone Architects 4105 Sorrento Valley Blvd., San Diego, CA 92121 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IX] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyle Sobczack Telephone#: (858) 677-9880 Date contacte£ f 1 /a f[by//tg) Fax #: (858) 677-9886 Mail ~elephone Fax v' In Person D REMARKS: By: Sergio Azuela . Enclosures: Esgil Corporation D GA !SJ MB D EJ D PC 05/22/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' ' •,_ Catlsbad 08-0657 May 29, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2101 Faraday Ave. PLAN CHECK NO.: 08-0657 SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 05/22/08 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: May 29, 2008 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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. The approval of the plans does not permit the violation of any state, county or city law. A. 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. B. 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. C. 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? DYes DNo ' . , Ca:rlsbad 08-0657 May 29, 2008 1. Please make all corrections, as requested in the correction list. Submit three new complete 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. California Business and Professions Code. This correction will be rechecked at Final Submittal. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. • Justification to exceed allowable area in Table 503: o The justification calculations shall be done using the most restrictive case; the calculations shown on sheet T1 .0 are using 29,000 SF as the basic allowable area. Please clarify to which occupancy this allowable area is corresponding to. Additional corrections may follow. o Please clearly show the % of FRONTAGE increase. Please note that the maximum allowed is 75%. o Please show compliance for exceeding the allowable floor area at the first floor and also for the entire building. o Under the justification calculations provided there was a statement indicating that the "UNLIMITED ALLOWABLE AREA", per Section 507.4, is adequate. If this is to be the intend of the applicant; please provide evidence of approval from the Building Department to overpass the property line with the 60' yard separation on the South Side. 6. Clearly designate any side yards used to justify increases in allowable aiea based on Section 506.2, Please provide evidence of approval from the Building Department to overpass the property line with the 60' yard separation on the South Side. > l I I , Ca:rlsbad 08-0657 May 29, 2008 9. A 1-hour fire barrier separation is required between the A-3 occupancy and the B occupancy. Table 508.3.3 (see exceptions). Please show the aggregate floor area of all accessory occupancies, to be less than 10% of the floor area of the story in which they are located, or provide the required fire barriers. Additional corrections may follow. Please include a complete breakdown of the calculations, showing all the rooms included and their floor areas. Additional corrections may follow. 14. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. Exits signs are still missing at: Teleconference Room 309, Training Room 317, etc. Original correction is still applicable. 18. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 2002 NEC + PLAN REVIEWER: Morteza Beheshti Show exit signs on the lighting plan(s) at all required exits and specify them as being self- luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1003.2.8.5 and NEC 700.16. ARCHITECTURAL REVIEW INDICATES "Exits signs are still missing at: Teleconference Room 309, Training Room 317, etc. Original correction is still applicable". PLEASE VERIFY AND COORDINATE WITH THE ARCHITECT. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. > > ) ' ,, , Ca,\-lsbad 08-0657 May 29, 2008 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. • SANITARY FACILITIES • Clearly show on plans full compliance for all existing Sanitary Facilities. Full compliance will be rechecked. END OF DOCUMENT EsGil Corporation In Cl'artnersnip witn government for (}JuiMing Safety DA TE: April 23, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0657 PROJECT ADDRESS: 2101 Faraday Ave. PROJECT NAME: Covidien Office -R&D Lab. TI SET:I &fPI~ jlJRIS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ · The applicant's copy of the check list has been sent to: Kyle Sobczack, Pacific Cornerstone Architects 4105 Sorrento Valley Blvd., San Diego, CA 92121 D 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 contacte~i Kyle Sobczack Telephone#: (858) 677-9880 Date contacted-!//~t.//of(by4/cl Fax #: (858) 677-9886 Mail 0elephone D REMARKS: Fax vin Person By: Sergio Azuela Esgil Corporation ~ GA ~ MB D EJ D PC Enclosures: 04/15/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 1 C~rlsbad 08-0657 April 23, 2008 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 08-0657 OCCUPANCY: B, F-1 & S-1 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: April 23, 2008 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office/R&D Lab. ACTUAL AREA: 64,946 SF STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECENED BY ESGIL CORPORATION: 04/15/08 PLAN REVIEWER: Sergio Azuela 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 (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose 'the marked up list when you submit the revised plans. Carlsbad 08-0657 April 23, 2008 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete 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. • PLANS 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. California Business and Professions Code. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Classification(s) + For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. + Type of Construction + Occupant Load + Justification to exceed allowable area in Table 503 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.7(1) and 307.7(2). • SITE PLAN 5. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 6. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. Carlsbad 08-0657 April 23, 2008 • BUILDING AREA 7. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.3.3. • INTERIOR WALL AND CEILING FINISHES 8. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5." • FIRE BARRIERS 9. A 1-hour fire barrier separation is required between the A-3 occupancy and the B occupancy. Table 508.3.3 (see exceptions). Please show the aggregate floor area of all accessory occupancies, to be less than 10% of the floor area of the story in which they are located, or provide the required fire barriers. Additional corrections may follow. • EXITS 10. Please revise the sheet EX1 .0 provided with the exit analysis plan. To show the correct symbol in the Occupant Load Legend. For example Conference Room 203 and 212 are shown as Office Area, using an occupant load factor of 1: 100, instead of 1: 15. Section A 106.1.2. 11. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more persons. Section 1008.1.2. Please show it on plans for the existing exit door at TELECONFERENCE ROOM 309. Also please clarify the note provided on the Door Type Elevations that reads: "WERE OCCURS SEE PLANS /HARDWARE GROUPS". Please clarify. 12. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.9 and 1002. Please show it on plans for the existing exit door at TELECONFERENCE ROOM 309. Also please clarify the note provided on the Door Type Elevations that reads: "WERE OCCURS SEE PLANS /HARDWARE GROUPS". Please clarify. 13. Regardless of occupant load, a floor or landing not more than½ inch below the threshold is required on each side of an egress door. Section 1008.1.4. Carlsbad 08-0657 April23,2008 • EXIT SIGNS 14. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 15. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 16. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 17. Show separate sources of power may be required for exit illumination. Review Section 1006.3. • ACCESSIBILITY 18. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 19. See attached lists for: electrical, energy and plumbing corrections. 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: · a Yes a No 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 Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 08-0657 April 23, 2008 + ELECTRICAL PLAN REVIEW + 2002 NEC + PLAN REVIEWER: Morteza Beheshti 20. Show or note on the plans the method used to limit fault currents to 10,000 amps or lower on branch circuits. 21. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight of the lights which they control. CBC Title 24, Sec 131 a-b 22. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the USC. USC 1003.2.8.5 and NEC 700.16. 23. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). USC 1003.2.9.2 & NEC 700.16. 24. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and" The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment". • ENERGY CONSERVATION 25. Specify the following mandatory measures and provide the electrical design for the exterior lighting: o All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor. (mercury vapor & large incandescent do not comply) o Cut-off shielding for outdoor luminaries rated greater than 175 watts. o The method of providing automatic shut-off controls (and) o The method of providing multilevel switching. 26. Include completed exterior site lighting energy calculation forms to demonstrate compliance with the outdoor lighting illumination levels for general site illumination and for specific lighting application locations. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 08-0657 April 23, 2008 _ PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek • PLUMBING (2006 UNIFORM PLUMBING CODE) 27. Provide complete water line sizing plans and calculations for the new rest room combined with the existing water fixtures Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. Plans for new water piping were not included in the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone numbe~ of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Glen Adamek at Esgil Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. ' ' Carlsbad 08-0657 April 23, 2008 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: 2. 3. 4. 5. 6. a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. • SITE PLAN REQUIREMENTS • Clearly show on plans all accessible routes of travel, by lines of arrows, including the slope of the route c---x%---> Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site. Section 1127B.1. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5. 7 and 1127B.3. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 1114B.1.2. Carlsbad 08-0657 April 23, 2008 7. Where more than one route of travel is provided, all routes shall be accessible. Section 11148.1.2. 8. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 11338.8.5. 9. Show that stairways occurring outside a building comply with Section 11338 as . follows: a) The upper approach and all treads shall be marked with a strip of contrasting color as follows: i) 2::2" in width. ii) Placed parallel to and :51" from the nose of the step or landing. iii) The strip is required to be as slip resistant as the treads of the stairs. b) Treads shall be: i) Smooth, rounded or chamfered exposed edges. ii) Have no abrupt edges at the nosing projecting 2:1 ½" past the face of the riser above. iii) Open risers are not permitted. • ACCESSIBLE PARKING 10. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 11298.3.3. 11. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 11298.3.3. • CURB RAMPS • Clearly show on plans full compliance for all curb ramps included within the accessible routes of travel. Full compliance will be rechecked. • WALKS AND SIDEWALKS • Clearly show on plans full compliance for all walks and sidewalks included within the accessible routes of travel. Full compliance will be rechecked. • PEDESTRIAN RAMPS • Clearly show on plans full compliance for all pedestrian ramps included within the accessible routes of travel. Full compliance will be rechecked. " Carlsbad 08-0657 April 23, 2008 • SANITARY FACILITIES • Clearly show on plans full compliance for all existing Sanitary Facilities. Full compliance will be rechecked. • RESTROOM FIXTURES AND ACCESSORIES 12. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. > ii) Alternate roll-in shower 60 inches minimum in ·width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-28. iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. b) Threshold in roll-in type showers shall be ½ inch in high maximum and shall comply with Section 11248.2. c) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. , ~ Carlsbad 08-0657 April 23, 2008 d) A flexible hand-held shower unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayer unit a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. e) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48 inches above the floor. f) Indicate on the plans a folding seat, located on the wall adiacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 11 B-2A, 11 B-2B, 11 B-2C. END OF DOCUMENT > • ' Carisbad 08-0657 • l -· y April 23, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2101 Faraday Ave. BUILDING OCCUPANCY: B, F-1 & S-1 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier PLAN CHECK NO.: 08-0657 DATE: April 23, 2008 Covidien Office -R&D Lab. TI TYPE OF CONSTRUCTION: V-B Reg. VALUE ($) Mod. Office Tl 54000 y !? c;_ /)() I J?q n Dc-9o -~~ -vv ' Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance j ..-j Plan Check Fee by Ordinance I ,.. I Type of Review: D Complete Review D Structural Only D Repetitive Fee L Repeats Comments: D Other 0 Hourly ,__ ___ __.I Hour* Esgil Plan Review Fee ~-,4!1.0 I /7otJoo $5,773.111 $3,752.521 $3,232.94/ Sheet 1 of 1 macvalue.doc ' City of Carlsbad 1@b11¥rZ·iitt•#iH·••li44i•h~i BUILDING PLANCHECK CHECKLIST DATE· lf /cl-t!fo8 PLANCHECKNO.: cs(260GS:Z BUIL~ING ½DRE:SS: __.rl-~I D:;...:..I__._Fo~~::..=--=-~----'IN-<==4-=-=------- PROJECT DESCRIPTION: ~ ASSESSOR'S PARCEL NUMBER: d,l!J.--b7o -t:>1 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report ean result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see th ttached report of deficiencies· marked with . Make necessary corrections to plans or speci atio s for compliance with applicable codes and stan rds. Submit corrected plans and/or specifications to this office for review. Date: ~At3 Date: 6/q,ffe? Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: D Dedication Application D Dedication Checklist D Improvement Application D lmprqvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist Date: Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFO INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: \ F:1Bu1L01Ni:jf@l1fflE~a:mjjlE!fY0A venue • Carlsbad, CA 920013-7314 • (760) 602-2720 • FAX (760) 602~'8'&ee @ ' ' I • BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2ND 3RD D D D . 1. Provide a fully dimensioned site plan drawn to scale. Show: D D D A North Arrow F. Right-of-Way Width & Adjacent Streets 8. Existing & Proposed Structures G. Driv~way widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 8. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) t t serves the project. Each unit requires a separate service, however, second tlwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. }V.-* 3. Include on title sheet: . --~ Q A Site address J,;:l .J 8. Assessor's Parcel Number see, -~ ~Ari C. Legal Description . . . . '~ ~~ -. ~or commercial/industrial buildings and tenant improvement projects, include: K\ 4f'...total building square footage with the square footage for each different use, ~-existing sewer permits showing square footage of different uses (manufacturing, (j2>Y'v--warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:IBUILDING PLANCHECK CKLST FORM.doc 2 Rev. 7/14/00 "' BUILDING PLANCHECK CHECKLIST 1 sr 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ D D D 4b. All conditions are in compliance: Date: _________ _ D D D D D D F:IBUILOING PLANCHECK CKLST FORM.doc DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: -----------,-------- Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare ,the appropriate legal description together with an 8 ½" x 11'" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication ·completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 Rev. 7/14/00 D D D D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b .. C~nstruction of the publiq improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood· improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. EncJosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: __________ Date: D . 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:IBUILDING PLANCHECK CKLST FORM.doc 4 Rev. 7/14/00 D D D D D BUILDING PLANCHECK CHECKLIST 3RD D 7d .No Grading Permit required. D 7e. If grading is not required, write "No Grading" on plot plan. D MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D-D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7138, for assistance. D D D D Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements -0f the National Pollutant Discharge Er ination System (NPDES) permit. The applicant shall provide best anagement practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior· to issuance of grading or building permit, whichever occurs·first. · · ·_ ~TER APPLICABILITY CHECKLIST equires PSWP (project storm water permit): # Not required 11. FEES D Required fees are attached · D No fees required · F:\BUILDING PLANCHECK CKLST FORM.doc 5 Rev. 7114/00 ' , .J D D D F:IBUILOING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single. family dwelling units received "standard" 1" service with 5/8" service. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the ·uriit. , • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater.than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typi_cally a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case _irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 6 Rev. 7/14/00 •' D D D BUILDING PLANCHECK CHECKLIST 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. _ If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should hc;1ve been identified, and implemented on the improvement plans.' Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. -~+:::-J.-;?=!:~~.J,.L...a__~~~=+1--~0'\;\.~tz::::::c-Z-Z::=S..,._.J~o~ixlWl'ce ~ ~ J ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ~timate bas.ad on UflCOnfirmed information from applicant. ;P' Calculation based on building plancheck plan submittal. . Add~ess: rJ.{ 0 ·1 ~, . , Bldg. Permit No. ___ Q~G---"-~(Jc=-O"'--G"-"-·-$_7 __ Prepared by: err-Date: b /j 5/46 Checked by: ____ D,ate: ____ _ r t . ~ EDU CALCULATIONS: List !YP~S and square.{ootl;!.ges for all uses. s:e-e..-~ aes ~ rJW ~; Types of Use:_______ Sq. Ft/Units: _____ _ EDU's: Types of Use:----"-,----.____ Sq. Ft/Units: _____ _ EDU's: _____ _ ADT CALCULATIONS~~~~ ~otages for all uses. t?r%fo¥ti:f O'() Sq. Ft./Units: _____ _ ADT's: -~) '-t~O __ Types of Use:_______ Sq. Ft/Units: _____ _ ADT's: _____ _ WITHIN CFO: YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ONO ~~PARK-IN-LIEU FEE . PARKAREA&#: __ _ r FEE/UNIT:____ X NO. UNITS:__ _;$ 7 RAFFIC IMPACT FEE ,/" ADT's/UNITS: /¥0 X FEE/ADT: 30 =$ 4,;;. 6t) / niA.VsRIDGE AND THOROUGHFARE FEE (DIST. #1 __ DIST. #2 __ · DIST. #3 __ ) r ... ADT's/UNITS:,____ X F_!::E/ADT:___ =$ ¢ ~FACILITIES MANAGEMENT FEE ZONE: __ _ UNIT/SQ.FT.:____ X FEE/SQ.FT./UNIT:.___ =$ ,# SEWER FEE . ~ EDU's: '3 .. 0 ( X FEE/EDU: /DSB =$ 3 J Bl/~ 5 48 / BE.NEFIT AREA: f --· EDU's: '3 , 0 ( X FEE/EDU:2BG~ SEWER LATERAL ($2,500) . DRAINAGE FEES PLDA. ___ . HIGH ___ /LOW __ ACRES:---- ~8. POTABLE~ ATER FEES X FEE/AC:, __ _ UNITS CODE CONNECTION FEE METER FEE SDCWAFEE 1 of 2 F:\FEE CALCULATION WORKSHEET.doc =$-~- SDCWAFEE Rev. 7/14/00 fi? \)'S I ., ... : ,.. ... ,, .. t . -- . ( 7 0 ,, 0 -. . , .,. --~ s7. I ' ., 9 . ' s~ /Jf {1t)0(8({;c )"' J.. ,, ·,. 7 ~-rt • rl, , . . ' ·r "',r . 'J-..., 'd" • ',,1,, J, ' ' ' !· ' ,e • 7 :·,-· -~c~£ ~?K"\ _1,.·-.-~ ~~~~ ~' 1/f~r,q)-- . 5 1@0~119}- ;i !). 3,D\ \\o .. ,06/20/~0?8 FRI 10:20 FAX Fl~ST FLOOR: I.fl OCC· I-IAZA~OUS Fl OCC-MANUFACTUrclNG 51 OCC· &TOrcAGE/EGUIP. A3 OCC• ASSEMBLY A2 OCC· ASSEMBLY e QCC-LAB 6 OCC· OFFICE SECOND FLOOR: e OCC· OFFICE 1,1~5F 13,101 SF :,_3!;& SF 1.&E.>3 SF 0 SF 10,&14 SF ~ 40/#-$ 1,918 .SF -1,1W SF -&.~14 SF -~!:12 SF +~e,9 SF +l.~e>S SF ·92& SF +1,1~S SF -291 SF ~ 001/001 ' To.:' ',JoPr~"'e , it: tlol ~OA-"{ 7t,t?. ~o"Z .. \ o5-i. FIRST FLOOR: , 1-13 OCC-I-IAZARt;:>OUS 1:1s0 SF . 0 SF -l,1S0 SF . Fl OCC-MANUFACTURINC, 1.3,101 SF !:i,021 SF -8,614 SF SI OCC-STORA'1E/EQUIF. &,.3!:18 SF 4,106 5F -6&2 SF A.3 OCC-ASSEM6L Y l,!:16.3 5F 2,412 5F +S0S SF A2 OCC-ASSEM6L Y · 0 SF 1,608 SF +l,608 SF 6 OCC-LAS 10,&14 SF S,646 5F -S28 SF 6 OCC· OFFICE 1,l.3S SF 14,S04 SF +1,16:, SF SECOND FLOOR: 6 OCC-OFFICE 1,S18 5F -2S1 SF NOTE: SEE SI-IEET EXl.0 FOR SQUARE FOOT AC,E BREAKDOWN SY ROOM OR SPACE BUILDING USAGE CHANGE CALCULATION MANUFACTURINC, TO LA6ORATORY= 7,842 SF \ I-IAZARDOUS TO LA6ORATORY= 840 SF ( LABORATORY TO OFFICE= :,,0!:il SF LA6ORATORY TO MANUFACTURIN'1= 2,SSI SF ~ MANUFACTURINC, TO SI-IIFFIN'1/RECEIVIN'1= 4,88!:i 5F (> LA6ORATORY' TO CONFERENCE ROOMS/ASSEMBLY= 2,07S SF < I-IAZARDOUS TO STORA'1E= S50 SF < MANUFACTURINC, TO OFFICE= 1,IIS SF ; OFFICE TO REMAIN= 8,7.34 5F ( LA6ORATORY TO REMAIN= S64 SF ( ASSEMBLY TO REMAIN=· 1,!:i6.3JF ~,-1 '--....A..~~,'---------~.....______,,~ ~ -=J~-Ery -It} C/J; tfJ 1::/_;_; 1 ~} 01 xJ5' ~sr;,s~)( ;.,tl % 2v11c:; ·1tts-,c:>s 4 06/20/2008 FRI 10:20. FU , .,_ ' fo: J c>l(Hl'1-f·-. . . . it: t.lO-l ~R''l 71,·iJ ~ e,o~. \ o51-. Fl~T FLOOR: - 1-13 OCC• I-IAZAROOU& 1,1~t1) SF 0 5F Fl OCC-MANUFACTU~iNG . 13 :'IA\l c.F i:; n121 SF e, occ-si'oRAdseieQlJ1i=>: ~.;sa SF 4,W6 SF · A3 OCC· ASSEM$LY . l,!:163' &F 2,412 SF A2 QCC~ ASSSMBL Y (b SF 1,612>8 SF 6 QCC· LAS . l0p1:4 SF <a,646 ei:· e ace-o1=F1ce 1.13~ 14°'"'4 a . . ~~$ ·-~ Qt. j~! 5ECOND. FLOOR: '1-t / -1,1~ SF -&,614 5F . -6~2 SF ·~0~ er= +f,60& SF .g2e SF •1,1E>S SF 6 OCC-OFFICE 1,918 5F 1,621 .. 5F -2~1 SF. ~001/001 : NOTE:. See· 5J.4EET EXI.IZ> FOr;e 5QUAr;eE FOOT AG~ e~~OWN 6: r;eaOM· ope· SPAC~_)" }~~ ( BUllDl:NG USAGE CHANGE ~ALCULATl:ON . ' ( MANIJi='A.CTU~I~ TO LAeb~ATOFe'T'•. , ' 2 -.. <L-r~ r· , I-IAZ-:A~~ TO 1-~0.RATO~'r'= . . ; · '~ <P • o·· · '·-LA~~tOR't' TO OfEICE= ·, .' · -· , . . LASS~iOl(,f ·:r,~t ~..W=Ft:l~!Ner . . . • ---. .. ' . I ,M~~Gftlflttt*!i'.*5WiP-PINetR!eetYIN&_•"""":',_., ............ ------... , .. af.J '.-".· .. ·, ' T LABOr;eATO,rr·_ra Cat\Ff;!SEN~e~e • ' .,a-~-~" -M-A!A~-TO, .5.~Elr."-... ~ _ __,.,.;_:--· . - ~q" T <)« MANYl=~C.!URING)'O ~t~i:':s , . · ---. . · 1, ~$ -. '> ~Mfil!IAIN"""'"~----.. ---· ( ~~~ .......... ~--.. ,,,.... ....... ,..,.,.,,..,..,.,,,..,,,._,,,,,_,~~"'II' c~~-~ \ ... .,,, . .__.."-,~/·_.A.../',.__ . ./'-._ ..... "-..,_..."-.~'-._ .. ,"'-_.,....__ .. ,·"-~···"--.. /'····A... ___ _.,,r .. __ .,,, ... _.,/ ..... ~·''J . . ......... __ . .... .. .. . . . . . ............. --............ ·-. ... . .... .. --...... . . -. / .) . ,· '· •••• •' 0 00 • ••o • • OoOOo O o• 0 00 •O-M• .............. • ... .. .. ~-•. ,, ~ ~-: . .. ' Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit: ~ Right-of-Way Pennlt CJ My project is categorically exempt from the requirement to prepare ·a storm water pollution prevention· plan {SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Permit Fire Additional Permit Fire Alarm Permit Fixed Systems Permit Haul Route Permit Mechanical Permit Mobile Home Permit Oversize Load Permit Patio Deck Plumbing Permit Sign Permit Spa -Factory Made Sprinkler Permit - Water Discharge Permit Water Meter Permit / project Is exempt from. !he re~ulrement to prepare a storm water pollution prevention plan / ~':"PPP) because it meets the "no threat' assessment criteria on the City's Project Threat · Assessment Worksheet for Determination of Construction SWPPP Tier Level. . I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT . . I UNDERSTAND AND ACKNOWLEDGE THAT EVEN THOUGH THIS PROJECT DOES NOT REQUIRE PREPARATION OF A CONSTRUCTION SWPPP, I MUST STILL ADHERE TO, AND AT ALL TIMES DURING CONSTR~CTION ACTIVITES FOR THE PERMIT TYPE{S) CHECKED ABOVE, COMPL y WITH THE STORM WATER BEST MANAGEMENT PRACTICES PURSUANT ro TITLE 15 OF THE CARLSBAD MUNICIPAL CODE AND TO CITY STANDARDS. Owner/Owner's Authorized Agent Information and Signature Box This Box.for City Use Only Address/Locallon: Assessor Parcel Number(s): ·1-10'2... FArl..A DA'( Construction SWPPP Standards and Requirements 3/24/2008 1+~ .l!l .B .B "' "' "' Cl Cl Cl ~~ >, ~ >, .c .c * ~ i ~ "' "' (,) 0 0 Q) Q) Q) ..r: .s::; .s::; u 0 0 C C: C: "' "' .!!! a: 1[ 0.. ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB080657 Address 2101 Faraday Ave. Planner Deborah Milam Phone ...,(7c..a6=0.,_) =60=2=--....:.4-=-6.:....;19=------------ APN: 212-070-01 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: § 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: [g) Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES O NO O TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action RequireQ: YES D NOD TYPE __ APPROVAURESO.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 D NO D CA Coastal Commission Authority? YES O NO D 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!) lnclusionary Housing Fee required: YES D NO D (Effective date of lnclusionary 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 YIN, Enter Fee, UPDATE!) F:\Plan Checks\CB080657 .doc Rev 3/06 I rzl· o,o. ~DD ·IE]• D :o fZI DD ~LDD , t11: -~-:"'; {.;~ .. ·:' -,~ Site Plan: .Provide a fully dimensional site plan dri;tVvn to· scale .. $now: North arrow., property lines, -easements, existing and proposed strlJctures, slree·ts, existing-stre·et improvements, right-of-way width, oimensional setbacks; and exi?ting topographical lines (Including all sicle and rear yard slopes).-·-. Provide, legal ·description of-property arid' asse§isor's .parc$1 number. ·· Policy 44 -·Neighborhood Arc~itectural Design -GuideUnes 1. Applic~bility:YES D ~o.D 2., Project complies: YES D NOD Zoning: 1. Setoacks: Front: Interior Side: · Street Side: · Rear:: Top·of slope: Required_. __ Shown· __ Required_._ Shown_. · __ . Req8ired ___ Shown __ . _ Required_ .. __ Showr:r_. __ Required_. _._. _· -Shown. __ _,·._, . ' . ' ' 2. Acc;:essory structure s.e.tbc:J.cks: . Front: · Required ____ Shown __ · Interior Side: Req~ired . __ Shown-_. __ Street Side:. Required. __ Shown __ Rear: Required __ Shown __ .. Structure separation: Required · . Shovvn . __ _ ' . ' , ,. , - 3. Lot Coverage:. Reejt,Jired ____ Shown. __ -·-. __ . 4. Height: · Hequirecl -.. ___ .. Shown __ ._. 5. P:arkirig: Spaces.Hequired._. __ · Shown __ ---· (breakdown by uses for commercial and .industrial projects required) Residential 'Guest Spaces Required __ .--. Shown ____ : ___ _ Addition/;ll Comments: Correction #1: Please snow .square footage .of existing office, research and development, :warehouse, .and· manufacturing. Parking requirerri·ents are . t space per 250· square. feet ·-for.· ·office, 1 /360,. for · research and development, 1 /1000 for warehouse and· 1 /400 for manufacturing. Parking calcuiation Ort title -page should be .re-done to reflect required and provided .parking:.:Correction #2:. Please in.elude' .1:f side elevation of the buildihg showintr how roof~mounted :equipment wiU be screened from views within ·a .500' radius of the bulldincl, . . . ' ' . ' OK TO.ISSUE AND ENTERED APPROVAL INTO COMPUTER __ ·.---.~ ·DAJE$t1T · I . , . . _f'IJ1J1Alv ~--. ' d(! ' F:\Plari Checks\CBOS0657.doc ijev 3/96 , I ' Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 06-23-2008 Name: Address: Permit #: CB080657 DOTY RICHARD 2101 FARADAY AVE CARLSBAD CA 92008 Job Name: Job Address: COVIDIEN-54,000 SF TI OF A 2101 FARADAY AV CBAD IN~E-T.JL___J)}~item you have submitted for review is inc~t~--A~annot adequately conduct a review to-deter-m:i:1':re::co.mpliance-wit11;!,l~=ficab~s and/or standards. Please review carefully all om.me· ~ .. ae e ·-:-· ·ea'S~ the necessaiyp].a1rs-andfor-spe01-f:amt,it>ns;::w.i.t1.r.c:hafige?'c'Iouded", ice for review and approval. ' Conditions: Cond: CON0002776 [NOT MET] 1. Sheet EX 1.0 Square footage & occupant load calculations shall be shown within each area. Confirm all rooms have correct occupant load factor i.e. Room 212 should utilize OLF of 15 not 100, Room 319 utilize 50 not 100, etc. 2. Sheet EX 1.0 When more than one exit is required, show diagonal distance and seperation distance between exits. 3. Sheet EX 1.0 When 2 or more exits required or when morethan one door could be construed as an exit, an illuminated exit sign with battery back up shall be place above the required exit. 4. Sheet EX 1.0 When two exits are required, the doors shall swing in the direction of travel along the entire path of egress. (Room 309) 5. Sheet EX 1.0 Control Area Summary shall reflect most recent Hazardous Materials Report. 6. Sheet Al.3 405 (a) shall be a 20 minute rated door and assembly. 7. Sheet A7.0 Add Note: Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CFC 1008.1.8 j I 1 _,,, ' ' Fire-protection-rated safety glazing in excess of 100 square inches shall be permitted in fire door assemblies when tested in accordance with NFP A 252; In a 20 minute fire door assembly, that glazing material in the door itself have have a minimum fire protection rating of20 minutes. CBC 715.4 8. Card Readers shall not inhibit egress. All card readers shall disengage in the case of power outage or water flow. This will be demonstrated at acceptance testing. 9. Sheet A I 02 Locations of FE not shown -Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. 10. Sheet E3 .1 A, B & C Exit Signs shall be placed .in accordance with CFC 1011.1. Show on electrical sheets to coincide with placement on Sheet EXl.0 after recalculation of occupant load with correct occupant load factors. 11. Complete plans shall be submitted for 6000 gallon liquid oxygen tank in accordance with Chapter 27, 3, 30, 32, 40 of the CFC and NFPA 55. 12. Signs and placards shall be provided and placed as stated in Hazardous Materials Report. These shall include but is not limited to NFPA 704 placarding, compressed gas and No Smoking signs. Entry: 05/13/2008 By: cwong Action: CO Cond: CON0002799 [NOT MET] * * * Condution Items # 3 and 10 not met in regards to exit sign placement (EXl. 0 or RCP?). If on another sheet please notify us. Exit signs shall be shown on elecrical sheets a~ stated in condition# 10. Add directional exit sign to open office area. ***Condition# 4 needs to address Room 308 too. Check all doors meet this requirement. Entry: 05/27/2008 By: cwong Action: CO Cond: CON0002863 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 06/23/2008 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 05-27-2008 Name: Address: DOTY RICHARD 2101 FARADAY AVE CARLSBAD CA 92008 Permit#: CB080657 Job Name: Job Address: COVIDIEN 64,946 SF TI--OFFICE 2101 FARADAY AV CBAD Reviewed by: ~ -Dr: DEPT COI)lY BL '-1 • 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 ~eview and approval. Conditions: Cond: CON0002776 [NOT MET] 1. Sheet EX 1.0 Square footage & occupant load calculations shall be shown within each area. Confirm all rooms have correct occupant load factor i.e. Room 212 should utilize OLF of 15 not 100, Room 319 utilize 50 not 100, etc. 2. Sheet EX 1.0 When more than one exit is'required, show diagonal distance and seperation distance between exits. 3. Sheet EX 1.0 When 2 or more exits required or when morethan one door could be construed as an exit, an illuminated exit sign with battery back up shall be place above the required exit. 4. Sheet EX 1.0 When two exits are required, the doors shall swing in the direction of travel along the entire path of egress. (Room 309) 5. Sheet.EX 1.0 Control Area Summary shall reflect most recent Hazardous Materials Report. 6. Sheet Al.3 405 (a) shall be a 20 minute.rated door and assembly. 7. Sheet A7.0 Add Note: Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. · Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CFC 1008.1.8 Fir.e-protecti6n-rated safety glazing in excess of 100 square inches shall be permitted in fire door assemblies when tested in accordance with NFP A 252; In a 20 minute fire door assembly, that glazing materiat in the door itself have have a minimum fire protection rating of 20 minutes. CBC 715.4 8. Card Readers shall not inhibit egress. All card readers shall disengage in the case of power outage orwater flow. This will be demonstrated at acceptance testing. 9. Sheet A102 Locations of FE not shown -Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. 10. Sheet E3.1A, B & C Exit Signs shall be placed in accordance with CFC 101 I.I. Show on electrical sheets to coincide with placement on Sheet EXl .0 after recalculation of occupant load with correct occupant load factors. 11. Complete plans shall be submitted for 6000 gallon liquid oxygen tank in accordance with Chapter 27, 3, 30, 32, 40 of the CFC and NFPA 55. 12. Signs and placards shall be provided and placed as stated in Hazardous Materials Report. These shall include but is not limited to NFPA 704 placarding, compressed gas and No Smoking signs. Entry: 05/13/2008 By: cwong Action: CO Cond: CON0002799 [NOT MET] *** Condition Items# 3 and 10 not met in regards to exit sign placement (EXl .0 or RCP?). If on another sheet please notify us. Exit signs shall be shown on eletlrical sheets as stated in condition# 10. Add directional exit sign to open office area: ***Condition# 4 needs to address Room 308 too. Check all doors meet this requirement. Entry: 05/27/2008 By: cwong Action: CO . a ,~arlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 05-13-2008 Name: Address: DOTY RICHARD 2101 FARADAY AVE CARLSBAD CA 92008 Permit #: CB080657 Job Name: Job Address: COVIDIEN 64,946 SF TI--OFFICE 2101 FARADAY AV CBAD Reviewed by:()< ,,( JO.~ BLDG·. DE.PT COPY 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: CON0002776 [NOT MET] 1. Sheet EX 1.0 Square footage & occupant load calculations shall be shown within each area. Confirm all rooms have correct occupant load factor i.e. Room 212 should utilize OLF of 15 not 100, Room 319 utilize 50 not 100, etc. 2. Sheet EX 1.0 When more than one exit is required, show diagonal distance and seperation distance between exits. 3. Sheet EX 1.0 When 2 or more exits required or when morethan one door could be construed as an exit, an illuminated exit sign with battery back up shall be place above the required exit. 4. Sheet EX 1.0 When two exits are required, the doors shall swing in the direction of travel along the entire path of egress. (Room 309) 5. Sheet EX 1.0 Control Area Summary shall reflect most recent Hazardous Materials Report. 6. Sheet AL3 405 (a) shall be a 20 minute rated door and assembly. 7. Sheet A 7. 0 Add Note: Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CFC 1008.1.8 ~ "' y,. ' • Fire-protection-rated safety glazing in excess of 100 square inches shall be permitted in fire door assemblies when tested in accordance with NFP A 252; In a 20 minute fire door assembly, that glazing material in the door itself have have a minimum fire protection rating of20 minutes. CBC 715.4 8. Card Readers shall not inhibit egress. All card readers shall disengage in the case of power outage or water flow. This will be demonstrated at acceptance testing. 9·. Sheet A102 Locations of FE not shown -Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906.5. 10. Sheet E3.1A, B & C Exit Signs shall be placed in accordance with CFC 1011.1. Show on electrical sheets to coincide with placement on Sheet EXl .0 after recalculation of occupant load with correct occupant load factors. 11. Complete plans shall be submitted for 6000 gallon liquid oxygen tank in accordance with Chapter 27, 3, 30 , 32, 40 of the CFC and NFPA 55. 12. Signs and placards shall be provided and placed as stated in Hazardous Materials Report. These shall include but is not limited to NFP A 704 placarding, compressed gas and No Smoking signs. Entry: 05/13/2008 By: cwong Action: CO ,, ,J, ,: . ~·~- -.. ,a.::::-::S • --· ' PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Covedien Tl Additional Calculations 2K8-6() Sheet 22 thru 41 -Sheet L34 thru L64 • • • Covedien TI Summary of Additional Calculations o Out-of-plane check of existing panels along Line E with new openings (sheets 22 thru 32) :::o 7' O" flee 1,,tanding can1@d stad walls. (8heets 33 tlna %J · o Removal of existing goal posts and replace with w-beam. (Sheets 37 thru 41) o Lateral analysis and in-plane check of existing panels along Line E with new openings. (L34 thru L64) I ,__ l , /E/1·'6 HD 12'-6· e•.,;• F'ANEI-EI-EYAilON Ai 1-INE ).JJ> -:: c~/irj{/1,,rs'F) ~ r;.z1tt v-lL ; ( l/1..,)('IP ,,F) ~ '80 f J..r PF! i ME Job: ~1;~ ~1"/'lil('T'ID~I 0· 1·::,· ddf>" ,.d,'\,.J,,,,:Ui\1-,~ a.,;,. ,~ .. E·1r:-1·1rErJ/'I ·, .f~-:i fh: 1\i:l Sht: 2~ (El 2·'1/YI EA FACE • 4' O.C. (TOT 41 /El 3-'S/Y) EA. FACE (TOT 61 (E>Z•'l HD t . '-1 :f:°9~ Cf[~I)~ J2/41\-Cll111,JJ _ O/J UN f (fJ '·· G-l(l.,pfi /AN~ () 5f J\-v,J ~ 4 8'-1 r f f f p f <{I t.. '? I J i I i g' t 8' I t t I -Pl> ~ /{,.,'>tst ( '?J( 1t-): 5. 011. /c- f"' ~ J'21 sf(?J(1 1/~)= 3.,11/~ G-) ~l)(ll I.AN e'@ Sf/,-1J :: o/ </ I PR!l\/lEJob: ~e SHWCTURAL Date: ~--0 ~ ENGiNEERS stit: .-!:.L I I\ ~ s('ifJ( zt) :: I ~i-o 1P ~-u., :: 'r-i. ;st ~ ~ .fti, ~ /2-,'S~ k , ft,: ~.Ii.~ ~ ., fos " IS-, 1 z.. ~ P,._, ~ II, "5 <J ~ -,. ' l LI CON.dRETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 ' Considering P-Delta Effects PROJECT #: 2K8-60 DESCRIPTION: DESIGN CRITERIA: fe = fy = Concrete Weight = Clear Height, I e = Parapet Heigh( = Wall Thickness, t = hit= Depth to Rebar, d = Vertical Rebar = Spacing= Steel @ Each Face = Reveal Depth = Reveal to Bottom = d at Reveal= COVIDIEN Tl LINE E • PIER A 3000 psi 60000 psi 150 pcf 28.00 ft 4.00 ft 7.50 in 44.80 3.750 in #5 10 in 1 (# layers) 0.75 in 16 ft 3.000 in Muo = XMuO = Amax= At Reveal: Mo= Ao= (16-3) 0.00 14.00 0.00E+00 0 0.00E+00 LOAD COMBINATIONS (CBC 1605.2.1) (16-3) U= 1.20 D + 1.60 L (16-4) U= 1.20 D + 0.50 L (16-5) U= 1.36 D + 0.00 L (16-6) U= 0.90 D + 1.60 W (16-7) U= 0.74 D + 1.00 Qe (16-17) A= 1.00 D + 0.00 L (16-20) A= 1.11 D + 0.00 L 12.4.2.3 E= Oe± 0.2SosD = QE± 0.16 D DESIGN SUMMARY: Strength: (16-3) <PMn= 75,509 Mu= 1,606 %Over= 0.0% At Reveal: <PMn = 57,927 Mu= 1,204 % Over= 0.0% Deflection: Wind le/ 150 = 2.2400 Max A= 0.2059 % Over= 0.0% e= Eccentric, D = Eccentric, L = Add'/ From Above, D = Add'l From Above, L = Girder, D = 7.00 in 52 plf 80 plf 0 plf 0 plf 0.00 kips Girder, L = 0.00 kips D Girder Load Eccentric? LL for Seismic? = 0 (Y=1, N=0) LL Factor, f1 = 0.5 (16-4) (16-5) (16-6) (16-7) 29314 42103 29314 42103 13.72 13.44 13.72 13.44 3.42E+08 4.84E+08 3.42E+08 4.84E+08 28500 40360 28500 40360 3.32E+08 4.70E+08 3.32E+08 4.70E+08 ! I Wind (1.6W) 35.00 + 1.60 W + 1.00 Qe + 1.30 W + 0.71 Qe ~~ £ C. a, 1!:~ "' -a, t:::. Q) :c. N C: r CT ~ CT (16-4) (16-5) (16-6) (16-7) 75,299 76,224 73,383 72,504 49,659 75,942 42,135 56,246 0.0% 0.0% 0:0% 0.0% 57,682 5.8,179 56,427 55,810 35,798 51,360 32,880 45,071 0.0% 0.0% 0.0% q.q% Seismic At Reveal: Wind 2.2400 in le/ 150 = 2.2400 0.3122 in Max A= 0.2227 0.0o/o o/o Over= 0.0o/o Min Vertical Steel = Min Horizontal Steel = Max Vert Spacing = (/): /31 = Ee= Es= n= Ccu = E:y = 0.6pb = Sos= QE =Fp = Wind Load, W = (16-17) (16-20) 23818 30074 13.72 13.44 2.78E+08 3.46E+08 23156 28828 0.0025 0.0025 18.00 in 0.9 0.85 3321 ksi 29000 ksi 8.73 0.003 0.00207 0.0128 0.804 g 0.322 Wp 11.50 psf lb-in/ft ft /El lb-in/ft 2.70E+08 3.36E+08 /El Seismic (1.0 E) 35.00 -~--·--··----~ ··- "ii-·-·-·-· -t'> . --·· 5.00 0.00 <-C-£ £ ~ a. C. C. ::i: II.; :.: ,:; r ia l:. £ N .. <ll r Q. CT CT CT --------- lb-in lb-in lb-in lb-in Seismic 2.2400 in 1.6504 in 0.0% l '. 1 CON{:RETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 '-' I Considering P-Delta Effects PROJECT#: 2K8-60 COVIDIEN Tl LINE E -PIER A DESCRIPTION: Strength at Factored Load: Factored ecc, Pur = Factored axial, Puaxial = Factored wall, Puw = Factored, Pu= (14-7) (14-4) (14-5) Pu/ Ag = 34.17 s 0.06fc ... OK! As = 0.372 S 0.6p(bd) = 0.577 Ase= ( Pu + As fy ) / fy a = ( Pu + As fy) / (0.85 f c b) c = a I 0.85 E1 = (ecu / c) d -Ecu 2: 0.005 For Tension Control Mn= (Ase fy)(d -a/2) lcr = n Ase (d -cf + b c3 / 3 Mua = Muo + P uf e X / 10 Mu= Mua + Pu Au Au= (5 Mu h2) / (0.75 (48) Ee le,) <!>Mn= Check that <!>Mn 2: Mu Deflection at Service Load: Service ecc, P sr = Service axial, Psax1a1 = Service wall, Psw = Service, Ps = Pst + Psw = lg=bt3 /12 (9-9) Mer= 7.5 f/5 lg/ 0.5 t Ac,= 5 Mc, I// (48 Ee lg) Mn= (Ase fy)(d • a/2) An= 5 Mn I/ I (48 Ee le,) Msa = Mso + Pst e X / le (14-9) M = Msa + Ps As (14-8) As= ¾·Ac,+(M.-¾·M0,)(An·¾·Ae,)/(Mn·¾·Me,) Allowable A = le / 150 Check that As S Aa11ow Shear at Factored Load: Weq = 8 Mu/ ( 121/) Vu=lcWeq/2 (11-3) <l>Vc = 0.75 (2) f/2 b d Check that <l>Vc 2: Vu ... OK (16-3) = 268.80 = 0.00 = 2534.56 = 2803.36 = 31.15 = 0.419 = 0.821 = 0.966 = 0.0086 = OK = 83899 = 31.95 = 941 = 1606 = 0.24 = 75509 OK Wind = 73.41 = 0.00 = 2149.19 = 2222.60 = 421.88 = 46214 = 0.39 = 83665 = 9.21 = 24070 = 24527 = 0.21 = 2.24 OK (16-3) = 1.37 = 19.12 = 3697.13 OK (16-4) (16-5) (16-6) (16-7) 144.56 99.90 66.07 54.27 lbs 0.00 0.00 0.00 0.00 lbs 2579.03 2974.97 1934.27 1616.15 lbs 2723.59 3074.87 2000.34 1670.42 lbs 30.26 34.17 22.23 18.56 psi 0.417 0.423 0.405 0.400 in2 0.818 0.830 0.795 0.784 in 0.963 0.976 0.935 0.922 in 0.0087 0.0085 0.0090 0.0092 OK OK OK OK 83665 84693 81537 80560 lb-in 31.89 32.16 31.32 31.06 in4 29810 42439 29541 42286 lb-in 49659 75942 42135 56246 lb-in 7.29 10.90 6.30 8.36 in 75299 76224 73383 72504 lb-in OK OK OK OK Seismic 81.84 lbs 0.00 lbs 2437.30 lbs 2519.15 lbs 421.88 in4 46214 lb-in s<t>Mn ... OK 0.39 in 84693 lb-in 9.11 30349 31135 lb-in 0.31 in 2.24 in OK (16-4) (16-5) (16-6) (16-7) 42.23 64.58 35.83 47.83 591.18 904.08 501.60 669.59 3697.13 3697.13 3697.13 3697.13 OK OK OK OK ' 1 \ CONCR.ETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 ' Considering P-Delta Effects (AT LOCATION OF REVEAL) PROJECT#: 2K8-60 DESCRIPTION: COVIDIEN Tl LINE E -PIER A Strength at Factored Load: (16-3) (16-4) (16-5) (16-6) (16-7) Factored ecc, Pur = = 268.80 144.56 99.90 66.07 54.27 lbs Factored axial, Puax1a1 = = 0.00 0.00 0.00 0.00 0.00 lbs Factored wall, Puw = = 2216.91 2216.91 2513.91 1662.68 1365.68 lbs Factored, Pu= = 2485.71 2361.48 2613.81 1728.75 1419.95 lbs Pu/ Ag= 29.04 s 0.06fc ... OK! = 27.62 26.24 29.04 19.21 15.78 psi As= 0.372 s 0.6p(bd) = 0.577 ... OK Ase= ( Pu + As fy) / fy = 0.413 0.411 0.416 0.401 0.396 in2 a= (Pu+A5 fy)l(0.85f0 b) = 0.811 0.807 0.815 0.786 0.776 in C =a/ 0.85 = 0.954 0.949 0.959 0.925 0.913 in Mn= (Ase fy)(d -a/2) = 64363 64091 64643 62696 62011 lb-in (14-7) lcr= = 28.75 28.70 28.94 28.19 27.95 ir\4 Mua = Muo + Put e XI le = 941 28996 40695 28727 40542 lb-in (14-4) Mu= Mua + Pu 6u = 1204 35798 51360 32880 45071 lb-in (14-5) 6u = (5 Mu h2) / (0.75 (48) Ee le,) = 0.26 7.70 11.37 6.70 8.89 in <!>Mn= = 57927 57682 58179 56427 55810 lb-in Check that <!>Mn c: Mu OK OK OK OK OK Deflection at Service Load: Wind Seismic Service ecc, P sr = = 73.41 73.41 lbs Service axial, Psaxial = = 0.00 0.00 lbs Service wall, Psw = = 1847.43 2059.57 lbs Service, P 5 = = 1920.84 2132.98 lbs lg= bt3 /12 = 379.69 379.69 in4 (9-9) Mer= 7.5 f/·5 lg/ 0.5 t = 41593 41593 lb-in s<t>Mn ... OK 6er = 5 Mer I/ I (48 Ee 19) = 0.39 0.39 in Mn= (Ase fy)(d -a/2) = 64091 64643 6n= 5 Mn I// (48 Ee ler) = 10.34 10.73 (14-7) ler= nA,,(d-c)2 +bc3 /3 = 28.70 28.94 Msa = Mso + P sr e X / le = 23450 29122 (14-9) M = Msa + Ps6s = 23878 32633 lb-in (14-8) 65 = ¾·6e,+(Ma·¾·Me,)(6n·¾·6er)/(Mn·½·Me,) = 0.22 1.65 in Allowable 6 = le / 150 = 2.24 2.24 in Check that 65 S 6a11ow OK OK Shear at Factored Load: (16-3) (16-4) (16-5) (16-6) (16-7) Weq = 8 Mu/ ( 12 I/') = 1.02 30.44 43.67 27.96 38.33 Vu=leWeq/2 = 14.33 426.17 611.43 391.43 536.56 <PVe = 0.75 (2) f/2 b d = 3697.13· 3697.13 3697.13 3697.13 3697.13 Check that <l>Ve c: Vu OK OK OK OK OK -----. I 1 l ,CON,C~ETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 Considering P-Delta Effects PROJECT #: 2K8-60 DESCRIPTION: DESIGN CRITERIA: re= fy = Concrete Weight = Clear Height, I c = Parapet Height = Wall Thickness, t = hit= Depth to Rebar, d = Vertical Rebar= Spacing= Steel @ Each Face = Reveal Depth = Reveal to Bottom = dat Reveal= COVIDIEN Tl LINE E -PIER B 3000 psi 60000 psi 150 pcf 28.00 ft 4.00 ft 7.50 in 44.80 5.250 in #5 6.5 in 2 (# layers) 0.75 in 16 ft 5.250 in Muo = XMuO = Llmax = At Reveal: Mo= Llo = (16-3) 0.00 14.00 0.00E+00 0 0.00E+00 LOAD COMBINATIONS (CBC 1605.2.1) (16-3) U= 1.20 D + 1.60 L (16-4) U= 1.20 D + 0.50 L (16-5) U= 1.36 D + 0.00 L (16-6) U= 0.90 D + 1.60 W (16-7) U= 0.74 D + 1.00 Qe (16-17) A= 1.00 D + 0.00 L (16-20) A= 1.11 D + 0.00 L 12.4.2.3 E= QE± 0.2S05D = QE± 0.16 D DESIGN SUMMARY: Strength: (16-3) <!>Mn= 141,733 Mu= 19,064 %Over= 0.0% At Reveal: <!>Mn= 141,893 Mu= 17,309 % Over= 0.0% Deflection: Wind 10 / 150 = 2.2400 MaxLl = 0.2524 % Over= 0.0% e= Eccentric, D = Eccentric, L = Add'/ From Above, D = Add'/ From Above, L = 7.00 in 52 plf 80 plf 0 plf 0 plf Girder, D = 12.54 kips Girder, L = 9.12 kips 0 Girder Load Eccentric? LL for Seismic?= 0 (Y=1, N=0} LL Factor, f 1 = 0.5 (16-4) (16-5) (16-6) (16-7) 29314 42103 29314 42103 13.72 13.44 13.72 13.44 3.42E+08 4.84E+08 3.42E+08 4.84E+08 28500 40360 28500 40360 3.32E+08 4.70E+08 3.32E+08 4.70E+08 • •------• 1· ' Wind (1.6W) ! ! 35.oo 1 30.00 25.00 + 1.60 W 20.00 + 1.00 Qe 15.00 10.00 5.00 · + 1.30 W 0.00 · I + 0.71 Qe I Pi~ c:- I a. J! ~ co I ~ ! -co we i C: ~ N "' O' O' ' a. I..·----·-· .. _________ ,. .. --- (16-4) (16-5) (16-6) (16-7) 142,369 142,343 143,228 143,515 50,350 65,549 41,099 53,474 0.0% 0.0% 0.0% 0.0% 142,552 142,575 143,366 143,641 44,623 56,552 37,241 48,420 0.0% 0.0% 0.0% 0.0% Seismic At Reveal: Wind 2.2400 in le/ 150 = 2.2400 0.5870 in MaxLl = 0.3995 0.0% %Over= 0.0o/o PF< I ME .Job: • 2/f.r::_.c ~ S·~Dl 'c'-l''' {I, . a°-::-I ii,} ,I 1r<ti:.. Dare: .. <!:1 ENGINEERS Sht: __ e/J Min Vertical Steel = 0.0025 Min Horizontal Steel = Max Vert Spacing = cp = /31 = Ee= Es= n= &cu = ty = 0.6pb = Sos= QE=Fp= Wind Load, W = (16-17) (16-20) 23818 30074 13.72 13.44 2.78E+08 3.46E+08 23156 28828 2.70E+08 3.36E+08 0.0025 18.00 in 0.9 0.85 3321 ksi 29000 ksi 8.73 0.003 0.00207 0.0170 0.804 g 0.322 Wp 11.50 psf I b-in/ft ft /El lb-in/ft /El -·-----. -------~ Seismic (1.0 E) 35.00 30.00 · t 25.00 20.00 10.00 5.00 0.00 ,-.c:, c:-~ ~ C. a. C. II '<I' ~ :i: .c ~ j§, £ £ "'~ N ... a. O' O' O' ----· ------··--·-------------- lb-in lb-in lb-in lb-in Seismic 2.2400 in 0.7333 in 0.0% ' , ; CONCRFTE SLENDER WALL PER CBC 2007, ACI 318-0514.8 , Consid!;!ring P-Delta Effects PROJECT#: 2K8-60 COVIDIEN Tl LINE E -PIER B DESCRIPTION: Strength at Factored Load: Factored ecc, Pu1 = Factored axial, Puaxlal = Factored wall, P uw = Factored, Pu= Pu/ Ag= As= 69.89 s 0.06fc ... OK! 0.572 s 0.6p(bd) = 1.071 (14-7) (14-4) (14-5) Ase = ( Pu + As fy ) / fy a = ( Pu + As fy) / (0.85 f c b) C =a/ 0.85 E1 = (Ecu / c) d • Ecu .: 0.005 For Tension Control Mn= (Ase fy)(d • a/2) le,= n Ase (d -c)2 + b c3 / 3 Mua = Muo + Puf e X / le Mu= Mua + Pu Au Au= (5 Mu h2) / (0.75 (48) Ee 10,) <PMn= Check that <PMn .: Mu Deflection at Service Load: Service ecc, Ps1 = Service axial, Psax1a1 = Service wall, Psw = Service, Ps = Psr + Psw = lg= bt3 /12 (9-9) Mc,= 7.5 f'c0·5 lg I 0.5 t Ac,= 5 Mc, I// (48 Ee lg) Mn= (Ase fy)(d • a/2) An= 5 Mn I// (48 Ee le,) Msa = Mso + P sf e X / le (14-9) M = Msa + Ps As (14-8) As= ½·Ac,+(M8·½·Mc,)(An·½·Acr)/(Mn·½·Mc,) Allowable A = lc / 150 Check that As S Aauow Shear at Factored Load: Weq = 8 Mu/ ( 121/) Vu=lcWeq/2 (11-3) <PVc = 0.75 (2) fc112 b d Check that <DVc.: Vu ... OK (16-3) = 3755.86 = 0.00 = 2534.56 = 6290.42 = 69.89 = 0.677 = 1.328 = 1.562 = 0.0071 = OK = 157481 = 95.68 = 13146 = 19064 = 0.94 = 141733 OK Wind = 1548.71 = 0.00 = 2149.19 = 3697.90 = 421.88 = 46214 = 0.39 = 158188 = 5.92 = 29130 = 30063 = 0.25 = 2.24 OK (16-3) = 16.21 = 226.95 = 5175.98 OK (16-4) (16-5) 2451.39 2107.43 0.00 0.00 2579.03 2974.97 5030.42 5082.40 55.89 56.47 0.656 0.657 1.287 1.288 1.514 1.516 0.0074 0.0074 OK OK 158188 158158 93.87 93.95 37722 49184 50350 65549 2.51 3.22 142369 142343 OK OK Seismic 1726.55 lbs 0.00 lbs 2437.30 lbs 4163.85 lbs 421.88 in4 46214 lb-in 0.39 in 158158 lb-in 5.83 35875 38319 lb-in 0.59 in 2.24 in OK (16-4) (16-5) 42.81 55.74 599.41 780.35 5175.98 5175.98 OK OK PF~ll\/1.EJob: ~-0 STRUCTUf(/J1L Date: .P_<t._ ENGINEERS Sht: 3,1 __ _ (16-6) (16-7) 1393.84 1144.86 lbs 0.00 0.00 lbs 1934.27 1616.15Ibs 3328.11 2761.01 lbs 36.98 30.68 psi 0.628 0.618 in2 1.231 1.212 in 1.448 1.426 in 0.0079 0.0080 OK OK 159143 159461 lb-in 91.39 90.56 in4 34095 45950 lb-in 41099 53474 lb-in 2.10 2.73 in 143228 143515 lb-in OK OK s<DMn ... OK (16-6) (16-7) 34.95 45.47 489.28 636.59 5175.98 5175.98 OK OK , I CONC~fTE SLENDER WALL PER CBC 2007, ACI 318-0514.8 PI~ IM E Job: !::;f:.J-t..C> Considering P-Delta Effects STRUCTURAl Date:_.f(0 ~ (AT LOCATION OF REVEAL) Er'GIN~., .. HS ~2 V I b: ,. Sht: PROJECT#: 2K8-60 DESCRIPTION: COVIDIEN Tl LINE E -PIER B Strength at Factored Load: (16-3) (16-4) (16-5) (16-6) (16-7) Factored ecc, Pur = = 3755.86 2451.39 2107.43 1393.84 1144.86 lbs Factored axial, Puax1a1 = = 0.00 0.00 0.00 0.00 0.00 lbs Factored wall, Puw = = 2216.91 2216.91 2513.91 1662.68 1365.68 lbs Factored, Pu= = 5972.77 4668.30 4621.34 3056.52 2510.54 lbs Pu/ Ag= 66.36 s 0.06fc ... OKI = 66.36 51.87 51.35 33.96 27.89 p;,i As= 0.572 s 0.6p(bd) = 1.071 ... OK Ase = ( Pu + As fy ) / fy = 0.672 0.650 0.649 0.623 0.614 in2 a= (Pu+Asfy)/(0.85feb) = 1.317 1.275 1.273 1.222 1.204 in C =a/ 0.85 = 1.550 1.500 1.498 1.438 1.417 in Mn= (Ase fy)(d -a/2) = 157659 158391 158417 159295 159601 lb-in (14-7) le,= = 95.23 93.35 93.28 90.99 90.19 in4 Mua = Muo +Pure X / le = 13146 36908 47440 33281 44206 lb-in (14-4) Mu= Mua + PuL'.u = 17309 44623 56552 37241 48420 lb-in (14-5) t:,,u = (5 Mu h2) / (0.75 (48) Ee 10,) = 0.93 2.42 3.09 2.03 2.63 in ct>Mn= = 141893 142552 142575 143366 143641 lb-in Check that ¢Mn .:: Mu OK OK OK OK OK Deflection at Service Load: Wind Seismic Service ecc, P st = = 1548.71 1548.71 lbs Service axial, Psaxlal = = 0.00 0.00 lbs Service wall, Psw = = 1847.43 2059.57 lbs Service, P5 = = 3396.13 3608.28 lbs lg= b t3 / 12 = 379.69 379.69 in4 (9-9) Mc,= 7.5 fc°·5 J9 / 0.5 t = 41593 41593 lb-in sct>Mn ... OK t:,,c,= 5 Mer I// (48 Ee lg) = 0.39 0.39 in Mn= (Ase fy)(d -a/2) = 158391 158417 t:,,n= 5 Mn I// (48 Ee le,) = 6.44 6.50 (14-7) le,= n As (d -c)2 + b c3 / 3 = 93.35 93.28 Msa = Mso + Psr e XI le = 29351 35023 (14-9) M= Msa+Pst:,,s = 30708 37669 lb-in (14-8) t:,,s = ½·t:,,c,+(Ma·½·Mc,)(l::,,n-½·t:,,c,)/(Mn·½·Mc,) = 0.40 0.73 in Allowable l'::. = lc / 150 = 2.24 2.24 in Check that t:,,5 S t:,,allow OK OK Shear at Factored Load: (16-3) (16-4) (16-5) (16-6) (16-7) Weq = 8 Mu/ ( 12 I/) = 14.72 37.94 48.09 31.67 41.17 Vu= leWeq/2 = 206.05 531.23 673.24 443.34 576.43 ¢Ve= 0.75 (2) f/2 b d = 5175.98 5175.98 5175.98 5175.98 5175.98 Check that ¢Ve.:: Vu OK OK OK OK OK ' , i CONCRJ:TE SLENDER WALL PER CBC 2007, ACI 318-0514.8 ' PR! ME ,Job: '2J.4f-£:.6 STRUCTUf{AL Date: s-/oJt' Considering P-Delta Effects PROJECT#: 2K8-60 DESCRIPTION: DESIGN CRITERIA: fc = fy = Concrete Weight = Clear Height, I c = Parapet Height = Wall Thickness, t = hit= Depth to Rebar, d = Vertical Rebar = Spacing= Steel@ Each Face = Reveal Depth = Reveal to Bottom = datReveal= COVIDfEN Tl LINE E -PIER C 3000 psi 60000 psi 150 pcf 28.50 ft 3.50 ft 7.50 in 45.60 3.750 in #5 8 In 1 (# layers) 0.75 in 16 ft 3.000 in Muo = XMuO = Llmax = At Reveal: Mo= l::.o = (16-3) 0.00 14.25 0.00E+00 0 0.00E+00 LOAD COMBINATIONS (CBC 1605.2.1) (16-3) U= 1.20 D + 1.60 L (16-4) U= 1.20 D + 0.50 L (16-5) U= 1.36 D + 0.00 L (16-6) U= 0.90 D + 1.60 W (16-7) U= 0.74 D + 1.00 Qe (16-17) A= 1.00 D + 0.00 L (16-20) A= 1.11 D + 0.00 L 12.4.2.3 E= QE± 0.2S05D = QE± 0.16 D DESIGN SUMMARY: Strength: (16-~) <l>Mn = 89,662 Mu= 1,505 %Over= 0:0% At Reveal: <!>Mn= 68,464 Mu= 1,169 %.Qver= 0.0% Deflection: Wind lc/150= 2.2800 Max t. = 0.2234 %Over= 0.0% e= Eccentric, D = Eccentric, L = Add'/ From Above, D = Add'/ From Above, L = 7.00 in 52 plf 80 plf 0 plf 0 plf Girder, D = 0.00 kips Girder, L = 0.00 kips D Girder Load Eccentric? LL for Seismic? = 0 (Y=1, N=0) LL Factor, f 1 = 0.5 (16-4) (16-5) (16-6) (16-7) 30701 44113 30701 44113 13.97 13.68 13.97 13.68 3.72E+08 5.28E+08 3.72E+08 5.28E+08 30100 42735 30100 42735 3.64E+08 5.16E+08 3.64E+08 5.16E+08 r-·· I Wind (1.6W) ! , 35.00 I ! 30.00 25.00 + 1.60W 20.00 + 1.00 Qe 15.00 10.00 5.00 · + 1.30W 0.00 · + 0.71 Qe ~~ £' C. 1~ co "'! -co t::. m:s. N ~ 0-[T I: ! ! ENGINEERS Sht: 3 D Min Vertical Steel = Min Horizontal Steel = Max Vert Spacing = cp: /31 = Ee= E, = n= 'cu = •y = 0.6pb = Sos= QE = Fp = Wind Load, W = (16-17) (16-20) 24944 31509 13.97 13.68 3.02E+08 3.77E+08 24456 30525 0.0025 0.0025 18.00 in 0.9 0.85 3321 ksi 29000 ksi 8.73 0.003 0.00207 0.0128 0.804 g 0;322 Wp 11.50 psf lb-in/ft ft /El lb-in/ft 2.96E+08 3.69E+08 /El Seismic (1.0 E) 35.00 ., -·---------------- 10.00 5.00 0.00 .--c-![ ![ ~ a. II <r ~ :; .c ~ :::-o ~ ~ :g~ "'~ N <r Q. r;r [T [T -t_ _____ •• ---_____ ___J (16-4) (16-5) (16-6) (16-7) 89,467 90,324 87,693 86,882 lb-in 48,933 74,269 42,367 57,106 lb-in 0.0% 0:0% 0.0% 0.0% 68,239 68,695 67,088 66,522 lb-in 36,875 52,894 34,211 47,188 lb-in 0.0% 0.0% 0.0% 0.0% Seismic At Reveal: Wind Seismic 2.2800 in le/ 150 = 2.2800 2.2800 in 0.6181 in Maxt. = 0.2436 1.8867 in 0.0% ro Qver= o.o.o/o 0.0% ' , i CONCRETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 , I I Considering P-Delta Effects PROJECT#: DESCRIPTION: 2K8-60 COVIDIEN Tl LINE E -PIER C Strength at Factored Load: Factored ecc, Pur = · Factored axial, P uaxIaI = Factored wall, Puw = Factored, Pu= Pu/ Ag = 33.68 s 0.06fc ... OKI A5 = 0.465 s 0.6p(bd) = 0.577 Ase = ( Pu + As fy ) / fy a= (Pu+Asfy)l(0.85fcb) C =a/ 0.85 e1 = (ecu / c) d·-tcu ;a 0.005 For Tension Control Mn= (Ase fy)(d -a/2) (14-7) le,= n Ase (d -c)2 + b c3 / 3 Mua = Muo +Pure X / le (14-4) Mu= Mua+PuAu (14-5) 6u = (5 Mu h2) / (0.75 (48) Ee le,) <J)Mn= Check that <J)M0 c: Mu Deflection at Service Load: Service ecc, P st = Service axial, P saxlal = Service wall, Psw = Service, Ps = Psr + Psw = lg= b !3 / 12 (9-9) Me, = 7 .5 r /·5 19 / 0.5 t Acr = 5 Mer I// (48 Ee lg) Mn= (Ase fy)(d -a/2) 6n= 5 Mn I/ I (48 Ee le,) Msa = Mso + Psr e X / le (14-9) M = Msa + Ps 6s (14-8) As= ¾·Ae,+(Ma-¾·Me,)(A0-¾·A0,)/(M0-¾·Mcr) Allowable t, = le/ 150 Check that 6s S 6anow Shear at Factored Load: Weq= 8Mu/(12I/) Vu= lcWeq/2 (11-3) <J)Ve= 0.75(2)f0 112 bd Check that <J)Ve c: Vu ... OK (16-3) = 268.80 = 0.00 = 2494.85 = 2763.65 = 30.71 = 0.511 = 1.002 = 1.179 = 0.0065 = OK = 99625 = 36.06 = 941 = 1505 = 0.20 = 89662 OK Wind = 73.41 = 0.00 = 2116.76 ::: 2190.18 = 421.88 = 46214 = 0.40 ::: 99408 = 10.07 = 25196 = 25686 = 0.22 = 2.28 OK (16-3) = 1.24 ::: 17.60 = 3697.13 OK (16-4) (16-5) 144.56 99.90 0.00 0.00 2540.12 2931.75 2684.68 3031.65 29.83 33.68 0.510 0.516 0.999 1.011 1.176 1.189 0.0066 0.0065 OK OK 99408 100360 36.00 36.25 31197 44449 48933 74269 6.61 9.84 89467 90324 OK OK Seismic 81.84 lbs 0.00 lbs 2401.89 lbs 2483.73 lbs 421.88 in4 46214 lb-in 0.40 in 100360 lb-in 9.97 31784 33319 lb-in 0.62 in 2.28 in OK (16-4) (16-5) 40.16 60.96 572.32 868.65 3697.13 3697.13 OK OK PHHV1EJob: ~o STRUCTURi\L Date:~ El''Gii\.l'"E··~,, · ~ ·mt·K0Sht: 3L (16-6) (16-7) 66.07 54.27 lbs 0.00 0.00 lbs 1905.09 1592.67 lbs 1971.16 1646.94 lbs 21.90 18.30 psi 0.498 0.492 in2 0.976 0.966 in 1.148 1.136 in 0.0068 0.0069 OK OK 97437 96536 lb-in 35.49 35.25 in4 30928 44295 lb-in 42367 57106 lb-in 5.80 7.78 in 87693 86882 lb-in OK OK s <t>Mn ... OK (16-6) (16-7) 34.77 46.87 495.52 667.91 3697.13 3697.13 OK OK ' , ; CONCRETE SLENDER WALL PER CBC 2007, ACI 318-0514.8 -' ' Considering P-Delta Effects (AT LOCATION OF REVEAL) PROJECT#: 2K8-60 DESCRIPTION: COVIDIEN Tl LINE E -PIER C Strength at Factored Load: (16-3) Factored ecc, Pur = = 268.80 Factored axial, Puax1a1 = = 0.00 Factored wall, Puw = = 2216.91 Factored, Pu= = 2485.71 Pu/ Ag= 29.04 s 0.06fc ... OKI = 27.62 As= 0.465 s 0.6p(bd) = 0.577 ... OK Ase= ( Pu + As fy } / fy = 0.506 a= (Pu+ As fy} / (0.85 fc b) = 0.993 C =a/ 0.85 = 1.168 Mn= (Ase fy)(d • a/2) = 76071 (14-7) le,= = 32.45 Mua = Muo +Pure X / le = 941 (14-4) Mu= Mua + Pu b.u = 1169 (14-5} b.u = (5 Mu h2) / (0.75 (48) Ee 10,) = 0.23 <PMn= = 68464 Check that cl>Mn ~ Mu OK Deflection at Service Load: Wind Service ecc, Psr = = 73.41 Service axial, Psax1a1 = = 0.00 Service wall, Psw = = 1847.43 Service, Ps = = 1920.84 lg= bt3/12 = 379.69 (9-9) Mc,= 7.5 f/·5 lg/ 0.5 t = 41593 60,= 5 Mc, I// (48 Ee lg) = 0.40 Mn= (Ase fy)(d • a/2) = 75821 60 = 5 Mn I// (48 Ee le,) = 10.96 (14-7) le,= n As {d-c)2 + b c3 / 3 = 32.40 Msa = Mso + Psr e X / le = 24745 (14-9) M= Msa+Psb.s = 25213 {14-8) 65 = ¾·60,+{M8-¾'Mc,)(60-¾·60,)/(M0-¾·M0,) = 0.24 Allowable 6 = 10 / 150 = 2.28 Check that 65 S b.auow OK Shear at Factored Load: {16-3) Weq = 8 Mu/ ( 121/) = 0.96 Vu= lcWeq/2 = 13.68 cl>Vc = 0.75 (2) f/2 b d = 3697.13 Check that cl>Ve ~ Vu OK (16-4) (16-5) 144.56 99.90 0.00 0.00 2216.91 2513.91 2361.48 2613.81 26.24 29.04 0.504 0.509 0.989 0.997 1.163 1.173 75821 76328 32.40 32.63 30596 43071 36875 52894 7.11 10.47 68239 68695 OK OK Seismic 73.41 lbs 0.00 lbs 2059.57 lbs 2132.98 lbs 379.69 in4 41593 lb-in 0.40 in 76328 11.34 32.63 30814 34836 lb-in 1.89 in 2.28 in OK {16-4) (16-5) 30.27 43.41 431.28 618.64 3697.13 3697.13 OK OK z./4"-<e-e> PRiMEJob: __ STRUCTURAL D,!te: _.!f:._'C E'l'""l"·i"l"lj" ?,z__. M:i i;tb.:: \\i Sht: .> (16-6) (16-7) 66.07 54.27 lbs 0.00 0.00 lbs 1662.68 1365.68 lbs 1728.75 1419.95 lbs 19.21 15.78 psi 0.494 0.489 in2 0.968 0.958 in 1.139 1.127 in 74542 73913 lb-in 31.94 31.73 in4 30327 42917 lb-in 34211 47188 lb-in 6.26 8.38 in 67088 66522 lb-in OK OK :.cl>Mn ... OK (16-6) (16-7) 28.08 38.73 400.13 551.91 3697.13 3697.13 OK OK ., ' • ~ ' ~\SM IC, lle?t&r-l f'-o/Z.-G-ol'\1., f1>Sf fl.;t.rt--kv~li\,ft"NI Sl>.s : 0 ,'"6 O"/ 'Sb, ': fJ. ~5''1 ( /7, / j -7) Cb : o:c7/6 X = O.'b -"' £.:. ~. 0 i_ -r. ., ·-= 0-, ;,'.'Z,,c,- '2' 5" Y-ru,.l :::o,o/ P .. , l.\ Mfr· .. · '2.-1,,,.JJ---tz 6 R ! 1-v1 c JoTo: 0 ···-s-rRl;f\TU' .,, 'ti e-/o-?j I ••• ,, r ~· V, ....... , ,v, Ktu.,Dak __ _ ENGINEERS ~t,t: ,,,,_,}._~ . ··(: _B~ r,;,~1c;-w (~D) (1t1sc H) ~x : 150/jj· /1, eft)*";; ~~ I I ij PRIME Job: .?d<:c!:-1:. '13 STRUCTURAL Date:'Jl.~!: · t:NG11"1,ir:.rcRs ''ht· ?f-t. ~ L. ,\ ,)I . --- '%.. M)( = />"Or).F ('fo,r) 12/g-; ]{0 Jc,,'r·!" 1-Aj ; , 1. -u, .1P c 'f ll.$/l-, i-/ i -.: 12-, '1 Ar-1~,. .A~ :c 5 (o,,~)(l/(),s--f11n.l1 = (' ~ I>'"" 3/3,'11'1 <Yu-/~1 1-111 ( "ti? o.i.., ) Ix W I 7r X. S-3 f'f¼f~63 , Ix-= fu-,~i- I~ 't °Is-/~ ;" ,z.. Sx -:. 70., i11 1 s'j ; ,1.i ,,," z:x ~ 77,1r~i -::z. I , z bl " 2.."), In . l--17 ~ z. 7~ .fJr 1-i--:. 2.g', io f+ _b.r-/-it, " '6,6 i i;l..i ~ ?.$,/ FtA-fiJ(r~; )., -:. o.~r ¾ :; 1,/f 6Yu, < >--r wa: Ar • '5;,76 ~ ,,. °lo->> ·-- ' J ( ' f"\J\16f2.: KK cs sn-i b1"1 G-- : Y.1.fl1)1i:Jfr: _fvl(\, = /:-\ ~ Fj ~it = So /e-si ( 77,~) :: >2'?~ f-/1-,~- /,,~t, r, /2-S /'0/J kl-!f V.. f'//(:-1.A rJ (,, : LL <-Lr 3.., ~f"B ts NjA , ,.A I Nof.. bt")V$ ,g <:rJ.f> I rJ (r i , '/1@.;~1,J(r ~ . t-1\(\ -; J1 r ~ ry -z 1 6 I. , F'J s 'I ry i 1 -:;: n ( 1-~1.,) ~ 1 'i s-s-f-,,1 ~111. ~ G-o v-e>t-1-1~ /,try 51 ~ /.(; c~){t°J,i):; /5'!){,, ~1-i11 F -;t-1,( -; l:,)( ,, /.fl$,,_ 3r?>/(1,1,1t<7°,,) ; 3'3rotfki /'-js-s-/(1., 7 ... l~.1-) -:: 'I~ J'if b:5; tb,: ~ IVl.;,./51-; > ,47 ;;=;.-;,,/ 1°-, i,-3 ;; 5, '.2. 3 k; t~ ; Jlll~ · ::: 'fi. y 1rJ·r-i11 J.(,~.1/i) ~ 1, 'f 2. fo,J; y (5'!1~) / I I t r,1$(/(,1/ k'1'1 1/W't,y y<>fi-~p.;,~...i "j. 2,3 f-.o; 3'3.oo/ k; -o u L.. I ,o PR If-JI E Job: ~·0 ST"l' l('''l''"'I'/ ,::; ft, JY 1tH.111 !1ir\1. Date:_~ ENGINEERS Sht: --1..J'- ,. • < ( l /J...M/>rt,. B ,Tof' -:: /lo71 bl 1 = y/' fJ:[ re :: ~e ; /'f, i t :: '$ 7, 5" i/ ~ :; :2,-, 0 f-o,'t-C/t-N-n l,{Vf Je. , /_= l~,'5'1 r-.:. -~r0 tf,ri Jc-1,.. :-'Y-f r (, > /¥, ,q di9 I =11s.& ,fl M11 ~ Mf -: l/C /c,i (:n,~ ,/) ~ 11 2-s--~f-i" [hft ; !Lf,1.J < [ A = z.11. j G/0 ~ bo, 7~ J W-= IS? fl( p RIME dab: zJcg,-.-t6 STRUCTUf<AL Date:~ 9(!-t"' ENGINEERS Sht: _ 'fo §"aSµ1e, :: f7, 1£ /f f {)'>r; 7 I~:, ( fo Z. Z? /r) :: ~, 7 6 It.. __ J -17,U:-(62.i,;~), o,s~ /.,f,. A:1>011, Mo~'/\rj' ~M. ~Q,f N~ C B~ C<JrJNe-0?cuJ, A$S:-vl,';1(f J 1' fu., 'fo/2... 1\1,v g~ wf. (utJ{c"'llYKnta µ\t-~ '1. 7' /: ( > ") ~ I 1i · 3 Jc. -/t1 ,. -• CoJ,/lf'kC,-t No l,18 <'Cv<,t,e,S, '1,71r, t ( 11,n (,-z-) t 1'i,'3) :;; 0,/1 z/,o 2...(100) /72,.S" /1,t..7 . ' . ' ' f PRiME,.Job: -~ STRUCTUf?AL Date:!/!.!_ ENGIMEEHS s11t: i-L DEPTH REQUIREMENTS FOR EMBEDDED POLES Per Sec. 1805.7, 2007 C.B.C DESCRIPTION: CANTILEVER COLUMN ALLOWABLE LATERAL EARTH PRESSURES Allowable Passive Pressure = Maximum Allowable Passive Pressure = Does lateral restraint at ground surface exist? Load Duration Factor = LOADING DATA Applied point load, P = Load height above base, h = Uniform lateral load = Distance from base to bottom = Distance from base to top = 771.0 lbs. 16.5 ft. 0.0 plf 0.0 ft. 0.0 ft. POLE TYPE (1=ROUND, 2=RECTANGULAR): 1 POLE WIDTH NOMINAL TO FORCE : MINIMUM REQUIRED EMBEDMENT Non-Restrained : 24 in. Depth = (A/2)*{1 +SQRT{1 +4.36*h/A)} = where A=2.34*P/(S1*b) Restrained : Depth= SQRT(4.25* P*h/S3*b) = LATERAL PRESSURES Allowable @ 1 /3 of Embedment = 448 Actual@ 1/3 of Embedment = #N/A Allowable @ base of Embedment = 1,345 Actual @ 1 /3 of Embedment = 1,345 Surface Restraint Force = 4,613 225 psf / ft of depth 2000 psf {For No Limit, enter "0") 1 (Y=1, N=0) 1.33 Point Load Moment@ base= 12,722 ft-# Uniform Load Moment @ base = 0 ft-# Total Moment= 12,722 ft-# #N/A ft psf psf psf psf # I \ ,, 'I ' ,' ( ' ' i i i j r l I • "' l • ~ l ... '3 "" $ ~ \ 1/> 3 ~--J _ 6 ,°11-1, S,'11·-lc- .,,- '> ~,~//<. l PRIME Job: ?%8..U STRUCTURAL Date:~ ENGINEERS Sht: !:!!J:.. .. ... ~ ~ -::s: ::r-oil l ~ !i ~l-~-------'~_i-1~-------------~----~r~ ~ ~ I"' • ~l ~~ ~~ ~ ' \, , ' l { I ' '.~It kt' A'vj s 15 T:i/vJ D ttte~o,J ) W, .. ; f.-t>o(&-"'q70 plf., (o,UJ//o,/1'}) M,r~t;,-~ ;7io l),P, (or1,,ofjd1~r1) ;;J?Aof ~ :l('f, ~ k ,fl 27. r' ?M6n i"l.~lc-"" l1r /~7,9k f.OOf 'Pl~ lh-117 ""' :: IT ~ 1 ~oi-(. /W>"f'", -: O, 7f " , (> ~ 7 ;1-r. I t0 6'S" ,tr, rt,'17 ('7',C, r-1't_ t. 0,7~ -::: PHiMEJob: ~ STRUCTURAL Date: ;:;_,-t'l~ ENGINEERS Sht: / .... :35 IS-&~ (if, l'17 > 1.Af, ' ,, • l (s3B s0b3T E/W 2 (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 78.00 :et (Simp1e Span) UNIFORM LOADS (k/:ft & :ft) wd wl. Xl X2 0.268 0.000 0.00 78.00 0.288 0.000 0.00 24.00 0.154 0.000 53.00 78.00 REACTIONS (k) LOAD LEFT Dead 16.918 Live 0.000 Tota1 16. 918 MAXIMUM FORCES V max = 1_6.92 k @ Vd max= 16.92 k @ M max = 269. 72 kft @ Md max= 269. 72 k:ft @ DEFLECTIONS (EI = kin"'2) LOAD Defl. (in) Tota1 303745545/EI Live 0/EI Dead 303717061/EI TOTAL Defl. L / 180 L / 240 L / 360 EI 58412604 77883472 116825208 RIGHT 14. 748 0.000 14. 748 0.00 :ft 0.00 :ft 37.33 ft 37.33 :et X (ft) 38.65 0.00 midspan p RIME Job: .~.J,,:.:e-1:,,= STRUCTURAL Date: s-o"6 ENGINEERS sht: !:..li:._ (s0B02/28/08 (6.60) (s0p10.00h12v0 , l ' I (s3B s0b3T l ,, E/W 3 (s1p12v1s0b4148TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH =108.58 ft (Simp1.e Span) UNIFORM LOADS (k/ft & ft) wd w1. Xl X2 0.268 0.000 0.00 108.58 0.154 0.000 0.00 1.00 0.164 0.000 54.00 78.00 REACTIONS (k) LOAD LEFT RIGHT Dead 16.247 16.943 Live 0.000 0.000 Total. 16.247 16.943 MAXIMUM FORCES V max = 16.94 k @ 108.58 ft Vd max= 16. 94 k @ 108.58 ft M max = 481.37 kft @ 57. 75 ft Md max= 481.37 kft @ 57. 75 ft DEFLECTIONS (EI= kinA2) LOAD Def1. (in) Total. 1004519016/EI Live 0/EI Dead 1004402378/EI TOTAL Def1. L / 180 L / 240 L / 360 EI 138771280 185028368 277542560 X (ft) 54.82 0.00 midspan PR l !Vi E Job: 2 b--o -~0 STRUC·r1j,;fl D . ~ ~ Ii K,\. me: __ _ ENGINEERS Sht: _ _i:}/ (s0B02/28/08 (6. 60) (s0pl0. 00h12v0: ' ,~-7/.,..g-rl..c) II i \1. ~ ~ '"-' \ .,..._ ., '" .f-.r-..J?,..:,.,.,':?-111,, ' ~ . ' : t;{\1~t\-'t. ~~t..-"fSI.! . ,-----·-----' ~I-hi c~ i.trnoN STRUCTURAL Date~ ENGINEERS Sht: · °'J /l{MoVIJ1..-~P f4-f,Jf~ :J ·3 ((..e7Ut.-1J' /,J :> ::,:J YfLtNlrTif lo?$. h) l+O'(~, .. (i,o,{111"4-t.-/~W~ '/:>Vil( T'f:I (U"~~-NflV/ a,olf...Nfi)t-'11 : , r = 1, '3 fof<. ()t0'(H 01~,:,"j' • {;;/NC 0 -ie,oor S ~ /,'3 [111,~ ~ + 0,1,,o/ (7,s-,Az..)(lc;-opcl)(1i,u 1)(1s-cr,~1)]-: ($/', o \::.. . ;< / l,1~ (p -te.;,of ~: /.'3 [ii.,;~ + .O,v,/ (1s(,i-)(1n 1,t)(!1.1,,S"1)Cr'f~Jn 1ij -c /72-. Z ~ vtrJe' ® -~f c: /.3[,z.1,71' f o,io1(7sj11)(1n1,t)fi.1--rj1°i.i)] ._,. 2/'J_,o /<:. ,· ' LATERAL ANALYSIS· PANEL RIGIDITY AND LOADS 2K8-60 Load includes shear wall weight and rho PANELS AT LINE E V_tot = 212.0 k ~ B Y. %LOAD S-7 0.0616 16.234 56.576 0.267 S-8 0.0771 12.970 45.202 0.213 S-9 0.0771 12.970 45.202 0.213 S-10 0.0536 18.657 65.020 0.307 SUM 60.831 212.000 1.000 1, ..... ASD Design V for (V/1.4) Exist. Bldg. 40.41 k 36.9 32.29 k 32.4 32.29 k 32.4 46.44 k 45.7 n, !R"' H, n i:.,-· J b· Zf,/,..t;,.. o r" ,1:hnt::,o .. ·-·-- (''"R'''~·,,·,·s. ~'-P I ,'1 !1 '· 1·h,: Date· 00 1..1 \,.r\,1:i..11,11·," .. -. Ef~,-.,··i~·,--ero 1 2 P-1",l'l ;. .. t .. ,"ii,,., !""; ' t--/0 ... i.l ,_ ... , ,1..< ~tit. ··------··· % Diff. Greater 9.5% 0.0'/V µ..-""'""'····,..,) 0.0% €1 r '!>o/o ;, ~~ 1 6'¼ 1il p1t,ov11>t r ~ &ur w6 ft.oVfDfl>: q, N t; C,prvt'5 1>1116 I off:"Nl,J 6-f, . ~ ~.v' , ; .. _l 4.716k _:I o2_1f k ,..- ..... .,,-,..- ; Loads: LC 2, SEISMIC ONLY 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 '""' k .1.:71'k ..... ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -,__ l:.d'/ -~--------------, ·-·----·-----. --···------·-------· -----------·----------· -----, 7.5 7.5 7.5 4.°""' 4.716"'--,'--7· 6k ,L716k ., '16k .... ..... ... .... ... 7.5 12 12 7.5 7.5 75 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 75 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 "-·-... .. o' ,o" ~716k 4.71""--4.71""--.... ... .. 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 PI~ I fVi E Jop: !M~-t ('·"',;/ f"T' !t-< I ~ \.dr1.\,;!.,1dn1A1 f.1"'-;-.+~· "1> .. , j ·-• t.. ~i_... 0 I rn,:u~'":C•):' .... , L,.,;i.-iL1 1,,, c,, .. ,,.. ,V1' •••• ,,.,t. __ l_t I ..._ .... 7.5 7.5 7.5 7.5 75 7.5 7.5 75 75 7.5 -"'" --~ -· • Resulls for LC 2, SEISMIC ONLY 'leaclion unils are k and k-ft .. -1 I Pr!rn_~ Structural Engineers! --. ---· ..... ··--·· .. ---·-----------·· ··----------------I l .... _____ ---_______ ______ --------I S-7 '. PSE 1 ... , · 2K8-60 ! May 8, 2008 at 4:19 PM . f-·· --------· ----·-·---···-------l I ' i S-7-~2d J l· -.. ·- .i:.,.v- .. ~---. ' ·····------------------·----------------------------.-:,--./; / P r-:~ I iV! E.:. .Job: -~.:!.:::--0 -6.6 891 --. a 87.9 ; Loads: LC 3, 1.2D+1.6L --·. Results for LC 3, 1.20+ 1.6L Reaction units are k and k-ft ,n-'" 7.5 u 7.5 7.5 7.5 7.5 7.5 7,5 7.5 75 7,5 7.5 7.5 •.4251 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7,5 7,5 •,4251 7·5-.4251 t-.~251 -.425k, 12 12 7.5 12 12 7.5 12 12 7.5 12 12 7.5 •,3641 ._354; 12 12 7.5 12 12 7,5 12 12 7.5 12 12 7.5 12 12 7.5 12 12 7.5 S-7 •.425k -.425k I I 7.5 7.5 75 75 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 -.3641 -.364k 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -.425k • 3641 {\'•·•., :1,·t1 ·,~r' 1" [ ~I /Y 1'!11 • lj ''>t!Y (1" ,:; , r.1A, ! I., ,r,., ,.;,:, ¼•, l"' ''""!'"•'R"' L 0 'I" jr-:_.~~ ... l<~•·t f~ ~1,. •, , , •• •J\;\ I, l. \,r v I(, ••---;-- -.425k -.425k I 7.5 75 7.5 7.5 7,5 7.5 7.5 7.5 • 3641 -.3641 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 ~i> ----------~-----·------------------1 ~~i~-~-~ ef~~~~t~~~~--~-~~~Jci~~~!i --··--·------· -·-----·--- i--~~-~---·----------------p"'-May 8, 2008 at 4:1~_!:_fy! __ ~ i 2K8-60 S-7.r2d I '··· ··-· ···-···· ----· ··-. -· --.. -. . ·--·--·· -·· ---·-----·· ·-------· ---··-~-----··--. ------------. --··------____________ ,______ __, ..I i.. ,I i. ,, ' ' CONCRETE SHEAR WALL DESIGN -For Intermediate Precast (PER CBC 2007, ACI 318-05) DESCRIPTION: DESIGN CRITERIA: PANEL S-7 PIERA f'c = 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 20.00 ft E = pEh +Ev= 35.40 kip Pier Fixed@ base (Y=1, N=O) a:: 0 Seismic Load factor = 1.00 Pu = 87.90 kip Wall Thk = 7.50 in Eff. Wall THK = 7 .50 in 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= ct:>Vc = <PVn.max = Vu= ct:>*1 0*(fc)"(0.5)*h*d = 319.92 kip 0.00 kip 239.94 kip 727.10 kip 35.40 kip <PVs.req = Vu -ct:>Vc = 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for > #5 bars) (11.10.9.1) Asv.req = (Vu-ct:>Vc)/(ct:>fy d) = 0.0000 in"2/ft µ = 0.6 <P = 0.75 Ag = 1800.00 in"2 d = 236.00 in USE #4@ #5@ #6@ #7@ [11.7.4.3] [ 9.3.2.3] 13.3 in 18.0 in 18.0 in 18.0 in Avf.req = Vu / (ct:>*fy*µ) = 1.31 in"2 7 #4 dowels at slab on grade / FLEXURAL DESIGN: <PMn = Mu= see interaction diagram = 7899.28 ft-kip Vu*Hp = 247.80 ft-kip Flexural Design ... OK! / 8.00 . Rebar Layout (Bending over Y-Axis) Ill 6.00 ....................... .. J: 4.00 u .5 • • • • • • • 2.00 0.00 0.00 ....................... 50.00 100.00 150.00 Inches ··---·---------- -~--·=::J~ 200.00 250.00 300.00 -··--···· ·····-····-· ---· . ~·-.. ---··· ----····· .... ·-··-·-----------------·--------------- C: Q, Rebar Layout: 2#7@d =2 in 2#7@d =6 in 2 #5 @ d = 12.5 in 2#5@d = 19 in 2 #5 @ d = 25.5 in 2#5@d = 32 in 2 #5 @ d = 38.5 in 2#5@d =45 in 2 #5@ d = 51.5 in 2#5@d = 58 in 2 #5 @ d = 64.5 in 2#5@d = 71 in 2 #5 @d = 77.5 in 2#5@d = 84 in 2 #5 @ d = 90.5 in 2 #5 @ d = 95.5 in 2 #6 @ d = 100.5 in 2 #6 @ d = 105.5 in 2 #6 @ d = 110.5 in 2 #6 @ d = 115.5 in 2#6@d = 120.5 in 2 #6 @ d = 125.5 in 2 #6 @ d = 130.5 in 2 #6 @ d = 135.5 in 2 #6@ d = 140.5 in 14.3.5 o.c.__,,/ o.c. o.c. o.c. . '-' (. ' . ) ,_ CONCRETE SHEAR WALL DESIGN· For Intermediate Precast (PER CBC 2007, ACI 318-05) DESCRIPTION: DESIGN CRITERIA: PANEL S-7 PIERB fc = 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 3.79 ft Pier Fixed@ base (Y=1, N=O) = 0 Seismic Load factor = 1.00 µ = 0.6 <P = 0.75 E = pEh + Ev = 21.20 kip Pu= 51.90 kip Wall Thk = 7.50 in Eff. Wall THK = 7.50 in Ag = 341.25 in"2 d = 41.50 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve = ct>Vc= <PVn.max = Vu= 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = ¢*1 O*(fc)"(0.5)*h*d = 56.26 kip 26.06 kip 19.54 kip 127.86 kip 21.20 kip <PVs.req = Vu -ct>Vc = 1.66 kip p.min = 0.0020 (for :5 #5 bars) = 0.0025 (for > #5 bars) (11.10.9.1) Asv.req = (Vu-ct>Vc)/(ct>fy d) = 0.0106 in"2/ft Avf.req = Vu/ (ct>*fy*µ) = 0.79 in"2 4 #4 dowels at slab on grade USE #4@ #5@ #6@ #7@ FLEXURAL DESIGN: <PMn = Mu= see interaction diagram = Vu*Hp = 269.39 ft-kip 148.40 ft-kip Flexural Design ... OK! .... ·-···-··------···1 i Rebar Layout: 2#7@d = 2 in [ 11.7.4.3] [ 9.3.2.3] 13.3 in 18.0 in 18.0 in 18.0 in ID .c u ·= :::: 1· . 4.00 Rebar Layout (Bending over Y-Axis) • • : I - i 2 #5 @ d = 15.83 in 2 #5 @ d = 29.65 in 2 #5 @ d = 43.48 in C a. 2.00 • • • 0.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 Inches ··--·-· --------. --. --· -··1 1000 · -200-i Interaction Diagram 1200 1---·· ··;··-···· ·-,----··-··· -·-··-··-···--·---,-·----r···!--Pn-Mn 1 .......,._-i--___ ~--'-. --. .L .. ------1-----L~~~~~~~c:~'.::) I ' ! / j--·--All Design I 800 . ..I.... . .. -1. ·--···-----------·-----1---·-· __ .,_ ___ --::=:j ' I ' ' I . eoo t-·--··-·-·-+ __ J I ----1------+----' ~ 400 ~~a~_P:i-Pn· .. i~~-~-----~-J=~~-s~~::~-J _J___ ------1 : I i j ~~I I : 1 200 ~-----··-----i --.. ·-· ----l---·--· ----·}-· -·-. --·~---=::·-·_-. --~-~lL--i-----H--·-! I au-Mu : ---J. . i -___ : .. =----,=---.. ·---· ·r _J ·---· ~ . __ : __ ~ .: -------~~ ·; . .. . . ·: · .. . .. -i . I -400 .: I . . ., . . . .. __ ..... _ ... .. l . . .I. . __ I . Mn : -······--·------·--------·-----····-------···--.. --·----------·--·--··----J 14.3.5 o.c. o.c. o.c. o.c. (' ' ..... ·--------------------··· --------------·-···· -------------. ' 1.,v , lZ...L.x -2 3.367k 8391 - 7.5 3 367k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 ~ Loads: LC 4, 0.785D+E/1.4 --· Results for LC 4. 0.785D+E/1.4 1eaclion units are k and k·CI 7-5-.09H , , 3 367k 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 0 : P~i~~:·str~ctur~I ~n~i~:~ir~'f ;PSE I 7.5 • 09H 3.367k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 __ 09H 7--~911 -.091k -091k -.091k I 3 367k ""67k 3 367k 3.367k 3,367k 12 12 7.5 7,5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 -.0781 -.078k -.0781 -.078k , 12 12 7.5 7.5 7.5 12 12 7.5 7.5 75 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 12 12 7.5 7.5 7.5 S-7 '. 2K8-60 .. --------. -·1 /rSD (,ofJ(1) ~"( . -·· •. ···-___ _! ___________________________________ _ 0,7&S--b -t-'G /1,'1 -.091k -.091k -.091k ; 3 367k ! 367k !,367k -~ 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 75 7.5 7.5 7.5 •.078k -.078k -.078< 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 l l I I 75.6 May 8, 2008 at 4:20 PM __ ____.__s._1_.r2_ct _____________________ l iz.,_.x !· _, .I n -. •• -2.8 391 7.5 7.5 -.0911 7.5 -.0911 7·5-.0911 7-·.~911 -.091k , . -3.367k -3.367k -3.367k -3.367k -3.3 6rk .3 367k 7.5 75 7.5 12 12 7.5 7.5 7.5 7.5 12 12 75 7.5 7.5 7.5 12 12 7.5 7.5 7.5 7.5 12 12 7.5 -.0781 -.078j 7.5 7.5 7.5 12 12 7.5 75 7.5 7.5 12 12 7.5 7.5 7.5 7.5 12 12 7.5 7.5 7.5 7.5 12 12 7.5 7.5 7.5 7.5 12 12 7,5 7,5 7.5 7.5 12 12 7.5 I • ,89.4 · i Loads: LC 4, 0.785D+E/1.4 -.091k -.091k -.091k I -3.367k -3.367k -3.367k 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 -.0781 -.0781 -.0781 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 P F~ ! f\/~ r:.: Job: z#-.Z:1 n-n11e"•M·, : w-\ !)c., !1:'c'i.J· 0'-''0' 0/..,, v 11 u .. .1v, 1.,1,1 :i.. ...-~ ...... ENGINEERS Sht: _f___" : -.091k -3.367 7.5 7.5 7.5 75 -.0781 7.5 7.5 7.5 7.5 7.5 7.5 -.091k I -3.367 --3.367k 7.5 7.5 7.5 7.5 -.0781 7.5 7.5 7.5 7.5 7.5 I A-r"1= I~ ~ D , o;,f }, f,,/', I i.. J:/-7 f,r:.,,v1r,i'(,""fJ I , i. ,~ l,. 16 3S,, :, o (FI l • ' --Results for LC 4, 0.785D+E/1.4 Reaction unils are k and k-ft i ::Kt":"~·:~n~!~i··-· -----·----··----------·------------,---------··----·--------··--~ S-7 f-----------l May 8, 2008 at 4:20 PM -i S-7.r2d ~. 1 • Y\ ·\r . •.· .z. .• x 75 7.5 7.5 7.5 '""' 3.767k, 3.7 3,70.:Zk 3.7""' -... .... /;;,h-.C Loads: LC 2, SEISMIC ONLY --Results for LC 2, SEISMIC ONLY ~eaction units are k and k-ft 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -22.6 . . Prime Structural Engineers! . . . . -I ,,,.. 7.5 7.5 7.5 7.5 3.7""' 3.1111\7 ... ,,,.. 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 ... ·--------------.. --------------1-------------------c--~ PF{ I Mf:::jt\b: ~-::0 I 7.5 75 7.5 7.5 7.5 7.5 7.5 75 3.•n, 3.•n, 3,7"'1k 3.7'"'0 .. ,,,.. ... ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 S-8 7.5 7.5 3,70.:Zk ,,,.. 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 smuGTURAL Dtl t~: .~t i rl'G1·1r'f""'" ~ ; r ~ i~~t '~1f.j~j l'::OI:: 'I • '' -L. \ \, i;\ i It ""'-'-"""'''"·"" 7.5 75 3,7"'1.I ... .... ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -In·:'>....,. -n.G ~- 'PSE ' . ------. : 2K8-60 -___ L ________ ~--~-~-~-~---~~~---------------··· I May 8, 2008 at 4:23 PM I S-8.r2d ________ .... ·-_ . _______ . .i r tl . ,, ___ -·-· ----------- .. t : ~ L.;1 .z ..... x -.3 611 7-~.3611 7-~.3611 Loads: LC 3, 1.2D+1.6L Results for LC 3, 1.20+1.6L Reacoon units are k and k-11 H .. ~ A l ' 38.7 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7,5 1, 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -T ..... : Prime Structural Engineers I ; . -----. ~ -·· ... --i PSE · 2K8-60 . ----L ,, 7-~.361, 7.5 ,, 75 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7-~.381, 7-5-.361, 7.5 7.5 ,, ,, 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7·5-361, 7·5-.361< 7-~.3811 7-~.3811 7.5 7.5 7.5 7.5 ,, ,, ,, ,, 7.5 75 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7_5 75 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 S-8 I ! 7-~.38H 7.5 ~, 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7-~.381k 7.5 75 75 7.5 7.5 75 7.5 7.5 7.5 7.5 75 7.5 7.5 ,, H I 307 May 8, 2008 at 4:24 PM S-8.r2d I -·· . .J ' \ , t ' ' . j > ' CONCRETE SHEAR WALL DESIGN -For Intermediate Precast (PER CBC 2007, ACI 318-05) DESCRIPTION: DESIGN CRITERIA: PANEL S-8 PIERA f'c = 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 8.50 ft Pier Fixed@ base (Y=1, N=0) = 0 Seismic Load factor= 1.00 E = pEh + Ev = 22.60 kip Pu= 38.70 kip Wall Thk = 7.50 in Eff. Wall THK = 7.50 in µ = 0.6 cp = 0.75 [11.7.4.3] [ 9.3.2.3] Ag = 765.00 in"2 d= 98.00 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= <!>Ve= cJ)Vn.max = Vu= 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = <1>*1 O*(fc)"(0.5)*h*d = 132.85 kip 179.70 kip 99.64 kip 301.93 kip 22.60 kip cJ)Vs.req = Vu -<!>Ve= 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for> #5 bars) (11.10.9.1) Asv.req = (Vu-<l>Vc)/(<l>fy d) = 0.0000 in"2/ft Avf.req = Vu / (<l>*fy*µ) = 0.84 in"2 / 5 #4 dowels at slab on grade/ USE #4@ 13.3 in #5@ 18.0 in #6@ 18.0 in #7@ 18.0 in FLEXURAL DESIGN: cJ)Mn= Mu= see interaction diagram = 1030.05 ft-kip Vu*Hp = 158.20 ft-kip Flexural Design ... OK! // :a .c: u .5 s:: Q. -----···-------.. ---·------·---. -----' 8.00 I :: : ............ -l_ __ _ 0.00 __________________ __._ , Rebar Layout (Bending over Y-Axis) 0.00 20.00 40.00 60.00 80.00 100.00 120.00 Inches .. -.. _____ .. ___ ··----·------------·----.. -· ---------' ---_..,_ --------1 2500 ., -· Interaction Diagram : T i I I -· .. -i-----Pn·M~---1 ' I I ' ·• • • ···Max Ph1-Pn : ' 2000 j .. ---l · · -Phl'(Pn-Mn) i "I I 1 • ... -----·Alt~,::ign _ I ' 1500 [. · - -500 ,_ i -• -· -----· -----·-·--J Rebar Layout: 2#_5@d = 2 in 1 #5 @ d = 9.54 in 1#5@d=17.08in 1 #5 @ d = 24.62 in 1#5@d=32.15in 1 #5 @ d = 39.69 in 1 #5@ d = 47.23 in 1 #5@ d = 54.77 in 1 #5@ d = 62.31 in 1 #5 @ d = 69.85 in 1 #5@ d = 77.39.in 1 #5 @ d = 84.92 in 1 #5 @ d = 92.46 in 1 #6 ·@ d = 100 in 14.3.5 o.c. / o.c. o.c. o.c. ,··~' -· r.. -- ' ' ' y ! ' . ',' --:1 :i \ -----··-·· -------------------~--;;cp:::-c:;_cc:--::_,,_ t-.,-,M,.:-=. ----.-. --,SIJ.n~~o . k;:} . ~ ¾~~ .. J -\ l~ ~ .. l"'\ n:: bu: :.-:::·-·-.. = S'i'f'l//l">'f":r-•1 -~~ .. 'i' ;z. ! .x 7.5 -0821 7_5,0821 2.692k ? .6!1:lk . 2.6""k .. r 7.5 75 7.5 7.5 75 75 7.5 75 7.5 7.5 7.5 ) GD 7.5 i~~ ;!11 ;,.. _ Loads: LC 4, 0.785D+E/1.4 Results for LC 4, 0.785D+E/1.4 Reaction units are k and k-ft 7.5 7_5,0821 2.60.?0 ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7_5,0821 7_5,0821 7_5 •. 0521 2.6""" 2."1? 2.c:.a? .. .... ... 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 .. -.... . .. . ....... ---r .. --·· ---····-------------... . ; Prime Structural Engineers I. : ·P~E--~--~--· ·--~---~.:~--~~~~:-~i· ; 2K8-60 1,1~~, U1V\1.. D.=rte:_::?.r.t-,q..1 . t'tl(l'il'-'['l''t' I· J/..P-· 1 1:; 1 ~ ··" r~ ;,; ~= 1,~ Slit :'::::::::.E:'::; 1 I 75 7.5 7.5 7.5 7.5 7.5 7_5-.0821 7_5-.0821 7_5,0821 7,5,0821 7,5-0821 7,5.0821 2 C:.O? 2.600• 2.6""• 2.6""• 2.6""• .... .. .. ... .. .... ,... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7,5 7,5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 n 62 7 I . ·----·--------· ---1 I S-8 -----·-·· --·---·----··------------------.. ·1 May 8, 2008 at 4:24 PM j S-8.r2d ! ··-·-·-·--__ ,. _________ --------------·--------··-··-·--------------·--·' ' ' t .,Y .z .x . i , ) s' 3,767k 3.7 7.5 7,5 ..,, 3.7""' ,,. .... 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 .... 7,5 7.5 7.5 7.5 3,7"'1k 3,70:Zk ,, ,,.... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7,5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7,5 7.5 7.5 7.5 -22.6 Vv.. :. i,,i,. b t- ' Loads: LC 2, SEISMIC ONLY -., Resulls for LC 2, SEISMIC ONLY Reaction unils are k end k-rt . ·--·--·-·-·- ' Prime Structural Engineers i . -•• -·--. • . •• -.•• ·-· --J PSE ; 2K8-60 7.5 7.5 3.il.m ,,. 7,5 7.5 7.5 7.5 7.5 7,5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 3,iE.71 3 iE.71 .... ,,.... 7,5 75 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 S-9 7.5 7.5 7.5 7.5 7.5 7.5 3.7""• 371ioZJ< 3.7""'' .... ,,. ... 75 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7,5 7,5 7.5 7.5 7,5 7.5 75 7.5 7,5 7,5 7,5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 75 7,5 7.5 7.5 75 3.7""• .... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 ....... t"" i 1jl Ji E I b· 2,fp-.£;(!) i""'i"'< I !\ti ...... o · . S·r-r,··~,·-ll"'PL ~r 1r1Ul,I ,r\r\ Date:n_ · ENGINEERS Sht: -~1 I I 75 7.5 ..... ,...- 75 7,5 7.5 7,5 7,5 7.5 7,5 7.5 7.5 7.5 7.5 7,5 -2? 6 ·-·. ·-·-·-· -----------------,-------.. ----·-·· ~------l i ~ay 8, 2008 a~ 4:27 PM , S-9.r2d ,----,-.... _ .... , '----,------------------~-----.:___--,,,----=:P:--=:R=--:--:::-::----lf :,, v i• • !ME,Job: · ! ' ' !-··-11· I {'"" ..... 1 '"'''i"'J'' AJ c:-}ytr iz.L.x ,J!KJ,!\l{r .. Date: 71+:,_ -2. 1 Loads: LC 3, 1.20+ 1.6L ~ ! Results for LC 3, 1.20+ 1.6L Reaction units are k and k•ft 124k 1i ! 65.9 ?28-2691 7.5 7.5 7_5,3811 ,, 7.5 7.5 7.5 75 7,5 7.5 7.5 7.5 7.5 75 , 7.5 7.5 7,5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -------------------. ·-----------·-r· i Prime Structural Engineers! . . , .... --• -. • -...• -... i ; PSE 1 : 2K8-60 I .I ) o~ 1~ 11,H:: c·· ri\ S ... 1. ;,. L Jro i:.r "' \ ,_ ., ~ i,.. ···-·---- 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7,5,381k 7_5,381k 7_5-,381k 7_5·,3811 7_5·,381k 7,5-3811 7_5,381' 7_5,381k 7.5.381k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 75 7 5 75 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 75 75 7.5 75 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 >l_t> . f v.. , vi I, 7,-/c --------------------------------------, .. ----------- S-9 I . 1 May 8, 2008 at 4:28 PM , l-----------· --------j S-9.r2d I . -·. ----. --. .. --· ----. . . . > < f ,, CONCRETE SHEAR WALL DESIGN -For Intermediate Precast (PER CBC 2007, ACI 318-05) DESCRIPTION: DESIGN CRITERIA: PANEL S-9 PIERA f'c = 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 8.50 ft Pier Fixed@ base (Y=1, N=O) = 0 Seismic Load factor= 1.00 E = pEh + Ev = 22.60 kip Pu = 65.90 kip Wall Thk = 7 .50 in Eff. Wall THK = 7.50 in µ = 0.6 (J) = 0.75 [ 11.7.4.3] [ 9.3.2.3] Ag = 765.00 in"2 d = 98.00 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= C!>Vc = (J)Vn.max = Vu= 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = <P*1 O*(fc)"(0.5)*h*d = 132.85 kip 179.70 kip 99.64 kip 301.93 kip 22.60 kip (J)Vs.req = Vu -C!>Vc = 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for> #5 bars) (11.10.9.1) Asv.req = (Vu-C!>Vc)/(C!>fy d) = 0.0000 USE #4@ 13.3 in #5@ 18.0 in #6@ 18.0 in in"2/ft #7@ 18.0 in Avf.req = Vu/ (C!>*fy*µ) = 0.84 in"2 5 #4 dowels at slab on grade / FLEXURAL DESIGN: (J)Mn = Mu= see interaction diagram = 1123.42 ft-kip Flexural Design ... OK! ~- Vu*Hp = 158.20 ft-kip a.oo , Rebar Layout (Bending over Y-Axis) · 1 ::~~ 1· · · · · · · · · · · · · · · ·I 2.00 • e 0.00 --------------------'--~ I " 0.00 20.00 40.00 60.00 80.00 100.00 120.00 Inches . ---.. --·· -·-------------- ---------·---·--------·--- 2500 , .. lnt~raction Diagram_ ............... f Pn-Mn ·--1 , I . • • • • • • Max Phi-Pn . : ; 2ooo L. -L-·--···-·-·-l -·-......... ---·--J----... _: .. ··· ·-Phi'(Pn-Mn) : i 1, ' I i · ····--· Alt Design 1500 i. .. · · .!. · · · -·,, · · ·-___ __,_ ... ·---·--1-.. c: ~ Ma·x P~i:~~--·=···! :·--::-:--:-:~k.aRsioA . ! .. . 0.. 1000 I ......... --··!·-·---·-·,--~+-------<,....._---+--'\-----I : i ' . -500 , ..... ··---·--· --· · · M~ I ~ _~ ... I Rebar Layout: 2 #5@d = 2 in 1 #5 @ d = 8.53 in 1 #5@d = 15.07 in 1#5@d=21.6in 1 #5 @ d = 28.13 in 1 #5 @ d = 34.67 in 1 #5 @ d = 41.2 in 1 #5@ d = 47.73 in 1 #5 @ d = 54.27 in 1 #5 @ d = 60.8 in 1 #5@ d = 67.33 in 1 #5 @ d = 73.87 in 1 #5 @ d = 80.4 in 1 #5 @ d = 86.93 in 1 #5 @ d = 93.47 in 1#5@d=100in 14.3.5 o.c. / o.c. o.c. o.c. '' I • ' I f"'.'I ,::::i, l !l. ll r-· I t. QjJ' ,-{eO r· f'\. !Vi f.:: ·· O J. --6_ i::rnt1c-r1a:iJ)11'"'·.t"· .S:. :p-, •• if\ ! ' ".I! •.. ,•. !..IQ'" .......... -r-~ ·~ nr.1.t'.l:\,.'',r! .. r, L.-4> 2---- CONCRETE SHEAR WALL DESIGN • For Intermediate Precast (PER CBC 2007, ACI 318-05) •, '·~p t"'·;\.~i .. ;.,.~\··. C:1··[• · 1.. ~ • •. ,i,, 1... ,.., ,,..r ,,;r.. --Pfe.ject #: 2K8-60 DESCRIPTION: DESIGN CRITERIA: PANEL S-9 PIERS f'c = 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 8.50 ft Pier Fixed@ base (Y=1, N=O) = 0 Seismic Load factor= 1.00 µ = 0.6 4> = 0.75 E = pEh +Ev= 22.60 kip Pu= 41.20 kip Wall Thk = 7.50 in Eff. Wall THK = 7 .50 in Ag = 765.00 in112 d = 98.00 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= <PVc= 4>Vn.max = Vu=. 3.3*sqrt{fc)*h*d = 0.6*sqrt{fc)+ ... = = <P*1 0*(fc)11(0.5)*h*d = 132.85 kip 179.70 kip 99.64 kip 301.93 kip 22.60 kip 4>Vs.req = Vu -<PVc = 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for > #5 bars) (11.10.9.1) Asv.req = (Vu-<PVc)/(<Pfy d) = 0.0000 in112/ft Avf.req = Vu I (CD*fy*µ) = 0.84 in112 5 #4 dowels at slab on grade USE #4@ #5@ #6@ #7@ (11.7.4.3] [ 9.3.2.3] 13.3 in 18.0 in 18.0 in 18.0 in FLEXURAL DESIGN: 4>Mn = Mu= / Flexural Design ... OK! / see interaction diagram= 1030.05 ft-kip Vu*Hp = 158.20 ft-kip f' -- ' '-----___ H _________________ --------Rebar Layout: 2#5@d =2 in i ' ill .l! ' " .!: :~1: · · · · · · · · · · · · ·I 0.00 ... --------------------- Rebar Layout (Bending over Y-Axis) ' 0.00 20.00 40.00 Inches 60.00 60.00 120.00 I 100.00 ..... --··-···---------· ---------------------____ _j r ·-----· ·-···---·--···-. 2500 r Interaction Diagram ___ _, ___ Pn·Mn i • • • • • •Max Phi·Pn ---+-==---=::+-----1------!---~ --Phi.(Pn·Mn) I -··--All Design I . I.. • • • • • • • • ·• • • ·• • • -•/ir-i4e,o-T&ni;ign •••••• &, 1000 : Max Phi·P_n. . , .. . _;_ · _ _ ;. i r 500 f-----+----+---+--::;-'------,:;;0_::j;i,Aoi;G M---- O ~. _ _.,u-Mu. -· ~--··· ~=d:,~:=:::=::::::r __ k-. ')' -500 .L_ ---·-··· -·-····-' .. -----_____ L_ ______ .,__ __ Mn 1 #5 @ d = 9.54 in 1 #5@d = 17.08 in 1 #5 @ d = 24.62 in 1 #5@ d = 32.15 in 1 #5 @ d = 39.69 in 1 #5@ d = 47.23 in 1 #5@ d = 54.77 in 1 #5 @ d = 62.31 in 1 #5 @ d = 69.85 in 1 #5 @ d = 77.39 in 1 #5 @ d = 84.92 in 1·#5@d = 92.46 in 1#6@d=100in o.c. 19.5 o.c. o.c. o.c. : ,. • .I, ·1 ., .. !v• ; ~.;. iz, .x --i . ' 2.692k 7.§.3451 .6611 7.5 ; ' 2.692k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 ' 7.5 I)) 0) 7.5 ,,,,, ~~ Loads. Le'li. 0.785D+E/1.4 7.5 7.5 75 7_5.0821 7_5.0821 7_5.0821 2.692k 2.692k 2.692k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 75 7.5 7.5 7.5 7.5 7_5-.0821 7_5-.D821 7 5-.0821 7_5.0821 7_5.0821 7_5.0821 7_5.0821 2.692k 2.692k 2 692k 2.692k 2.692k 2.692k 2.692k 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 75 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 ~ :.-\ H I 63.5 ••• · Results for LC 4, 0.785D+E/1.4 Reaction units are k and k-fl : ::;e Structural 1,n9i~.;e~j -------------3:9·_ -_··-_---_-_------------____ · _-_·_ --h~-~---'-2 __ o_o_ ~ a~ 4:2~ !'_·-__ !'-11 __ -_____ ._--~ [ 2K8-60 ____ -· -· ·----·--...L. ···-··--·-·-·--·----------·---·-···-_ ~ • 'l ··--------·-------------------·-····-------------------F-> R-.. \-1-fV-J. E----.Jo-,b-: --=-~--.::-f-.=~~-,.,1" STRUCTUR1~.L Dats: ___ ~_t ~z .x 6611 Loads· LC 4, 0.785D+E/1 4 · ... Results for LC 4, 0.785D+E/1.4 Reaction units are k and k-ft i ~ 71.7 7,i 345] 7.5 i r -2 692k 75 7.5 7.5 .7.5 7.5 7.5 7.5 7.5 7,5 7.5 75 75 7.5 7.5,0821 -2,692k 7.5 7.5 75 7.5 7.5 7.5 7,5 7,5 7.5 7.5 7.5 7.5 ----·---------------------~---- ' Prime Structural Engineers !PSE 1·2t<a-60 .. ... --... _____ .. ____ --, I 7.5 7.5 7.5 7,5,0821 7.5.0821 7.5-.0821 •2.692k -2.692k -2.692k 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7,5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 .1,{:I-'i,:;~ft~: .. H/; iN Ems s ht: .... ~ I 7.5 75 7.5 7.5 7.5 7.5 7.5-.0821 7.5-.0821 7.5.0821 7.5.0821 7.5.0821 7_5,0821 -2.692k -2.692k -2.692k -2.692k -2.692k -2.692k -2.692k 7.5 75 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 75 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 75 7.5 75 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7,5 7·5 -13 2 l?l'h S-9 --------r~---=~~=---~~-=~~-=-~-=-__ 1,1 May 8, 2008 at 4:28 PM . -----·---· ------------------ ! S-9.r2d J 6' I \ \ \ ,f \ ! {f- , z. .i .• x --I 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 6.5k. --·-·· ·-· ..._ 5.5k .... ; 5k .... .5k .... S.5k ... ... .... ... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 75 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 _... ~,,.~ -33.1 · Loads: LC 2, SEISMIC ONLY ·· •· Results for LC 2. SEISMIC ONLY Reaction units are k and k-rt I Prime ·st~uctural Engi~~~r;r-··-·- 1-·--·-·-------·---· -· ' · ···----·--···-----1 i PSE I ... ----·--·---~ 7.5 7.5 7.5 7.5 7.5 7.5 .... 6.5k .... 6.5k ....S5k ....S 5k ... ....-....-.... 7.5 7.5 7.5 75 7.5 75 7.5 7.5 7.5 75 75 7,5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 S-10 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 I r.:i· r.:,'l ii\ II r.:· Job· z+,f-C ~ r r,11,f!I\._ . ·-·-, (' y;, l !(· T' In ~ 1 r·~ ~ ,... . fl~ ,,P--•1' ,rt. "'i ,t• ! ..... v ,,•.l .. ,,, ,f., ./,· •• ,~l~, ..... ~-- [_g-i 75 75 ...a 5k ..._ .... ... 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 75 -h ,,~ -31.9 i -----l May 8, 2008 at 4:34 PM 1, , S-10.r2d ······----····· ---· -·-----· -·· --·------··---·-------·--·--··--------'---··-·------------i 2K8-60 ·-·-· -.. --· .. ---- ,, .. ' ~ l : l, > ~ I I J J' iz.' .• x 5331 ,, i,i 46.8 I ) Loads: LC 3, 1.2D+1.6L -Results for LC 3. 1.2D+1.6L Reaction units are k and k-rt 75 -5331 75 ,, 7.5 75 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 -5331 7.5 ,, 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 : Prime Structural Engineers: PSE 2K8-60 ··-.. i ! I ..• ·-L 7.5 -.5331 7 5 -.5331 7.5 ' ,. 7.5 1J 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 -----··.---· ----··---·--·---, --------PR -il\XE-~lob:-ef-P-Z: f STf:Jljf"'flJr111l Da'e· Y-/.,4,rf"i I 1-1.,. fV1. l ·-· -' EN tl"t'"'"i')Q L,,..../' 1· 11\Jif~i:t1,0Sht: -~-~~-, 7.5 -.5331 7.5 -.5331 7.5 • 5331 7.5 • 5331 7.5 • 5331 7.5 ,,. 7.5 ,,. 7.5 11' 75 , .. 7.5 1' 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 75 'i> , ,. I 45 3 S-10 : May 8, 2008 at 4:34 PM t----·-·------------------·· S-10.r2d --------------.. . - \ \ \"" 'I•\\ e j • w \ I, CONCRETE SHEAR WALL DESIGN • For Intermediate Precast (PER CBC 2007, ACI 318-05) DESCRIPTION: DESIGN CRITERIA: PANEL S-10 PIERA re= 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 12.50 ft E = pEh +Ev= 33.10 kip Pier Fixed@ base (Y=1, N=0) = 0 Seismic Load factor= 1.00 µ = 0.6 ({J = 0.75 [ 11.7.4.3] [ 9.3.2.3] Pu = 46.80 kip Wall Thk = 7.50 in Eff. Wall THK = 7 .50 in Ag = 1125.00 in112 d = 146.00 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= ct>Vc = ({JVn.max = Vu= 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = ct>*1 0*(fc)11(0.5)*h*d = 197.92 kip 1285.48 kip 148.44 kip 449.82 kip 33.10 kip ({JVs.req = Vu -ct>Vc = 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for> #5 bars) (11.10.9.1) Asv.req = (Vu-ct>Vc)/(ct>fy d) = 0.0000 USE #4@ 13.3 in #5@ 18.0 in #6@ 18.0 in in112/ft #7@ 18.0 in Avf.req = Vu / (ct>*fy*µ) = 1.23 in112 / 7 #4 dowels at slab on grade / FLEXURAL DESIGN: ({)Mn= Mu= see interaction diagram= 1850.47 ft-kip Vu*Hp = 231.70 ft-kip Flexural Design ... OKI /' ..... --·-· -- Rebar Layout (Bending over Y-Axis) I 1 ~f .. _· __ · __ ·_· __ · __ · __ · __ · __ ·_· __ · __ · __ · __ ._1_ 0.00 • 0.00 20.00 40,00 60.00 80.00 100.00 120.00 140.00 160.00 Inches .. -. ·--~---·· ··---·-·· ------·-------------_______ _j . --·----··· -• ·-·-------------------------·------ 3500 ,---...... ----.-----ln_t~er_a_c_ti_o_n_D_ia_,,g'-ra_m ___ -----' ' I • • • • • • Max Phi-Pn 3000 ··t-j ---"~-I-=----!-------+----+---+.,-·--Phi·(Pn-Mn) ! 2500 -t-----·--·-·· ---Alt Design I ------...... . -. ---------------------------------·------_________ ; Rebar Layout: 1 #6@d = 2 in 1 #6@d = 6 in 1 #5@d = 16.14 in 1 #5 @ d = 26.29 in 1 #5 @ d = 36.43 in 1 #5 @ d = 46.57 in 1 #5@ d = 56.71 in 1 #5 @ d = 66.86 in 1 #5@d = 77 in 1 #5 @ d = 87.14 in 1 #5@ d = 97.29 in 1 #5@ d = 107.43 in 1 #5 @ d = 117.57 in 1#5@d=127.71in 1 #5 @ d = 137 .86 in 2 #5@ d = 148 in o.c. / o.c. o.c. o.c. ' 'l --.. 7 , ' ,, CONCRETE SHEAR WALL DESIGN • For Intermediate Precas (PER CBC 2007, ACI 318-05) PR I !Vi E Job: 'Zf!._~ STRUCTUR1~L Dat.2.: Y/6 <f' ql1''i·r',lf',r;,·, Lr-c;;, Project#: 2K8-60 C:1l •. n VJ:t:(~~V Sht: >o DESCRIPTION: DESIGN CRITERIA: PANEL S-10 PIERB Pier Fixed@ base (Y=1, N=0) = 0 Seismic Load factor= 1.00 re= 3.00 ksi fy = 60.00 ksi Pier Height, Hp= 7.00 ft Pier Length, Lp = 8.50 ft E = pEh +Ev= 31.90 kip Pu = 45.30 kip Wall Thk = 7.50 in Eff. Wall THK = 7.50 in µ = 0.6 cJ) = 0.75 [ 11.7.4.3] [ 9.3.2.3] Ag = 765.00 in/\2 d = 98.00 in SHEAR DESIGN: (Eq. 11-29) Ve= (Eq. 11-30) Ve= ct:>Vc= cJ)Vn.max = Vu= 3.3*sqrt(fc)*h*d = 0.6*sqrt(fc)+ ... = = ct:>*1 O*(fc)"(0.5)*h*d = 132.85 kip 179.70 kip 99.64 kip 301.93 kip 31.90 kip cJ)Vs.req = Vu -ct:>Vc = 0.00 kip p.min = 0.0020 (for s #5 bars) = 0.0025 (for> #5 bars) (11.10.9.1) Asv.req = (Vu-ct:>Vc)/(ct:>fy d) = 0.0000 inA2/ft USE #4@ #5@ #6@ #7@ Avf.req = Vu/ (ct:>*fy*µ) = 1.18 inA2 /. 6 #4 dowels at slab on grade / FLEXURAL DESIGN: cJ)Mn = Mu= see interaction diagram= 837.94 ft-kip Vu*Hp = 223.30 ft-kip Flexural Design ... OK! ~ .t: " ,5 C: a. Rebar Layout (Bending over Y-Axis) 8.00 I :::: ~ . . . . . . . . . -1· 2.00 e 0.00 ,__ __________________ .,.. --- 0.00 20.00 40.00 60.00 80.00 100.00 120.00 Inches -.•. --····-·-·---------------·-···-··----·-··"····-····-------.... --·-------_______ __J 2500 · 1500 :. · · · -500 ,. · --. ! .... L .. ·--Pn-Mn l······MaxPhi-Pn' , I ----Phi'(Pn-Mn) ----+-----~---·1-· ----l 1----Alt Design -.. . ·-t---------, J --------_J I ----------. .J Rebar Layout: 2 #5@d = 2 in 1 #5 @ d = 11.8 in 1 #5 @ d = 21.6 in 1 #5@d = 31.4 in 1 #5 @ d = 41.2 in 1 #5@d = 51 in 1 #5 @ d = 60.8 in 1 #5 @ d = 70.6 in 1 #5 @ d = 80.4 in 1 #5 @ d = 90.2 in 1#5@d=100in 13.3 in 18.0 in 18.0 in 18.0 in 14.3.5 o.c. /" o.c. o.c. o.c. ~ 0 l • I " ·,r; ) I ,, , I. ,,, .... ,r ,z: .x -.1141 4.64 k ... '64k ..- ~~ l,O \) ~ 11.f) ~b·ir -,,). J Loads: LC 4, 0.785D+E/1.4 -, Results for LC 4, 0.785D+E/1.4 ReacUon units are k and k-fl 7.5 7.5 • 1141 -, "'4k ..... ' 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 •,1141 7.5 ·.1141 7 5 -.1141 -""k -"4k ... ...-,.. ,.. 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 PR ! ~111 E Job: ::f:-!:-:!:6 11i"i•/J'''P Jrl n ! F-~ IY \.')I(\,, 1,.., i { 111\~~: l)atr-~~ ./ I 6(/ 1 .> ,,. ......... '6, ... 11, ... ._..~ ,:. "'!Gli.ir····· ·· L ('"'Ct ·t~f"I\ · 11H·i,i,h ... , t > ' ,.. • -1 .. i ·,\,/ ;.">;)': ,,_ .. .:,.._.., - 7.5 7.5 7.5 7,5 75 7.5 •.1141 75 · 1141 7.5 -.1141 7 5 -.1141 7.5 ·.1141 4.64k -4.64k ...., k ....,, "k '"'' k -..... ...-...-,.. ,.. 7.5 7.5 7.5 75 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 75 7 5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 7.5 7.5 7.5 7.5 7.5 7,5 75 7.5 7.5 75 7.5 H 75.7 .. ··--------·. ····-····-----··-·---,----------··--· --···· ----·----------------------·-1-----. ·--·-------- , Prime Structural Engineers I :. . . . .. . .. -. . .. .. / ! L ... S-10 .PSE I May 8, 2008 at 4:35 PM l . -~ . . . -· -... · 2K8-60 , S-10.r2d " ' ;, 7.5 7.5 1141 7.5 -.1141 7.5 --... -4.6 .... 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 . ~ (• 76.7 ; Loads: LC 4, 0.785D+E/1.4 -· Results rorLC 4. 0.785D+E/1.4 Reaction unils are k and k-0 . . . . .. ... ... .. .. ... _._ ... ··r .. : Prime Structural Engineers, ; .... -· . _., . -. ----............. _ ·! :psE ! 2K8-60 7.5 7.5 7.5 ·.1141 7.5 -.1141 7.5 -.1141 7.5 -114k ~ ~ .... .... -4.6 ..... -4.6 , .... -4.6 '" ... -4.64k ..... 75 7.5 7.5 ----- 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 i5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 •.1141 7.5 ·.1141 7.5 -.1141 7.5 •.1141 --.... .... -4.64 k ..... •4 O'fll' .4 "'" .4 ""' 7.5 7.5 7.5 7.5 -----------·---· -----·-- 75 7.5 7 5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7,5 ---- 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 75 (;} I=, t /'t•1i.. tp,/N" .. ,11~1\lf f(/..?;,,1 5-1 z.,~b jc. ~ fo,3, /,: u.sr 1. fo~> (tl~ffl1k€b -11-PiU/ Cm l'-ll'G'ur,:>,J "("() V"I'"'"' . L\-P I> 'L-!:J:l:: f"ll ]1:..C.. e'> - Jc -4.64k --------··------------~ ___ , ____ ., _______ _ ·-r--· -----·----. -·- S-10 1-------··----· .. __ ,. ______ , .. : May 8, 2008 at 4:35 PM ! s:1·o~r2d .I ,_ I I ( ) I • ,t.-,t.l , ·1<1 ,1 "-•' f o~-r ~I/II $-llru,f b H-1>i.,tJ pow,J ' ' ,.-----._ H(Vfl u-r:z... W~f"/ tSll;"Stl> ON 1'-0 11 >/l 4' 801,,-n; i.,,/ q" e-x(lt7> µon: o, c. Ckf l((/ll'/. :: 7, ( $"" hf> ( IN r;v..c,r,1;( Flt1~· M.,ool) ,pa CPtJrtrc--n-oiJ, . '· \ '( ( > ' ' • '-'.r, 1 i {;cfsT-INSTALLED ANCHOR BOLT DESIGN WORKSHEET (2007 CBC & ACI 318-05 Appendix D) I For use with Hiltl Kwik Bolt TZ in Concrete (ICC ESR-1917) Project #: 2K8-60 Description: Anchor Connection Design Loads: N= 0.00 VL = 5.15 Concrete Pro1:1erties: Slab Thk, h = 7.50 re= 3000 Cracked kc= 17 Anchor Properties: kips kips Oca3 s2 in Dca4 psi t 0cal 6 00 in 0 lv 0 # Bolt rows= # Bolt columns = # Effective rows in tension = 0 0 Anchor Type= KB-TZ (Carbon) -5/8" 0 w/ 4" embed Bolt, d = 5/8 in Design Summary: Total Bolts = Anchor Category= Ductile Failure Mode in Shear Steel = Ductile her= 4.00 in D.4.4 • 4> Factors -Condition B: Steel, 4>N = 0.75 Steel, 4>v = 0.65 Concrete, 4>N = 0.65 Concrete, 4>v = 0.70 1----· 1 4.oo 3.50 3.00 2.50 2.00 1.50 1.00 · 0.50 . ····-· ------- n= 1.0 0 Loads Include Seismic 0.75 4>N = 3.63 kips 0.75 4>V = 5.15 kips N= V= 0.00 5.15 Interaction= 1.000 --------------·--I 0.00 -----,-----,-----.--------_,,,11111------! 0.00 1.00 2.00 3.00 4.00 5.00 6.00 j. ,. ~-,; ~;~T-INSTALLED ANCHOR BOLT DESIGN WORKSHEET (2007 CBC & ACI 318-05 Appendix D) For use with Hilti Kwik Bolt TZ in Concrete (ICC ESR-1917) Project#: 2K8-60 Description: Anchor Connection Steel Strength in Tension: <l>Nsa = <l>n·A59 ·fu1a = 12.88 k n= Ase= 0.162 bolts in2 (From ESR-1917 TBL 3&4) futa = 106.00 ksi fy = 84.80 ksi Concrete Breakout Strength in Tension: <l>Ncbg = <l>ANc / Ar-.,co (4'ec,NH4'ed,N)(4'c,N)(4'cp,N)(Nb) = 4,84 k ANc= 144.00 in2 4'8c,N:: 1.00 ANco = 144.00 in2 4' ed,N = 1.00 Nb= 7449 lb 4'c,N = 1.00 Ca,c= 8.75 4'cp,N = 1.00 Ca.min= 6.00 in Pullout Strength in Tension: <l>Np = Does NOT Govern Design n = 1 bolts Np (fc =2500psi) = NA kips (From ESR-1917 TBL 3&4) (f c / 2500)°"5 = 1.095 kips (ESR-1917 4.1.5) Steel Strength in Shear: <l>Vsa = 6.86 k Vsa = 10.555 kips (From ESR-1917 TBL 3&4) n= bolts Concrete Pryout in Shear: <l>Vcpg = <l>kcp'Ncbg = 10.43 k ANc = 144.00 in2 kcp = 2.00 Concrete Breakout Strength in Shear( Perp. To Edge): 1A1l Vlv-f,J(; .!>,'1,'2..,J Of~ <l>V cbg = <l>Avc / A.co (4' ec,vH'+' ed,v)(4' c,v)(4' cp,v)(Nb) = 96}; f'u~w f,Jf,. ~t..A'fi~r.u, Ave= in2 1. = in Avco= in2 4'ec,V = vb= lb 4'ed,V = Ca,4= in 4'c,V = Concrete Breakout Strength in Shear( Parallel To Edge): <l>Vcbg// = 2*<l>AVc/ AJco (4'ec,vH'+'ed,vH'+'c,vH4'cp,v)(Nb) = 7.53 k Ave= 135.00 in2 18 = 4.00 in Avco= 162.00 in2 4'ec,V = 1.00 vb= 6457 lb 4'ed,V = 1.00 Ca= 6.00 in 4'c,V = 1.00 I.! . .,_ ~;,,~ )i~:-'" \11\vt,,D /tr< c;t.t t,.S, .:-e1. l{wr,, 14s~ri; S/,t 11 f c-/tf-8 ~ vrcn ~ II ~d (1)/A-'f N'f -A.err 3-1( .,.0f> Mfe'N'01;< "D · <-/,7., / $'f7(7""C,; Aivo""4r(fvf' 1)..$£ of /N Jl/i.Pft,f"M-~ {Z,C?NF:>t<. C€J).fi;'i\JT To /Jf: t/4$r; 1> FOi<. fN~"t (l.~lk, '/i~r10-n1 of /J.-Nvt:J-Q£$. t;x,mN<-- ~ MlcJ '}.-#-S" M· f.¥J~L eot,.,e,· 1\lB ·Tc:-&-01.-'f'" ,/ 33..SJ ;;, S, IS'"k .-. ~t.~,i: oo!,(" V -p-~n-ci,9 ~r (,.€1"(,.fl.f. Irv':! I z., 7.. • z, ~t,fH G-ov~NJ. Ir fi,{11, 5,t>Y-c4N 1: ~ ~ 1)€"V€'7,. .. f67.> 61' t'i efH ~~~ Gi){n~ <J /~ of s~ flA-Ntt. \ ~ QI ~'1) o) U f coKO ~r h '!ft> MP<l N1A1"1 '1 1 -0 ,, kiJ C,/fO(Z.. Sf /t'VI t,f (, ...J---f.&rN ((... f;b~ Dl>fA-NC,( fHM T -d-t. Ar-l®t-_cA-f_AP\rJ : -~-tS' k-fourr/.,.~ fklw.4) J / t(-a ~ ED 1re -r kl. sffr1.1 r.Jir SEE HAZMAT REPORT SCANNED SEPARATLEY CB080657 2101 FARADAY AV COVIDIEN-54,000 SF Tl OF A 64,946 SF BLOG, INCLUDING R/D 80Mi= 1 Ao O "• "' •-.,..,-.., ----·-- lf-11-oY-(/)w~~ {s~j~c-Ar, ~--q~ ~ 1J ' I?-,""-€ :oz;u ~ p.e/) SF,( j}t,/4 ¼ ~ <-t\ \ cl \ c, 8 C\ffi\ -4-" 1 ~rv ,c.. , pr iJ ... .J.t..-d ,t v..1 cl Loft ._5, c~ -\--"c_lt__ {L~i- ~ -to Eft::,f.r1 L ~ -m f-t RE 7'D tl.eru.,~--f\ {?3'1JY,OfJf 1c . c)JP L(,)5d{ [s~CU'/ , S~ S/J1/o/ ~ J;fff:;x i~ ~) U?IL'1 C;l!jP:fe CJ; r 4~ 1t .Jo r A/4(_; l /I~ OhL ~ r 1-J J Pluc/-1 . '~ i?1 CJj ,/~ <a-47 f J-9-t/f tscy)e,1:J1l . F _ = /fl , TTtl 1 _ I. 1;,, &i/t,., I ffeiul c.P es _ (hi/lJI-:. CZ::, 0::4t v1 1 -0 '8' w~ .,_,,.... ~-I .,., r · r ~ -w't-f-9- (r/z.<JY rflyf!Z;e -:;--c. ~e.., ,., ·J / Aooroved Date By Building ,:p/c-01oi ¼JIK Planning 1/4-<;: --t0v ~ Engineering L /9..:J/nPi -?'fl- Fire "To'/z"i,/o 8' ~ Health HazMat/ Air Quality Comments Date Building J,_ 7..,-Z, 5--.;(Y In-I, Planning !4?2~ I Engineering V~2~ l,it-/'J.,,/ Fire 5/1?:>/m 5/;17/o: Forms/Fees Sent Rec'd Due? By School y N CFD y N PFF y N PE&M .tf--;J< (....,/g y) N n<JJr-. Special Insp. . y N Fire y N Sewer y N Fees Complete ________________ _ Application & Related Docs. Complete ------ . ...... >