The URL can be used to link to this page

Home My WebLink About2762 GATEWAY RD; ; CB112307; Permit12-09-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB112307 Building Inspection Request Line (760) 602-2725 Job Address: Pemriit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2762 GATEWAY RD CBAD Tl Sub Type: 2133000200 Lot#: $261,919.00 Construction Type: GATZKE:SHELL TO OFFICE:7056 SF INDUST 0 5B Applicant: KIM STONE WARE MALCOMB 6363 GREENWICH DR STE 175 92122 858-638-1277 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 10/27/2011 JMA 12/09/2011 12/09/2011 Owner: 2762 GATEWAY, LLC Building Permit $1,330.66 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Checit $931.46 Meter Fee $331.00 Add'l Plan Check Fee $0.00 SDCWA Fee $4,492.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $55.00 PFF (3105540) $4,766.93 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $9,858.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $142.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $430.00 Other Building Fee $0.00 MECHANICAL TOTAL $135.00 Pot. Water Con. Fee $3,549.00 Master Drainage Fee $0.00 Meter Size D5/8 Sewer Fee $4,942.19 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $8.00 HMP Fee ?? Fire Expedited Plan Review $182.50 Green BIdg Standards Plan Chk ?? TOTAL PERMIT FEES $31,153.74 Total Fees: $31,153.74 Total Payments To Date: $31,153.74 Balance Due: $0.00 Inspector: FINAL APPROVAL Date:^^ IvAr^ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as lees/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 infomiation with the City Utenager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application ptocessing or service fees in connection with this project. I^R DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. C-0\ \ - TJ^OI Est. Value 0{ D\ Plan Ck. Deposit ' Date iOlzn( l( SWPPP JOB ADDRESS Tori I PHASE # |#Q^NI surrE#/sPACE#/UNrr# CONSTR. TYPE | OCC. GROUP CT/PROJECT # \m% # BEDROOn^S # BATHROOI^S TENANT BUSINESS NAME DESCRIPTION OF WORK: /ncluds Square f^Mt of A/fectedArea(s> pK6 f^^^jyc^^^/'^ Z'-^' -fo 1,(F9S 5P cFflrce s^fA^ EXISTING USE PROPOSED USE C GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES|~> AIR CONDITIONING YEsl FIRE SPRINKLERS YES| |NO| I CONTACT NAME (It Dlftannt Fom AlipHcant) APPLICANT NAME S2. ADDRESS ) C\ • F^ F TT z\v IT ADDRESS --• CTATC ' 71D NE ^ . TTT" _ . ilFAX ZIP PHOI^E PHONE EMAIL EMAIL PROPERTY OWNER NAME ADDRESS - CON' TOR BUS. NAME /, . ^ ^ ^ .•' 7>^(Si //sf ^ CITY STATE ZIP CITY ^ STATl ZIP PHONE FAX PHONE EMAIL EMAIL CITY BUS. LIC.#/^iL^^£' ^ J ARCH/OESIGNER NAME 4 ADDRESS., _ STATE UC.# , STATE UC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, priorto its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Cnapter 9. commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS' COMPEIMSATK Worksra' Compensation Dedaration/hereby affirm uncferpena/ly of pe//ury one of (hsMlbinngdeclara^ BI have and will maintain a certificate of consent to self-insure for workers' compensation as piovided by Section 3700 of the Later Code, fbr the perfonnance of the worit fbr which this permit is issued I have and will maintain woriters' compensation, as required by Secton 3700 of the Labor Code, for Ihe performance of Ihe worK for which this pennit is issued My workers' compensation ii^urance earner and policy number are: Insurance Co "p-/ %jATi OiUAc_ Policy No "7 Q ^<tyzy/^,^ "I // ( Expiration Date T> / pis section need not be completed if the pennit Is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the peifbnnance of Ihe wortt for which this pennit is issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensatkxi Laws of Califomia. WARNING: Failure to secure woitters' compensation coverage is unlawful, and shall subject an employer to criminal penalties and cK/il fines up to one hundred thousand dollars (£100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees. CONTRACTOR SIGNATURE danuges as provided for in 5e< •AGENT PATE /2- f. // / hereby affirm (hat / am exempt from Confracfor's Ucense Law tor the foikmng reason: I I I, as owner of the property or my emptoyees with wages as ttieir sole compensation, will do the work and the stmcture 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-bulkier will have the burden of proving that he dki not buikl or improve fbr the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to conslnjd the project (Sec. 7044, Business and Professions Code: The Contractor's Ltoense Law does not apply to an owner of pioperty who builds or Improves thereon, and contracts for such projects with conlractoits) lk:ensed pursuant lo the Contractor's License Law) I I I am exempt under Section _ .Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and matenals for constnjctron of the proposed property improvement I lYes I INO 2.1 (have / have not) signed an applicatkin for a buikling pennit for the proposed work. 3.1 have contracted with the foltowing person (firni) to provkle the proposed construdkxi (indude name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the folkiwing person to coordinate, sqieivise and provkle the major wixk (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the folkjwing persons to provkle the work indicated (indude name I address / phone / type of work): PROPERTY OWNER SIGNATURE •AGENT PATE COIMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration forni or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? I I Yes IXlNo Is the applicant or future building occupant required to obtain a pemiit fi om the air pollutton control district or air gualiW management disthct? I Ives "pi No Is the fadlity to be constmcted wilhin 1,000 feet of the outer boundary of a school site? I lYes FlNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUEP UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL PISTRICT. CONSTRUCTION LEND 4 1 hereby affimi that there is a constmction lending agency for the performance of the work this pennit is issued (Sec. 3097 (i) Civil Code). Lender's Name APPLICANT CERTl Lender's Address I certify that I have read the applicatton and state that the above information Is correct and that the infomiation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize repiBsentatlVB of the City of Carisbad to enter upon Itie above mentioned property fbr inspectkxi purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY 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 fbr excavalkins over S'ff deep and demctitkjn a consJucfcn of stmctures over 3 stories In height EXPIRATION: Every permit issued by ttie Buikling Officii upder ttie prcivisnns of this Code shall expire by limitation and become null and voiil if ttie buikling or worit auttxxized by such permit is not oonvnenced wittiin 180 days from Ihe date of such pemiit or if ttie tMvn^y^^^tfbnzy by such pemit is suspended or abandoned al any lime after ttie work is commenced for a perijd of 180 days Jgedkxi 106 4.4 Unilbrm Building Code). Inspection List Permit#: CB112307 Type: Tl INDUST GATZKE:SHELL TO OFFICE:7056 SF Date 09/18/2012 09/18/2012 03/14/2012 02/24/2012 02/21/2012 02/17/2012 02/13/2012 02/06/2012 01/31/2012 01/31/2012 01/23/2012 01/23/2012 01/23/2012 01/18/2012 01/18/2012 01/10/2012 01/10/2012 01/10/2012 12/28/2011 12/27/2011 Inspection Item 89 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Electrical Rough) Combo Interior Latii/Drywaii Rougii/Ducts/Dampers Frame/Steei/Boiting/Weldin Rougii Electric Rougii/Ducts/Dampers insulation interior Lath/Drywall Frame/Steei/Bolting/Weidin Rougii/Topout Rougii Electric Underground/Conduit-Wirin Underground/Under Floor Inspector MC MC MC MC PY MC MC MC MC MC MC MC MC MC MC MC MC MC MC Act Fi Ri PA NR PA NR AP AP WC PA PA PA PA WC PA PA AP PA AP AP Comments SEE CARD OK TO OCCUPY, SEE BACK OF CARD PER CONTRACTOR MINOR PICK UP, SEE CARD PER REVISED PLANS T-GRID ONLY LOBBY & RESTROOMS LOBBY HARD LID ONLY WALLS ONLY WALLS ONLY, SEE CARD WASTE/WATER WALLS ONLY CONDUIT ONLY @ CONFERENCE RM RESTROOMS, BREAKROOM & MOP SINK Wednesday, September 19, 2012 Page 1 of 1 EsGil Corporation In (Partnersliip with government for (BuMing Safety DATE: 11/29/11 •APPLICANT <FU JURIS> JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-2307 SET: II PROJECTADDRESS: 2762 Gateway PROJECT NAME: Gatzke Dillon fie Ballance - TI XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. • Thepla ns transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to tha applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 11/21/11 9320 Chesapeake Drive, Suite :208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiCding Safety DATE: 11/7/11 JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-2307 SET: I PROJECTADDRESS: 2762 Gateway PROJECT NAME: Gatzke Dillon fit Ballance - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X The applicant's copy of the check list has been sent to: Ware Malcomb / Kim Stone 6363 Greenwich Dr Suite 175, San Diego, CA 92122 I I 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: Kim Stone Telephone #: 858-638-7277 Date contacted:///-^/// (by:D|^) Email: kstone(a)waremalcomb.com Fax #: 858-638-7506 £ Mail»^ Telephone"^ Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ C] PC 10/31/11 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 11/7/11 11-2307 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 11-2307 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: VB ACTUAL AREA: 7056sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: YES OCCUPANT LOAD: 85 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/27/11 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/31/11 DATE INITIAL PLAN REVIEW COMPLETED: 11/7/11 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 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 2009 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. City of Carlsbad 11-2307 11/7/11 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 500# rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8 All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms and at all sinks shall be protected. 3. Please provide a roof plan showing the new roof mounted equipment and a service receptacle located less than 25' from the new equipment and GFCI protected. 4. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 5. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees by a device that conforms to ASSE 1070 or CSA B125.3; please provide the manufacturer's listing showing compliance. Detail how this temperature limitation is achieved. The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 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. City of Carlsbad 11-2307 11/7/11 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 11-2307 11/7/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 11-2307 PREPARED BY: Doug Moody DATE: 11/7/11 BUILDING ADDRESS: 2762 Gateway BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 7056 37.12 261,919 Air Conditioning Fire Sprinklers TOTAL VALUE 261,919 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Oieck Fee by Ordinance Type of Review: ^Repetitive Fee ~ Repeats 0 Complete Review • Other Q Hourly EsGil Fee n structural Only Hr @ * $1,330.66 $864.93 $745.17 Comments: Sheet 1 of 1 macvalue.doc + CITY OF BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 11 -2307 Date: 10/28/11 Project Address: 2762 GATEWAY APN: 213-263-08 Project Description: Tl Valuation: ENGINEERING Contact: Kathleen Lawrence Phone: 760-692-2741 Email: Kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 •i RESIDENTIAL IZ TENANT IMPROVEMENT r: RESIDENTIAL ADDITION MINOR (<$20,000.00) C CARLSBAD COMPANY STORES PlAZk CAMINO REAL LJ COMPLETE OFFICE BUILDING OTHER: OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: DATE: 10/28/11 Notification of Engineering APPROVAL has been sent to via on Page 1 of 1 E-36 REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Kathleen Lawrence Date: 10/28/11 GEO DATA: LFMZ: / B&T: Address: 2762 GATEWAY WAREHOUSE TO OFFICE BIdg. Permit#: CB 11-2307 Fees Update by: KML Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: OFFICE Types of Use: Types of Use: Types of Use: Sq.Ft./Units 7056 Sq.Ft./Units Sq.Ft./Units Sq,Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: 2.51 EDU's: EDU's: EDU's: Sq.Ft./Units 7056 Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units Types of Use: OFFICE Sq.Ft./Units 7056 ADT's: 106 Types of Use: Types of Use: Types of Use: FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ADT's ADTs ADTs ADT's 1. PARK-IN-LIEU FEE: NW QUADRANT ADTS/UNITS: | X 2. TRAFFIC IMPACT FEE: ADTS/UNITS: 106 | X 3. BRIDGE & THOROUGHFARE FEE: ADTS/UNITS: | X 4. FACILITIES MANAGEMENT FEE ADTS/UNITS: | X 5. SEWER FEE EDU's 2.61 BENEFIT AREA: H EDU's 2.51 |X 6. DRAINAGE FEES: PLDA: ACRES: I X 7. POTABLE WATER FEES: NE QUADRANT FEE/ADT: FEE/ADT: 93 DIST #1 FEE/ADT: ZONE: FEE/SQ.FT./UNIT: X FEE/EDU: 1096 .SE QUADARANT I =$ N/A =$ $9858 II DIST.#2 I =$ N/A |=$ N/A I =$ 2750.96 NO .SW QUADRANT L.DIST.#3 FEE/EDU: 873 I ^^HIGH FEE/AC: CliMED =$ 2191.23 UM =$ N/A LOW UNITS 1 CODE D5/8" CONN. FEE 3549 METER FEE 331 SDCWA FEE 4492 TOTAL I o 5 S S • • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 11-2307 Address 2762 Gateway Rd Planner Chris Sexton Phone (760) 602-4624 APN: 213-263-08 Type of Project & Use: H Net Project Density:n/a_Dy/AC Zoning: P-C General Plan: PI Facilities Management Zone: 17 CFD (in/out) #_Date of participation: Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: ^ Item CompleteQ^^yltem Incomplete - Needs your action Environmental Review Required: YES • NO \FF\ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES • NO E] TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES • NO Q CA Coastal Commission Authority? YES Q 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 • NO • 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!) \FF\ CH Inclusionary Housing Fee required: YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A • Rev 6/11 Site Plan ^ • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines lEI • • 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOQ • • • • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required, Required, Required Required. Required. 2. Accessory structure setbacks: Front: Required, Interior Side: Required, Street Side: Required, Rear: Required, Structure separation: Required. Shown. Shown, Shown. Shown. Shown Shown. Shown. Shown, Shown. Shown • • 3. Lot Coverage: Required. Shown 4. Height: 5. Parking: Required^ Shoyyn Spaces Required Shown ^ • • • • • (•)• • OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER J6([^^^)ATE// '^V '// (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) Please show the required number of parking spaces and the spaces provided. Please see attached example. Rev 6/11 Carlsbad Fire Department PWLDING DeFfo COPY Plan Review Requirements Category: TI, INDUST wDate of Report: 11-12-2011 Reviewed by: Name: Address: KIM STONE WARE MALCOMB 6363 GREENWICH DR STE 175 SAN DIEGO CA 92122 Permit #: CBI 12307 Job Name: GATZKE:SHELL TO OFFICE:7056 SF Job Address: 2762 GATEWAY RD CBAD <xxxxxxxxxxxxxxxxxxxxxxxyyxyxxxxxxxxxyxxxxxxxxxxx> /WW xxxxxxxxxxxxyxxxxxxxxxxxYxxxxxxxxxxxYyxxxxxxxxx)aYYYyx,xxxxxxxxxxx?(x Conditions; Cond: CON0005061 [MET] ** CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 11/12/2011 By: GR Action: AP RECOMMENDED FOR APPROVAL SLDG. DEPT COPV Page: 1 of 1 Daryl K. James & Associates, Inc. Checked by: Anne Marie Bland 205 Co//na Terrace Date: November 4. 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Ware Malcomb JURISDICTION: Carlsbad Fire Department PROJECT NAME: Gatzke PROJECT ADDRESS: 2762 Gateway PROJECT DESCRIPTION: CB112307 Tenant Improvement INSTRUCTIONS This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or ambland@pacbell.net CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: ANNE MARIE BLAND 4380 CARMEL DRIVE CARLSBAD, CA 92010 COMMENTS Ink Electric 7845 North Ave. Lemon Grove CA 91945 (619) 644-1684 I-ax (619) 644-1250 Contr. Lie. #388074 January 16, 2012 To Whom It May Concem: Ink Electric has install the engineered taps as provided by Pacific Electric, Inc. in an existing ITE underground pull section per the supplied drawings. All bolts were installed and torqued per the provided documentation which I have attached with this letter. Best Regards, Shaun Barber Ink Electric ^ z n > :« > p n > to o o 00 > ^ m Q U a JO > z o z o O _ z so S o o W o 3 o n ra a > z o m 8 7^ ra r-ra n H 7> m £ f;^ 5 « ° o S ^ o w O O m s 1 ^ s ? ? 5 D m _ Cfl ?S S § S s 2 £ ra — 2 ra ra ^ ra r 5 G > r ra-<! o -o -a > S 2 5 I n o O 0 • • • • • O q > % X _ w 0 P ^1 c: r-2 Q > 1 h H > H n: 2 > < K > S r-?3 O c m s: c Z ra ra 2 o > < ra 03 ra ra O 'TO H o n § o > G Q H I—I o n -0 H > S = H O ra o a io m -o q O 2 H •n ra O Z S H ra 'J a: O ra ^ o o ^ > z S 2 d ra 03 O JO m o S X ra H ra 5 CO z ra 0 ra ra c H O 1 ra ra o O S t—i H I c/3 CO Z n- > CD ra C z •< d TJ C W ra H n I O ra d 5 ?o S Z 5* G Z ra ra O > ra _ c o > S ra 03 ^ ra n H ra JO g5;ra -I ^ s c/3 D 2 n H o mora 5 -0 O id "' ra O •< < z S O ra H > ra ra 03 -I OS 03 O ra H ra X O ra JO ra ra I ra ra CD o O O CA g > > z n '=> ^ c ^ S ^ O ra z ^ raO n z H ^2 z o ra Z^ ra O 3§ CA ra H H ra 0 o 1 <: O s|i > !- ra JO ra n S=» =^ CA 2 Q >CA Z C ^ ^ 00 Tl V . ^ > < > <: O ra X r= Z O > O S > r- ra G H S o s Si Z a ^ > o JO ra a ra ' O 5 w m JO Z C o O ra ra CA ra rj ^ >Y -i 03 ra n S S =c t- 2 03 n z o > H > z 2 z o o H CO ra LUG BUS BUS CE > ra o — ON G 2 O w o KJ Lh 2 ra> O G 2 f-" ?r o 2 |g 3 > ra Z CA 2 •V ffl JO STAN 20V 3 U/G P -a STAN C -0 HASE 80 PL/ H4W 'LL SE > —j n ra Z ra d J° O o o 2 z Z 2 m ra G TRAL. ISTING PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, CA 92082 Tel (760)751-3300 STRUCTURAL CALCULATIONS GATZKE DILLON & BALLANCE Bressi Lot 40 -BLDG B T.I. 2K11-300 Sheets 1 thru 38 6 G6II a3<3> A. PRIME J0B:2K11-300 STRUCTURAL DATE:^l.2oiL ENGINEERS SHT-._ Untitled 2762 Gateway Road Carlsbad, CA Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1289801286335 Longitude = -117.24871158599852 Spectral Response Accelerations Ss and SI Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.094 (Ss, Site Class B) 1.0 0.415 (SI, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1289801286335 Longitude = -117.24871158599852 Spectral Response Accelerations SMs and SMI SMs = Fa X Ss and SMI = Fv x SI Site Class D - Fa = 1.062 ,Fv = 1.585 Period Sa (sec) (g) 0.2 1.162 (SMs, Site Class D) 1.0 0.657 (SMI, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude - 33.1289801285335 Longitude = -117.24871158599852 Design Spectral Response Accelerations SDs and SDl SDs = 2/3 X SMs and SDl = 2/3 x SMI Site Class D - Fa = 1.062 ,Fv = 1.585 Period Sa (sec) (g) 0.2 0.774 (SDs, Site Class D) 1.0 0.438 (SDl, Site Class D) Page 1 w WIND LOAD CALCULATION: METHOD 2-ANALYTICAL PROCEDURE (ASCE 7-05 §6.5.12.4) COMPONENTS AND CLADDING OF LOW-RISE BUILDINGS (ASCE 7-05 §6.5.12.4.1) PRIME JOIt^lMr^^^ STKllCTllRAl. ii,vTr: / --^^.V E.NGLNKKKS SHT: 7 ^ PROJECT DESCRIPTION: WIND DESIGN CRITERIA: BRESSI LOT 40 BLDG B BASIC WIND SPEED, Vjs (CBC 2010, FIG. 1609) 85 MPH DIRECTIONALITY FACTOR, Kd (ASCE 7-05, T. 6-4) 0.85 IMPORTANCE FACTOR, I (ASCE 7-05 T. 6.1) 1.00 EXPOSURE, (CBC 2010 §1609.4.3) B VELOCITY PRESSURE E/XPOSURE COEFF., KZ (ASCE 7-05 T. 6 0.70 TOPOGRAPHIC FACTOR, 1^ (ASCE 7-05 §6.5.7) 1.00 [KZT = 1.0 WILL BE USED. STRUCTURE IS NOT NEAR A RIDGE OR ESCARPMENT] MEAN ROOF HEIGHT, li 16.00 FT. ROOF ANGLE, 6 0.00 ° LEAST HORIZ. BUILDING DIM. 72 FT. a = 6.4 FT. OCCUPANCY CATEGORY II 102.4 Velocity Pressure, cj, = 0.00256 Kj-K.,-Kd-V=-l (Eq. 6-15) cih= 11.01 psf Int Pressure Coeff, GCpi = ±0.18 (Fig. 6-5) External Pressure Coefficient, GQ>(Fig. 6-11 A): Wind Zones (Fig. 6-11A) Effective Wind Area 10 ft^ 20 ft^ 50 ft' lOOft^ 200 ft^ 500 ft' Zone 4, 5 (+) 0.90 0.86 0.81 0.72 0.68 0.63 Zone 4 (-) -0.99 -0.95 -0.90 -0.81 -0.77 -0.72 Zone 5 (-) -1.26 -1.17 -1.04 -0.95 -0.86 -0.72 (Note: Where roof angle < 10°, GCp is reduced by 10%.) Design Wind Pressure on Wall Components and Cladding (Sec. 6.5.12.4.1): p = q, [(GCp)-(GCp,)] (Eq. 6-22) Effective Wind Area 10 ft' 20 ft' 50 ft' 100 ft' 200 ft' 500 ft' Zone4,5(+) 11.89 11.39 10.90 9.90 9.41 8.91 Zone4(-) -12.88 -12.38 -11.89 -10.90 -10.40 -9.90 Zone5 (-) -15.85 -14.86 -13.37 -12.38 -11.39 -9.90 6h- 6' .i^ic^ F>^< / r- rC ikEFJF-'IP 1 7^ ^4 PRIMEJcb: 1M(~7(^^ / \ STRUCIURAlDste:ii.l2f^/ fe!i&^l:4Ei^G!M£ERSshf ^ .. / r / F^ c: ,'t> a F-y/C'V 'Fc.y!> i .4 ^^7^ -^ F1^'- •< ^ WFFFF^^^-^-^' :j>EHGiuEER5sht ^ ^ i • • ^ rdcJC^, ^ ^psr''k'/^X /i^v^A^X ^_ 0^ 'Ff^<P I'' A' ^A.^ g>g^-^ JLI'LV cL^^.f^- PRIME"Ob: 'UFFi:F2F^ 14 STRUCTyRALDat9:iiii£fi 'i^ENGlNEERSsht: _i2__ ':0 f$f- / : /^^x '^?F^ >r 'C '"^^F^ •Vic/ 2K11-300 Gatzke roof screen - Horiz. IVlember PRIME J0B:2K11-300 STRUCTURAL MTE: 11-2011 ENGINEERS SHT: Overall Length of Beam; 8 ft. Aocial Load: 0 KIPS Deflection Limit: 350.0 86.2 Magnitude Location Mx (Max) 8.275 K-in 4.00 ft Vx (Max) 0.345 KIPS 0.00 ft 1 Required 1.0099 inM 4.00 ft ' Span Length (ft) i Load (PLF) Moment (K-in) Location (ft) Defl. Fact. (In) 1 8.00 i 86.2 8.275 4.00 -0.2693 4.00 Support Location (ft) Moment (K-in)[ Reaction (lbs) 1 2 0.00, 0.000 8.00 0.000 344.800 344.800 2K11-300 Gatzke roof screen Horiz. IVlember PRIME JOB STRUCTURAL DATE: ENGINEERS SHT 2K11-300 11-2011 Member: C358-158-18 Manufacturer: Generic 97 Yield = 33.0 KSI Configuration: Boxed Dimensions Gross Properties Loads and Bracing Depth 3.6250 in Area = 0.67 in2 Axial: Flange 1.6250 in Ix 1.41 in4 P = 0.00 KIPS Lip 0.5000 in ly 1.05 in4 KxLx = 96.00 in Bend 0.0938 in Rx 1.44 in KyLy -96.00 in t 0.0450 in Ry 1.25 in KtLt = 96.00 in Punch 1.5000 in Cw 0.00 in6 Bending: Wlip 0.3612 in Jx10E3 = 0.00 in4 Mx = 8.28 K-in Wflg 1.3475 in Xo 0.00 in KLx = 96.00 in Wweb 3.3475 in Ro 0.00 in KLy = 96.00 in Beta 0.00 KLt = 95.00 in BENDING ANALYSIS Find effective section at stres,3 Fy = 33.00 KSI elip = 0.361 in; eWeb = 1.848 in; Eq. C3.1.1-1 Mn = SeFy = 25.58 K-in Eq. C3.1-1 Ma = Mn/1.67 = 15.04 K-in Sc = 0.761 in'^3 With 1/3 stress increase Ma = 20.06 K-in SHEAR ANALYSIS h/t < 1.38 * (5.34 'E/Fy)" Va = 3.51 KIPS 5. Therefore Va = Min (.38 *t'^2(5.34*E/Fy) .5 , .4 * Fy * h * t) With 1/3 stress increase = 4.68 KIPS 2K11-300 Gatzke roof screen PRIME JQB:2K11-300 WJ£^ STRUCTURAL 11-2011 ENGINEERS SHT:. Horiz. IVlember t Web Crippling Analysis Member: C358-158-1 8 Manufacturer: Generic 97 'ield = 33.0 KSI Configuration: Boxed Support Location (ft) Bearing Wdth (in) Reaction (lbs) Equation Number Pa (lbs)_. Mx CK-in) Combined Bend-WC Stiffener Required? 1 2 0.00 8.00 1.0 1.0 344.8 344.8 C3.4 -1 C3,4 -1_ 320.1 320.1 0.00 0.00 0.65 0.65_ No ' No Pt Load Location (ft) Bearing W\dih (in) Load (lbs) _ Equation Number " Pa .Jlbs)__. Mx Combined Bend-WC Stiffener Required? . ...... J 1 C 3.4-1: Where: Pa t2kC3C4(179 Web Crippling Equations 0.33h/t) [1 + 0.01 (N/t)] Pa = Allowable concentrated load or reaction per web, lbs C3 = (1..33 - 0.33k) 1.000 C4 = 0.50 < (1.15-0.15R/t)<= 1 0.838 = Design yield stress of the web 33 KSI h = Depth of flat portion of web 3.348 inches k = F /33 1.000 m = t/0.075 0.600 t = Web thickness 0.0450 inches R = Inside bend radius 0.0938 inches N = Bearing width, inches Ma = Allowable bending moment 15.0419 K-in Combined bending and web crippling: 1.2 |P / Pa| + |M / Ma| <= 1.5 (Eq. C3.5-1) 2K11-300 Gatzke roof screen -VERT. MEMBER PRIME JQB:2K11-300 STRUCTURAL DATE: 11-2011 ENGINEERS SHT: / o Overall Length of Beam; 6 ft. /\xialLoad: 0 KIPS Deflection Limit: 240.0 i 0 1 2 370 1 370 Mx (Max) Vx (Max) I Required S^an { Length (ft) 1 I 4.00 i Magnitude 8.880 K-in -0.370 KIPS 0.6502 in'^4 Location 4.00 ft 2.00 ft 6.00 ft Load(PLF) 0.0 Moment (K-in) | Location (ft) Defl. Fact, (in) Location (ft) -8.880 6.001 6.01841 ' 2.82 Support Loc. Moment Reaction Pt Load Loc. Mag. Moment (ft) (K-in) (lbs) 1 (ft) (lbs) (K±n) 1 0.00 0.000 0.000 1 j 2.00 370.0 0.000 2 4.00 -3.880 740.000 2 1 6.00 370.0 0.000 Right Overhang Deflection ,-actor: -0.1300 2K11-300 Gatzke roof screen -VERT. MEMBER KJ^ PRIME J0B:2K11:300 ^ STRUCTURAL DATE: VLM^ ENGINEERS SHT: •/ Member: C358-158-18 Manufacturer: Generic 97 Yield = 33.0 KSI Configuration: Boxed Dimensions Gross Properties Loads and Bracing Depth 3.6250 in Area = 0.67 in2 Axial; Flange 1.6250 in Ix 1.41 in4 P = 0.00 Lip 0.5000 in ly 1.05 in4 KxLx = 72.00 Bend 0.0938 in Rx 1.44 in KyLy = 72.00 t 0.0450 in Ry 1.25 in KtLt = 72.00 Punch 1.5000 in Cw 0.00 in6 Bending: Wlip 0.3612 in Jx10E3 = 0.00 in4 Mx = 8.88 Wflg 1.3475 in Xo 0.00 in KLx = 72.00 Wweb 3.3475 in Ro 0.00 in KLy = 72.00 Beta 0.00 KLt = 72.00 BENDING ANALYSIS Find effective section at stress Fy = 33.00 KSI eLip = 0.361 in; eWeb = 1.848 in; Eq.C3.1.1-1 Mn = SeFy = 25.58 K-in Eq. C3.1-1 Ma = Mn/1.67 == 15.04 K-in KIPS in ^ in 1 in ./ K-in J in>^^OJ^^^' in/ '.9 Sc = 0.761 in'^3 With 1/3 stress increase Ma = 20.06 K-in SHEAR ANALYSIS h/t < 1.38 * (5.34 *E/Fy) Va = 3.51 KIPS .5. Therefore Va = Min (.38 *t'^2(5.34*E/Fy) .5 , .4 * Fy * h * t) With 1/3 stress increase = 4.68 KIPS 2K11-300 Gatzke roof screen -VERT. MEMBER PRIME J0B:2K11-300 ^ STRUCTURAL DATE:JJ^Q1^ 'j3^ ENGINEERS SHT:__I_^ Web Crippling Analysis Member: C358-158-18 Manufacturer: Generic 97 Yieldj=_33.0J<SI Configuration: Boxed NOTE: Allowable web crippling and bending moment include 1/3 stress increase factor. Web Crippling Equations C 3.4 -1: Pa = t2kC3C4 (179 - 0.33h/t) [1 + 0.01 (N/t)] C 3.4 -4: Pa = t^kC^Cg (291 - 0.40h/t) [1 + 0.007(N/t)] When N/t > 60, the factor [1 + 0.007(N/t)] may be increased to [0.75 + 0.11 (N/t)] Where: Pa = Allowable concentrated load or reaction per web, lbs '1 (1.22-0.22k) (1.06 - 0.06R/t) <= 1 C3 = (1 ..33 -0.33k) C4 = 0.50 <(1.15-0.15R/t)<=^1 Fy = Design yield stress of the web h = Depth of flat portion of web k = Fy / 33 m = t/0.075 t = Web thickness R = Inside bend radius N = Bearing width, inches Ma = Allowable bending moment 1.000 0.935 1.000 0.838 33 KSI 3.348 inches 1.000 0.600 0.0450 inches 0.0938 inches 20.0558 K-in Location Bearing Reaction Equation Pa Mx Combined Stiffener Supp^ort (ft) Width (in) Number „ (Ibs)^ .(.K-in)„ Bend-WC Required? 1 i 0.00 2.6 0.0 N/A" N/A 0.00 N/A ~N/A 2 ! 4.00 2J) 740.0 C3.4- 4 864.7 -8.88 0^96^ No 1 Location Bearing Load Equation Pa Mx Combined Stiffener Pt Load 1 (ft) Width (in) (lbs) Number Ilbs)_ (K-in)„ Bend-WC Required? ' '1 1 2.00 2.0 370.0 C3.4 - 4 864.7 0.00 0.26 No 2 6.00 6.0 370.0 -1 J14.9__ 0.00 0.27 No Combined bending and web crippling: 1.2 jP / Pa| + |M / Ma| <= 1.5 (Eq. C3.5-1) ^ PRiiVIEJob; ILFmF ^«^£NOiNEER$sht: , CM S E c ^ S Q c/3 W -J CO u c . \ A. y >< 0--! > I N § Ul 53 5? ri-* Company Designer Job Number T22 PRIME J0B:2K11-300 VJ^. STRUCTURAL DATE: 11-2011 ENGINEERS SHT: /-^ Nov 3, 2011 10:25 PM Checked By:, Label X[in] Y [inl , Temp [F] 1 Nl 0 31.856 0 2 N2 30 32.481 0 3 N3 72 33.416 0 4 N4 111 34.231 0 5 N5 150 35.044 0 6' N6 189 35.856" 0 7 N7 228 36.731 0 8 N8 267 37.606 0 9 N9 306 38.356 0 16 N10 . -39.231 0 11 Nil 384 40.044 0 J 12 N12 423 40.856 [ 0 13 N13 462" 40.044 0 14 N14 501 ^ 39.231 0 15 N15 540 38.356 0 . 16 • •• N16 579 37.606 0 1 17 N17 618 36.731 0 18 N18 657 35.856 0 19 N19 696 35.044 0 20 N20 735 34.231 0 21 N21 774 33.416 0 22 N22 816 32.481 0 23 N23 846 31.856 0 24 N24 48 0 ~o" 25 N25 111 0 0 N26 ^ 189 0 0 27 N27 267 0 0 28 N28 345 0 0 29 N29 423 0 0 30 N30 501 0 ' 0 31 N31 579 0 0 32 N32 657 0 33 N33 735 0 0 34 N34 798 0 0 Joint Boun<Jarv Conditions 1 Joint Label ___N1 X [Win] . Reaction Ji23 . ..Y [k/in], Rea_ctipn_, . Reaction _RotatLQn[ltft/rad] _ _Fpoting 5as/c Load Cases __BLC Description _ RQOFPL ROOF LL SELF C_ategojy_ None 1000# POINT LOAD NEW MECH LOADS^ NEW ROOF SCREEN None. None None _Np^ne_ ._None__ _X Gravity ^ _Y Gravity^ Joint Point -1 _D[strlbuted_ 22 2 2 Load Combinations Description 1 ' DL + LL Solve PDelta ilRSS BLC Fact..BLC Fact..BLC Fact..BLCFact..BLC Fact^BLC£act..BLC Fact..BLC Fact... JZYes_ i [ ] 1 1 1 I 2 i 1 ISM 141 i'l I ! "T r j i'' I RISA-2D Version 10.0.0 [\...\...\...\...\2011\2K11-300 Gatzke - Bressi Lot 40 bidg B\RISA\T22.r2d] Page 1 Company Designer Job Number A' Fi PRIME J0B:2Kn-300 STRUCTURAL DATEM 1-2011 ENGINEERS SHT: /•'..' T22 Nov 3, 2011 10:25 PM Checked By:. Load Combinations (Continued) Description 2 1DL + LL +NEW EQUIP.. Solve PDelta SPSS BLC Fact..BLC Fact.BLC Fact..BLC Fact..BLC Fact..BLCFact..BLC Fact..BLC Fact.. Yes I ' ! 1 I 1" j 2 M i 5 i 1 16 1 I i j I i ' I 1 Joint Reactions LC Joint Label X[k] Y[k] MZ [k-ft] 2 Ni 0 9.184 0 I i 2 !• 2 _ . 0 9.144 • ^::F—n 3 2 Totals: 0 18.328 ^4 : 2 COG (in): X: 422.086 Y: 36.451 LC Member Label Sec Axial[k] Shearfk] Moment[k-ft] 1 2 > Ml 1 13.017 .286 ' .02 2 2 13.014 .142 -.114 3 3 13.011 -.002 -.158 4 4 13.008 -.145 -.112 5 5 13.005 -.289 .024 6 2 1 " 12.685 .333 .049 7 , 2 12.68 .131 -.154 8 • 3 12.676 -.07 -.181 9 4 12.671 -.271 -.032 10 5 12.667 -.472 .293 1 11 2 M3 1 26.339 .445 .305 J Fn--2 26.335 .258 .02 1 13 3 26.331 .071 -.114 14 4 26.327 : -.116 -.095 15 5 26.323 -.303 .075 16 2 M4 1 26.354 .36 ' .099 17 2 26.35 .174 -.118 18 3 26.346 -.0.13 -.183 ' 19 4 26.342 -.2 -.097 1 ^20 5 26.338 -.707 ^-•ir-t^- .302 • ••: 1 21 2 M5 1 38.439 .476 .32 22 • 2 38.435 .29 .009 F 23 ^ 3 38.431 .103 -.15 24 1 . 4 : 38.427 -.084 -.158 1 25 5 38.423 -.271 -.013 26 2 M6 " " • 1 38.449 .297 .006 1 L27 2 38.445 .11 1 -.16 28 3 38.441 -.076 ' ••?rsm.-- m. -.174 . . 29 4 38.437 -.263 -.035 1 30 .- 5 38.432 -.45 .255 31 2 M7 1 45.914 .527 .283 32 2 • 45.91 .34 ^ -.069 33 3 45.906 .153 -.269 34 V 4 45.902 -.409 -.263 35 5 45.898 -.595 .145 36 2 M8 1 45.919 .38 .149 ! 37 2 45.915 .193 -.084 38 3 45.911 v:-; •)•: .007 -.165 39 4 45.908 -.18 -.095 40 : / 5 45.904 -.367 .128 41 2 __F_. M9 1 48.85 .383 .131 1 42 ! 2 48.846 .196 -.105 1 43 3 48.842 .009 -.188 i 44 i 4 48.838 -.178 -.12 1 RISA-2D Version 10.0.0 [\...\...\...V..\2011\2K11-300 Gatzke - Bressi Lot 40 bIdg B\RISA\T22.r2d] Page 2 Company Designer Job Number PRIME J0B:2K11-3do STRUCTURAL DATEM 1-2011 ENGINEERS SHT T22 Nov 3, 2011 10:25 PM Checked By: Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialfk] Shearfkl Moment[k-ft] \ 45 "5 48.833 -.365 .101 46 V."'^-'";. :-M10 •">-:r'''^-. ••T;.'V •• 48.849 .37 • '.102 '.v.'--:;--- 47 2 48.845 .183 -.123 48 3 48.841 -.003 -.196 ' 49 4 48.837 -.19 -.117 i 50 5 48.833 -.377 .114 Lsi _.2__ M11 1 48.373 .35 .105 52 2 ~ 48.369 .164 -.104 153 3 48.365 -.023 -.161 , .. 4 48.361 -.21 -.066 ! 55 5 48.357 -.397 .18 ^ : 58 2 M12 1 48.358 .4 .181 ; 57 2 48.362 .213 -.068 h—" 58 3 48.366 .026 -.165 59 4 48.369 -.161 -.11 _S.O 5 48.373 -.348 .097 161 2 M13 1 48.852 .375 .10'9 : 62 • 2 48.856 .188 -.12 i 63 3 48.86 .001 -.197 84 1— • 4 48.864 -.185 -.122 65 5 48.868 -.372 .105 66 2 M14 1 48.853 .367 .103 67 2 48.857 .18 -.119 68 3 48.861 -.007 -.189 i 69 4 48.865 -.194 -.108 1 70 5 48.87 -.381 .126 . 1 1 71 2 Ml 5 1 45.964 .363 .122 • "72 2 45.968 .176 -.097 1 73 3 45.972 -.011 -.164 .:c4'.; - 45.975 -.198 -.079 M 75 5 45.979 -.385 .158 ! 76 2 M16 1 45.954 .592 .149 1 77 2 45.958 .405 -.256 i 78 3 45.962 ::i42" -.269 79 ^ 4 45.966 -.329 -.078 80 • 5 45.97 -.516 • • • • .266 :--.:.J.:::'. i ': 81 2 M17 1 38.59 .427 .235 82 • 2 38.594 .24 -.036 •-•'^s'v^''- ^!''• 83 3 38.598 .053 -.155 L84 4 38.603 -.134 -.123 85 5 38.607 -.321 .062 1 86 2 M18 1 38.577 .563 .048 87 2 38.581 .056 -.234 88 3 38.584 -.13 -.204 89 4 38.588 -.317 -.022 L__96 5 38.592 -.504 .312 91 2 M19 1 26.197 .433 .262 92 2 26.201 .246 -.014 93 3 26.205 .06 -.138 94 4 26.209 ... -.127 -.111 95 5 1 26.213 -.314 .069 96 2 M20 1 26.185 .292 .048 97 2 26.189 .106 -.114 98 3 26.193 -.081 -.124 99 4 26.197 -.268 .018 IOOI 5 26.201 -.455 .312 J01 ^2 M21 1 12.61 .474 .299 RISA-2D Version 10.0.C [l..\...\...\...\2011\2K11-300 Gatzke - Bressi Lot 40 bldg B\RlSA\T22.r2d] Page 3 Company Designer Job Number T22 PRIME J0B:2K11-310 STRUCTURAL DATF.: 11-201 ENGINEERS SHT Nov 3, 2011 10:25 PM Checked By:. Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialfkl Shearfkl Momentfk-ftl |102 2 12.614 .273 -.028 1 103 3 12.619 .072 -.179 104 4 12.623 Tl3 -.153 i 105 5 12.628 -.331 .048 106 2 , 7 M22 1 12.947 .289 .023 ' 107 2 12.95 .145 -.113 108 3 12.953 .oof -.158 109 4 12.956 -.143 -.114 110 . 5 12.959 -.286 .02 1 111 2 M23 1 -18.405 .025 .038 1 ; 112 2 -'-18.405 .025 ;, .006 113 3 -18.405 .025 -.027 114 4 -18.405 .025 -.06 1 115 5 -18.405 .025 -.092 i 116 2 M24 1 -33.188 .015 -.016 ! 117 2 -33.188 .015 -.041 [II8 -33.188 .015 -.065 1 119 4 -33.188 .015 -.09 I 120 5 -33.188 .015 -.114 -.r. " i 121 2 M25 1 -42.774 .008 -.052 i 122 2 -42.774 .008 -.065 ' p23 3 -42.774 .008 -.079 i 124 4 -42.774 .008 . • -.093 ' 125 5 -42.774 .008 ' -.106 1 ' 126 ~2 M26 1 -48.034 .002 -.084 1 127 2 -48.034 .002 -.087 1 128 • 3 -48.034 .002 -.09 i 129 4 -48.034 .002 -.093 i 130] 5 -48.034 _.. MZ -.096 Ll31 M27 1 -48.926 -.004 -.091 132 2 -48.926 -.004 -.084 L133 3 -48.926 -.004 -.077 ! 134 F/_'.-^-',. • 4 -48.926 -.004 V -.07 r 135 5 -48.926 -.004 -.063 136 2 M28 1 -48.934 .004 -.067 i 137 2 -48.934 .004 -.073 - 138 3 -48.934 .004 -.08 1 139 4 -48.934 .004 -.086 ! 140 5 -48.934 .004 -.092 1 141 2 M29 1 -48.062 -.003 -.097 i 142 2 -48.062 -.003 -.093 143 3 -48.062 -.003 -.088 ,144 4 -48.062 -.003. -.084 '145 5 -48.062 -.003 -.079 146'^ 2 M30 1^ -42.861 -.008 -.109 147 2 -42.861 -.008 -.095 148 149 * 3 4 -42.861 . -42.861 ' T.ooa.., -.008 -.081 -.06"8 1 150^ ; 5 -42.861 -.008 -.054 ' 151 2 M31 1 -33.069 -.017 -.119 152 1 2 -33.069 -.0T7 -.091 153 3 -33.069 -.017 -.064 154 4 -33.069 -.017 -.036 1 155 5 -33.069 -.017 _ -.009 I 156 2 M32 1 -18.322 -.025 -.094 n J57 2 -18.322 -.025 -.061 i 158 "3"^ -18.322 -.025 -.028 J RISA-2D Version 10.0.0 [\...\...\...\...\2011\2K11-300 Gatzke - Bressi Lot 40 bldg B\RlSA\T:22.r2d] Page 4 Company Designer Job Number T22 PRIME J0B:2K11-3d0 STRUCTURAL DATE-. 11-201 ENGINEERS sm:_l£. Nov 3, 2011 10:25 PM Checked By:. Member Section Forces (By Combination) (Continued) LC Member Label Sec Axialfkl Shearfk] Monnent[k-ft] 159 4 i -18.322 -.025 .005 160 161 2" r 5 ' 1 -18.322 . -.025— .039 160 161 2" M33 1 1 .663 -.016 -.026 162 2 .663 -.016 -.013 163 3 .663 -.016 0 164 vfi-r-' '- . •• 'TV'. .663 S -.016 ^5";- .014 ' : - 165 5 .663 -.016 .027 166 2 M34 1 -7.027 0 -.003 167 2 -7.027 0 -.003 il6.§- 169 3 -7.027 0 . -.004 il6.§- 169 4 -7.027 0 -.004 170 5 -7.027 0 -.005 1 171 172 2 M35_„ 1 .631 -.012 -.019 1 171 172 2 .631 -.012 -.009 173 3 .631 -.012 .001 174 .,4...... .631 T -.012 .011 1 175 5 .631 -.012 .022 176 2 ^ M3'6 1 -4.272 -.001 -.009 177 2 -4.272 -.001 -.007 178 3 -4.272 -.001 -.005 179 4 -4.272 -.001 -.003 180 5 -4.272 -.001 -.002 181 2 M37 1 .829 -.003 -.007 182 2 .829 -.003 -.004 183 3 .829 -.003 -.001 , 184 4 .829 -.003 .002 185 5 .829 ^ -.003 .005 f 186 2 ^ M38 1 -1.095 0 -.006 1 187 2 -1.095 0 . -.005 .188 3 -1.095 0 -.005 189 4 -1.095 0 -.004 190 5 •^ -1.095 0 -.004 1 191 2 M39 1 .657 0 -.001 ^L92_ 2 .657 ;v,t 0 193 3 .657 0 0 194 4 .657 0 .001 195 5 .657 0 .002 196 M40 1 .606 .015 .024 197 2 .606 .015 .012 198 3 .606 .015 199 4 .606 .015 -.012 20W\ 5 .606 .015 -.024 ' 201 2 M41 1 -7.399 0 .007 202 2_ -7.399 0 .006 '^'-f •.' 1- 203 3 -7.399 0 .005 204 4 -7.399 0 .004 205 .5 -7.399 0 .002 1 206 2^ M42 1 .947 .01 .017 207 2 .947 .01 .009 _208 3 .947 .01 ; 6"'I 209 4 .947 .01 -.008 210 5 .947 .01 -.016 211 2 M43 1 -4.229 .001 .009 212 2 -4.229 .001 .007 213 3 -4.229 .001 .005 214 4 -4.229 .001 .004 215 5 -4.229 .001 .002 RISA-2D Version 10.0.0 [\...\...\...V..\2011\2K11-300 Gatzke - Bressi Lot 40 bldg B\RlSAVT22.r2d] Page 5 Company Designer Job Number PRIME J0B:2K11yi00 STRUCTURAL DATE: 11-2011 ENGINEERS SHT:. T22 Nov 3, 2011 10:25 PM Checked By: Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialfkl Shearfkl Momentfk-ftl 216 2 M44 1 -1.082 '""^ 0 .006 217 2 -1.082 0 .005 :218 f- -1.082 0 .005 ' 219 4 -1.082 0 .004 220 5 -1.082 0 .6o"4 ; 221 2 M45 1 .662 0 .001 222 2 .662 0 0 i ! 223 3 .662 0 0 224 4 .662 0 -.001 225 5 .662 0 1 -.002 ' 226 "2 "M46 1 .849 0 .662 1 227 2 .849 0 .003 '228 3 .849 0 .003 1 229 4 .849 0 .004 1230 5 .849 0 .005 ' 23LL .^2__ M47 1 -1.217 0 -.001 232 2 -1.217 0 _0 1 233 3 -1.217 0 0 1234 ,__4 -1.217 _ _.0, 0 235 5 -1.217 0 .001 236 2 M48 1 .716 -.014 -.022 237 2 .716 -.014 -.009 i 238 3 .716 -.014 .004 I239 4 .716 -.014 .016 240 5 .716 -.014 .029 241 2 M49 1 .713 .014 .021 1 242 2 .713 -• .014 .009 : 243 3 .713 .014 ' -.004 244 4 .713 ^ .014 ._U -.016 1 245 5 .713 .014 ; -.028 246 2 M50 1 -10.428 -.061 i -.006 1 ^247 2 -10.428 -.001 -.004 ^48 ' •"-; -p-. . - • ; -10.428 -.001 -.003 249 4 -10.428 -.001 -.001 250 5 -10.428 -.001 0 251 2 M51 1 3.006 -.003 .002 252 : : . , 3.006 -.003 .007 ~. , ; 253 3.006 -.003 .011 254 4 3.006 -.003 .015 ,255 5 3.006 -.00.3_ .02 256 2 M52 " 1 .161 .001 .016 .257 2 .161 .001 .014 258 3 .161 .001 .012 . 259 4 , .161 .001 .01 260 5 • 1 .161 .001 .008 261 2 M53 1 .839 0 -.006 262 2 .839 ; ? 0 -.007 1 263 3 .839 0 -.008 264 4 ' .839 0 -.009 265 5 .839 0 -.01 266 2 M54 1 -10.355 .001 .006 267 2 -10.355 .001 .005 268 ;•" - ;'• i;;.';'v;X;.;' •';'•:.'!• -10.355 .001 ^ .003 269 1 4 -10.355 .001 .002 : 270 5 -10.355 .001 0 i 271 2 M55 1 2.962 .003 -.002 i 272 • 2 2.962 .003 -.667 R1SA-2D Version 10.0.0 [\...\...\...\...\2011\2K1 1-300 Gatzke - Bressi Lot 40 bldg B\RISA\r22.r2d] Page 6 Company Designer Job Number PRIME J0B:2K1i;300 STRUCTURAL HATE: 11-2611 ENGINEERS SHT:. T22 Nov 3, 2011 10:25 PM Checked By: Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialfkl Shearfkl Moment(k-ft] 273 I 3 2.962 .003 -.011 274 ; .' 4 > 2.962 1 .003 -.015 275 5 2.962 ! .003 -.019 ^ 276 2 M56 1 .143 1 -.002 -.016 277 2 .143 i -.002 -.014 278 3 .143 ! -.002 -.012 279 4 .143 • -.002 -.01 280 5 .143 -.002 -.008 281 2 M57 1 9.815 - 006 -.012 -.008 L2.82 2 9.815 -.006 -.012 -.008 283 3 9.815 -.006 -.003 284 4 , - 9.815 ii" -.006 .002 285 5 9.815 -.006 .007 286 2 -" M58 1 9.77 .006 .013 287 2 9.77 .006 .008 '288 L-_3 • : 9.77 .006 .003 • " • ^289 4 9.77 .006 -.002 [290 5 9.77 .006 -.008 291 2 M59 1 9.191 -.016 -.06 292 2 9.191 -.016 -.04 293 3 9.191 -.016 -.021 294 4 9.191 -.016 -.002 295 5 9.191 -.016 .018 296 "2 MOO r' r 9.212 .025 .048 297 2 9.212 .025 .018 298 L ..3 9.212 .025 -.012 299 4 9.212 .025 -.043 ^ 300 5 9.212 .025 -.073 301 2 M61 1 5.957 -.016 -.056 .302 2 5.957 . -.016 -.036 303 3 5.957 - 016 -.016 304 r 4 5.957 -.016 .004 -305 5 5.957 -.016 .024 1 306 2 M62 1 5.861 .017 .026 307 2 5.861 .017 .005 i 308 3 5.861 .017 - -.016 . ^309 4 5.861 .017 -.037 ' 310 ^•5 5.861 .017 -.058 311 2 M63 1 J -15.61 -.006 -.02 312, : 2 . -15.61 -.006 ^ -.013 313 3 -15.61 -.006 -.007 314 : ... y .... 4 * -15.61 • -.006 0" 315 5 -15.61 -.006 .007 ; u3i@_i FI2.F M64 1 -15.54 .006 .007 ] 317 2 -15.54 .006 0 318 3 -15.54 .006 : ^:007 •: 319 4 -15.54 .006 -.013 320 5 -15.54 .006 -.02 1 321 2 M65 1 .83 .008 .01 ' -322 2 .83 .008 .003 1 323 3 .83 .008 1 -.003 1 324 1~4 " .83 .008 -.01 ! 325_, 5 .83 .008 -.016 1 R1SA-2D Version 10.0.0 [\...\...\...\...\2011\2K1 1-300 Gatzke - Bressi Lot 40 bldg B\RlSA\T22.r2d] Page 7 PRIME Job: 2K11-300 S'RUCTURAL ^ sou ENG|i\EER3 srx SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES (2005 SJI-LH/DLH-1.1) (ASD - ALLOWABLE STRESS DESIGN) Description: CHECK EXIST. JOIST T22 W/ NEW MECH UNITS + NEW ROOF SCREEN CHORD PROPERTIES: TOP CHORD: LL BOT CHORD; LL 2.50 X 2.00 X Area Top Chord 2.030 in^ Bottom Chord 1.613 in' CHORD DESIGN CRITERIA: 2.50 X 2.00 X Rxx 0.775 0.614 0.212 0,213 Ryy 1.431 1.241 Chord Gap = 1.00 in Fy = 50 ksi E = 29000 ksi Rz 0.493 0.393 S.top 1.733 0.428 TC Interior Panel S.bot 0.678 1.051 Q 0.968 PANEL CHECK TC Interior TC End Panel L Panel TC End R Panel BC Interior Panel Ix Ly Iz Filler Axial Force, P: Panel Pt, M • Mid Panel, M ; Kx^ Ky; Kz : Max KL/R • KL/R Check • ALLOWABLE STRESSES: Length corr. to R:c in plane of joist Fixed at 36" per §103.3 Length corr. to Rz of joist (for Fa see Table 103.3-1) (for Fa sea Table 103.3-1) (for Fa sea Table 103.3-1) (for F'e see Table 103.3-1) 42.00 in 36.00 in 42.00 in NO -126671b 3516 in-lb 2172 in-lb 0.00 0.00 0.75 0.75 63.84 OK 39.00 in 36.00 in 19.50 in YES -48850 lb 1572 in-lb 2256 in-lb 0.75 1.00 1.00 0.75 39.52 OK 30.00 in 36.00 in 30.00 in NO -13017 lb 588 in-lb 1896 in-lb 0.00 0.00 1.00 1.00 60.80 OK 30.00 in 36.00 in 30.00 in NO -129591b 276 in-lb 1896 in-lb 0.00 0.00 1.00 1.00 60.80 OK 4.7lV(E/QFy) = Fe = Fcr = MP Axial, Fa = PP Axial, Fa = Bending, Fb = Tension, Ft = PANEL POINT CHECK: 78.00 in 78.00 in 78.00 in NO 48934 lb KL/R£4.71%'[EQFy] KLyR>4.71\'[E Q Fy] Tj^EllKUrY = : Fcr = Q [0.658'*(Q Fy/Fe)] Fy : Fcr=0.a77 Fe 0.6Fcr = 0.6Fy = O.SFy = 0.6-Fy = 115 115 115 70233 psi 183270 psi 77432 psi 36269 psi 21761 psi 30000 psi 30000 psi 43330 psi 25998 psi 30000 psi 30000 psi 37255 psi 20117 psi 27000 psi 27000 psi 115 77432 psi 37255 psi 20117 psi 27000 psi 27000 psi 30000 psi 30332 psi 30332 psi 1.011 OK Axial Stress, fa = Axial Check = fa / Fa < 1.0 fb.bot = Bending Check = fb / Fb s 1.0 fa + fb = Panel Pt Chk = MID-PANEL CHECK: P/A = M / S.bot = (fa+fb)/(0.6 Fy) = (fa+fb)/(0.6Fy)<1.0 = -6240 psi -24063 psi -6412 psi; OK -5184 psi OK 11423 psi 0.381 OK OK -2318 psi OK 26380 psi 0.879 OK OK -857 psij OK; 7279 psi: 0.27o! O -6383 psi OK -407 psi OK 6790 psi 0.251 OK fa = fb.top = F'e = Cm -• Mid Panel Chk = P/A = M / S.top = •n'-EI[KURx]' -• End Panel: 1-0.50fa/F'e Interior Panel: 1-0.67fa/F'e = Cmfb/l(1-1.67fa/F'e)QFb] = fa/Fa > 0.2: fa/Fa+ 8/9 [Cm fb...l fa/Fa < 0.2 :fay(2 Fa) + [Cm-fb...] = Unity Check S 1.0 = -6240 psi -1254 psi 173153 psi 0.976 0.045 0.327 OK -24063 psi -1302 psi 200817 psi 0.920 0.052 0.971 OK -6412 ps( -1094 psi 190901 psi 0.98;^ 1 0.044 i 0.357 OK -5383 psi -1094 psi 190901 psi 0.983 0.044 0.356 OK 30332 psi 1.011 OK PRIfylE Job: 2K11-300 ENGINElERS Sft: o SJI STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES (2005 SJI-LH/DLH-1.1) (ASD - ALLOWABLE STRESS DESIGN) Description: CHECK EXIST. JOIST T22 W/ NEW MECH UNITS + NEW ROOF SCREEN CHORD PROPERTIES: TOP CHORD: LL 2.50 X 2 50X 0.212 Chord Gap = 1.00 in BOT CHORD: LL 2.00 X 2 00X 0.213 Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Rz S.top S.bot Q Top Chord 2.030 in' C.775 1.431 0.493 1.733 0.678 0.968 Bottom Chord 1.613 in' 0.614 1.241 0.393 0.428 1.051 PANEL CHECK TC Interior TC Interior TC End TC End BC Interior CHORD DESIGN CRITERIA: Panel Panel L Panel R Panel Panel Lx = Length corr. to Rx in plane of joist = 42.00 in .39.00 in 30.00 in 30.00 in 78.00 in Ly = Fixed at 36" per §103.3 36.00 in 36.00 in 36.00 in 36.00 in 78.00 in Lz = Length coi r, to Rz of joist = 42.00 in 19v50 in 30.00 in 30.00 in 78.00 in Filler = = NO /•'•' YES NO NO NO /\xial Force, P = = ri2667 lb" ". -45914 lb\ -13017 lb -12959 lb 48934 l!5 Panel Pt, M = 3516 in-lb 1740 in-lb 588 in-lb 276 in-lb - Mid Panel, M = A l-^ = 2172 in-lb .3228jn.lb 1896 in-lb 1896 in-lb - Kx = (for Fa set! Table 103.3-1) 0.00 •^'"0.75 0.00 0.00 - Ky = (for Fa see Table 103.3-1) = 0.00 1.00 0.00 0.00 Kz = (for Fa set! Table 103.3-1) = 0.75 1.00 1.00 1.00 - K = (for F'e sea Table 103.3-1) 0.75 0.75 1.00 1.00 - Max KL/R = = 63.84 39.52 60.80 60.80 - KUR Check = = OK OK OK OK - ALLOWABLE STRESSES: 4.71v{E/QFy) = = 115 115 115 115 - Fe = TT'E/[KL/rl' = 70233 psi 183270 psi 77432 psi 77432 psi - Fcr = KUR£4.71\'[E-C Fy] : Fcr = Q [0.658'^(Q-Fy/Fe)] Fy KUR > 4.71\'[E G Fy] : Fcr =0.877 Fe 36269 psi 43330 psi 37255 psi 37255 psi - MP Axial, Fa = 0.6Fcr = 21761 psI 25998 psi 20117 psi 20117 psi - PP Axial, Fa = 0 6Fy = 30000 psi 30000 psi 27000 psi 27000 psi - Bending, Fb = 0.6Fy = 30000 psi 30000 psi 27000 psi 27000 psi - Tension, Ft = 0.6-Fy = ----30000 psi PANEL POINT CHECK: Axial Stress, fa = P/A = -6240 psi 22616 psi -6412 psi •6383 psi 30332 psi /\xial Check = fa / Fa < 1.0 OK OK OK OK - fb.bot = M/S.bot = -5184 psi -2565 psi -857 psi -407 psi - Bending Check = fb/Fb < 1,0 OK OK OK OK - fa + fb = = 11423 psi 25182 psi 7279 psi 6790 psi 30332 psi Panel Pt Chk = (fa+fb)/(0,6-Fy) = 0.381 0.839 0.270 0 251 1.011 (fa+fb)/(0.6Fy)sl.0 = OK OK OK OK OK MID-PANEL CHECK: fa = P /A = -6240 psi -22616 psi -6412 psi -6383 psi 30332 psi fb.top = M / S.top = -1254 psi -1863 psi -1094 psi -1094 psi - F'e = Tr2E/[KL/Rx]^ = 173153 psi 200817 psi 190901 psi 190901 psi - Cm = End Panel: 1-0.50fa/F'e --0.983 0.983 - Interior Panel: 10.67fa/F'e 0.976 0.925 -- Cmfb/[(1-1.67fa/F'e)Q-Fb] = 0.045 0.073 0.044 0.044 - Mid Par.el Chk = fa/Fa > 0.2 : fa/Fa + 8/9-[Cm fb...] fa/Fa < 0.2 : fa/(2 Fa) + [Cm fb...] 0.327 0.935 0.307 0.356 1.011 Unity Check S 1.0 = OK OK OK OK OK PRIME Job; ^^^1-30° S'RUCTl-SA'LDa-o:."^''" EN( Da-o i|i\EEPv3 SW. SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES (2005 SJI-LH/DLH-1.1) (ASD - ALLOWABLE STRESS DESIGN) Description; CHECK EXIST. JOIST T22 W/ NEW MECH UNIjS + NEW ROOF SCREEN CHORD PROPERTIES: TOP CHORD; LL BOT CHORD: LL 2.50 X 2.00 X 2.50 X 2.00 X 0.212 0.213 Chord Gap = 1.00 in Fy = 50 ksi E = 29000 ksi Area Rxx Ryy Rz S.top S.bot Q Top Chord 2.030 in' 0.775 1.431 0.493 1.733 0.678 0.968 Bottom Chord 1.613 in^ 0.614 1.241 0.393 0.428 1.051 PANEL CHECK TC Interior TC Interior TC End TCEnd BC Interior CHORD DESIGN CRITERIA: Panel Panel L Panel R Panel Panel Lx = Length corr. to Rx in plane of joist = 42.00 in 39.00 in 30.00 in 30.00 in 78.00 in Ly = Fixed at 36" per §103.3 = 36.00 in 36.00 in 36.00 in 36.00 in 78.00 in Lz = Length corr. to Rz of joist = 42.00 in 19.50 in 30.00 in 30.00 in 78.00 in Filler = = NO YES NO NO NO /Kx\a\ force, P = A ( -12667 lb ./4597O lb '-130171b -12959 lb 48934 lb Panel Pt, M = H' ^ : 3516 in-lb /3228 in-lb ,. 588 in-lb 276 in-lb - Mid Panel. M = 2172 in-lb 1 3228 in-Jtr 1896 in-lb 1896 in-lb - Kx = (for Fa see Table 103.3-1) = 0.00 " • -' "6.75 0,00 0.00 - Ky = (for Fa see Table 103.3-1) = 0.00 1.00 0.00 0.00 - Kz = (for Fa see Table 103.3-1) = 0.75 1.00 1.00 1.00 - K = (for F'e see Table 103.3-1) = 0.75 0.75 1.00 1.00 - Max KL/R = s 63.84 39.52 60.80 60.80 - KUR Check = = OK OK OK OK - ALLOWABLE STRESSES: 4.71 \'(E/QFy) = = 115 115 115 115 - Fe = rr'E/[KL/rl' = 70233 psi 183270 psi 77432 psi 77432 psi - Fcr = KL/R < 4.7lV[E Q Fy] : Fcr = Q [0.658^Q Fy/Fe)l-Fy KUR > 4.71 v[E Q Fyl ; Fcr =0.877 Fe 36269 psi 43330 psi 37255 psi 37255 psi - MP Axial, Fa = 0.6Fcr = 21761 psi 25998 psi 20117 psi 20117 psi - PP Axial, Fa = 0.6Fy = 30000 psi 30000 psi 27000 psi 27000 psi - Bending, Fb = 0.6-Fy = 30000 psi 30000 psi 27000 psi 27000 psi - Tension, Ft = 0.6Fy = -- • -30000 psi PANEL POINT CHECK: Axial Stress, fa = P/A = -6240 psi -22644 psi -6412 psi -6383 psi 30332 psi fKxial Check = fa / Fa < 1.0 OK OK OK OK - fb.bot = M / S.bot = -5184 psi -4759 psi -867 psi -407 psi - Bending Check = tb/Fbs 1.0 OK OK OK OK - fa + fb = = 11423 psi 27403 psi 7279 psi 6790 psi 30332 psi Pane; PtChk = (fa+fb)/(0.6Fy) = 0.381 0.913 0.270 0.251 1.011 (fa+fb)/(0.6Fy)S1.0 = OK OK OK OK OK MID-PANEL CHECK: fa = P/A = -6240 psi -22644 psi -5412 psi -6383 psi 30332 psi fb.top = M/S.top = -1254 psi -1863 psi -1094 psi -1094 psi - F'e = Tr'E/[KURxP = 173153 psi 200817 psi 190901 psi 190901 psi - Cm = End Panel; 1-0.50fa/F'e = --0.983 0.983 - Interior Panel; 1-0.67fa/F'e = 0.976 0.924 --- Cmfb/[(1-1.67fa/F'e)QFb] = 0.045 0.073 0.044 0.044 - Mid Panel Chk = fa/Fa > 0.2 ; fa/Fa + 8/9-[Cm fb...j fa/Fa < 0.2 ;ta/(2-Fa)+ [Cm-fb...] = 0.327 0.936 0.357 0.356 1.011 Unity Check < 1.0 = OK OK OK OK OK 10021s PRIME Job; %'F!-bo^ ENGI^:EER3 sm: SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W2DL Angle Properties: L 1.25 X Length = 36.88 in Fy = 50 ksi E = 29000 ksi As = 0.265 in^ x_bar = 0.353 in y_bar = 0.353 in 1.25 X 0.111 Ix^ ly: Iz: 0.040 0.040 0.016 Kx: Ky: 0.00 0.00 Kz = 0.75 Rx = 3.387 in Ry= D.387in Rz = 6.246 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = ^JO Tension Capacity Calculations: Allow T = O.S Fy As = 7.955 k Compression Capacity Calculations: KL/R = Q = 2007 CBC 112.24 0.985 < 200...OK! (AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 114.31 TT^ E/{KUry= 22.72 ksi Q [0.658'^(Q Fy/Fe)] Fy = 19.88 ksi 0.6FcrAs= 3.163 k 7 AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc= ^[2-TT^-E/(QFy)]= 107.83 Fa = L/R < Cc : Fa = [1-(L/R)^/{2-Cc^)] Q-Fy/[5/3+3/8 (L'R/Cc)-1/8 (L/R/Cc)^: L/R > Cc ; Fa = 12-Tr^-E/[23-(L/R)^] = 11.85 ksi Allow P= Fa As = 3.144 k PRIME Job: WkFzf^ TURAL Darcr: ENGNEERS Si'.i; SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & "07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W3 Angle Properties: LL 1.25 X Length = 41.07 in Fy = 50 ksi E = 29000 ksi As = 0.530 in' X bar = 0.853 in 1.25 X 0.111 Ixx = 0.079 Kx = 0.00 Rx = 0.387 in y_bar = 0.353 in lyy = lz = 0.466 0.016 Ky = Kz = 0.00 1.00 Ry = Rz = : i; Filler = D.937 in 3,493 in MO F Tension Capacity Calculations: Allow T= 0.6FyAs = 15.911 k Compression Capacity Calculations: KL/R = Q = 83.33 0.985 <200 ...OK! AISC 360-05 Spec. E.7] 2007 CBC V(E/QFy)= =114.31 Fe= TT=-E/(KL/r)'= 41.22ksi Fcr = Q [0.658'^(Q-F"y/Fe)]-Fy = 29.86 ksi Allow C = 0.6 Fcr As = 9.503 k "7 1997 UBC (ASD) |AISC 360-05 Spec. E.7] i [AISC 360-05 Sp^c. E.7] Cc = \[2-TT^E/(QFy)] = 107.83 Fa = L/R < Cc : Fa = [1-(UR)7(2 Cc')] Q-Fy/[5/3+3/8-(L/R/Cc)-1/8-(L/R/Cc)T L/R > Cc; Fa = 12-TT^-E/[23 (L/R)^] = 18.19 ksi C ./- Allow P = Fa As = 9.645 k jF^ ''' PRIME Job; V'^h^^"'' S'RUCJTURAI o^.:ir._l!^kfF ENGINEERS sht: SJl STANDARD SPECIFICATIONS FOR LH-SERIES 8. DLH-SERIES ('97 UBC 8> '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description; T22 - W4 Angle Properties: L 1.50 X Length = 51.27 in Fy = 50 ksi E = 29000 ksi As = 0.481 in=^ x_bar = 0.437 in y_bar = 0.437 in r 1.50 X 0.170 Ix = 0.101 ly= 0.101 Iz = 0.042 Kx = 0.00 Ky = 0.00 Kz= 0.75 Rx = 6.459 in Ry = 0.459 in Rz = 6.294 in Criinped 1st Primary Comp. Member w/o moment-resistant weld group = I'^O Tension Capacity Calculations: . ^ ^ Allow T = 0.6 Fy As = 14.433 k Compression Capacity Calculations: KUR = Q = 2007 CBC 130.79 1.000 <200 ...OK! [MSG 360-05 Spec. E.7] 4.71V(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 113.43 TT' E/(KL/r)^ = 16.73 ksi 0.877'Fe = 14.67 ksi 0.6 Fcr As = 4.236 k [MSG 360-05 Spec. E.7] IMSC 360-05 Spec. E.7] Cc = Fa = \'[2TT^E/(QFy)] = 107.00 L/R < Cc : Fa = [1-(UR)'/(2 Cc^)] Q Fy/[5/3-i-3/8-(L;R/Cc)-1/8-(L/R/Cc)T L/R > Cc : Fa = 12-Tr^ E/[23 (UR)T = 8.73 ksi Allow P = Fa As = 4.200 k PRIME Job: ^IMTZT rURAl na'c::_^irl^ EER5 Sht: / SJl STANDARD SPECIFICATIONS FOR LH-SERIES 8i DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - V2 Angle Properties: L 1.25 X Length = 34.05 in Fy = 50 ksi E = 29000 ksi As = 0.265 in^ x_bar= 0.353 in y_bar = 0.353 in 1.25 X 0.111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx = 0.387 in Ry = p.387 in Rz = 0.246 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = ^O Tension Capacity Calculations: Allow T= 0.6 Fy As = 7.955 k Compression Capacity Calculations: KL/R = Q = 2007 CBC = 103.62 = 0.985- <200 ...OK! 4.7lV(E/QFy) = = 114.31 Fe = TT' E/(KL/r)' = 26.65 ksi Fcr = Q-[0.658''(Q-Fy/Fe)]-Fy = 22.72 ksi Allow C= 0.6 Fcr As = 3.616 k 1997 UBC (ASD) AISC 360-05 Spec. E.7] / ^ • / AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc = Fa = V[2-TT'E/(QFy)] = 107.83 L/R < Cc ; Fa = [1-(LyR)7(2 Cc^)]-Q Fy/[5/3-H3/8-(LyR/Cc)-1/8-(L/R/Cc)^; L7R > Cc ; Fa = 12 TT^-E/[23 (LyR)T = 13.83 ksi Allow P = Fa As = 3.667 k PRIME Job; jvMiFhlF S"Hl2TyRAL n.-c>. ti^-.<?'f ENGINEERS Sht: ^n. SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W5 Angle Properties: L 2.00 X Length = 52.35 in Fy = 50 ksi E = 29000 ksi As = 0.625 in' x_bar = 0.560 in y_bar = 0.560 in I 2.00 X 0.163 Ix = 0.241 ly = 0.241 Iz = 0.098 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx= 0.621 in Ry = p.621 in Rz = 0.395 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = NO Tension Capacity Calculations: Allow T = 0.6 Fy As = 18.763 k Compression Capacity Calculations: KL/R = Q = 99.37 0.953 <200 ...OK! lAlSC 360-05 Spec. E.7] — 2007 CBC 4.7U'(E/QFy) = =116.21 Fe = TT'-E/(KUr)' = 28.99 ksi Fcr = Q [0.658'^(Q Fy/Fe)] Fy = 23.95 ksi Allow C = O.o Fcr As = 8.986 k 1997 UBC (/\SD) ^r M V/^ [AISC 360-05 Spec. E.7] [^MSC 360-05 Spec. E.7] Cc= V[2-TT'-E/(QFy)] = 109.62 Fa = L/R < Cc ; Fa = [1-(L/R)'/(2-Cc')] Q Fy/[5/3-H3/8 (L/R/Cc)-1/8 (UR/Cc)^] UR > Cc ; Fa = 12-rr'-E/[23 (UR)'] = 14.67 ksi Allow P = FaAs= 9.174 k ME Job: MFtf?^ JURAL nAr,>. //-^^'M INEERS s.ht: SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W6 Angle Properties: L 1.25 X Length = 32.60 in Fy = 50 ksi E = 29000 ksi As = 0.265 in' x_bar = 0.353 in y_bar = 0.353 in 1.25 X 0.111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx = 1387 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group Tension Capacity Calculations: Ry = p.387 in Rz = 0.246 in MO Allow T : 0.6'FyAs = 7.955 k ^i. J H Compression Capacity Calculations: KUR = Q = 2007 CBC = 99.21 = 0.985 <200 ...OK! AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = =114.31 Fe = TT' E/(KUr)' = 29.08 ksi Fcr = Q-[0.658'^(Q-Fy/Fe)]-Fy = 24.24 ksi Allow C = O.O Fcr As = 3.856 k 1997 UBC (ASD) AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc= ^^[2•TT'•E/(Q•Fy)]= 107.83 Fa = L/R < Cc : Fa = [1-(L/R)'/(2-Cc')]-Q-Fy/[5/3+3/8-(UR/Cc)-1/8-(UR/Cc)T L/R > Cc : Fa == 12 TT'-E/[23-(UR)'] = 14.83 ksi Allow P = Fa As = 3.933 k PRIME SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC 8. '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) , WEB MEMBERS Description: T22 - V3 Angle Properties: L 1.25X Length = 35.72 in Fy = 50 ksi E = 29000 ksi As = 0.265 in' x_bar = 0.353 in y_bar = 0.353 in '-7 / 1.25 X 0,111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx = Job: im:}^ TURAL na-c:_i£kiliL EER3 s.ht: ^-/o '1^ D.387 in Ry = 0.387 in Rz = D.246 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group '• MO Tension Capacity Calculations: Allow T = 0.6 Fy As = 7.955 k Compression Capacity Calculations: :<UR = Q = 2007 CBC 108.71 0.985 <200 ...OK! AISC 360-05 Spec. E.7] 4.71^(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 114.31 TT' E/(KL/r)^ = 24.22 ksi Q-[0.658'^(Q-Fy/Fe)]-Fy = 21.03 ksi 0.6 Fcr As = 3.345 k AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc= v[2-TT'-E/(QFy)]= 107.83 Fa = UR ^ Cc: Fa = [1-(UR)'/(2 Cc')] Q Fy/[5/3+3/8-(UR/Cc)-1/8-(UR/Cc)T L/R > Cc : Fa = 12 TT' E/[23 (UR)'] = 12.64 ksi Allow P= Fa As = 3.351k PRIIME Job: JWIlV' S'RUqTURAi Da:<i:_Iii2£L ENGliN SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W7 Angle Properties: L 2.00 X Length = 53.52 in Fy = 50 ksi E = 29000 ksi As = 0.529 in' x_bar = 0.551 in y_bar = 0.551 in 2.00 X 0.137 Ix = 0.206 ly = 0.206 Iz = 0.083 Kx = 0.00 Ky = 0.00 Kz = 0.75 Ry: Rz = EER3 s;it: Rx = 0.624 in ).624 in 397 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = NO Tension Capacity Calculations: Allow T = 0.6 Fy As = 15.877 k Compression Capacity Calculations: KUR = 0 = 2007 CBC 101.18 0.879 <200 ...OK! [AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = =120.97 Fe = Tr' E/(KUr)' = 27.96 ksi Fcr = Q [0.658^(Q Fy/Fe)]-Fy = 22.77 ksi Allow C = 0.6 Fcr As = 7.229 k 1997 UBC (/\SD) 1^1 [AISC 360-05 Spec. E.7] [iAlSC 360-05 Spec. E.7] Cc= \'[2TT'E/(Q-Fy)] = 114.11 Fa =|UR < Cc: Fa = [1-(L/R)'/(2 Cc')] Q Fy/[5/3+3/8 (UR/Cc)-1/8 (UR/Cc)^ |L/R > Cc : Fa = 12 TT' E/[23 (UR)'] = 13.96 ksi Allow P = Fa As = 7.385 k PRIME Job: •'^•"--''^^ ENGI^EERS SMi: SJl STANDARD SPECIFICATIONS FOR LH-SERIES 8. DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - V4 Angle Properties: L 1.25 X Length = 37.43 in Fy = 50 ksi E = 29000 ksi As = 0.265 in' x_bar = 0.353 in y_bar = 0.353 in /F6 1.25 X 0.111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx: Ry: Rz = Darc!:. Crimped 1st Primary Comp. Member w/o moment-resistant weld group : |).387 in 0.387 in 0.246 in ^0 Tension Capacity Calculations: Allow T= 0.6 Fy As = 7.955 k Compression Capacity Calculations: KUR = 0 = = 113.91 0.985 < 200...OK! AISC 360-05 Spec. E.7] 2007 CBC 4.7lN'(E/QFy) = Fe = Fcr = Allow C = Tr''E/(KUr)' = Q-[0.658'^(QFy/Fe)]Fy = 0 6-Fcr As = 114.31 22.06 ksi 19.34 ksi 3.078 k 7 6),^ P AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] 1997 UBC (ASD) Cc = Fa = V[2 TT' E/(Q Fy)] = 107.83 UR < Cc ; Fa = [1-(UR)'/(2-Cc^)]-Q Fy/[5/3+3/8-(UR/Cc)-1/3-(UR/Cc)^: UR > Cc : Fa = 12-TT'-E/[23 (UR)'] = 11.51 ksi Allow P = Fa As = 3.052 k PRIME JDl;: TURAL Da:<i:. ENGINEERS SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W9 Angle Properties: L 1.50 X Length = 54.61 in Fy = 50 ksi E = 29000 ksi As = 0.481 in' x_bar = 0.437 in y_bar = 0.437 in 1.50 X 0.170 lx= 0.101 ly = 0.101 Iz = 0.042 Kx= 0.00 Ky = 0.00 Kz = 0.75 Rx = (J.459 in Ry = (^1.459 in Rz = 0 294 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = NO Tension Capacity Calculations: Allow T = 0 6 Fy As = 14.433 k Compression Capacity Calculations: KL/R = Q = 139.31 1.000 < 200 ...OK! 2007 CBC [AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 113.43 TT'-E/(KUr)'= 14.75 ksi 0.877 Fe= 12.93 ksi O.G Fcr As = 3.733 k [AISC 360-05 Spec. E.7] [AISC 360-05 Spec. E.7] Cc= ^/[2TT'-E/(QFy)] = 107.00 Fa = UR < Cc : Fa = [1-(UR)'/(2 Cc')] Q Fy/[5/3-i-3/8 (UR/Cc)-1/8 (UR/Cc)' UR > Cc : Fa = 12 TT' E/[23 (UR)'] = 7.69 ksi Allow P = Fa As = 3.702 k SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description; T22-W10 Angle Properties: L 1.25 X Length = 54.54 in Fy = 50 ksi E = 29000 ksi As = 0.265 in' x_bar = 0.353 in y_bar = 0.353 in / 1.25 X 0.111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx = Ry = Rz = Crimped 1st Primary Comp. Member w/o moment-resistant weld group = Tension Capacity Calculations: / (j --J\ ^ Allow T= 0.6 FyAs = 7.955 k a ^...^ ^ Compression Capacity Calculations: KL/R= = 165.98 < 200 ...OK! Q = = 0.985 ^ 01 2007 CBC 4.7lV(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (.^SD) ME Job; JURAL Date: EERS Sht: jjcAtFsz .387 in .387 in .246 in NO [WSO 360-05 Spec. E.7] = 114.31 TT' E/(KUr)'= 10.39 ksi 0.877Fe = 9.11 ksi O.a-Fcr As = 1.450 k LAISC 360-05 [AISC 360-05 Spec. E.7] Spec. E.7] Cc= 7[2TT'E/(Q-Fy)] = 107.83 Fa = UR < Cc : Fa = [1-(UR)'/(2 Cc')]-Q Fy/[5/3-H3/8-(UR/Cc)-1/8-(UR/Cc)T UR > Cc : Fa = 12-Tr'-E/[23-(UR)'] = 5.42 ksi Allow P= Fa As = 1.437 k PRIME J:>b; jJOlF^ ENGINEERS snt: 7.F SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - V5 Angle Properties: L 1.25 X Length = 39.00 in Fy = 50 ksi E = 29000 ksi As = 0.265 in' x_bar = 0.353 in y._bar = 0.353 in 1.25 X 0.111 Ix = 0.040 ly = 0.040 lz= 0.016 Kx = 0.00 Ky = 0.00 Kz = 0.75 Rx = (]).387 in Ry = 9.387 in Rz = 0.246 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = NO Tension Capacity Calculations: Allow T= 0.6 Fy As = 7.955 k Compression Capacity Calculations: KUR = Q = 2007 CBC 4.7W(E/QFy) = 118.69 0.985 <200 ...OK! [AISC 360-05 Spec. E.7] Fe = Fcr = Allow C = 1997 UBC (/\SD) = 114.31 TT''E/(KUr)'= 20.32 ksi 0.877-Fe= 17.82 ksi O e-Fcr As = 2.835 k 7 O, b/J-v MSG 360-05 Spec. E.7] MSG 360-05 Spec. E.7] Cc = Fa = V[2-TT'-E/(Q-Fy)] = 107.83 UR < Cc : Fa = [1-(UR)'/(2-Cc')]-Q-Fy/[5/3+3/8 (UR/Cc)-1/8 (UR/Cc)T L/R > Cc : Fa = 12 Tr' E/[23 (UR)'] = 10.60 ksi Allow P= Fa As = 2.811k PRIME Job; 2Mlr2lFf JURAL Pare.- '^-V:' ENGI^;EERS Sht: ni^ SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC 8. "07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - W11 Angle Properties: L 1.50 X Length = 55.78 in Fy = 50 ksi E = 29000 ksi As = 0.481 in' x_bar = 0.437 in y_bar = 0.437 in 1.50 X 0.170 lx = 0.101 ly= 0.101 Iz = 0.042 Kx = 0.00 Ky = 0.00 Kz= 0.75 Rx = 0.459 in Ry: Rz: Crimped 1st Primary Comp. Member w/o moment-resistant weld group : 0.459 in D.294 in MO Tension Capacity Calculations: Allow T = 0.6 Fy As = 14.433 k Compression Capacity Calculations: KUR = Q = 2007 CBC = 142.30 = 1.000 <200 ...OK! AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 113.43 n' E/(KUr)'= 14.14 ksi 0.877 Fe= 12.40 ksi 0.6 Fcr As = 3.578 k 7 -va-^d^' AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc = Fa = V[2 TT'-E/(Q Fy)] = 107.00 UR < Cc : Fa = [1-(UR)'/(2 Gc')] Q Fy/[5/3+3/8 (UR/Cc)-1/8 (UR/Cc)T UR > Cc : Fa 12-TT' E/[23 (UR)^] = 7.37 ksi Allow P = Fa As = 3.548 k PRIME Job; JJi^li^^ S'RUGTURAL ENGIfi DK-C;:. SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ("97 UBC 8. '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22-W12 Angle Properties: L 1.50 X Length = 55.78 in Fy = 50 ksi E = 29000 ksi As = 0.481 in' x_bar = 0.437 in y_bar = 0.437 in 1.50 X 0.170 lx= 0.101 ly= 0.101 Iz = 0.042 Kx = 0.00 Ky = 0.00 Kz = 0.75 EERS 3ni: 1' ^-^^' 7 Rx = 0.459 in Ry = 0.459 in Rz = 6.294 in Crimped 1st Primary Comp. Member w/o moment-resistant weld group = NO Tension Capacity Calculations: Allow T = 0.6 Fy As = 14.433 k Compression Capacity Calculations: KUR = Q = 2007 CBC 142.30 1.000 <200 ...OK! AISC 360-05 Spec. E.7] 4.7lV(E/QFy) = Fe = Fcr = Allow C = 1997 UBC (ASD) = 113.43 TT' E/(KUr)'= 14.14 ksi 0.877 Fe= 12.40 ksi 0.6FcrAs= 3.578 k [AISC 360-05 Spec. E.7] •p i..\F^F-HAISG 350-05 Spec. E.7] ^ Gc = Fa = >i[2TT'-E/(Q-Fy)] = 107.00 UR < Gc : Fa =: [1-(UR)'/(2•Gc')]•Q•Fy/[5/3-^3/8•(UR/Cc)-1/8•(UR/Gc)^: UR > Cc ; Fa = 12 Tr' E/[23 (UR)'] = 7.37 ksi Allow P = Fa As = 3.548 k PR ME Job; V'-W-'ho^ S'RUQTURAI Dau:;^a-:i?il ENGINEERS sht; F^^^ SJl STANDARD SPECIFICATIONS FOR LH-SERIES & DLH-SERIES ('97 UBC & '07 CBC) (ASD - ALLOWABLE STRESS DESIGN) WEB MEMBERS Description: T22 - V6 Angle Properties: LL 1.25 X Length = 40.88 in Fy = 50 ksi E = 29000 ksi As = 0.530 in' x_bar = 0.853 in y_bar = 0.353 in Tension Capacity Calculations: Allow T = 1.25 X 0.111 Ixx = 0.079 lyy = 0.466 Iz = 0.016 Kx = 0.00 Ky = 0.00 Kz= 1.00 Rx: Rz: Filler = MO O.OFyAs = 15.911 k Compression Capacity Calculations: KUR = 0 = 2007 CBC = 82.94 = 0.985 <200 ...OK! 3.387 in Ry = 3.937 in 3.493 in AISC 360-05 Spec. E.7] 4.7lV(E/QFy)= = 114.31 Fe = Tr'E/(KUr)' = 41.61 ksi Fcr = Q-[0.658'^(Q Fy/Fe)] Fy = 30.00 ksi Allow C = 0 6 Fcr As = 9.547 k 1997 UBC (ASD) AISC 360-05 Spec. E.7] AISC 360-05 Spec. E.7] Cc= N'[2-TT'-E/(Q-Fy)]= 107.83 Fa = UR < Cc ; Fa = [1-(UR)'/(2-Cc')]-Q Fy/[5/3-t-3/8-(UR/Cc)-1/8 (UR/Gc)^: UR > Cc : Fa = 12 iT'-E/[23 (UR)'] = 18.26 ksi Allow P = Fa As = 9.686 k I.. -7)-- 1 -r^ (\ v-1 n ^ Q . i (T-; .r-1 ^ U3 'T-l .-^. IU' oo cn Ln\ xxxxxxxxxxxxxxxxx o= ruo Qcoooovoococrio^cDo^c3cr\|j o • o -or-- Lij'^ajajc\jrvjrunjc\jojc\j-=Tnc\i-^Lnojrfl) OJX oooooooooooooooo XXXXXXXXXXXXXXXX CD LuinooinLnoLninoLnjnoLnoijDir) c\j tn in OJ Oj in OJ cX'o OJ ai o OJ in Ol OJ LnTr-|..r-lr-(-r-l-c-l.^.r-l.r-lQJ^.r-lOJ"r-l^r-|.r-1.^ XXXXXXXXXXXXXXXX LnooLnLnoLDunoinLDOunoLniDClD o..: LT ijn OJ m OJ pj o OJ OJ o c\j in OJ cu ^: lOJ' ^OVl' _j_j-j_j_j.j_j_j_j_i_j_j_j_j CD CO 1 tr-t -^TH t:—1 'T-H -r-t r^-H CJ -^-1 CD CCCZ CE O CX [ UJ UD OJ ^ ^ o cr CO CC CC cn CC CCCE cr Q CC Oi iN;c\j^-^.i^^LD^-^n^^r\^'=-ir^i'\ fT) TT-I .<r-l ^ ^1 .^-1 .r-I .r-. ^ ^ -r-! ^ o cn X XXXXXXXXXXXXXXXX u Qojooo^oxi'N ocnccoovooo _l 2: LunouLn-cojon^rucviOjOjojojojojoj o ^ rn "s"^ ^o-r-i^oc ..r-1 .r-i .r-( .r-1 .^r-l ^ 000000000000000 xxxxxxx:><xxxxxxx in in o jn o tn tn (O in LD o LO LD o o OJ CO LT oj o cu oj o OJ cvi in ru rvj tn in UJ GC 1—1 CD LU CE 2 CD ;-H CO- cn \ 111— OU< CQLU O CO —• 1 roLU OOJCC 11 u z:oo_jcnLU i-HCO^CLCLCn <--^C\l CL^ oj"uj o _i ^o l.r-l^QJ.r-l^lTVJ.^'r-l^-r-t.^r-l.c-^^ xxxxxxxxxxxxxxx ocnLnoinoinunioininoLn'Lnoc z cu ru in cu o OJ OJ o ru OJ in OJ f\j in in -lOJ 1^'ru' l.r-l^-^-.r-l^-^-^-'r-l.r-f'^-.r-l CD 2:ajnjm'Nr.>niCO>i^03>cr)'r-i>- CO o CD o o ru 1 Q- LU OCO 'q- I =ifcru o . _1LU ID XI— CJ < CC l-H CO cn LU cc CD 1^ cn n \o ru CD o\. . 0 l-H moi— 1 a. ru <z CO ^ h-cn CO U-0 LU ID 1 _1 tn X<X 0 001— 1 LI__J cn_i LUHHQ CO 3: Mt— I-H3<U :xo _J 1— ^-ii— CJ ^ ] t t —1 < _i OJ LL l-H X OJ LU < < h-CD 2 CC < • BRESSI RANCH LOT tt4 0 TUE, 12-SEP-2006 08 : 31:18 PAGE 010 W84-05 -0816-02 LIST 17 vl .01 T22 42LH230/102 70-10 0/0 T22 **LONGSPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT UTAH A. 9 . 5 . a *** AXIAL COMBINED WITH DEADLOAD ONLY *** **** STRESS INCREASE ALLOWED **** MAIN TC UNIFOi^ ADDLOAD 230/ 102 PLF 70-10 O/O 1.0/0.0 (PPS: TC=23, BC=li; AXIAL(TC) THRU SEAT: + 6.6 K LOAD CASES GENERATED: ( 1- 35)= T ( 72-106)= D CCMW AXT* LE(SEAT) RE(SEAT) 6.6 K 6.6 K (*=STRESS INCREASE ALLOWED) (36-36)=D (3 7-71)= D CCMW AXC* **JOIST LAYOUT** WORK LENGTH = 70- 6 0/0 BRNG DEPTH LT= '3 O/O RT= 3 O/O DEPTH LE BL 33 0/0 DEPTH RIDGE 42 0/0 DEPTH RE BL 33 0/0 D PITCH (IN/FT) + 0 .2540 RIDGE FROM LE BASELEN 35- 5 0/0 WP TCXL END PANEL VAR PAMEL HALF PANELS 0- 2 0/0 4- 0 0/0 2- 0 0/0 18 © 3-3 O/O VAR P;vNEL END PANEL WP TCXR 2- 0 0/0 4- 0 0/0 0- 2 O/C BCX HOLD BACK: VERT REPL WEBS LEFT STD 2DL 2- RIGHT STD 0/0 2DR (STD EXT = 0- 2- 8 0/0 7 0/0) MAINSPAN DEFL TL(180) LL(240) LIM +4.70 +3.53 MAX -4.06 -1.64 **WOOD NAILER CRITERIA** LEFT END OF TRUSS-- MIN AXIAL NAILER WOOD HELD LOAD AXIAL LENGTH BACK (IN) (KIPS) TRANS (FT) TC 0.0 6.6 0 SEAT 0.0 0 RIGHT END OF TRUSS-- AXIAL WOOD HELD LOAD AXIAL BACK (IN) (KIPS) TRANS 0.0 6.6 0 SEAT STD CAMBER 2 1/8 MIN NAILER LENGTH (FT) 0 . 00 WOOD WOOD THICKNESS TYPE TC 2 1/2" DF2 SCREW GAGE AND LENGTH #14X2" HOLS DIAM .28125 DESIGN MAJC SCREW SCREW SCREW SC'REW DIAM LEN SPACE S?:^CE .242 2.00 12.00 12.0 DEV LENGTH COLLECTOR JOIST (FT) 0 . 00 BRESSI RANCH LOT #4 0 W84-05-0816-02 LIST 17 T22 TUE, 12-SEP-2006 vl.Ol 08:31:13 **SEAT DESIGN** AXIAL THRU SEAT: L= 6.6 K R= 6.6 K SEC LEFT 32 SEAT LENGTH SEC 0- 6 0/0 RIGHT 32 SEAT LENGTH 0- 6 0/0 **CHORD DESIGN** CHORD FY 50000. PSI SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY PAGE Oil T22 SBAN/TCRY= 5 8 5.5 LYY TC 36 L 2.50X2 .50X0. 212 70-10 1/4 1" 1. 4312 3-0 0/0 BC 29 L 2.00X2 00X0 . 213 63- 8 0/0 1" 1. 2408 0-0 0/0 TC REQ MP PP MP GOV BC REQ MP E P MP GOV MEM AXIAL KL/R F^TIO RATIO LC MEM AXIAL KL/R R ATIO RATIO LC 1 - 13358 60. 8 0 . 1934 0 . 8230 39 1 + 18004 160 . 5 0 . 5334 0 .3720 26 2 - 12494 63 . 9 0 .4330 0 . 3191 4 2 + 32039 198 . 7 0 . 7737 0 . 6620 27 3 - 25821 59 . 3 0 . 5396 0 . 5 95 6 26 3 + 41235 198 . 7 0 . 9204 0 .8520 28 4 - 25670 59 . 3 0 .. 6515 0 . 5950 6 4 + 46211 198 . 7 0 . 9854 0 .9549 29 5 - 37452 59. 3 0 ,. 7341 0 . 8562 27 5 + 47936 198 . 7 0 . 9770 0 .9905 12 6 - 37452 59 . 3 0 . 7895 0 . 8564 27 6 + 47936 198 . 7 0. 9770 0 . 9905 14 7 F - 44554 39. 5 0 . 8509 0 . 9010 9 7 + 46211 198 . 7 0 . 9854 0 . 9549 31 8 p - 44554 39. 5 0 .8740 0 . 9010 28 8 + 41235 198 . 7 0 . 9204 0 .8520 32 9 TP - 47702 39 . 5 0 . 902 6 0 . 9631 29 9 + 32039 198 . 7 0 . 7737 c .6620 33 10 F - 47702 39 . 5 0 . 9026 0 . 9631 11 10 + 18004 150 . 5 0 . 5334 0 .3720 34 11 F - 47377 39 . 5 0 .8994 0 . 9556 13 12 F - 47377 39 . 5 0 . 8 9 S) 4 0 . 9556 30 13 F - 47702 39 . 5 0 . 9026 0 . 9631 15 14 F - 47702 39 . 5 0 . 9026 0 . 9631 31 15 F - 44554 39 . 5 0 . 8740 0 . 9010 32 16 F - 44554 39. 5 0 . 8509 0 . 9010 32 17 - 37452 59. 3 0 .7895 0 . 8564 33 18 - 37452 59. 3 0 . 7341 0 . 8562 33 19 - 25570 59. 3 0 .6515 0 . 5950 20 20 - 25821 59 . 3 0 . 5396 0 . 5956 34 21 - 12494 63 . 9 0 .4330 0 . 3191 22 22 - 13358 60 . 8 0 .1934 0 . 32 3 0 59 **WEB DESIGN** WEB FY = 500 00. PSI END REACTION = 9107.5 MIN VERT SHEAR = 2276.9 LBS LBS WBB SEC QTY K KL/R REQ AXIAL RATIO GOV LC REQ FILLET VJELD SIZE ; ^VBL 2 116 1 1 .00 230 2 15575 . 0 .6610 3 . 2X0 325 5 . 8 2DL 8 1 0 . 75 112 8 -2219 . 0 .7130 3 2 . 0X0 111 4 . 1 3 8 2B 1 .00 83 3 -9596 . 0 . 9945 4 5 . 8X0 111 7.4 4 20 1 1 .00 174 4 + 10269. 0 .7115 26 4 . 1X0 170 4 . 7 V2 8 1 0 .75 103 8 -1957 . 0 .5354 5 2 . 0X0 111 3 . 7 5 25 1 0 . 75 99 4 -8824 . 0 . 9626 r- O 3 . 6X0 163 5 . 0 6 8 1 1 .00 212 5 + 7257 . 0 . 9121 27 4 . 4X0 111 4 . 5 V3 8 1 0 .75 108 9 -1973 . 0 .5905 7 2 . 0X0 111 3 . 7 7 22 1 0 .75 101 1 -5926 . 0 . 3019 8 2 . 9X0 137 5 . 0 8 8 1 1 .00 217 0 + 4538 . 0 . 5704 28 2 . 8X0 111 4 . 6 V4 8 1 0 . 75 113 9 -1980 . 0 . 6485 9 2 . 0X0 111 3 . 7 9 20 1 0 . 75 139 3 -3312 . Q . 8950 10 2 . 0X0 170 4 . 6 10 8 1 1 . 00 221 7 + 3252 . 0 .4088 24 2 . 4X0 111 4 . 5 V5 8 1 0 .75 118 9 -1986 . 0 .7091 2 . 0X0 111 3 . 7 11 20 1 0 .75 142 3 -3184 . 0 . 8977 24 2 . 0X0 170 4 . 5 12 20 1 0 .75 142 3 -3184 . 0 . 8977 24 2 0X0 170 4 . 5 CLIP BRESSI RANCH LOT #4 0 W84-05-0816-02 LIST 17 T22 TUE, 12-SEP-2006 vl .01 08 : 31 : 18 PAGE 012 WEB SEC QTY K KL/R REQ AXIAL RATIO GOV LC REQ FILLET WELD SIZE P .VBL V6 8 2B 1 . 00 105 3 -1495 . 0 . 1533 30 4 . 8X0 . Ill 7 8 12R 20 1 0 .75 142 3 -3184 . 0 .8977 24 2 . 0X0 . 170 4 5 IIR 20 1 0 .75 142 3 -3184 . 0 .8977 24 2 . 0X0 . 170 4 6 V7 8 1 0 .75 118 9 -1986 . 0 .7091 15 2 . 0X0 . Ill 3 7 lOR 8 1 1 . 00 221 7 + 3252 . 0 .4088 24 2 . 4X0 . Ill 4 5 9R 20 1 0 .75 139 3 -3312 . 0 .8950 16 2 . 0X0 . 170 4 6 V3 8 1 0 .75 113 9 -1980 . 0 .6485 17 2 . 0X0 . Ill 3 7 8R 8 1 1 . 00 217 0 + 4538 . 0 . 5704 32 2 . 8X0 . Ill 4 6 7R 22 1 0 .75 101 1 -5926. 0 .8019 18 2 . 9X0 . 137 5 0 V9 8 1 0 .75 108 9 -1973 . 0 .5905 19 2 . 0X0 . Ill 3 7 6R 8 1 1 .00 212 5 + 7257 . 0 . 9121 33 4 . 4X0 .111 4 6 5R 25 1 0 . 75 99 4 -8824 . 0 . 9626 20 3 . 6X0 . 163 5 0 VIO 8 1 0 .75 103 8 -1957 . 0 . 5354 21 2 . 0X0 - Ill 3 7 4R 20 1 1 . 00 174 4 + 10269. 0 .7115 34 4 . 1X0 .170 4 7 3R 8 2B 1 . 00 83 3 -9596 . 0 . 9945 22 5 . 8X0 .111 7 4 2DR 8 1 0 . 75 112 8 -2219 . 0 .7130 23 2 . 0X0 . Ill 4 1 2R 116 1 1 .00 230 2 + 15575. 0 .6610 23 3 . 2X0 .325 5 8 T2 2 CLIP \ **BRIDGING REQUIREMENTS** TC STRESS ALLOW LYY= 6.4 FT 3 ROWS (TOTAL) BOLTED-X 2 ROWS EX-BRIDGING REQ'D SURFACE AREA= 2 6 6.7 SQ-FT : t. / WEIGHTS & DIMENSIONS NOTES: I SIKEHS il ( 0\S AS[ Id UCilf.S. DIME.fSlOW •'"f III HILLinETERS c ® CtllES or GRAVIH 3 OiHECiiOV Cf 1:R FLC)/ 3,AC« Vertical Connections / Economizer ccw. ACCESS cokji-is;; COIL rO.CT Horizontal Connections / Economizer cCNKECTio>j srzrs • 3/a- 1351 3!A r;;ii! 'O'AES itiP't' IOLE r isi 1 cu »C'»t« suf'L' .<i.oc<oai C • 3/i- ;"i 3;A GSicr .'.ccrsj P: JO J :/3- 514 riELS C3.U5CI «:Hi\G SOLE ! ;J/4--!< VPT CCSOfiSAIC MAK I ••n '6ii ;;A ?O«E5 S!.??.r «CC«-OJT cosDuu sr;r US-: si;[s iwsi.; T 1/?-ACC. I T • J/4" lODi; 1 :/s- :?8.«i 'i:r[v;s fCR :uf i 1 T SHE • siL-:c: Eiii'f' 0' '/?" 3 3;s "3<?l Fig. 1 - Dimensions 50HCQ 04-06 17 rsDij 1 3/S 1051! 1 3/3 10511 18 5/a ;JIF: u ?;8 !-Ill t.r>/8' 1J7I WEIGHTS & DIMENSIONS (cont.) 1 .STD, UNIT UJIIT WEIGHT C0RME3 WEiGUr t,i\; CCR'JER WEIGHT !3) CORNER WEIGHT (Cl CO?\E? WEIGHT ID) CG. ; L3S. KG. LOS. KG. uas. KG KG. 13S. KG. ;< ' L 53hCOA04 1 495 225 130 59 118 54 118 54 130 59 35 3/8 18991123 3/3 [ 5941 18 3/S I45i; jifaSSAOj^j 580 263 151 73 l'l? 57 130 59 142 64 35 1/2 [902! 21 7/8 ; i551 20 1/2 1521i 50'-iCOAC6 j) 610 271 1 165 75 152 69 141 64 152 69 35 3/4 [9081 22 1/2 i i72i 20 3/4 i527i Fig. 2 - Dimensions 50HCQ 04-06 Fig. 3 - Service CIc.irance LOC DIMENSION CONDITION 1 ( A 48-in (1219 mm) 18-in. (457 mm) 18-in. (457 mm) 12-in. (305 mm) Unit disconnect is mountecJ on panel No disconnect, convenience outlet option Recommended service clearance Minimcjm clearance B 42-in. (1067 mm) 36-in. (914 mm) Special Surface behind servicer is grouncied (e.g., metal, masonry wall) Surface betiind servicer is electrically non-conductive (e.g., wc Ctieck for sources of flue products wittiin 10-ft of unit fresfi air od, fiberglass) | ntake tiood | C 36-inTl914 mrn)^ 18-in. (457 mm) Side condensate drain is used Minimum clearance i anottier unit) | od, fiberglass) 1 0 42-in. (1067 mm) 36-in. (914 mm) Surface betiind servicer is grounded (e.g., metal, masonry wall Surface betiind servicer is electrically non-conductive (e.g., wc; i anottier unit) | od, fiberglass) 1 IS WEIGHTS & DIMENSIONS (cont.) ROOFCURB ACCESSORY A UNIT SIZE CRRFCURB001A02 1'-2" [353] 50HGQA04-06 CRRFCURB002A02 2' - 0" [610] 50HGQA04-06 SOTES: ROOFCURB ACCESSOaV IS SHIPPED DISASSEMBLED. INSULATED PAMELS: 1' THK. POLYUHETHANE FOA^', OlKENSlOliS !M t ] ARE IM MILLIMETERS. ilOOFCUSB: la GAGE STEEL ON K'CURB, ANO IS GA: ATTACH D'JCRWOR< TO CURS. (FLANGES OF OUCT RES SERVICE CLEARANCE 4' OIM EACH SICE. [^C,RE:T;ON OF AIR FLOW, CONNECTOR PACKAGES CRBTMPHROOLAOL AND SAOL AR THRU-THE-CURB TYPE CONMECTICNS. PACKAGES CRS ARE FOR THE THRLJ-TME-BOTTOM TYPE CO.NNECTIONS -3/1 < GENS;r'' E STEEL CM 21' • ON CURS) CCM.NECTOR PSO. ACC. 8 C |0 ALT ORAIN HOLE : POWER CO.STROL ACCES50 !Y PWR CRBTNPXROOlAOl CR8TMpyR002A01 2'-a 7/16' [8271 r-10 15/15' [5531 1 3/1':'54.5] 3/4'Li 31 .MPT 1 l/4't31.7] 1/2'112.7JNPT 1/2" [12 ?:NPT CR3T«P1.'R003A01 3/4':!3],W?T ! 1 1 CRSTMPWROOIAQl [ 1 l/4'[31.71 .1 •:P'HR00:A3! AND 4*01 Typ cal ccj-ief fiistan ng dev^cs Community Fatilities District No. 1 NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property This option is available only at the time of the fu^t building permit issuance. Property owner signature is required before a building permit will be issued. Your signature is confirmmg the accuracy of all information shown BRESSI SPECTRUM LLC Name of Owner 4350 EXECUTIVE DR STE 301 Address SAN DIEGO CA 92121 City, State Zip Code Lot 40 APN 213 -263-0800 (858) 784-3660 Telephone 3Cl^^ ^ 4^-^i]A-Kf /FLY) Protect Address / Project Address Carlabad, California 9200 City, State Zip Code Assessor's Parcel Number or APN and Lot Number if not yet subdivided by County Assessor r/]pfHiDL [ Buildmg Pcnmt Number(s) As cited by Ordinance No NS-155 and adopted by the City of Carlsbad, Cahforma, the City is authorized to levy a Special Tax m Commumty Facilities Distnct No 1 All non-residcntial property, upon the issuance of a bmlding permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE- TIME or (2) assume the ANNUAL SPECL^ TAX - DEVELOPED PROPERTY for a penod not to exceed twenty-five (25) years Please mdicate your choice by uutialmg the appropnatc line below OPTION (1) I elect to pay the SPECIAL TAX One-Timc Special Tax $ IX - ONE-TBVIE now, as a one-time payment Amount of Owner's Imtials OPTION (2) I elect to pay the SPECIAL DEVELOPMENT TAX ANNUAL exceed twenty-five (25) years Maximum S ^ '2S,^J Owner's Initials I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDEI COMPLY )^?hH THE PROVISIONS AS STATED ABOVE for a penod not to Special Tax NED IS THE AND WILL Title Print Name Date The City of Carlsbad has not independently verified the information shown above Therefore, we accept no responsibility as to the accuracy or completeness of this mfonnation LandUsc.FY,Factor//LMtl^ ^2^\lS ^ Square Ft 7(i = 5 ^1 ^ . SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE I I Business Name . _ .^^.^ ^ Business Contact ^ ; Telephone # . Project Address _ / j. City ^ State Zip Code APN# 7^13-^^4-0^ -^^ Mailing Address / _ , City State Zip Code Plan File# Project Contact , . J ' Telephone #^ ^ ' J^y^AI STto/VS: ( ) The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. 1. Explosive or Blasting Agents 2. Compressed Gases 6. Oxidizers 3. Flammable/Combustible Liquids 7. Pyrophorics 4. Flammable Solids 8. Unstable Reactives Water Reactives 10. Cryogenics 11. Highly Toxic or Toxic Materials 12. Radioactives Corrosives Other Health Hazards ^^^f^None of These. 13. 14. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. ^ ' Expected Date of Occupancy: v ^>^(^ / FEES ARE REQUIRED. Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or Install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? • CalARP Exempt / Initials Date • CalARP Required I Date Initials • CalARP Complete / Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES • • • Na -Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.orq/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). • (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at httD://www cde.ca.Qov/re/sd/: or contact the ^ appropriate school district). '0~rWill there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? ^a^_Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: eclare under penaltvof perjuryify to the best of my knowledge and be Briefly descrilj -J2. tfoposed project. I declqre^nd^ penalty^of perjurytnW to the best of my knowledge and belief the /F/?7 'y-^^\/le^ 2^ Name of owner or Authorized Agent Sign^klfe of OvJ^er jir^uthori;jed Agent Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (04/07) County of San Diego - DEH - Hazardous Matenals Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date |0p7[., /' BusineslName CjCifZ^Y-^ i'Dl\\r}V\ IAEXM^L^CX Street Address_ Email Address PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: / Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting/Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film / X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment / Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):, Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes /FNO) If yes, when: Title Dir. hf. krh Site Contact Signature T^//^^^^ ^ Phone No.. ENCINA WASTEWAtER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST CB //••^g^7 I am requesting Expedited Fire Plan Ciiecl< and understand I wil be assessed an additional fee at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. Plans will not be released until all fees are paid. Applicant is responsible for all expedited fees should the project not be completed. Turnaround time for the expedited fire plan review will be 14 business days with a turnaround time for re-checks of seven business days. Plans check by the Fire Department will be checked on a first come, first serve basis and could take up to 60 days or more to be completed. (^^^ NO PLEASE CIRCLE YOUR SELECTION Applicant Signature ^^^^f^i ^ Date Copy tp Building file and Fire Prevention ^ CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 \Mww.carlsbadca.gov Project Address: Permit No.: MormatiOfi provided btknw nftn to wor1> being done on the aba/e mentioned permit only. Iw tamatoad —d rrtyrnad to tli* MUkta Diviiion twfart tli« parmit cow be BuHdbiQ OtpL Roe (760) 602-«558 Numlier of new or relocated fixttxet. trapt, or floor ckcrira..... New biJdlng tewer 1^?. Number of new roof drains?. Instdl/otter water line?- Number of new water heaters? —— Niffnber of new, relocated or replaced gas outlets?. Number of new hose bibs? Ves _J4. RMICIMIIMI PeffiiiRss New/expanded service: Nuniber of new amps: . Minor Remodel oni^ Ves No CMnmerctal/fncluftriah TerKDit improuemenb Number of existing invohedin thk pmject Numiier of new omps ktvokfedln flirA prnkck NewCemtnidient Amps per Panel: Smgie Pftase Hvee Pfiase Three Phase 480. . Number of new omperes. . Number of new amperes, , Number of new amperes_ 0 0 Number of new fumaces, A/C, or lieat pumps?. New or raioocited duct worh? Nuniber of new fireplaces?. Number of new exhaust fans?- IteiocOte/lnAaiii veiA? .Ves_2<_ No Number of new exhaust hoods?. > Number of new boilers or compresson?. .NumberofHP ~7 B-18 Page 1 of 1 Rev.03/09 8 • ^ t > 00 N H* m K O IO H IO 5 ut o o 3 e 02-10-2012 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Revision Permit No:PCRl2005 Building Inspection Request Line (760) 602-2725 Job Adtdress: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2762 GATEWAY RD CBAD PCR 2133000200 Lot#: $0.00 Construction Type: CB1123C7 GRATZKE: REVISION TO ELECTRICA PAGES E2.2&E3.1 &A3.1 0 NEW Status: Applietj: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/13/2012 jma 02/10/2012 02/10/2012 Applicant: KIM STONE Owner: MATTHEW FOCHT ENTERPRISES INC 6363 GREENWICH DR #175 92122 858-638-7277 6965 EL CAMINO REAL #105-700 CARLSBADCA 92009 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $161.25 $0.00 $0.00 Total Fees: $161.25 Total Payments To Date: $161.25 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE; Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/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 Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. _ .Original Plan Check No. Project Address Date Contact f(illl\ ^jtfh^ Contact Address •Mr eg j/s ,^<?7 .1 vrw^i^*' ^' —• rax General Scope of Work, Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans • Calculations • Soils • Energy • Other 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existinq sheets • «^ T2.Z 0 Sin^k lii\t dU^MM ^^\/i^rol/\^^^^Mi^€Mi 1 4^. 1 5 Does this revision, in any way, alter the exterior of the project? Q Yes 6 Does this revision add ANY new floor area(s)? [H Yes [STNO T Does this revision affect any fire related issues? • Yes ^ No 8 Is this a complete set? • Yes ^ No ^Signature^ JS; No 1635 FaradayAvenue, Carisbad, CA 92008 Phone: 760-602-2717/2718/271' www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In Partnersliip -witli government for (BuiCding Safety DATE: 2/2/12 •y^ppLiCANT •r JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: PCR12-05 11-2307 SET: II PROJECT ADDRESS: 2762 Gateway PROJECT NAME: Gatzke Dillon & Ballance - TI ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I 1 The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not adVise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mali Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 1/27/12 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnersliip -witA government for (BuiCcfing Safety DATE: 1/24/12 •APPLICANT •TJURIS^ JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: PCR12-05 11-2307 SET: I PROJECT ADDRESS: 2762 Gateway PROJECT NAME: Gatzke Dillon & Ballance - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I 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: Ware Malcomb / Kim Stone 6363 Greenwich Dr Suite 175, San Diego, CA 92122 I I 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: Kim Stone • M.) Telephone #: 858-638-7277 Date contacted: 11Z-M 11 z- (by: P^) Email: kstone(%waremalcomb.com Fax #: 858-638-7506 6Mail ^ Telephone-^ Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 1/18/12 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad PCR12-05 11-2307 1/24/12 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: PCR12-05 11-2307 JURISDICTION: City ofCarlsbad OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: VB ACTUAL AREA: 7056sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: YES OCCUPANT LOAD: 85 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/27/11 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/18/12 DATE INITIAL PLAN REVIEW COMPLETED: 1/24/12 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 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 2009 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 vou submit the revised plans. City of Carlsbad PCR12-05 11-2307 1/24/12 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please revise the single line diagram to show the individual services to be grounded. CEC 250-24 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad PCR12-05 11-2307 1/24/12 [DO NOT PAY- THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: PCR12-05 11- 2307 PREPARED BY: Doug Moody DATE: 1/24/12 BUILDING ADDRESS: 2762 Gateway BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valu ation Multiplier Reg. Mod. VALUE ($) Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: [^Repetitive Fee ~ Repeats • Complete Review • Other g Hourly EsGil Fee $161.25 • Structural Only 1.5 $86.00 Hrs. @ $129.00 Based on hourly rate Comments: Sheetl of 1 macvalue.doc +