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Home My WebLink About1675 FARADAY AVE; ; CB002805; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11/27/2000 Commercial/Industrial Permit Permit No: CB002805 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 1675 FARADAY AV CBAD Tl Sub Type: 2121303300 Lot#: $404,684.00 Construction Type: 28 Reference #: THE IRIS GROUP INDUST 0 NEW 14,453 SF IMPROVEMENT, 10,936 SF OFFICE Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: MONTELLO GEORGE HOFFMAN STEPHEN C/O THE IRIS GROUP, INC 1675 FARADAY AVE CARLSBAD CA 92008 ISSUED _.,,.,.---- 07/31/2000 MOP 11/22/2000 11/27/2000 4715 60TH STREET SAN DIEGO CA 92115 619 229-0642 5203 11/27/00 0002 01 CGF• Total Fees: $29,056.92 Total Payments To Date: $1,097.58 Balance Due: $27,959.34 Building Permit $1,688.58 Meter Size Add'! Building Permit Fee $0.00 Add'I Reel. Water Con. Fee $0.00 Plan Check $1,097.58 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWAFee $0.00 Plan Check Discount $0.00 CFO Payoff Fee $0.00 Strong Motion Fee $84.98 PFF $5,573.00 Park Fee $0.00 PFF (CFO Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $4,986.17 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 LFMZ Transportation Fee $0.00 Add'I Renewal Fee $0.00 PLUMBING TOTAL $0.00 Other Building Fee $0.00 ELECTRICAL TOT AL $210.00 Pot. Water Con. Fee $0.00 MECHANICAL TOTAL $42.00 Meter Size Master Drainage Fee: $0.00 Add'I Pot. Water Con. Fee $0.00 Sewer Fee: $15,374.61 Reel. Water Con. Fee $0.00 Redev Parking Fee: $0.00 TOTAL PERMIT FEES $29,056.92 FINAL APPROVAL Date: Clearance: _____ _ NOTICE: Pl ase take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otheiwise ex ired. 27959=34 FOR OFFICE USE ONLY r/qo1Lf1 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. {!):) ~o-5 EST. VAL. __ ]>-"""-']~{....,CJ=· --=~-"-c:,,l~- Plan Ck. Deposit (/DC/ J ' ~ Validated By ___ -"M----'-~p_,/J _ _,__, __ _ Date ____ -----=1,,-+-}_'°!:>-1/_b::) __ r i 08/02/00 0001 01 G PRMT {\ .-' v .... 10';'7,.58 Leg:J}.7c:f._i:..nr':!J C).,,,--3, 3 Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Ass~r p • tl!JiJ)tn'/Jse ;/p-p;e!J}e /-t,(_ M:-f//UI(_ O State/Zip Telephone# Fax# Name ~rm.!~i;-~M~P-, -~--: .. :t,354·---e,o,_~-P& MG7rJ. -~flifi:J cA ~ (6ri?)4-3l;_tliJ -~ · Name Address I City I S.tate"i~ Telephone# '.§;:--·.gg_~I13A9TsQf!,;· pp~~~ANY'N~!;°. ·-'"-~ ---·-... ' ............. -.. . -.... - State/Zip Telephone State License # _________ _ :~; .. W9.l.l$!:.R$'.'QOMP~~~AnoN · · ·; . ~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is .l(s;ued. My worker's com{lensation i,;isurance carrier and policy number are: _ \ Insurance Company Y'luJ.~o~ Policy NoCV'fJ:\ 0'2-~1)'{ -D) Expiration Date ,~ \ \ C,O (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secur_g.__workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dolla s 1 ,00 , in addi' n to the cost of compensation, damages as provided for in Section 3706 of the La or code, interest and attorney's fees. SIGNATUR,_-+--.,._,_=-'-----~---------------------:-z;_ ·-.J;>JNijl;__s_!lUJ_LQElfQ~Q.IJ\R.i\'tJQJ\! . , '. · . . . . . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE _________ _ ;¢,QlVre~!;T_l;jH,1$ ~EOT.19fl)=Qll' N°(iNJfii:SlfJEN-Ti.(U. BUl~DING ·PE6MJTS Oflll-Y: . .' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. Lfl-1~;::Ji§l,l~T8UC1'.IQ,N'CEN.P.!NGMl:!'¢Y, __ -_-___ . _____ . _ ....... . I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ !S1k <, ~~ep~c;AN:r-c~BllflQAJ~Q,~s . ' r_ " , ' .: : '" --~ , , -~'{-A' , "',, I ----= ' H, -" -~-~ ,,,_= '~ , ', "~-" '-~~ • H I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the build' g Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is no menced wit 80 days from the date of such permit or if the building or work authorized by ch p mit is suspended or abandoned at any time after the work i ommen ed for a of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S S/GNATUR YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 03/08/2001 Permit# CB002805 Inspector Assignment: TP --- Title: THE IRIS GROUP Description: 14,453 SF IMPROVEMENT, 10,936 SF OFFICE Type:TI Job Address: Sub Type: IN DUST Suite: 1675 F,l,\Rft,.DAY AV Lot Location: APPLICANT MONTELLO GEORGE Owner: HOFFMAN STEPHEN Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lns12ectiori HistoD'. Date Description 03/06/2001 89 Final Combo 02/21/2001 19 Final Structural 02/21/2001 29 Final Plumbing 02/21/2001 39 Final Electrical 02/01/2001 34 Rough Electric 01/23/2001 14 Frame/Steel/Bolting/Welding 01/23/2001 17 Interior Lath/Drywall 01/19/2001 14 Frame/Steel/Bolting/Welding 01/19/2001 14 Frame/Steel/Bolting/Welding 01/19/2001 17 Interior Lath/Drywall 01/19/2001 34 Rough Electric 01/18/2001 14 Frame/Steel/Bolting/Welding 01/17/2001 14 Frame/Steel/Bolting/Welding 01/17/2001 24 Rough/Topout 01/17/2001 34 Rough Electric 01/17/2001 44 Rough/Ducts/Dampers 0 Act Comments Af Phone: 6199933274 Inspector: Q_ Requested By: STEVE Entered By: CHRISTINE t Act lnsp Comments CA TP NR TP NOT COMPLETE NR TP NR TP AP TP SUB PNLS ( ND. PNL SCHD REV.) AP TP CEIL CLOUD CORR. AP TP CEIL CLOUD PA TP DUCTS @ CLOUD PA TP CEIL CLOUD AP TP WALL PA TP CEIL LITES @ CLOUD NR TP AP TP WALLS WEST END REULUNCH AREA WC TP AP TP WALLS WEST END REL/LUNCH AREA WC TP ' -· City of Carlsbad Bldg Inspection Request Permit# CB002805 01/02/2001 17 Interior Lath/Drywall 12/15/2000 31 Underground/Conduit-Wiring 12/08/2000 31 Underground/Conduit-Wiring For: 03/08/2001 Inspector Assignment: TP AP TP FURRED 2 HR WALL AP TP WEST END OF BLDG AP TP EAST END. OF BLDG --- Citv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite &ir.e~ Plan Check#: Date: 03/06/2001 Permit#: CB002805 Permit Type: Tl Project Name: THE IRIS GROUP Sub Type: INDUST 14,453 SF IMPROVEMENT, 10,936 SF OFFICE Address: 1675 FARADAY AV Lot: 0 Contact Person: STEVE Phone: 6199933274 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... lnspected]1 ~ Date 2/2/o1 By: , ~ Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: ______________________________ _ 0 r-~/ ;1j'-l{iuifii?.7/f7w~ =?Jl11;-rt1'S' u n ,nwunm~nmnm •Q,u mmn1 lb 111111111111111 ,. u Ut1111w1w, ·u '''"' uw unr ·-,mu'i!mar· 1UQUtmwmm11.t,muww1u,unmu1mnumuunnmnn u · r • ,. 6 ' .a. ~ • ,.._._, ,-----• r---, .,..a....., • r--i r--, • ,--, ~ l \. .• \ ,' •.:. l \ / •, ,' \ I 1 .;.. I \ '~-. '~·-, ' If' 1/ ' if ,f-' i,? fl // :l // ji / r-,-·~11. \ \~-~ ~-- ~' -~--~, ~ ·\, ~\ ';-. \\ '~ \\ \. // I' /I l ,'I I)' I' ' I I 11 -~t ~ \, \. \:~, \\ \~\ '\\ \~\ ~\ ,~. ..,.._, . ..,.,.. . .. " 13 CA. N£S"LE~ STUOS ~=~rw~D PIN /IJJ30 ,:::so 10 BOTTOk.! :lf' "Rl..,SS a G/.. I-WICER WIRES O z!.-c·· 0.C. l>IN, SAOOLE-TIE TO Cf-'Al·H-1E·.s. BEGIN Will£ wrr-111,, s· or EIJO Of' CK>\NflEL PAIW WIRES "-1 \\'HE l?E VIS18tE 1 1/2" COLD Fi'OLLEO CH,t,NNELS o -4"-c" o.c. 11AX. t::ioss E~A:::11-.~. IN SlA.L AS INOICJ..TED PR-0\IIC,£ 'L' CLIPS C> CHS..NNELS/STU•JS CONNECTIQ.'l'S 'II/ fe MET~ STUO ~RE'IIS 4~ METAL Sl'J:) 13 .:A. 5/!5" GYP. eo. PAINT P-2 BC•:C STIJCS ANj PF!:,,.0':l( ~N'.,;(F. YIHERE STOOS SF·.•cE DETAlL OF SUSPENDED GYP!_ BD. CEILlNG CLOUD 1 • = ,·-o· ""' 0~ I~ ,n-~d b~ 0 ::! ll ;!a: I.I>-oo ,II f ~ .= t u Ci i ~ 1/J 0 N ...--- <., I> z I .... 0) I G .... .... G .. w w J} 3 J: -< z tJ 3 J} z ~ J: -< z tJ 3 I> z .,, GI G GI (II .t,. G t,.) co U1 ,, G t,.) DATE: 11/21/2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2805 EsGil Corporation 2n Partnersnip witn (jovernment for 'BuiCtfing Safety SET: III .PROJECT ADDRESS: 1675 Faraday Avenue D~NT ~ D PLAN REVIEWER D FILE PROJECT NAME: TI for Offices@ Manufacturing Bldg for IRIS Group D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. IZJ The plans·transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the pfan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: · Date contacted: (by: ) Fax#: Mail Telephone Fax In Person REMARKS: Handwritten note on M2 mwst be added to City set. Applica"1t (Alex) is hand carrying plan check Set to City for permitting. --0 ~ -(¾ y By: Eric Jensen Enclosures: Esgil Corporation D GA D MB D EJ D PC OTC trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 'l.n Partnersliip witli (jovemment for 'BuiUing Safety DATE: November 8, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2805 PROJECT ADDRESS: 1675 Faraday Avenue SET: II PROJECT NAME: T.I. for Manufacturing Bldg. for the IRIS Group T . LA REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IX] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IX] The applicant's copy of the check list has been sent to: Hyndman & Hyndman Architecture 2611 S. Coast Hwy. 101, # 201, Cardiff, CA 92007 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IX] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alex Telephone#: (760) 634-2595 Date contacted: l l l ~ (by: 15) · Fax #: (760) 634-0285 Mail _.-Telephone D REMARKS: FaX-In Person By: Bert Domingo Esgil Corporation D GA D MB • EJ D PC Enclosures: 10/31/00 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-2805 II November 8, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1675 Faraday Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/31/00 REVIEWED BY: Bert Domingo FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-2805 SET: II DATE RECHECK COMPLETED: November 8, 2000 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items .. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes ONo Carlsbad 00-2805 II November 8, 2000 1. 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. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. This will be checked when all the items below are met. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen MECHANICAL (1997 UNIFORM MECHANICAL CODE) The mechanical plan design is incomplete as submitted. The mechanical design will be plan checked when completed plans are submitted. 1. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 309. 2. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. "Air-moving system is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." Please provide the required smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 00-2805 II November 8, 2000 . 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 ~umber, 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 D No D 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 Bert Domingo at Esgil Corporation. Thank you. .... EsGil Corporation 2n Partnersliip witli (jovemment for '13uiUing Safety DATE: August 10, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2805 PROJECT ADDRESS: 1675 Faraday Avenue SET:I D~ANT ~ D PLAN REVIEWER D FILE PROJECT NAME: T.I. for Manufacturing Building for the IRIS Group D The plans transmitted herewith have b~en corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8: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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [2s] The applicant's copy of the check list has been sent to: HYNDMAN & HYNDMAN ARCHITECTURE 2611 S COAST HWY 101,#201 CARDIFF, CA 92007 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [2s] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: A L-CX' Date contacted: f {,s{oo (by:~) Mail ~phone Fax Vin Person D REMARKS: By: Bert Domingo Esgil Corporation • GA • MB D EJ D PC Telephone#: (760) 634-2595 Fax #: ( :jc;o) Co.3 '-(. o 2. P..S Enclosures: 8/1/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-2805 August 10, 2000 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 00-2805 OCCUPANCY: B/Fl/Sl/ A3 TYPE OF CONSTRUCTION: III N ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: August 10, 2000 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office /Manufacturing/ Storage /lunch ACTUAL AREA: STORIES: TWO HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/1/00 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list {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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 00-2805 August 10, 2000 1. 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. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 3. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. • MISCELLANEOUS 4. The recommended RB1 is W12X26 but the plan shows differently. Please clarify. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign each sheet of the plans. • PLUMBING (1997 UNIFORM PLUMBING CODE) 2. Provide plumbing plans for any changes to the existing plumbing design. 3. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as per the City of Carlsbad. Carlsbad 00-2805 August 10, 2000 • MECHANICAL (1997 UNIFORM MECHANICAL CODE) 4. The mechanical plan design is incomplete as submitted. The mechanical design will be plan checked when completed plans are submitted. • ENERGY CONSERVATION 5. Provide pl.ans, calculations and worksheets to show compliance with current energy standards. The ENV design for the transformation of the manufacturing (unconditioned? space to conditioned office space) 6. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 7. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 ( d). (zone, contactor?) Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans . . 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 D No D 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 Bert Domingo at Esgil Corporation. Thank you. Carlsbad 00-2805 August 10, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bert Domingo BUl,LDING ADDRESS: 1675 Faraday Avenue BUILDING OCCUPANCY: B/Fl/S1/ A3 BUILDING BUILDING AREA VALUATION PORTION (Sq.Ft.) MULTIPLIER T.I. 14453 28.00 Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 00-2805 DATE: August 10, 2000 TYPE OF CONSTRUCTION: III N I VALUE ($) I 404,684 404,684 • 1994 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 1688.58 • 1994 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 1097.57 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgi"I Plan Review Fee: $ 878.06 Comments: Sheet' 1 of 1 macvalue.doc 5100 PLANNINC/ENGINEERINO APPROVALS PERMIT NUMBER CB S?i}fo5 DATE do . ADD~$$ ___ /i_6_. ?_5_· _-(;;, __ Ir(),_...~-·_.;.··~~~---· _____________ __ "RESIDENTIAL · RESIDENTIAL 'ADDITION'.MINOR ( <$10,000.00) ~IMPROVEMENT CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING OTHER __________________ _ DATE __ ~..,..r:f_· ..,..~_0 __ _ DATE---+-~-'9/,-'-,0....:.--.1/tJ __ , ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from applicant. D Calculation based on bu· ng plancheck plan submittal. Cfin \ / ),/?, / Addres(t . d Bldg, Per~(. il/o~ /~ J Prepared by:.-+-=-----,r-H--v-+-----"--'--f---Checked by: ____ Date: ____ _ List types and square footages for all uses. Sq. Ft./Units: ;y;: {(/-} EDU's: 5-/ ,3 Sq. Ft./Units: ------EDU's: ----'--- ist types and square footagi/yr all u~s. Types of Use: -.::<-~__,_ ______ ._ Sq. Ft./Units: r1 V.5 ~ ADT's: Qt~,.'( / Types of Use: Sq~ Ft./Units: _____ _ ADT's: ------ FEES REQUIRED: WITHIN CFD: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: ___ _ FEE/UNIT: ____ _ X NO.UNITS:~-- D 2. TRAFFIC IMPACT F_EE ~ ADT's/UN~/G JJ ~T: 0 ?> ZONE TRANSPORTATION ADT'S ____ X $10 D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: ____ _ X D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.:. ____ _ D 5. SEWER FEE ,,- EDU's: . :2 ,( 5 ,.--- BENEFIT AREA: r EDU's: .£/_3 D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA. ___ _ X X X FEE/ADT: FEE/SQ.FT.JUNIT: FEE/EDU:;397 FEE/EDu/1 uiJ HIGH /LOW =$~ =$~fG .17 = $ c:::::::::::: DIST. #3 __ ) =$.~ =$ -==== 7 ACRES:____ =$ ~ . X FEE/AC: D 8. POT ABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of2 Word\Docs\Mlsforms\Fae Calculation Worksheet Rev. 7/14/00 ,. j J ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE TOTAL OF ABOVE FEES*: $ ________ _ * NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may al~o ~e required with Building Permits. 2of2 Word\Docs\Mlsfonns\Fee Calculation Worksheet Rev. 7/14/00 I ~ ' ' , - ' . I ' I • • . 1fctr3 .. f,tJj w ' ( . ' ,I . . . ' . ' . ,d,1~>ill .·. ' I ' Frt5 ' . . ~~-{)'(p ··~ .. .. · (~. d-7 (oA)J.··. . . . . . . ...,--------. . . ...... · .. · ' . . . . . . . · c;).t<o:75 . . ' ·• l, i ' . . . : . -:': ~-~-:,· .. _·:. . • 0 ', ••• ' y ' L ,,, •• ! .• -~ ' A,:~ . ' .... "'':;,o;-'l•' .Ir . . ', 1.-·,,_-, PLANNINC/ENOINEERINC APPROVALS PERMIT NUMBER CB ~80CS-- ADDRESS ILQ15 .F'~ 1s;sJ RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) OTHER DATE If-~ -oo PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE· FAIRE COMPLETE OFFICE BUILDING -------------------- DATE ------- ENCINEER DATE ------- Oocs/Mlsforms/Ptanning Engineering Approvals Carlsbad Fire Department :rs~c/ 002805 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 1112212000 ------------ Name: Stephen Hoffman Address: 1675 Faraday Avenue City, State: Carlsbad CA 92008 Plan Checker: Job #: 002805 ------- Job Name: The Iris Group Bldg #: CB002805 ------------------Job Address: 1675 Faraday Avenue Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must.be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 002805 2nd FD File# 3rd Other Agency ID Carlsbad Fire Department /S5,u.J-c) 002805 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 1112112000 ------------ Name: Stephen Hoffman Address: 1675 Faraday Avenue City, State: Carlsbad CA 92008 Plan Checker: Job #: 002805 ------- Job Name: The Iris Group Bldg #: CB002805 ------------------Job Address: 1675 Faraday Avenue Ste. or Bldg. No. D Approved D Approved Subject to IZ! Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 002805 2nd FD File# 3rd Other Agency ID ----- Requirements Category: Building Plan Page 1 Requirement: Pending 05.34 Smoke Fire Damper requirements Provide information on the plans as to how the smoke fire dampers are to be activated. If they are to be activated by single station smoke detectors provide the locations of the detectors on the electrical plans. Also provide the state fire marshals listing sheet and the manufacturers cut sheets on the detector. 11/21/00 I I I I I I I I I I I I I I I I I I I Structural Calculations for Iris Group Room 122 Mezzanine Addition Client: Hyndrnan & Hyndman Project No.: 00129 Contents Load Data ....................................................................................................................... 1-1A Vertical Loaded Members .................................................................................................. 2-9 Lateral .......................................................................................................................... 1 0-51 Foundation ........................................................................................................................ 52 cc: (2) Hyndman & Hyndman, July 14, 2000 BY DATE PROJECT PAGE OF I I·· I I I I I I I I DESIGN LOADS (psf) METAL DECK FLOOR LOCATION ~ Concrete & Deck ( ) Topping & Tile ( ) Joists ( ) Insulation ( ) Mechanical ( ) Ceiling Joists ( ) Ceiling/Lights ( ) Sprinklers ( ) Miscellaneous ( ) (D) Dead Load (X}_ Beams & Girders (D) Dead Load (P) Partitions (Vertical) I (P) Partitions (Lateral) (L) Live Load .• I ( ) Fire Rating ( ) Sprayed I DESIGN LOADS -LIVE · t.o~- () NR ( ) 1 Hr ( ) 2 Hr R = reducible per UBC NR = not reducible ( ) Residential 40 psf ( ) ( ) Public Assembly 100 psf (NR) I ( ) Office 50 psf ( ) 0<2_ Exits 100 psf ( X) ~ Office 80 psf (X) ( ) Balconies psf I ( ) Partitions 20 psf Vertical ( ) Light Storage 125 psf (NR) 11-----------------ll----------------1 I ( ) Partitions 10 psf Lateral ( ) Retail 100 psf ( ) ( ) psf I ~' =====D=E=F=LE=C=T=IO~N=S=·=F=L=OO=R=====~'I . I ( ) Live Load L / 360 /I ( ) Live Load L / I lj := =( =) =To=t=al=L=oa=d==L =/ 2=4=0~/f ( ) Total Load L / f BY ?:Pr DATE rl/0 PROJECT · l Z-1 PAGE \ 1,,____ _________ __._____J ] l ___________ ......-r-r--, I ,S,o : \:;:. ~ro / + k:)t::1,_ $ ""D~ ~ \. ~ A US> V ? ~ t.:::=t4 i +="~ ~ O"Yi',_st L,<.._A \__ ~(_) ;LJ L~ • I I I I I I Vu~ +o ~ [ ~ l,,::, i"L C ½ -\o J v~¾-u-r-b ~ ~o ~ l, ::c: \....,?'"?C-d ~ -7~ t-' \_ a..,\.\.~le b?~o.-v~~ -rv~?vvi::. ~ J;e_.~t\.--~ ~l,,1A-~~d. ~\.A-\-~\._l__--e.-d ~ + '--'-"--~ -Y-~'Po--r+, ?~C:. c>Y ~~ \..~\ ?0 1-\_ S l '-"------\-o--n--L \.\.bcA. ~ ~ " Y-f ~ L '-'-4._ \. \o c:> i\..J ~ ~Cc.-V-~ I FOU~PATIOhl 11r THE FOUNDATION DESIGN IS BASED ON lliE RECOMMENDA1JONS CONTAINED THE SOIL REPORT i_ ~ NO. 0273-004-DOC.l§-0499 DATED: AUGUST 2, 1996 i i AND PREPARED BY GEOTECHNICAL INCORPORATED t ' . 12 ~ ALL lli~ R;~~o;:;;ON~~T;,N~o-;";i·"~~=TAREPART~OFlliEsl SPECIFICATIONS. 13 SITE AND BASE PREPARATION SHALL BE AS PER SOIL REPORT RECOMMENDATIONS. All FOOTINGS EXCAVATIONS SHALL BE INSPECTED BY THE SOIL ENGINEER AND BUILDING DEPARlMENT BEFORE THE CONCRETE IS POURED. '{' 15 t lHE SOIL BEARING VALUE USED FOR DESIGN OF FOOTING UPON UNDISTURBED SOILS 4 e ANO 24 INCHES BELOW LOWEST FINISHED GRADE IS: __ .-2500~--PSF ·· I . 16 ~,-~~~E SOl~S RE;~;~m~~R ~CMPA~~:.,:::;~=~~~' u:~~~~·~:-: ;~~:;~~-o_. .. ~ M~--4 PAD PREPARATION SHALL BE IN ACCORDANCE Willi THE SOIL REPORT ANO SHALL BE INSPECTED BY THE SOIL ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL BE 17 KEPT MOIST PRIOR TO THE PLACING OF CONCRETE. PRESA TURA TlON OF THE TOP 18 INCHES Of THE sv SLAB SUBGRADE WILL BE AS PER SOILS REPORT. - I 8 ALL UATERIAL FROM FOOTING EXCAVATIONS TO BE REMOVED AND SHOULD NOT BE USED -~ DATE UNDER THE SLAB ON GRADE. ra? PROJECT:-0. 19 PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION THE SOILS ENGINEER SAHLL ADVISE lliE BUILDING OFFICIAL IN WRITING THAT: A) THE. BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. / Z-1 I B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. PAGE C) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. ;l A OF'7? 111...------------- .. I ) I I I I I I I I I I I I I I I I I I ---------·----·---•-"--------------------------------~----------' --Pl l,,l, -r 1...- -Pl., l,l,, ,t_,, 12 l -tqo"' :it- :zc,qi ~ 4004-~ -- v --i----1--"-~L I (3)--r----__ ~ :::-.J!; ~? ~/2-t.-- -::. ~ '2-0 -ct'J"/z.,.t; I c:;i l l ""3 / ~z. tD.,;'.-f~O ~ I -\. \,.JS 42 * zz_oZ-""'2--~ ) ai.o"2l7 .,r:J- t tp "'7'7 5 1'F ~ ~.,, :.t) 7,.-t-___ -/ -r;,;·, t,_-z-o <F/z.-6 -,4-l "> -'!l:u'. !~l ~ --.,("p&- (D ~\ -2-?-Z~ 4'.0? C> t.t_ctb~ 1t ,Jr it © ""?,-2.. <;:, ltt., ~ lt"' ,tfO?b # ff lZ;b?lt~ BY DATE 7/oe> PR0JEcr:--:o. {-c,-1 PAGE OF I :1 ,,, s :1 I ,, I I I I M I I I I I I I I /,v /2--X. ~~ ,r5 , I I I I f71o -= 0 Cl,o~ ~""DL, ~l~ o'-k:, ~~ = \l,.q ~ ~--bC ~ .R_ If L1.-i-= • --1.1+ --P, ~' 0-'lt-.1'-~'°~ /I j_ .Aµ.; :::. . ,1:1,,7 . -::.. --0, lC.. 4-c'P=> 0 "? C !,,<..../ l '2-}l Z-b BY -~~ DATE -roV I PROJECT :--.o. /zf1 PAGE I OF I 4 I I I I I I I I I I I I I I I I I I I To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev: 510300 User. KW-060166, Ver 5.1.3, 22.Jun-1999. Win32 (c) 19B3-99 ENERCALC Description General Information Fy -Yield Stress 36.00 ksi Title : :fr t ~ t5i ~ /7 Job# Dsgnr: Date: 12:50PM, 11 JUL 00 Description : ~ t 2-i Scope: Multi-Span Steel Beam ~ Page Calculations are designed to AIS"C 9th Edition ASD and 1997 UBC Requirements Load Duration Factor 1.00 Spans Considered Continuous Over Supports . Span Information Description I I Span ft: Steel Section End Fixity Unbraced Length ft i i Loads live load Used This Span ? · Dead Load k/ft i Live Load k/ft i r Results I Mmax@Cntr k-ft,1 @X= ft! Max @ Left End k-ftl Max @ Right End k-ft 1 fb: Actual psi, Fb : Allowabie psit fv: Actual psi, Fv : Allowable psi• , Reactions & Deflections Shear@Left k' Shear@ Right k Reactions ... DL@Left k· LL@·Left k Total@ Left k DL@Right k LL@Right k1 Total @ Right k, Max. Deflection in; @X= ft: Span/Deflection Ratio : Query Values I Location ft l Shear k Moment k-ft I Max. Deflection in' 13.00 W12x26 Pin-Pin 13.00 Yes 0.413 0.00 0.00 0.00 -47.10 16,928.8 17,032.0 Bending OK 2,244.3 14,400.0 Shear OK 0.94 6.31 1.40 -2.34 -0.94 7.69 9.09 16.77 0.106 7.97 1,469.6 0.00 0.94 0.00 0.00 9.00 W12x26 Pin-Free 9.00 Yes 0.413 0.750 0.00 0.00 -47.10 0.00 16,928.8 21,600.0 Bending OK 3,724.1 14,400.0 Shear OK 10.47 0.00 7.69 9.09 16.77 0.00 0.00 0.00 -0.714 9.00 302.3 0.00 10.47 -47.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t J f I .. I :1 ~! I ,.: 1 I ·.; I ~I ~- I 1· I I I -I I I I I I I I I I --------. ----,----------·-----' . ;vl::;. ·J ~ \ <~ . ~ :--1r~_ 12 :::: \4,1 J?-\.p:, -x;;,£.. I zt I' . . . /;:)?e.-k;)lc:'Px47 \.~q1 ~z_.~ \~ z,'7 %c- I I M_,a._ ~ l lb~ ~-+£ A I =-,. -61 ~ \ 1,\... .::: --1/42.-3> l -;:-_&-!_}_, 'l'_J_~_....-__ 1?'. __ &,_~'2--~ LN Ve.. ~ 1..--l--== -rv -=- _jfZL =it: ,,.,, ?"Z-1 ,t::;t,,,,4 '7 ;#' .<;?q 7 ,g-# (]) 12 l (q,;:;3 .i:J=" -"32-7, .;/: -1_? 2-7;, -:Ir -z l ' '!!'24 ~ ~ ~ ;:;44-'1 -t , {'-~ iq 7£ -ii-;: l<.:> l z_)(.Z-'2-( ,1,(.,_ :-6c, k-f ';-~ BY ?Yr DATE H ( t,1 PAGE I I I ,· I I I I I I I I I I I I I I I I To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. ---------------------- Title : pr~ -e, 6-; y,trz)-f' Job# Dsgnr: # ~ Date: 2:05PM, 11 JUL 00 Description : l Z.,7 Scope: Rev 510300 User KW-060166 Ver 5 1 3, 22-Jun-1999, Win32 (C) 1983-99 ENERCALC Steel Beam Design ~ Page Description General Information .. ueawSteel Section : W12X22 Center Span Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I Fy • we 36.00kst · Pinned-Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Left Cant. 21.00 ft 0.00 ft 0.00 ft 21.00 ft LL & ST Act Together Right Cant Lu : Unbraced Length · DistrTbiited Loads GAi ?t#i#Si\#t h\M#¥ #1 0.186 -0.312 #2 #3 DL LL ST Start Location End Location ummary Using: W12X22 section, Span= 21.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 21.00ft, LDF = 1.000 Actual Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres fv I Fv 10.253 k-ft 4.855 ksi 0.738 : 1 1.953 k 0.610 ksi 0.042: 1 '. Force & Stress Summary Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ... Query Defl@ Reaction @ Left Reaction @ Rt Maximum 10.25 k-ft 1.95 k 1.95 k -0.180 in 0.000in 0.000 in 0.000 ft 1.95 1.95 Fa calc' d per 1.5-2, K*Ur > Cc : Section Properties G4AA oeptfi Width Web Thick Flange Thickness Area W12X22 12.310,n 4.003in 0.260 in 0.425 in 6.48 in2 DL ...Qrr!y_ 10.25 1.95 1.95 -0.180 0.000 0.000 0.000 1.95 1.95 weight I-xx 1-yy S-xx S-yy #4 Allowable 13.900 k-ft 6.581 ksi 46.089 k 14.400 ksi nse, 14 ¥ Wii #6 Max. Deflection Length/DL Defl Length/(DL+LL Defl) #7 k/ft k/ft k/ft ft ft -0.180 in 1,400.8 : 1 1,400.8 : 1 <<-These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants -6.95 1.32 1.32 0.122 0.000 0.000 0.000 -1.32 -1.32 0.122 0.000 0.000 0.000 -1.32 -1.32 22.01 #/ft 156.00 in4 4.66 in4 25.345 in3 2.328 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.907 1n 0.848 in 1.020 in I I I 1..------------- 1 I I I I I I I I ~ ~~------\-,----)¥'/~ l<v !=z__ M::: \ \l C> 30 ;ij=:----t.-£ ~ ll r \.. lE=---t-----6 ~ Jc:> :-ll ' \. (_\._ -i::) 2l,.C::. BY -r:FF DATE 1/1,;f) PROJECT:--0 PAGE 7 OF ~? I r-____________ __,;.. _____________ _ I I I ;;:p:: t4 "7.00 ) BY rJF DATE (Z-,-1 PAGE B I Stedman & Dyson Engineering 7/13/00 I SQUARE PAD FOOTING -CONCENTRIC LOAD I I I I I I I I I I I I I I I I I Job: 11-----j:::;_.,,.-;-"'_' ~_,__-~(n=-+-..... v.-=qz,.__'-?_,,"""'O ______ __.I e,;-Co Iv,-_-.. Location:._ ___________ ___,'j fc: 2.5 ksi fy: 60 ksi Tslab: 5.0 in Tof: 12.0 in Cx: 4.00in cover: 3.0 in Top Bars: #4 Bottom Bars: #4 Tftg: 36 in Round: 0% ..._ __ __, Surcharge= 121 psf Qded= 382 psf D= 48 in Bdown= 4.75 ft Bup= 2.50 ft Bftg= 4.75 ft Qser= 2.40 ksf Qall= 2.50 ksf Pu= 71.01 Quit= 3.15 ksf Mu+= 31 fk Mu-= 0 fk Concrete beta1= 0.85 m= 28.24 Fr= 163 psi b= 57 dr= 32.25 dn= 32.25 Sx= 181.50 in' rho max= 0.0157 rho min= 0.0033 Pdead: 21.70 k Plive: 23.90 k Psp: 0.00 k Psn: 0.00 k S orW?: - Incl fig weight?: yes -----, Qmin: 2500 psf Dmin: 24in Bmin: 30 in ..._ __ __, Qd: 0 psf/ft Qb: 0 psf/ft Qmax: 2500 psf Soil den: 100 pcf St inc: 1.333 Service Pdl= 45.60 k Pdls= 45.60 k Pds= 0.00 k Governing Service Ultimate Ultimate 71.01 k 71.01 k 0.00 k Criteria D+L D+L+S 0: 0° coh: 0.00 ksf Footing: 4 ft -9 in square by 36 in thick. No top bars required. With (4) #4 bottom bars each way. Quan Unit cost Total Excavation: 2.99 cy 100 $299.44 Concrete: 2.51 cy 50 125.35 Steel: 23Ibs 0.6 13.63 $438.42 Supporting data Moment Bottom One-way shear Two-way shear Ru= 0.0063 Vu= Ok Vu= 36k rho req= 0.0001 bo= 57 in bo= 161 in -0Vn= 156 k 0Vn= 883 k As= 0.26 in2 Min num= 4 Num= 4bars ldallow= 25.5 in Bend dia= 3.00 in Asact= 0.80 in2 hook?= N 90 deg?= Y ldb= 12.00 in room?= Y Ext= 6 spacing= 14.25 in Lbar= 51.00 in Lhook= 8.36 in Id= 12.0 in wt= 2.84 lbs lhb= 12.0 in Fbb= 434psi ldh= 8.0 in Moment Top Run= 0.0000 rho reqn= 0.0000 - Asn= 0.00 in2 -Numn= 4 bars Bend dian= 3.00 in Asactn= 0.80 in2 hookn?= N 90 degn?= Y ldbn= 12.00 in roomn?= Y Extn= 6 spacingn= 14.25 in Lbam= 51.00 in Lhookn= 8.36 in ldn= 12.0 in wtn= 0.00 lbs lhbn= 12.0 in Fbn= O psi ldhn= 8.0 in (619) 297-2223 I I I I I I I I I I I I I I I I I I Stedman & Dyson Engineering 7/11/00 SEISMIC ANALYSIS •• TWO STORIES OR LESS JOB:! ZONE:;-!4------,-, ______________ .., Z=,0.4 I 1=11 j Nv=!i-1-_2 ____ ___,l Na=~!1 _____ 4! R=j5.6 S=:Sd Ct=!0.02 !1.4 WEIGHTS Level Deso Area Diaph 2 i Floor l 676sf I 55.0 osf ! 2 ! Floor ! 300sf ! 55.0 osf I 2 I ! -j -l 2 I I -! -l 2 f Pero Walls l 51.0 ft j 83.0 olf i 2 i Pero Walls I 51.0 ft i 83.0 plf j 2 ! Par Walls ! 11.0 ft ! 83.0 olf ! 2 Par Walls ! 11.0 ft l 83.0 plf l 1 I -j -I 1 : -! -! 1 I -: -! 1 ! -j -! 1 i -i -! 1 ! --j 1 : : -i -j 1 i I -: -! BASE SHEAR Vdesign= MAX(MIN(V1,V2),V3.~ 10.3 k V1 = Cv*l*/Rff*W= 54.3 k 0. 737 *W V2= 2.5*Ca*I/R*W= V3= 0.11 •ca•I·w= V4= 0.8*Z*Nv*I/R*W= T= Ct*(hn)A0.75= VERTICAL DIST wx Wr= 73.7k W2= Sumwh= j : I 10.3k 2.5k 3.6 k 0.133 H. h eI0 t 12.5 ft - 922 k-ft 0.140 *W 0.035 *W 0.049*W vert F X 10.3 k 0.140wr - 0.000wr Partition 10.0 osf 10.0 osf --- - - - - ----- -- V 10.3 k 10.3 k Total WI 65.0 psf 43.9 k 65.0 psf 19.5 k -- -- 83.0 plf 4.2k 83.0 plf 4.2k 83.0 plf 0.9 k 83.0 plf 0.9k -- -- -- -- -- -- -- -- Wt= 73.7 k Cv 0.768 horiz F ·PX 10.1 k 0.140wp - 0.000wo 10.1 k F . min 11.3 k 0.157 - 0.157 Seg. Shear Diaph. Shear. Fx fx wi 6.2k 9.1 psf 2.7k 9.1 psf ---- 0.6 k 11.6 plf 0.6 k 11.6 plf 71.9 k 73.7k -- ------ ----- - F max 22.6k 0.314 - 0.314 : I -~ ... , ·1 I ,: ., I {: I ' I -.. I ~ ! I I I I I .I ·--··--. . ·• ---· -·---. ----+-··--. ··--. !4-r-; e-00-/&-I . V1 ~-p±- I I l ::: -7z; "-J = q"=3 lo.. k(-t-& ---J == \ q e ~/-1----t; ---:;;'u \P -rt!--r L l-vL f'.::::,--=:=,~d-l-.ttP.:::.-j, .., -t~.e::=;. ~(uz_ rc~------------------- a_ L~e.J.c Le ""? u 'P~ \i......--p c -s-c:_ d Lo~ ~ &.> "' 2\ 3 ,J;l;it.:t:.-2- ~~~ "'lo k = -Z,013,2£:?~/~ <.,5)/ . ~~ 4 ?o...1Jt-c ~ W --S "1?'-"' ...l &-L-c'.. v---e.,\,d -"-;> ?~--rv *° -4-Lv ~ u~ -c. \,<Sb~ o ._c_ , ------J _-= \._6 z.o t:t;_l --t-6. BY DATE L'l---1 PAGE )/ OF ~4 :~ I ----------------------------......,.,--, ::j .,. ... I I I I I I I I I I I I I I a..l t 13~-'? C . ""?~...., ~ ~c.. L.-~~l.AA-- v ==-lD-. ~ ~L-p°S> - [ ""t" ":, .&;. t ,;, X '3/U,, [ !, k>/-t ~ \\./I Fj %1l~ = L62 ~ I ~c.. ltt)~) C.,,::,,i,,.-...kt!:.> BY DATE PROJECT;-.;O. PAGE I II :,, I" Z ""?(.. + '.z;. t....l. + 52.o Q._., I I ~ ~ q vL ::-Jl,0 ~ ~ ___ _i._ ________ __:,__ __ _.__---J I .-, ,.-~ ,-:4 :;~ I .. I -· I -. •' I I ,. I I I I I I I I I I I I I Company ,:t::-y I -"? 6-J ~ f Designer :# Job Number : {, z.,,-9 ' /0 Basic Load Case Data BLC No. Basic Load Case Category Category July 12, 2000 Checked By: __ Load Type Totals Description Code Q~_:;;c;ri~tion Nodal Point Distributed Surface 1 Pos DL 1 DL Dead Load 2 1 2 I 'Pos DL 2~:· · .'· : ·: -l ··-oL I Dead Load 2"· -:~ ... I ·1: I -: < 0"-.: I 3 Pos LL 1 i LL Live Load 2 1 4 I· _:Neb:tL.2·: l · LL I Live-Load 2. I 1 I_ ... .... , I 5 Earth Q ! EL --!=.?rthqya_k~ Load 2 Load Combinations Num Descriotion EnvWS PD SRSS CD _____ BLQ Factor BLC Factor BLC Factor BLC Factor -1--Pos DL 1 + Pos LL 1 I 1 1 1 3 1 ! I I .2. I ·. Pos m .. 2 + :Nea:tL z ·.J' · I-1· ,, : t 1 2 I 1 1 ·. 4 ' 1 -· .1 :" .. r -' .. 3 Pos DL 1 + Pos LL 1 + E I ' 1 1 1.2 3 .5 I 4' I Pos-Dt··2:+ Neg LL.2+-E -r I. I. I ,. 1 .2 /. 1.2 .I 4i .•:-:-5·· __ :} I I·. .. ~-'< ' 5 Pos DI 1 I I 1 1 1 .o I PosDI 2:·, 'J t I I I 1 2'. I 1 I. I I 7 Pos LL 1 ' 1 3 1 8. I . Ned'.tL2 .1 · I I. I I 1 '4, I '1 I I . I 9 E I 1 5 1 Joint Loads/Enforced Displacements, Category : DL, BLC 1 : Pos DL 1 Joint Label N2 · N3 (L]oad or [D]isplacement L L Direction y y Magnitude (K, K-ft, In, rad) -3.329 . -3.329. . :-: . I Joint Loads/Enforced Displacements, Category: DL, BLC 2 : Pos DL 2 Joint Label [L]oad or [D]isplacement N2 I L N3 . . L Direction y 'I y Magnitude (K, K-ft, In, rad) -1.953 1 _ · · -1.953 · I Joint Loads/Enforced Displacements, Category: LL, BLC 3 : Pos LL 1 Joint Label [L]oad or Direction Magnitude ---[D]isplacement (K, K-ft, In, rad) N2 L y -5.649 NS, 'L J .. Y.·. I .-5.649' Joint Loads/Enforced Displacements, Category: LL, BLC 4 : Neg LL 2 Joint Label [L]oad or Direction Magnitude [D]isplacement (K, K-ft, In, rad) N2 L y 3.276 N3_ l . · .. L. I· y 3.276 RISA-3D Version 4 [C:\risa\iris1 .r3d] I _·: ·1 I :.l · ... .-': ,. . I ,, I 5 : -2.2 ! ·5 :· l: .:2;2; ,J,· .. ·>I':.~-;::->, .1 . I : >··:/, .. :: ;:-:-. I I I I j .,, ·::,, I l ' ' t -: ,_, .. i .. I : __ ·I:·. --tr:·:': .. ' I 1 -. ' .. , J: ·-· ' .. ' Page 1 I '3 r~ "-I I I I I I 1~ I t3 I C-- I 1-n'v I I I I I I I Company · di: l z,,,1 Designer . Job Number: Joint Loads/Enforced Displacements, Category: EL, BLC 5 : Earth Q i Joint Label N3 . _I - [L]oad or [D]isplacef"!l~nt L . N2--.'.. .L Sections Section Database Label Shae COL TU5X5X5 BRACE TU5X5X6 Material Label STL STL- STL Member Section Forces, LC 9 : E Member Label Section Axial ----------~<K~) -· M1 M3 1 0 2 0 _3 ____ o_J ____ _ 4 0 l--=-5 ----,---0 I 'l 1 .1 -5.15 I .2 r -5.t5 l 3 I. -5.15 ! 4. f -5.15 r 5 . I -5,15 1 -12.875 2 -12.875 ' 3 -12.875 4 -12 875 ' I 5 -12.875 I I ,_ ·M4. I 1 ,16.488 I 2 16.488 1. 3 16.488. -: i 4 16.488 ' ! ' 5 16.488 Member Stresses, LC9:E Direction X X .. Area (ln)"2 5.61 ._-·6;48· Sheary-y (K) 0 0 0 0 0 0 .. :o·:: 0 0 0 0 0 0--. ' 0 .. 0·- -0 0' 6.58 ----·-~---- SA(yy) ' 1.2 ·.tz. 1.2 Shearz-z (K) 0 0 0 0 0 . 0,' -o.·:_ o, 0 0 0 0 0 . ·o: .0. ... o. 0 '. 0 Magnitude (K, K-ft, In, rad) -5.15 -5~15 SA(zz) 1.2 1.2· 1.2 I ,. I y-y (1nA4) 20.1 • 7 4~66 ' 22.8 Torque (K-ft) 0 0 0 0 0 ·o 0 0 :o 0 0 0 0 0 0 0 '.O ,. 0 0 ~ ., I Member Label Section Axial Sheary-y Shear z-z Bending y-top Bending y-bot Ksi (Ksi) (Ksi} (KsQ (Ksi} M1 1 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 .M2 .. t -0.795 o· 0 . o. o· ·2 .-0.795 0 :0--0 _o··. 3. -0.795 o· 0 > • o. 0 4 ' -0]95, -· o· ,0·'·· .''Q; ·Q'-I. 5 -0.795 ·0 0 0 0 M3 1 -2.295 0 0 0 0 2 -2.295 0 0 0 0 3 -2.295 0 0 0 0 ~4--2.295 0 0 0 0 5 -2.295 0 ' 0 0 0 I I M4 ·1 I, 2.506 0 I· o·. I.· -. ·o· .. I 0 I RISA-3D Version 4 [C:\risa\iris1 .r3d] 'fh? July 12, 2000 Checked By: __ I z-z (lnA4) 20.1 ·. t56·· 22.8 Moment y-y (K-ft) 0 0 0 0 0 0: O_ 0 0 0 0 0 o: ... o::: o· .. ---.. ·o· 0- Bending z-top (Ksi) 0 0 0 0 0 o· 'O ,Q ._ ... '..(;): .0 0 0 0 0 0 ·o J (Torsion) TIC (lnA4) ___ Only 33.1 .29 .. · 38.2 Momentz-z (K-ft) 0 0 0 0 0 :0 ·0 -o. .. :.o .. 0 0 0 0 0 0 o· -,):._._:_: __ ·-. ·. ·-o· 0 Bending z-bot (Ksi) 0 0 0 0 0 ·-o_·,._.·--: _-.::_'O,-·-·: ·o··--~~-::-: ·.=.:.0>\'.ti;;;'f': o-c..- 0 0 0 0 0 .0 :.~ __ : ,, Page2 ,. I -~. :-". ~.i;i ):~ I : - I •' I .. I I . I I I I I I I I I I I I I Company . Designer :.1..L Job Number :tff""", z.. Member Stresses, LC 9 : E, (continued) July 12, 2000 Checked By: __ Member Label Section Axial Sheary-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) .. (Ksi) (Ksi) /Ksil (Ksi) ! 2 2:505 0 0 i O· 0 0 I 0 " I 3, 2:506_·_ . 0 0 I 0 •' o. 0 ' O'" .·: ·.' ! . 4 :·: ___ 2 .. 506: 0 0 I 0-. ---.. .0. 0 'Q I ,. I "';<" v, I. 5 I .2.506: --:0 --0 I 0. 0 0 I . 0. ... ·,·.: Member A/SC ASD 9th Code Checks, LC9: E Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y Fb z-z ASD Eqn. Ft Ft (Ksi) (Ksi} (Ksi) ---- ! M1 i 0 0 0 0 ~ 15.439 I 23.76 23.76 H1-1 l'"·0:037' 1 . --1-I i rv'IZ_,-0 0 I 0 ' 7.458 27 I 21.6 .F-12i1.l I h. M3 ! 0.106 i 0 0 0 ~ 15.439 I 23.76 23.76 H2-1 .. :M:il-' -I 0.199 I 0 I :0. r O· 1-2.569, . -1-. 23.76 . I -23.76 -Ht;..f -I Member Deflections, LC9:E Member Label Section x-Translation y-Translation z-Translation x-Rotation (radians) 0 (n) Uy Ratio (n) Uz Ratio ~--~---~-~----'-"(ln=) ___ __,(=ln.,_) ______ (In) M1 1 O O O NC NC 2 0 0.011 0 0 NC NC 3 0 0.022 0 0 6711.863 NC 4 0 0.034 0 0 4474.575 NC 5 0 0.045 0 0 3355 931 NC ,: M2·. I 1 -0.045 0 o. 0 I NC I Ne:.··-! I 2 -0.044 --0:003 0 --0 :·Ne._.-_ I :NC.:. l 3 .· -0.043 .. 0~006 0, _-·O-:NC' --! NC·: .. _·_·_: 4 -,0.042 -·· 0 . .009 o· 0: :Ne· r NG-j:,: ~ -- 5 -0.041' 0:0'12 .. 0 o: .NC· I Ne·;: . •' .. ., M3 ' 1 -0.012 0.041 0 0 NC NC 2 -0.009 0.031 0 0 NC NC 3 -0.006 0.021 0 0 NC NC 4 -0.003 0.01 0 0 NC NC 5 0 0 0 0 NC NC ! :··M4 r. 1 0 I 0-0· er _<NC:· ___ .1 _NC -. ,. : -- ! 2 -0.004 0.0t o.: ·-0 .Nc· I 'NC\ I ~ i 3 -0.008 0.02 d 0 -9'665.074 i NC': ' 4 -0.012 0.03 0 0 6443.383-i NC--.... , I ·' I 5 -0.017' . 0.04' er . 'O'. 48.32!537 .. I 'NG:,-·::·,;:: Joint Disg.f acements, LC9:E Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation (In) (In) (In) (radians) (radians) . (radians) N1 0.000 0.000 -1 0.000 1-, 0.000 0.000 0 ·'N2. -I -0.045 0.000_ ·o.ooo 0;000 ·ocooo·. 0-: . ' .. ·1 N3 -0.041 0.012 0.000 ! 0.000 0.000 0 ·N4' 0.000 0.000 0.000 I. 0.000 0 .. 000 0 . .I Reactions LC9:E Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) N1 10.3 12.875 0.000 0.000 0.000 0.000 N2 .. 0.000 0.000 0;000 0'.000 0.000 -0.000· :! N3 0.000 0.000 0.000 0.000 0.000 0.000 RISA-3D Version 4 [C:\risa\iris1 .r3d] Page 3 I I I I I I I I I I I I I I I I I I I Company Designer : Job Number : :JI:-, t 2----1 Reactions. LC 9 : E. (continued) Joint Label X Force K Reaction Totals: 10.3 Center of Gravity Coords (X, Y,Z) : No Calculation RISA-3D Version 4 [C:\risa\iris1.r3d] X Moment K-ft July 12, 2000 Checked By:~ YMoment K-ft Z Moment K-ft ', 0.000 Page4 ., I ::~ ,}; I ,; I :: I I I .. I I I I I I I I I I I I I Company Designer . Job Number :-:1:f-;z_q Joint Loads/Enforced Displacements. Category: EL, BLC 5: Earth Q Joint Label [L]oad or [D]isplacement L Direction X N2 I -X , Sections Section Database Material Area Shape Label ---~~--Label (ln)"2 COL TU5X5X5 I STL 5.61 i ;. BEAM: -· W12¾22' -I. STL 6:48 TU5X5X6 STL BRACE ·-·----'------'--..C....C..-'-'-~-~---'-=-6.58 Member Section Forces, LC 9 .: E Member Label Section Axial Sheary-y K (K) M1 1 0 0 2 0 0 3 0 0 4 0 0 i 5 0 0 M2 l 1 5.1:5 . 0 j' 2 ·5,ts.· 0 ' 3 5;15 0 ' L: -4. 5.1'5'., 0-. i 5 .. . 5:1:5 .. o:. M3 ' 1 12.875 0 2 12.875 0 3 12.875 0 4 12.875 0 5 12.875 0 . M4-1 1 -16.488' ·o 2 .-16.488 0 3 -16.488',. ..0 .. ·4, '..16.:48'8 0 ·5 --16.488: O' Member Stresses, LC9:E SA(yy) 1.2 ·t.2·_ I ' 1.2 Shear z-z (K) 0 0 0 0 0 .0 . ·o;· .0 o; .. . :0., .· 0 0 0 0 0 o· 0 ' , ' Magnitude i!5.,_ K-ft, In, rad) -5.15 "'5:ts . . 1 SA(zz) I y-y (ln"4) 1.2 20.1 t.2· I 4:66. 1.2 22.8 Torque (K-ft) 0 0 0 0 0 0 ,O' o· o, ,.Q. 0 0 0 0 0 o·· i ·o ·0· ·r I. . ff: -0: I 0 ·o·:· I . o· Member label Section Axial Sheary-y Shearz-z Bending y-top Bending y-bot (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) M1 1 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 4 0 0 0 l 0 0 5 0 0 0 I 0 0 M2 . 1 .·o.795·. a 0 ', 0 0 2. 0.795 0 0-. ·o 0, 3 0.795. -·o 0. 0 ·o ·4 . 0:-795· . 0-0 0 -.o: .. : - r 5· 0.795 0 o· 0 .. 0 ' M3 1 2.295 0 0 0 0 2 2.295 0 0 0 0 -3-· 2.295 0 0 0 0 4 2.295 0 0 0 0 5 2.295 0 0 0 ' 0 i I · .. M4-. 1 i -2.506 1· 0 0 -I . 0 J .. o·· I•.,, ' RISA-30 Version 4 [C:\risa\iris1 .r3d] 't? July 12, 2000 Checked By: __ I z-z J (Torsion) TIC (ln"4) (ln"4) Only 20.1 33.1 i .·_:.156'.' .29 ·· .. k·-j 22.8 38.2 ! Moment y-y Momentz-z (K-ft) (K-ft) 0 0 0 0 0 0 0 0 0 0 .·.o; .·_ :. ,Q!_' '.. ~'-:-,::.- 0:;. .Q;·,. ·'. ·:--:. ·, o·· .:·.01.·0•• ·L O·. ',o.::_:: .. -.:;_'. 0. . '.: J),:. -:'.. :: -' 0 0 0 0 0 0 0 0 0 0 o:·: .. .-o::: :-:·· ,· 0. ·O ., .. .;.··o< -:_ :_o,:/':,.,;~'. ··:··o.· _.,o·:-:·.c· .. .- o· · .. ()', .. . , Bending z-top Bending z-bot (Ksi) (Ksi) 0 0 0 0 0 0 0 0 0 0 0 . ·o·:. <. -0. .· ·._Q:,,:--,t;:: ·o 0 .. · .. :·o:· _.:·.o~:T:~3 :o o· . 0 0 0 0 0 0 0 0 0 0 I... 0 . . .. ·o:: . •,." J Page2 I ,; ;; I I I I .. I I I I I I I I I I I I I I Company Designer . Job Number : J:t I zq July 12, 2000 Checked By: __ Member Stresses, LC 9 : E, · (continued) Member Label· Section Axial Sheary-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksil <Ksi\ <Ksi) (Ksi) --· I 2 -:2.506 0 0 0 0 0 o .. I I ; .. 3 -2,506 0 0 0 . o· 0 I 0. ., ,. _, ___ 4 -02 .. 506 .. 0 .. 0 0. :· ·o· -: 0 I 0, ?.t;, 5 .-.:.2:506 0 0 o· 0 -0 I o->_·,,,:;:.,-.. I Member A/SC ASD 9th Code Checks, LC 9 : E Member Label Code Chk Loe Ft ShearChk Loe Ft Dir Fa (Ksi) Fb y-y (Ksi) Fbz-z (Ksi) __ ASD Eqn. H1-1 I M1 0 0 0 0 : M2. M3 1.-0:101 !· --o -I O I. 0.149 0 0 0 1-0.110 1 . --o ;.,. 0 0 15.439 z.45a.. I 15.439 12~569 .. ·. j. 23.76 •-27 23.76 :23;76 23.76 13:913 23.76 .23.76 Member Deflections, LC 9 : E Member Label Section x-Translation y-Translation z-Translation x-Rotation (n) Uy Ratio ,----.,,....,...,---~.....,---,---~(ln=) ___ __,(=ln"--) ___ .J!.i:!)__ __ __,(~ra=di,c...an~s~) -,------=-=-=--- M1 1 O O O O NC 2 0 -0.011 O ____ O.c....._. ___ _;_N..:...:C=---- -.,,...3---+---=--o----_...,,..0....,,.0..,,...22.,,...------:0,--o 6711.863 4 0 -0.034 ___ o _____ .c_o-~---'4'--'-4--'-74-'--'-_5=7c...::5_ _5 ____ 0 _____ 0-.0-4_5 ____ 0 0 3355.931 M2 · ! 1 · l 0'.045 0' 0 I . :o NC 2: . · :. O.D44 _ -0.003 O· .-0 NC ·3 0~043.· -0;006 ·.0 0 NC.:. 4 · .o:042• -0.009 0 · 0 · -NC -: i -5 0~041 . -'0~012: -0. 0: . NCc_ M3 1 0.012 -0.041 O O NC 2 0.009 -0.031 O O NC 3 0.006 -0.021 0 0 NC 4 0.003 -0.01 O O NC 5 O O O O NC M4. T 1 0 . u. o· o· :.:NC:_.- . 2 ·0.004 -0~01 • 0 0 'NC 3 · 0.008 -0:02 O. O· ,:-9665.074 .4 . 0.01-2 -0.03-. 0 ... 0· . 6443.383 Joint Displacements, LC 9 : E Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation (n) Uz Ratio NC NC NC NC NC NC NG-.,:.:· .. ' NC NC NC NC NC _NC;--<;:, NC':"-·."· NC_:,,,. NC ...... .-: NC;-·_::<,:·, Z Rotation /radians) (In) (In) (In) (radians) (radians) ----N1 0.000 0.000 0.000 i 0.000 0.000 0 . _, __ ._: N2· I . o·.04s· I D.000 .I. 0~000 . , .. 0:000, ! 0 .. 000 I o· :;_, ~ ·:; ~-... N3 0.041 -0.012 0.000 : 0.000 0.000 0 ' _._·. N4 I 0.000· l 0.000' ! 0.000 I 0.000 I 0.000 I 0 '''.. :-· Reactions LC9:E Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (K) (K) (K} (K-ft) (K-ft) (K-ft) N1 -10.3 -12.875 0.000 0.000 0.000 0.000 N2 0.000 0.000 0.00.0. . 0.000 0.000 0.000. : '' N3 0.000 0.000 0.000 0.000 0.000 0.000 RISA-30 Version 4 [C:\risa\iris1 .r3d] Page 3 -1 :.:· ,v .; .. ~ !' I .:• I }: I 'i-:'. I I : ·a I I I I I I I I I I I I I Company : Designer : Job Number : :f/:-/ z1 Reactions, LC 9 : E, (continued) Joint Label X Force ZForce July 12, 2000 Checked By.; ,-- X Moment Y Moment Z Moment · __ . ___ ___,...,--,,--~_,.,-=--"--"-,---,---,-,--~-=--r-;-,,-,--~--,,---,-----,-,~K=-ft--,-.,--r-,--,--,--,,,;.K.,,....-ft~c---r----,,,..K..,,,,--c"ft ,,--__, N4.::.:,F··:-:.-:-·l'::·-:::;;-:~':ho;oo.cL .· _.;· ._:, -... , :o;ooo,. ---· · ,:: /0)000, ':,: '. ·=.::0:000 - Reaction Totals: -10.3 Center of Gravity Coords (XY,Z) : No Calculation RISA-3O Version 4 [C:\risa\iris1 .r3d] Page4 I -· ·f ' I I I I I I I I I I I I I I I I I I ! : Company Designer . Job Number : ..J:F I z__.::7 I I b ( *" 4-vt,,-1? Boundary Conditions Joint Label X Translation (K/in) -N1 Reaction N2. t· N3 I I Y Translation (K/in) -Reaction t ,. I I Z Translation MX Rotation (K/in) (K-ft/rad) Reaction ' Reaction r-; " .. Reaction I I I July 11, 2000 Checked By: __ MY Rotation MZ Rotation (K-ft/rad) --_ J[S-ft/rad) -I ---···-·~ . ! ,, N4 ·1 Reaction t .. Reaction. I Reaction" 'I :_:<: .-'. " --I : y,. ·-._ ,. .... Member Distributed Loads. Category: DL. BLC 1 : Pos DL 1 Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M2 N2 N3 UNIFORM .317 Member Distributed Loads. Category: DL. BLC 2 : Pos DL 2 Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M2 N2 N3 --'-='--------UNIFORM .186 Member Distributed Loads, Category: LL. BLC 3: Pos LL 1 Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M2 N2 N3 UNIFORM .538 Member Distributed Loads, Category : LL, BLC 4 : Neg LL 2 Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M2 N2 N3 UNIFORM -.312 Load Combinations Num Descriotion Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 Pos DL 1 + Pos LL -'-1 ~---'1'----"--'1 __ • _1'--11-----'---- I I 1 1 ' 3 1 I -·2 '_I 1 4-_ . 1: 1 I . 1'-·. .··1' :- f I I I L . -I 3 Pos DL 1 + Pos LL 1 + E I 1 5 i 2.2 ; 1 1.2 3 .7 I l I I -4 I Pos D1,2 f .Ne!:J. LI:; 2. + E I _ I ·-r . .I' I 1 _; 2 L_ 1.2 4-.. 1· .7 L :,1 >J .. I ·1· --:_· :"-p .. :_,·, 1--· -. 5 ' Pos DI 1 I l 1 1 1 ' i I I . o.1 ::.Pos m:z:-·_ 2.>' I"' 1 .-. -_:. _ _< J -,. .. ·: :_·'[ _ _-.' .'-:. I --. ·. : ) . 7 Pos LL 1 I 1 3 1 ·8 'I .·:-1. _'-I . 1.·. -I . I -l. , J -··,,::-,., 9 E I . 1 5 1 : Member Section Forces, LC 5 : Pos DI 1 Member Label Section Axial Sheary-y Shear z-z Torque Momenty-y Momentz-z K K (K) (K-ft) (K-ft) (K-ft) M1 1 4.914 0 0 0 0 0 2 4.914 0 0 0 0 0 3 4.914 0 0 0 0 0 4 4.914 0 0 0 0 0 M2. · 5 j 4.914 0 ' 0 0 0 1· 1 _-1 . 0 .. ··. i 1:585 , . 0 ·_·t· ·:o----_ r 'Q··' . ! RISA-30 Version 4 [C:\risa\iris1 .r3d] -zr~'? Page 1 I I I· I I I I I I I I I I I I I I I I Company Designer . Job Number: Member Section Forces, LC 5: Pos DI 1, (continued) Member Label M3 i.,_.'·.:. ·.·-M4.. _, _::. Sections Section Label COL Section Axial (K) 1 3 ., 0 I A J .o-· ,_ 5 .I· o .. I 1 4.914 2 4.914 3 4.914 ~----4.914 5 4.914 J 1 0. I 2 O .4 0 5· o, Database Shape TU5X5X5 Material Label STL Sheary-y !K) 0.793 0 -0]92 -1 .. 585_;·:.: 0 0 0 0 0 0 0 .o .o 0 Area (ln)"2 5.61 Shearz-z !K) 0-. ... 0 ... ., ,. '(}:; ···o 0 0 0 0 0 . ·.:,: 0-.·· •' :O : ,::/.' SA(yy) SA(zz) I 1.2 : 1.2 Torque (K-ft) 0 0 .. 0 0 0 0 0 0 0 0 0 . 0 ·0: O· I y-y (ln"4) 20.1 July 11, 2000 Checked By: __ Momenty-y (K-ft} .. 0 0 0 0 0 0 0 ·o .·.0,:. o· I z-z (ln"4) Momentz-z (K-ft} -2.972 -3::963: . -2.912 :·, 0 0 0 0 : o 1 o··· .,. o ... · .. --~ : 0:-, . _:_;:;:-- J (Torsion) TIC (ln"4) Onl~ 33.1 ; , .:_BEAM:.· .J . W12X22· STL .. 6.48, I :1.2.-~.1 ·1:2 4.6B . I .. 29 .. I. ::·,:J BRACE TU5X5X6 STL Member Stresses, LC 5 : Pos DI 1 Member Label Section Axial Sheary-y (Ksi) (Ksi) M1 1 0.876 0 2 0.876 0 -3-0.876 0 :-4· 0.876 0 -5-· 0.876 0 .'M2 t .0 · .. 0;594 2 .. .. · .. o~· ·.0.297 .. 3· (}' .. ·o· . I . 4 :_o: ..;Q:297 I 5 . · 0 .. · .: .:'.0~594 M3 1 0.876 0 2 0.876 0 3 0.876 0 4 0.876 0 ---s 0.876 0 M4 " 1 ·O .. :o. 2 : .. ot :o:. 3. :0. .-._'.b 4 0: : ·o 5 :_o .. ,,,, o .. . I Joint Displacements. LC 5: Pos DI 1 Joint Label X Translation Y Translation (In) (In) N1 0.000 0.000 .. ,:'.,N2 0.006 I :-0.005. N3 0.006 -0.005 .-.· .. N4 0.000 ·. I-0.000 RISA-3D Version 4 [C:\risa\iris1 .r3d] 6.58 I 1.2 1.2 22.8 22.8 Shearz-z Bending y-top Bending y-bot Bending z-top (Ksi) (Ksi) (Ksi) (Ksi) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 . 0' : .. -1'=-407·· · AAOY -,,.-,:.. O'· ··. -·-. 0. 't.876: -1.87.6 . . .": 1:0 ;·:.-·,: . 0· 1.407.' . -1.-.407 . '0: .. .• . o,: o·:: o. :-·-: o~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. o·_.-'' . 0'.; : O·.· . i:0;.-· .. -· : ,__ .. ··o:, .. : ·."---: ,o:· :-:_ ··. 'Q. : -·.,;:-~/:·o: ·_. .. ;.: o: .. --' .. O.· o· : ·o;_ ... ·: : --o :O·. Z Translation X Rotation (In) (radians) 0.000 0.000 I. . 0 . .000 .. .. ·o,ooo- 0.000 0.000 t 0:000 -, '' 0.000 .. 0. 0 0 ._··:·.-0: .... ·.o·-·c-· . ., :_o. Y Rotation (radians) 0.000 0.000 .. J 0.000 0.000·. .. -., 38.2 i ! Bending z-bot (Ksi) 0 0 0 0 0 ·o· ;. ·Q,;_~ ;, ;:, : :": o·:' .. -';/. _.-Q; .{ :: ·, 0 0 0 0 0 0 .. ,(it.:·.-.:::·,_ ·'.-:Q---·'.·'.~-J;;;,,: 0 . ~-.'"; -· .-"\'€);". " .• : 0, .... ,_:_::: Z Rotation (radians) 0 .o: . .:-·I 0 . _o· _::--,_--;I Page2 I j!,,: I I -· I I I I I I I I I I I I I I I I ! Company Designer . Job Number : -t:t-I Z-;2 July 11, 2000 Checked By; __ Joint Loads/Enforced Displacements, Category : DL, BLC 1 : Pos DL 1 Joint Label N2 .... }N3Yi [L]oad or [Q]isplacement L L -: . i . Direction Magnitude y ·---(K, K-ft, In, rad) - -3.329 .y . f Joint Loads/Enforced Displacements, Category: DL. BLC 2 : Pos DL 2 Joint Label [L]oad or Direction Magnitude [D]isplacement (K, K-ft, In, rad) I N2 L --I- y I -1.953 ! I· '. N3:·: I ·L -_.-: ' y !· A;953.--;·,.,_ '_.:· 1 I : ·, ,.--.. .. ,' Joint Loads/Enforced Displacements, Category: LL, BLC 3 : Pos LL 1 Joint Label [L]oad or Direction Magnitude JD]isplacement (K, K-ft, In, rad) I N2 L -1- y ' -5.649 I. N3· .:L,._. y L .:.s .• 649. .-. : ·, I I Joint Loads/Enforced Displacements. Category: LL, BLC 4 : Neg LL 2 Joint Label (L]oad or [D]isplacement I N2 L .N3. · ' . ': f : L· _· .. I ·- Direction y y 1~ . Magnitude (K, K-ft, In, rad) 3.276 3:276: ; : :,: .i Joint Loads/Enforced Displacements. Category : EL, BLC 5 : Earth Q Joint Label N3 (L]oad or [Djisplacement L Reactions, LC 5 : Pos DI 1 Direction X Magnitude (K, K-ft, In, rad) -10.3 Joint Label X Force K , Y Force K Z Force K X Moment Y Moment K-ft K-ft N1 0.000 4.914 0.000 0.000 0.000 i · NZ. 0.000·.· •. ·0:000 · ,. 0.000 -0.000· '.:-•'0:000'.": ·-_ ·. N3 0.000 0.000 0.000 0.000 I 0,000 : N~-.: ... :4:9-1.4-' ·. :·0.-000· Reaction Totals: 0.000 9.828 0.000 Center of Gravity Coords (KY,Z) (Ft): 5 12.5 Member A/SC ASD 9th Code Checks, LC 5: Pos DI 1 Member Label Code Chk Loe ShearChk Loe Dir Fa Fb y-y Fbz-z (Ft) (Ft) (Ksi) (Ksi) (Ksi) M1 0.057 0 0 0 15.439 23.76 23.76 _. Z Moment K-ft 0.000 0.000 o:0ocr ,_·: ·· 0.000 ASD Eqn. H1-1 I •• .M2 .. .. ' I 0.135 J .. 5. .. l a;o4t ·I o:· I ~-l. 7.458·. I 27-\: ~:.<+;·:::~_t3(9j3 _· l Ht-1':-,j ' M3 0.057 0 I 0 0 t-1-" 15.439 23.76 23.76 , H1-1 ' M4· 1-o· .. ·, :oc .. -1-. 0 . ;:[': -o I 12.569:-·--l ·:.0 -23]6~ ;:/f:;_'.;·23.,7&-, -1, ·_:1,-1-ti:::·::I '~ -~ RISA-3D Version 4 [C:\risa\iris1 .r3d] Page3 I I I I I I I I I I I I I I I I I I I ' ' l Company . r r. . 11 Designer : { 0 r V~~ Job Number : efF I Z-9 July 11, 2000 Checked By: __ Load Combinations Num Description _!~_J')_v_WS PD SRSS CD BLC .Fa __ c_t.o .. r ____ BL_C ____ .Fa .. c .. t.o ... r ___ B __ LC_ Factor BLC Factor 1 ; Pos DL 1 + Pos LL 1. 1 --~-.1 ~~ _1_~_3'-----,---'-1_.,..._ ___ -+----_ i l:-2" .. 'l:P.bsDb.-2.+Nea:LL2: I. 1· t L ··., I. 1 2. . ,/ " : ' • •, ,• ""' •=," , '~ ,n, :r- • "" • ~, ..... < V _.,' ,~: • 1 3 I Pos DL 1 + Pos LL 1 ::.~ _____ __, ___ 1'---1--'1--'-'. -'1-'-".2"---,f----'3'----!-........:.C..7-+--_5=--__._-'2=·=2- i I i :4'-(P,ofDl2:'+Neci_l:.L,2+E I I .. I .·I ·-1 1 . 2 ... _1,.2' . 4.'.·-,: .::z .. ·, .. 5 .·, 22 I 5 I Pos DI 1 1 1 1 I 6 .. I :Po.sDl2 I t I I . I 1. "2 1'. i 7 I Pos LL 1 I 1 3 1 :,8, Ck. . : Nea·'LL2 I ·I I · -1 I 1 · . 4-. t'.,,: 9 I E 1 5 1 . _ .. -::I I --i i ,.·. I · ·._ ;;:;:1 I -------- . ·-I Sections Section Database Material Label Area SA(yy) SA(zz) I y-y {ln114) Label Shape (ln)112 COL TU5X5X5 -BEAM'_.> .f , W12X22 ---j · BRACE I TU5X5X6 STL S:fl. STL ' 5.61 I 1.2 1.2 j_' 6.48-t· 1..2 ·I t:2 - ! 6.58 I 1.2 1.2 20.1 4:66 22.8 Member Section Forces. LC 7: Pos LL 1 Member Label Section Axial Shear y-y Shear z-z Torque (K) (K) (K) (K-ft) M1 1 8.339 0 0 0 , 2 8.339 0 0 0 '. 3 8.339 0 0 0 4 8.339 0 0 0 -5-8.339-0 0 0 M2. I -1 . _ O· . . _ 2.6'9,. -. : .o:. 0. 3 -· \O . --: --· : · ·.o . . : ... · ·o:-. .--. : ·_: · .-_ o: . . 4 : /-'O'':,_·. ·:·,: · i; -:·. ,-4,34:5 .. , ·. · .. · ___ ,· ... ::O. ·. ~-· • • . ; O:·.,- , . 5'. _. ,.-.0., , ,,;2-J,9: ... . .. o:--.... -0; M3 I 1 8 339 0 0 0 2 ; 8.339 i 0 0 0 I '. 3 : 8.339 ! 0 0 0 c·· 4 8.339 ! 0 0 i 0 ' I I ! , 5 8.339 , 0 I O 0 M4 .'. l . L--. , 0 ,· · · .··'-:·0 .. :.·. · :'·· .. ~ .. O. _ {l: ,2· . _, ,0 -... :--------,-:O'-\_· ._ .· ·-. _. ,:o·, .. · · .. ·. . 0 -4 . ·_ O'. ., '. :o_.· ' 0--.~. Oi · I I z-z {ln114) 20.1 f ·· 1·56 22.8 J (Torsion) (ln114) 33.1 .29- 38.2 TIC Only .I.-- Moment y-y Moment z-z (K-ft) (K-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 .:-o;:-:' -.·_-o· ~--"'·:·· 5 .. _ . -. o,,-::-.-. ... : .: : .o . · · .• ·o: < o· .. I . __ . -O"-._ . ~ . . _-:0 ·. · -:~.--: Member Stresses, LC 7: Pos LL 1 Member Label Section M1 1 -------- Axial (Ksi) 1.486 RISA-3D Version 4 [C:\risa\iris1 .r3d] Sheary-y (Ksi) 0 Shearz-z (Ksi) 0 Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksi) 0 0 0 0 Page2 I I I I I I I I I I I I I I I I I I I Company l 'f v/4--r-< Designer : L 0 Job Number : It: 17_.q July 11, 2000 Checked By: __ Member Stresses, LC 7: Pos LL 1, (continued) I Member Label Section Axial -----~ 2 1.486 -3. 1.486 -4-1.486 . 5 1.486 .M2.: '. ·. · ... 1 ·. Q:.· . 3 0:. ,, ::4 .. 0 l, s · ... :·.·o. M3 1 1.486 2 1.486 3 1.486 4 1.486 5 I 1.486 I -M4 : 1: L -·: o· 3 ·· .. Q. 4 ,.0 Reactions LC 7: Pos LL 1 Joint Label X Force --(K) N1 I 0.000 --. N2: > ~ . ·.0.000 I N3 0.000 . N4'. I 0;000· · .. I Reaction Totals: I 0.000 I Shear y-y (K~i) 0 0 0 0---·-I 1.009 · 0.504' -0.504 -1..009 · 0 0 0 0 0 0 o· 0 0 Y Force /K) -8.339 (!J..OOQ·, .. 0.000 8.339· 16.678 Center of Gravity Coords (X, Y,Z) (Ft) : Joint Displacements, LC 7 : Pos LL 1 Joint Label X Translation Y Translation /In) /In) N1 ' 0.000 0.000 .. .. N2:· I 0::.01 r -:0.008· N3 0.01 -0.008 .. N4 I . 0 .. 000· -r .0.000·. -· ' · L ; .I I I ' I . Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) . (Ksi) .. (Ksi) ~---· O O O O O o o .. o -o -'-o-__,, o o --=-o------=-o--o ' ----''-----;I 0 0 0 0 0 :o ; ·.;_ ... 2:388.-· . ·. -2.388. :• ·,..:.:. 0, 0 .· ,,_;."._. o I o o o o o I o __,,o--"---"o----~o-~ 0 0 0 0 0 I 0 0 0 0 --"0----11 0 0 0 0 0 0 ··.--. . 0. O· . :O."·-. · ·O, · · . ,o.-.. ,.:··· ... ·. -., :· 0:·-. ':< O,. · . ::.·->:.=O'' :· .. ·:. --.. · O:'.. }'5:- Z Force X Moment Y Moment Z Moment (K) /K-ft) /K-ft) /K-ft) 0.000 0.000 0.000 0.000 I o:OO(J' .1 0;0,00 I 0,0.00.' -1 0 .. 000.' _:.;:,,,:! 0.000 I 0.000 0.000 I 0.000 I I I 0 .. 000··. L , -o.:oo.o I 0::000. I 0:0.00· ··~:.I 0.000 I 5 12.5 0.000 Z Translation X Rotation Y Rotation Z Rotation /In) /radians) /radians) /radians) 0.000 ' 0.000 0.000 ' 0 i ! 0.000 .. J 0:000·, : I 0.000 :,.. L o· .. ;-'. I 0.000 I 0.000 0.000 0 : I 0:000.· . , 1 · ·: 0:000 I 0.000' ,, _I 0 -:-'.· ,, I .. ,• > Member A/SC ASD 9th Code Checks, LC 7: Pos LL 1 Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y Fb z-z ASD Eqn. (Ft) (Ft) (Ksi) (Ksi) (Ksi) M1 0.096 0 0 0 ~I 15.439 23.76 23.76 H1-1 I .. M2:·. 0229 I > ·5'. I o·.o:r I , :o I= j · 7.458:. -I 2T 1· ... 1;3.91-3 1-. :Ht-4 .:>I M3 0.096 0 0 0 I· i I 15.439 23.76 23.76 H1-1 I .. · ·M4 0 I . ·o. .· [. -O:· I 0. I 12.569 I 23.76 I. 23.76 1·.H1:.::-t:.t,I RISA-3D Version 4 [C:\risa\iris1 .r3d] Page3 i I ~~ --; I I .. I ., :.~ .. I I ~: --.:. ·:. I I I I I I I I I I I I I ! Company Designer : Job Number: Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor 1 Pos DL 1 + Pos LL 1 1 1 1 3 .. --------+-------,--- .. 1· 2 I Pos DL-2:-i:-~ea:·LL2 I . I . I.. I:· .1<1·>' a':;·.,2_,_ .. , .. : .1 < 4 I 1 ,. /-< ... J 3 Pos DL 1 + Pos LL 1 + E ! 1 1 1.2 3 .7 4 I Pos 01·~·+'NegU2·+ E ·1 I I -1 .. , 1 ·. 1:'..· :-· ;.2: ·-·-. :1;2:,· ·:. · 4. I.. .7 L-- 5 Pos DI 1 I 1 1 I 1 ·--... 6, I Pos.Dl2 I ·1. I ' I. ·l -t.-· 2. 1 · ·--: : ·1. 7 Pos LL 1 l 1 3 1 i 8 I. Neci"Ll 2 I l I I ,-· .1 · :1-. · .. '4 I ' I 9 E I 1 5 1 I I ! I I I I I Sections Section Database Material Area SA(yy) SA(zz) I y-y Label Shape Label (ln)"2 (ln"4) COL I TU5X5X5 STL 5.61 . I 1.2 1.2 I 20.1 -BEAM .. . W12X22 . I STL ·r .. 6.4"8: .1:2 1-1.2: 4,66 BRACE TU5X5X6 STL i 6.58 I 1.2 1.2 22.8 I Member Section Forces. LC 6 : Pos DI 2 Member Label Section Axial Shear y-y Shear z-z Torque (K) {K) {K) (K-ft) M1 1 2.883 0 0 0 2 2.883 0 0 0 3 2.883 0 0 0 4 2.883 0 0 0 5 2.883 0 0 O M2.-I -1 .... . ·O·.. . . . 0;93c. -0 .. , ..... Q. 3, .0 -. tr. --. : .· · .. :.K,··. _. ·:D.- -4,, ... · ·5 M3 1 2.883 0 I O Q 2 2.883 0 0 0 3 2.883 0 0 0 4 2.883 0 0 0 5 2.883 0 0 0 M4' _:-o: . .·.·' .. 0:.:.··· _-·:O . · ·. · _ ··1. ,, 0' .-· .. 0 -0 -O. . O 3'-._.· ... ·_ o .. : . . -_:;,:. '0\.-.-· _·, · . :o:: · .. : . .:.: --~---. :·, . .-·{): ., . ., ., · 4 .0 ·,· ... 0:::. ... 0:· .0 -·:. 0, :_ . o; . _ <L .. -· . . · . O · Member Stresses. LC 6 : Pos DI 2 July 11, 2000 Checked By: __ BLC Factor BLC Factor I I 5 I 2.2 . I I ' I i I , J. ·_ -: · r-. . · / r·--~ •· . 1 I I : l f·_, _.-. ·. 1· ·_' · .. -. I ' r a • ·t .. :_-'!: -·· -. · 1 I z-z J (Torsion) T/C (ln"4) (ln"4) Only 20.1 33.1 1s6. 1-: .29.-' --1 .· I 22.8 38.2 Moment y-y Moment z-z (K-ft) (K-ft) 0 0 0 0 0 0 0 0 0 0 ._ 0 . . .,·.-,.Q;_:" ,,;,. 0 0 0 0 0 0 0 0 0 0 -0 0-. Member Label Section Axial {Ksi) Sheary-y (Ksi) Shearz-z (Ksi) Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksi) M1 1 0.514 0 0 0 0 0 0 RlSA-3D Version 4 [C:\risa\iris1 .r3d] Page2 .. I -.-~ .... ~ , ·) I I .... I .. I I .. ' I I I --I I I I I I I I I I Company : Jp I Z I Designer . / f Job Number : / t)Y ~~ Member Stresses, LC 6 : Pos DI 2, (continued) Member Label Section Axial Shear y-y Shearz-z -~<K~s~i) __ ~(K_s~i) ___ (Ksi) 2 0.514 0 0 3 0.514 0 O 4 0.514 0 0 5 0.514 0 0 2 l . -· o_: . . o.174 ·:. o 3 I · :o· .. ··_: ··-.. a-_·., . . o 4 I ··: _ff_:· · .. _..011.1-4: _ · o 5 l. . -:o -. . • -0:349_ . 0 M3 1 0.514 0 0 2 0.514 0 0 3 0.514 0 0 4 0.514 0 0 5. 0.514 O O M4 1 o. · · :o>: ·o . 2 : .o. :·:: o·-,, .· · -o_ 4 . ·o· . ... . _ _ · . o· -~ . · o : 5 _ . 0 .-. ." · -. ··:0: ~ ·_-. ·-. 0 _ Reactions LC 6: Pos DI 2 Joint Label X Force Y Force Z Force (K) (K) (K) N1 0.000 2.883 0.000 July 11, 2000 Checked By: __ Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) . i!S&_ ______ J.!S~.L --~(--=Ks~il---, o o _o-'-----~o 0 _-l 0 0 0 ________ ___, 0 0 O O 0 0 0 0 · 1.1.01-. _·. -. -:-1:101 ·o . 0 0 ! 0 0 0 0 0 0 ! 0 0 0 0 I 0 0 0 0 0 0 0 0 o· · · · •· o:.-·__ o. ·.tr···: ·;. : · X Moment Y Moment Z Moment (K-ft) (K-ft) (K-ft) 0.000 I 0.000 0.000 N2---0.000 ... ·0:000 :._ .0.000. 1-· 0-.000 · '' 0.000 · I o:oo.o.-· ·:I N3 0.000 0.000 0.000 0.000 0.000 ' 0.000 I N4'-,,0:000 ·2:as3.-_. 0:000 0:000· _. 0.000'..-0:0.00: Reaction Totals: 0.000 5.766 0.000 Center of Gravity Coords (X,Y,Z) (Ft): 5 12.5 0.000 Joint Displacements, LC 6: Pos DI 2 Joint Label X Translation Y Translation Z Translation X Rotation -Y Rotation Z Rotation (In) (In) (In) (radians) (radians) (radians) N1 0.000 0.000 0.000 0.000 0.000 I 0 ; . ·_/ I .-.NZ: I 0:003·_ ! . ,,.Q".003 . ! 0.000 . 0,.000· . I· 0.000 . l ·-0i N3 0.003 . -0.003 0.000 0.000 0.000 i 0 ·. ·j -··· N4:·-. I · 0.000· ·I O:flOO · . I · o,o_oo·. 0,:000 ·I 0:000· I -···ot .:. Member A/SC ASD 9th Code Checks, LC 6: Pos DI 2 Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y Fbz-z ASD Eqn. (Ft) (Ft) (Ksi) (Ksi) (Ksi) M1 0.033 i 0 0 0 . i.f 15.439 23.76 23.76 H1-1 M2 0.079 l 5· 0,024 1-: .o: 7.458' -I 27. .:1s-:913 t.··Ht:-ti I M3 0.033 0 0 0 I ~. 15.439 23.76 23.76 ' H1-1 M4: :_: 0 I : . 0: t 0: ·: I ': o· I .-12.569·. I .. 23:76" I .-·.23,,75• . ! 'Hl~t-:I RISA-3D Version 4 [C:\risa\iris1 .r3d] Page 3 I ~ ,; .. I I " I .. I I " ,· I I I I I I I I I I I I I Company Designer . Job Nu_mber : ~ / Z--1 July 11, 2000 Checked By: __ Io I VY--u ;,,..../ Load Combinations _Num _ Description Env WS PD SRSS CD BLC Factor 1 ---1-BLC j F_a-,-cto~r--"B-=LC-=----F=ac'-'-'to~r __ B_LC_ _ _ _F: actor-· 1 Pos DL 1 + Pos LL 1 1 1 1 I -'------+-------... ------ ; I . 2. :-1 Pos00L2' + .Ned-LL"2 -I· . -· I --1/ :--=f.:.:_:_:; '. t'. t· -':: --c.:2. . t · 1: · L 4 . ·_. -:_ · 1 -· :I 3 Pos DL 1 + Pos LL 1 + E I I 1 1 I 1.2 ! 3 .7 1 5 I 2.2 ! --~----~------- I : ' I -Z. · .-t. 1.2 -I' 4 I .T--.1 ,.5:_._: -2:'2:': I·. . : _'" I .. _ _. __ ·, :I 5 i Pos DI 1 I 1 1 I 1 I ! I I 6' ·j P6sDI 2 l :·. i,.· . I -I -· -V 11 ·2 .. --( · 1:. -, . I -. -J .. I • --··_ ·I . : __ ,, ·_ ·-1. . [ l .:I ·. -··' 7 Pos LL 1 I I· 1 3 I 1 8 I-·-I '1 -· :· ·4.: · -1--1 .\ l. ·J-". · 1 .. :., ._ r ·_ I .. I . _·:.:--~ . . :1 9 E I I 1 5 I 1 Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shape Label (ln}h2 (ln"4) (ln"4) (ln"4) Only COL TU5X5X5 STL 5.61 1.2 1.2 20.1 20.1 -.BEAM-.. W12X22. -I , STL. : I-6.48.. -12 !:· 1.2 ,-. 4:66. I. -.156· · BRACE TU5X5X6 STL I 6.58 1.2 1.2 22.8 22.8 Member Section Forces, LC 8 : Neg LL 2 Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-ft) (K-ft} (K-ft} M1 1 -4.836 0 0 0 0 0 2 -4.836 0 0 0 0 0 3 -4.836 0 0 0 0 0 4 -4.836 0 0 0 0 0 I 5 -4.836 0 0 0 0 0 M2· .. 1.·.1 .::··., 0 ... c· -1-56-0_· . .0:. -.. :o:.,_:· _o. i . .4···i-.. : .-:: _o: _;; . ·' -0.7:8 .. ·. :,.-,·:· ::-.'.0'.:, '.,:· __ -_ 0,-. _._·. ·. ;-.:0-·_·r -----'. • .2~925, ~- : ·-.5· .. · · ·_ O -·1.56. · -0-· _(;): 0. · :Q .. ··-·-,. M3 1 -4.836 o I o o o o 2 -4.836 o I o o o o 3 -4.836 0 I O O O 0 -~--,,.------c---------::-------::----4 -4.836 I o o o o o 5 -4.836 I Q O O O 0 2 · O· -0 _ O::: O· ··_ o· . , ··o 'l'"" s· _ · __ , o · · . : o . _o :a·_ · -o:. · J -ff · ·- Member Stresses, LC 8 : Neg LL 2 Member Label Section M1 1 Axial (Ksi) -0.862 RISA-3D Version 4 [C:\risa\iris1 .r3d] Sheary-y (Ksi} 0 Shearz-z (Ksi} 0 Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksi) 0 0 0 0 Page2 I I I I I I I I I I I I I I I I I I I Company Designer . Job Number: July 11, 2000 Checked By: __ Member Stresses, LC 8 : Neg LL 2, (continued} Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (KsQ (Ksi) (Ksi) (Ksi) ..C!S~]L. __ (Ksi) (Ksi) 2 -0.862 0 0 0 0 0 0 3 -0.862 0 0 0 0 0 0 4 I -0.862 0 0 0 0 0 0 5 -0.862 0 0 0 0 0 0 i M2 I 1 ·' .o, ,. --0:585: 0 . ·o· -0 ! 2 ,' ··::O /'-~: ~: : :.Q-292. ,Q,. ~--:. ' ·'·' '. -1ii385 -1'.385'. 3 ' ::oi_ .. ·.:: " 0 .. -o.· ·_. .. ;,:;t;:846 1'.846 : ·4_ :··.o .. .. .0:292 .{)." . -::.1:_385 .. ' t.385 .. : .. , ~ t::' .. .. I 5 \Q' . -0{585-· ·.o:: ,. ·:o O: I ... .. ----M3 -1 -0.862 0 0 0 0 0 0 2 -0.862 0 0 0 0 0 0 3 -0.862 -0-·-0 0 0 0 0 ·4 -0.862 0 0 0 0 0 0 5 -0.862 0 0 0 0 0 0 M4 I 1. '.·. 0. 0-o· o· 0 ! 2 l ·'.:0' 0 0-,' 0 0 I. 3 ,' ;, ·o. o-·o· o: :o ! .. ' 4 ·.O 0 a,· ·O 0 I. .. 5 .o-., ·o· .Q. ff 0 Reactions. LC 8 : Neg LL 2 Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) N1 0.000 I -4.836 0.000 0.000 0.000 0.000 N2. 0:·000 0:000-_(');000 ,_0;.000 -l-0,000, .. '-I 0,00,0::-. {.::;,:! N3 0.000 I 0.000 0.000 0.000 0.000 0.000 I N4 a.ooo .. .-4.836. .. I 0.000 0,000 0:000 0:0.00/;\~~- Reaction Totals: 0.000 -9.672 0.000 Center of Gravity Coords (X,Y,Z) (Ft) : 5 12.5 0.000 Joint Dise.f acements, LCB: Neg LL 2 Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation In In (In) (radians) (radians) (radians) N1 0.000 0.000 0.000 0.000 0.000 0 '--~'": i N2·. -0:006 0.004 1 · 0~00.0 0:000 I .. 0:000' 0.,. N3 -0.006 0.004 0.000 0.000 ' 0.000 0 !, . N4 0.000 '0.000: 1· 0:000 0:000 . I . 0:000' · o:: ,:.z:-::1 Member A/SC ASD 9th Code Checks, LCB: Neg LL 2 Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y Fb z-z ASD Eqn. (Ft) (Ft) (Ksi) (Ksi) (Ksi) M1 0.04 I 0 0 0 .,J 15.439 23.76 23.76 H2-1 I .. -M2 l 0.1.33 I .5 ·.-i: 0,0'41 I. 0 l -7.458 . -27. ·_, I · 13:913 !-i,_t;,..:ti::I .l M3 0.04 i 0 0 0 ·¥, ). 15.439 23.76 23.76 H2-1 M4." I .. 0 I 0 , . .o I 0 . i · .12:569 · I -2:3.76 : I .: .. -23:76 1-H1;;;,,12.:_J ' l I RISA-3D Version 4 [C:\risa\iris1 .r3d] Page 3 I I I I I I I I I I I I I I I I I I I Company Designer . Job Number: #:=)z_.1 Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation (K/in) (K/in) (K/in) (K-ft/rad) N1 Reaction Reaction Reaction .. N2:·-l .. I-I-Reacliorf . I N3 I Reaction I ' I __ NW I Reaction. . I· ·Reaction L Reaction . 1,· ·:_ I· Member Distributed Loads. Category: DL. BLC 1 : Pos DL 1 Member Label I Joint J Joint Load Pattern Label M2 N2 N3 UNIFORM Member Distributed Loads. Category: DL. BLC 2 : Pos DL 2 Member Label I Joint J Joint Load Pattern Label M2 N2 N3 UNIFORM Member Distributed Loads. Category: LL. BLC 3 :· Pos LL 1 Member Label I Joint J Joint Load Pattern Label M2 N2 N3 UNIFORM Member Distributed Loads. Category : LL. BLC 4 : Neg LL 2 Member Label I Joint J Joint Load Pattern Label M2 N2 N3 UNIFORM Joint Loads/Enforced Displacements. Category : DL. BLC 1 : Pos DL 1 Joint Label [L]oad or D is lacement L ·l, ._,· .. Direction y y, Magnitude K K-ft, In rad -3.329 . A.lft~l Joint Loads/Enforced Displacements. Category : DL. BLC 2 : Pos DL 2 Joint Label [L]oad or [Djisplacement Direction Magnitude (K, K-ft, In, rad) - July 11, 2000 Checked By: __ MY Rotation MZ Rotation (K-ft/rad) ___ . _(~-ft/=r=adc,..n _~ .. J . I •~. ,.: Pattern Multiplier .317 Pattern Multiplier .186 Pattern Multiplier I .538 Pattern Multiplier -.312 N2 N3';· .. ; L y ~ -z.o l... · L. ·... j: ·-y-.· .... ·1: ·-41iii'-·. ::J -\C>-8 Joint Loads/Enforced Displacements. Category: LL. BLC 3: Pos LL 1 Joint Label [L]oad or Direction Magnitude . ___ [D]isplacement (K, K-ft, In, rad) N2 L Y -5.649 ~~"'--N_3~·."_··_·--~----·_Ll_·~··_··_·~·l._~-·~y-~-_.-~··_.-__, __ ~·m~•~·1~~~-'-'-~·:/ -L~-~ Joint Loads/Enforced Displacements. Category : LL. BLC 4 : Neg LL 2 Joint Label N2 [L]oad or [D]isplacement L .l Direction y y Magnitude (K, K-ft, In, rad) 3.276 Joint Loads/Enforced Displacements. Category : EL. BLC 5 : Earth Q Joint Label N2 [Ljoad or JD]isplacement L . L . . j RISA-3O Version 4 [C:\risa\iris2.r3d] Direction X · .. X: Magnitude (K, K-ft, In, rad) -5.15 -5.15: . Page 1 I I I I I I I I I I I I I I I I I I I Company Designer : Job Number : ./:I:: I Z-tz Load Combinations Num Description __ Env_yvs PD SRSS c--,-o._.,...-~-~-:-'-- : 1 Pas DL 1 + Pas LL 1 1 -----~-- BLC Factor BLC 1 1 I 3 I I Factor 1 I I ·2 l-Pos DL-2,+-Nea bJ. 2 I ·-_-I I 1 .:2· _.-4: ,;-,, .:~:·:4 I 1 ,l I .I . 3 I Pos DL 1 + Pos LL 1 + E ' 1 1 I 1.2 3 .7 4 I · Pos or2:+ Neci LL 2·+ E I l I 1. ·_ 2 :t.2:,. '4. I .7 1· : :·,.: ·,. I · . .,.I , I 5 Pas DI 1 1 1 1 ;g I·· .. Po's DI 2 I I I 1 2, j" I t. . I t, 7 j Pas LL 1 1 3 1 I 8, I Nea.LL 2 I I . I . I 1 '4 .. 1' ::, ,_ . I T I I 9 E 1 5 -1 I Sections Section Database Material Area SA(yy) SA(zz) I y-y Label Shai:1e Label (ln)"2 (ln"4) COL TU5X5X5 STL 5.61 1.2 I 1.2 20.1 BEAM !·. W12X22 STL . I 6.48': ·t J.2:-. L 1:.2 I-4,6'6 .. BRACE TU5X5X6 STL I 6.58 ! 1.2 1.2 22.8 Member Section Forces, LC9:E Member Label Section Axial Shear y-y Shear z-z Torque (K) (K) (K) (K-ft) M1 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 I. . ' M2·. I ·_ 1 --. 5J'5. . O' ,0 --0 3,--.-5:ts · _-o -. :_ ·, , (r: o: . 4 · • :5j5 · <: .. -. .,a._ . :,:.ff_ . _.. . . a--s · :5::1-.5 -· -o · o,_ : o M3 1 16.094 o o o --2~---:--15-=-_-=--09=-4:-------,,-0--+----:co----o 3 16.094 o o o 4 16.094 o o o 5 16.094 0 0 0 I. i • ·M4 l. ,1.-· . : ~t9;:tQ8. ·O .(1··. .. -0 . 2 . -19 .. 1.08 -0 Q",' . . O .. . 4 . . -19.108. . O: -O . . O' ·5 .,-19.108 .· 'O .0 ·_ . -I 0-- Member Stresses, LC 9 : E July 11, 2000 Checked By: __ BLC Factor _ BLC .. Factor .·-·. ·., .- 5 ! -2.2 5.· ·--2~2. -, --. I .· .. . _,,,; I z-z (In"~) 20.1 156'.'- 22.8 Momenty-y (K-ft) 0 0 0 0 0 -I __ i o··:.--· :· _::/.:0:c.· .. : .· :· 0 o 0 o 0 0.,;:-- --O .. ~ _ I _ :-:·: I I . I ·: r. -. · -I .. J ... : __ .-_. __ :-d . I J. I . I I ~ :/ ... _, I i J (Torsion) TIC (ln"4) Only 33.1 .29 . 38.2 Momentz-z (K-ft) 0 0 0 0 0 -. o. . I -.o· ·:_~-.:: ·-o-, 0 o 0 0 0 O' -o·-· _--- 0. ' ;._: Member Label Section Axial (Ksi) 0 Sheary-y (Ksi) Shearz-z (Ksi) Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksi) M1 1 0 0 0 0 0 0 RISA-3D Version 4 [C:\risa\iris2.r3d] Page2 I I I I I I I I I I I I I I I I I I I Company I frt:t/A,Af .....,__ July 11, 2000 Designer rJ Cf) Job Number: Checked By: __ Member Stresses, LC 9: E, (continuedl Member Label Section Axial Sheary-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot 2 3 4 5 I . ., _M2 I 1 I 2 3 4 1· 5 I M3 1 2 -3 4 5 I M4 1 '. .2 3 4 5 Reactions LC 9 : E Joint Label 1 N1 I. . N2. ' N3 N4--.- Reaction Totals: -·---(Ksi) 0 0 0 0 ·1 0]95·- I . 0:7-95 1:. 0.795· .. j 0:795-· l. (J:795 I 2.869 2.869 2.869 2.869 2.869 -Z.9"04 ._. -:-2:904 -:-2;904 · -2:·904_ .:.2.9"04 X Force (K) -10.3 0;'000. 0.000 . 0.000. -10.3 I - -~-----0 -·a-. 0 0 0 a ·o_ . o :0: 0 0 0 0 0 .. 0 ·o 0 0 0 Y Force (K) -16.094 0.000 0.000 ·16 . .094· 0.000 I .·. .. (Ksi) 0 0 0 0 0 0 :o .. .0 . ... :. 0 0 0 0 0 0 0 0 :o 0 O·· Z Force (K) 0.000 0.000 0.000 0.000, .. 0.000 ' (Ksi) (Ksi) 0 0 0 0 0 0 0 0 ·, o·· ·0: ,. 0 0 :· .. a--, ___ -o· ··.'.:O n .o .. 0" 0 0 0 0 0 0 0 0 0 ' 0 0 . I 0 . 0 r ·O .. : '.·o· ' .. 0 ·o I .· I .. I. ·1. X Moment (K-ft) 0.000 0:·000· 0.000 0;0.00 -0 D. -o· ., Center of Gravity Coords (X,Y,Z): No Calculation Joint Displacements, LC 9 : E Joint Label X Translation Y Translation Z Translation X Rotation (In) (In) (In) (radians) N1 0.000 0.000 j 0.000 0.000 .. N2 .. · I 0.059· , I -0.QOO-0.000 I . 0.000 I·: N3 0.056 -0.015 0.000 : 0.000 ~ ' .N4 I. . 0.000.· I 0:000 0.000·. I'· 0,.000 I Member A/SC ASD 9th Code Checks, LC9:E Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y (Ft) (Ft) (Ksi) (Ksi) i M1 0 0 0 0 1 I i 15.439 23.76 !·. .·M2 I .0.071 I _o: 0 . .o: 11.236 -I· .27 M3 0.186 0 0 0 ti 15.439 23.76 1, .. M4 ! ,0.134 I 0 I O· 0 I 13.-S-ta.:. 23.J6· RISA-3D Version 4 [C:\risa\iris2.r3d] (~i) 0 0 -~-----0 ---0 0 0 0 .0 0. 0 0 0 0 0 0 0 o. 0. 0 Y Moment (K-ft) 0.000 0.000 .. 0.000 0.000 Y Rotation (radians) 0.000 0.000 I. 0.000 0.000 . I Fb z-z (Ksi) 23.76 • i-13,913 23.76 23]6 (Ksi) 0 0 0 0 :·:o~~"~1Jf'l ·tt; ·_, . -~,~.:·-.u -.~Ol"\!..,.~,....'1'-~r"'" .. .. :.t;r:i?-::;;,£·· 0 0 0 0 0 '(}.:_:-': . .-. -_ .·o: __ .:-:·:~: : .;O;-\"·J'-::-t; £)'.,'·:-:·-.:;--_: ·: Q.-:_;_,j'.:, Z Moment (K-ft) 0.000 ! 0.000 ' Z Rotation (radians) 0 i 0 :'., .. ;_:·1 0 I o· · .. ·: --~ I ASD Eqn. H1-1 ! .•. H1~1F: I H1-1 ·1 H2it~~-.,, Page 3 ! I I I I I I I I I I I I I I I I I I I Company : Designer : Job Number : .bF I 2-:=:o/ Load Combinations Num Description Env WS PD SRSS CD BLC -:..:1:=._.._P_os_D::...;L:..:::1=+=-:;_;Po:..:.;s_LL-1---=~ -----1 1 ---I-- Factor -1-··· July 11, 2000 Checked By: __ -=B=-LC=------=-F=ac=to:..:...r_-=B=LC=------=-F=ac=to:..:..r__ BLC Factor 3 , 1 I ; 2. I PosDLZ.+-Nea"lL2: I I I I. .l t , .. 2 . r .1-I 4-,j ,_·[ : . :::t.·,;:: I I I I I 3 Pos DL 1 + Pos LL 1 + E l 1 1 ___ '. __ 1.2 -~--3--+l_._7~1---'-5-~; ___ 2--'--_2 __ 4 1-J;>os-Of2+Neg-Lt2+E I I f I ._'f: =1-._ -2 I 1.2 J .4. . ;LT-.. 1 :-. -5_ ·L 2.2 I . I I [ ·, /: .. ' :-'_::1_:::,.·-:·: .:J-.-,,.~-j. . I_ . I 5 Pos DI 1 I 1 1 1 -----~--~--~-------·--I I 6 I -8osDl2 I I I I .2 I . 1 I-I.'. I I 1· . y. ·· 1 7 Pos LL 1 l 1 3 1 a.· I ::-Neo.LL.2 I ·/ I ·-1 ·1'. : . . 4, · 1. t I r ... 1 · I 9 I E I 1 Sections Section Database Material Label ShaQe Label COL TU5X5X5 STL :I-: i BEAM. i:. W12X22 . STL BRACE I TU5X5X6 STL I I ' Member Section Forces, LC9:E Member Label M1 Section Axial K Sheary-y 1 0 0 . I .. L 5 1 Area SA(yy) SA(zz) I y-y (ln}-'2 (ln"4} 5.61 1.2 1.2 ' 20.1 I 6.48-.1'.2. 1.2 J . -4.66. 6.58 1.2 1.2 22.8 Shear z-z Torque (K) (K-ft) 0 0 ----------2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 __ 5 _____ 0 _____ 0 ___ _ 0 0 .M2.·-l _t. --5:15" :o · 0, .. ·,-.Q. 3-: -5, 1'5 ·: ---: . 0.. · . : . ·4 -5 .. 1:5.' -·: :0. ·. __ 5 -5:15_,. '. · O\' 0. , ·.O · ----'--M_3 ____ ...c..1_ -16.094 0 0 0 2 -16.094 0 0 0 3 -16.094 0 0 0 4 -16.094 0 0 0 5 -16.094 0 0 0 _. M4----t 1 19.10ff· U--' . o. ·. • . o· __ : .2 19~1.08 0 'o. -·-:·:•o ·. ' 3: 19,1'08. -. ·:O: . -o-::-;-_ _..-<: -.. -.:o:-_,-:,-· ·_-4 19,rna: o· ·. :o--.. o·: · _ s· 19.108 L -o -. _: -. -O" . 'O _-__ Member Stresses, LC 9 : E I z-z (ln"4) 20.1 .156 22.8 Momenty-y (K-ft) 0 0 0 0 0 --o: . -0 -_ _. 0 0 0 0 0 ·_.o,: ··. -. o. ~- O'. I I .I I. I I I I . I l I J (Torsion) TIC (ln"4) Only 33.1 .29· -I 38.2 Momentz-z (K-ft) 0 0 0 0 0 o-- ·_,_:_:_o--:-. .-':.-·: ·. 0 0 0 0 0 -o··:.,___ -- -. o . .-·_ .-:= >:. ·:o··-_, ·,-·-;_' Member Label Section Axial (Ksi) Sheary-y (Ksi) Shearz-z (Ksi) Bending y-top Bending y-bot Bending z-top Bending z-bot (Ksi) (Ksi) (Ksi) (Ksi) M1 1 0 0 0 0 0 0 0 RISA-3D Version 4 [C:\risa\iris2.r3dJ Page2 I I I I I I I I I I I I I I I I I I I i ! i ! I Company Designer . Job Number : /:t:-/ Z; ~ Member Stresses, LC 9 : E, (continued) Member Label Section Axial Shear y-y (Ksi) (_IS§j} 2 0 0 3 0 0 4 O -0 i--....:...5 __ ______..c;o=------o M2 ~2 ._-0,795 0 .-.4-_ -..o . .795 · o · 5 -0~ 795· ·O M3 1 -2.869 0 2 -2.869 0 3 -2.869 0 I 4 -2.869 0 5 -2.869 0 M4 _ 1 I 2i904 o 2 I -2:904. _ . ,. o _ A . l 2:-904; . -0 Reactions LC 9 : E Joint Label X Force (K) N1 10.3 N2 1. 0.000: N3 0.000 N4' I 0.000 Reaction Totals: I 10.3 I. I I Y Force (K) 16 094 . 0:000 0.000 -16.094'· 0.000 I I r , I · 1 I July 11, 2000 Checked By: __ Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (~§_Q --~(_Ks~i) ___ ~(K_si~) __ _ _ _ _QS§JL ___ ~(K_si)~_ ~ g g ~g----gc,_- 0-o o -o------=o,-_, o-o I o o o 0 :0: -· , :o 0. .. 0 : __ .: __ o o o -~o ___ ___.co_~ 0 0 ! 0 0 0 o o o -=-o----,o-- 0 0 0 0 0 0 0 0 0 0 0: 0 .. ·O O o:· ··, :· 0 .. 0 0. 0:: .·. O,:;"i-: .. ',;i_ . . 0 · · ,,'Q. · ,0 · ff '''.Q.:.-,:::_;-,:c. Z Force (K) 0 000 0.000: 0.000 , 0.000- 0.000 X Moment (K-ft) 0.000 0;,000: .. : 0.000 ·: 0:000-. ·t I Y Moment (K-ft) 0.000 o·.ooo 0.000 0.000: I I Z Moment (K-ft) 0.000 0:000 0.000 .·::'I I 0.000-' _.··. I Center of Gravity Coords (X,Y,Z) : No Calculation Joint Displacements, LC 9 : E Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation (In) (In) (In) (radians) (radians) (radians) N1 0.000 0.000 ! 0.000 i 0.000 0.000 0 I I N2 ..,0.059 -, o:.ouo· I '0.000· 1-. ~ 0,000· ·. I 0.000 I 0· ', . I N3 -0.056 0.015 I 0.000 0.000 0.000 0 I ' N4 0.'000 :I ·:@.ooo_: i. 0.000 j " · o·.000,-I. 0.:000. .I . , o._·. .. _::.I Member A/SC ASD 9th Code Checks, LC9: E Member Label Code Chk Loe Shear Chk Loe Dir Fa Fb y-y Fbz-z ASD Eqn. (Ft) (Ft) (Ksi) (Ksi) (Ksi) M1 !. 0 0 0 0 -i· ~ 15.439 23.76 23.76 H1-1 . M2 '. 0·.037 0, 0 0 I 11'.2'36' · :27 I , 21;6 H2::.r I M3 0.133 0 0 I 0 ~ 15.439 '·I 23.76 23.76 H2-1 ·M4· ! 0215 0 _,, 0,-·o I 1--. 1'3'5'18°0 ·: 23.76 23:76 H1''"-1/:_.l · RISA-3D Version 4 [C:\risa\iris2.r3d] Page 3 Company Designer : Job Number : ,Jc I 2 e::, I ,--e!l f-V4~ Member Section Forces. LC 5 : Pos DI 1 Member Label Section Axial Sheary-y Shearz-z Torque ---. __ (& --(K} (K} --(15.::.f!l M1 1 3.329 0 0 0 2 . 3.329 0 0 5-. -3·-·-· -3.329 0 0 0 -4·--3.329 0 0 0 -5---3.329 0 0 0 I 1 o· 0 :. __ <·0. 0 2 0 o· . ' .. ··er 0 . '~, 3 0 ·O. .. :0· 0 ' 4 0 0 ., ··o 0 5. Q 1J ·:o.-_ 0 M3 1 14.7 0 0 0 2 14.7 0 0 ---·o-. ·-3 14.7 0 0 -·-o- 4 14.7 0 0 -. 0 - 5 14.7 0 0 0 - l 1 -0: .. Q. ,· ·o.-0 2 ·o_· ·o· 0.-. '~· 0 3 0 0 ·0, 0 4 0 0 ·o 0 5 0 0-.0 0 Member Stresses. LC 5 : Pos DI 1 I I I I I I I I I I I I I I I Member Label Section Axial Sheary-y Shear z-z Bending y-top Bending y-bot (Ksi} (Ksi) (Ksi) M1 1 0.593 0 0 2 0.593 0 0 __ L 0.593 0 0 4 0.593 0 0 -5-· 0.593 0 0 I ·1 i O· 0· :0, 2 ! 0· 0 ·o_ 3 I 0 0-0 4 .. ,0, 0 o ·. ·s. 0--0: . . Q,;. M3 1 2.62 0 0 2 2.62 0 0 3 2.62 0 0 -4-2.62 0 0 5 2.62 0 0 ·:-M4:· .. I ·1. I o: o:. ·:··o,-·. 2 I ·o 0 :.0. ! 3 ! -0 0 ''().,. ! -4 I . o,. 0-_o;: l 5 I :o I· 0 .-·.o:·. I Member A/SC ASD 9th Code Checks, LC 5 : Pos DI 1 I I I Member Label Code Chk Loe ShearChk (Ft) M1 -0.038 0 0 ,'M2 .. : I 0 ·o 0 M3 0.17 0 0 1-.' M4 0 o-0 RISA-3D Version 4 [C:\risa\iris2.r3d] Loe Dir (Ft) 0 t· ~ 0 0 I ~ 0 i (Ksi} 0 0 0 0 0 O·. 0 0 - ..0. .:.o: . 0 0 0 0 I 0 .. ·.o ·o ·o-.. o. . , . . o·· Fa (Ksi) 15.439 -H.236· 15.439 ·13.518 (Ksi} 0 0 0 0 0 0 o, 0- 0 0 0 0 0 0 0 0 ~ 0 0 0 o·. Fb y-y (Ksi) 23.76 27 23.76 23.76 July 12, 2000 Checked By: __ Momenty-y Momentz-z (K-ft} ---(K-ft} 0 0 0 0 ---· ----0 0 0 0 :.o O· 0 ·0 0 0 0 0 0 .O· :o ·-o. ·o :o Bending z-top . . (Ksi) 0 0 0 0 0 o· .. ' . 0 .. 0, ' 0 O .. 0 0 0 0 0 0·: o. 0 .0 0 Fb z-z (Ksi} 23.76 I 13.91-3 I 23.76 23.76 0 0 0 O·· ·. .. ,, .. 0 0 0 Q 0 0 0 0 0 O· : . -~~ o·-.·.·: - 0 O· O' Bending z-bot (Ksi) 0 0 0 0 0 0 :·:.,; -o:·· ·;··:·· 0: ,_:-: . .,: 0 :'-::,·, .·0·, :·,,_.·.;; 0 0 0 0 0 I o--· ",·· :-, -. .-. 0 :O ,•' .. o· o·.· .. , ASD Eqn. H1-1 H1~1'-I H1-1 111 ... 1~ :.j Page 1 I I I I I I I I I I I I I I I I I I I Company Designer . Job Number : /t--/ 2.-j July 12, 2000 Checked By: .. ,---- ~ I F,-.::,,_--e Joint Displacements, LC 5 : Pos DI 1 Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation (In) (In) (In) (radians) __ (radians) . N1 : 0.000 0.000 0.000 I 0.000 ; 0.000 N3 -0.005 . -0.014 0.000 0.000 I 0.000 Reactions, LC 5 : Pos DI 1 Joint Label X Force Y Force (Kl <Kl N1 / 0.000 3.329 · · :·. _:·N2 N3 I 0.000 0.000 Reaction Totals: I 0.000 I 18.029 Center of Gravity Coords (X,Y,Z) (Ft): RISA-3D Version 4 [C:\risa\iris2.r3d] Z Force X Moment (K) (K-ftl 0.000 I 0.000 · , · :·· . ..,-:OiOO(J' , ·. .. ., . ; .· .. 0,0.00: : :I' , 0.000 I 0.000 I , ... , . tX'€)0(:l, ··::: :.:· +' :,:-:-moe.ro~: · . ··. r-.' 0.000 I 6.523 Y Moment (K-ftl 0.000 q:_000-· 0.000 D::000· 12.5 Z Rotation (radians) 0 I o I ZMoment (K-ft} 0.000 I I · .-0:00.0,.' .-. .J 0.000 ! 0.000 Page2 I I I I I I I I Company . Designer : Job Number :J:1:-/ z q ~ ' F v-" ~ Member Section Forces. LC 7: Pos LL 1 Member Label Section Axial Sheary-y Shear z-z ----(K) (K) (K) M1 1 5.649 0 I 0 ·------2 5.649 0 0 3 5.649 0 0 4 5.649 0 0 5 5.649 0 ' 0 , Torque (K-ft) ---~ . 0 ·-0 ----0 --. 0 --0 July 12, 2000 Checked By: __ Momenty-y Momentz-z (K:.f!l --!K-ft) 0 0 -0 0 6 --0 0 -·· 0 0 0 , .:_·.;,." -~ .M2 l ·1 .. 0 -,Q,_-· .. 'O. . -.. 0: 0 .o·-_,. ,,·'::-\. i 2 0 -·o •. O· o··· -0 0':-'_:·, ;:;,:. I 3 _·o : o.·_ '.O 0 0 -0'·_ .. .. I ... ... , 4 0 'O 0 .. .. 0 0 0 I !. 5· 0., _.o ... 0 .o 0 0 ; I M3 I 1 16.2 0 : 0 0 0 I 0 ! I 2 16.2 0 0 0 Q 0 3 16.2 o o o -o-· o _..::.__ __ --'---'-'=----__;:_----~----..::.__--------~ 4 16.2 0 0 O O 0 I I, ·, M4 I 5 16.2 0 0 0 0 0 I. t . 0 ' Q: _O I.<--.·0 .0 0. . _ .. , 2 • 'O :o . . .0 · l . . 0 0 . I . 0-: -' 'C; I I I I I I I 3 _o. ·.o· o 1-· o o o···i-___ . 4 o-. . o-o.. I o o o: . .,:;.::/ 5 0-· 0 0 I 0' 0 0 ·-,._. Member Stresses, LC 7 : Pos LL 1 Member Label Section Axial (Ksi) M1 1 1.007 2 1.007 3 1.007 4 1.007 5 1.007 I'.. M2 1. ·0 2· .. 0 3 o. 4 0 5... _._-0· M3 1 2.888 2 2.888 3 2.888 4 2.888 -5 2.888 1-·-· C M4 l I ·:o· 2· i -o 3 I 0 4 I 0 .. I 5 I 0 I . - Sheary-y (Ksi) .. 0 0 0 0 0 0 0 -0. 0 - .0: .' 0 0 0 0 0 o· ·:_ 0 0 0 ., .. o· I ., : Shearz-z (Ksi) 0 0 0 0 0 0 .' 0. .0 -o_.: 0 0 0 0 0 ·o- 0 0 o-:. o· Bending y-top (Ksi) 0 0 0 0 0 -o· 0 . 0. - ,: 0 Bending y-bot (Ksi) 0 0 0 0 0 o· a~ . ·--_-,. 0 ., .. ·, -.0-·_ ... 0 0 0 0 0 0 0 0 0 0 .. 0 ·-o· ' 0 .. -0 0 o· 0 0 . 0 0 Bending z-top {Ksi) 0 0 0 0 0 ·o . Q._ 0 o. 0 ... 0 0 0 0 0 .0 .. 0 0 0 0 Bending z-bot (Ksi) 0 0 0 0 0 Q;;·;_-. __ ,: 0-... .. 0\ '·•:·->·'-; 0 ! 0 0 0 0 . o,:. ,_.,:-:-· 0 ' : ~-~:, 0 i'' · __ o ·:-"i,_;' 0 - I Member A/SC ASD 9th Code Checks. LC 7: Pos LL 1 I I I ! i I I I, Member Label Code Chk Loe (Ft) M1 0.065 0 .... M2 I 0 0 I M3 0.187 0 M4 0 0 RISA-3D Version 4 [ C: \risa \iris2. r3d] Shear Chk Loe {Ft) 0 0 0 r ·o 0 0 0 I· 0 Dir Fa Fb y-y Fb z-z ASD Eqn. (Ksi) (Ksi) {Ksi) ~- 15.439 23.76 23.76 H1-1 I 11 .. 236 27 13.913 · r1-1.:.1 _ I -.. I I~ 15.439 23.76 23.76 H1-1 13.518 I 23.76 .23.76 . Ht'.'1. .. '-1 Page 1 ?¼ ½ I '~ I I I I I ~! I I I I I I I I I I I I I Company : Designer : Job Number: ~/2-1 Joint Displacements, LC 7 : Pos LL 1 Joint Label X Translation Y Translation -·. O!!L (In} I N1 0.000 I 0.000 I 1··,,·::::~ .· .. _:·_ ;Mzf:_;. -. f. -0;008 I. . "::"~0:0.05''.,:: ·:·, I N3 -0.008 I -0.015 I Z Translation X Rotation (In) ·---·-(radians) 0.000 0.000 ,,i:-· .. :::0;001)' I o .. oao_,:·:·.: ;·.:. .. 0.000 0.000 July 12, 2000 Checked By:_,' __ Y Rotation Z Rotation (radians) (radians) 0.000 ; 0 :4-_-,:0.000~ :-1. ,.'·:·::'':O. _· ··: 0.000 I 0 i I I ,. ", ' ff , ¥ • ~ ... ,. l\:.'5.~ ·.,.£_:, ;.:;.;N4<.'.-~; ,-:,, , : I, :0 .. 000-.. , L.:<._;-:·,O:O.Q.0::;,;~.,::f;:j~~;:>>.:o~El0,0.':.-·,·. I .. 0~oocL·c, .',k-;::;'.·,?0~000r;,.,·.~; .J ;, i:~,,,'O,,,:;,,:::;;s,.,1 Reactions, LC 7: Pos LL 1 Joint Label X Force (K) I N1 0.000 I'. ···1· -,;_,:N2: ·-, · : =· : • 1 · 0:000 I N3 I 0.000 Reaction Totals: I 0.000 Y Force Z Force (K) (K) ; 5.649 I 0.000 0.000 0.000 21.849 0.000 Center of Gravity Coords (X,Y,Z) (Ft): RISA-3D Version 4 [C:\risa\iris2.r3d] X Moment Y Moment (K-ft) (K-ft) 0.000 I 0.000 o;ooo -1 . ·:1 , ·. :. ' -o.:oG©·. 0.000 I 0.000 I I 5.932 12.5 ZMoment (K-ft) I 0.000 I 0.000 Page2 I I Company Designer : Job Number : iF-/zfz I Member Section Forces, LC 6 : Pos DI 2 I I I I I I I I I I I I I I I I Member Label Section Axial Sheary-y Shear z-z (K} (K) lli) M1 1 2 0 0 ------·----2 2 0 0 -3-2 0 0 4 2 0 o·· 5 2 0 -··o ·M2· ..... j 1 .. 0-'" ,:: .0. a· 2 ···o·,. O'· ·0 3 O:· 0 .0 4 0 .. ,Q 0 5 ·_o .o, 0 M3 1 10.8 0 0 2 10.8 0 0 3 10.8 0 0 4 10.8 0 0 5 10.8 0 0 M4 l 1 . o· ·-0 . 0 ! 2 o.· 0· _o·· ! , . 3 0 0 "' 0 ! 4 0. . "O' .O' 5 0 :.0, 0 Member Stresses, LC 6 : Pos DI 2 Member Label Section Axial Sheary-y Shearz-z Bending y-top (Ksi) (Ksi) (Ksi) (Ksi) M1 1 0.357 0 0 0 2 0.357 0 0 0 3 0.357 0 0 0 4 0.357 0 0 0 5 0.357 0 0 0 . -· .. M2.· .. I . .1 'O -o Q Q· : 2. ·. n 0 0 0 0 0 . o .. 0 O· 0 0 0. l .5 . o : o . ·,O: .. ;-_,_._ o· M3 1 1.925 0 0 0 2 1.925 0 0 0 3 1.925 0 0 0 4 1.925 0 0 0 5 I 1.925 0 0 0 1 I . . ·n-. 0 •' --o· -.-o· . " .2 I 0 0 -0 Q,. 3 I. 0 0 0·' . 0> 4_. I .0 o_ .. 0,: o· 5 I 0 0 0 O' Member A/SC ASD 9th Code Checks. LC 6 : Pos DI 2 Member Label Code Chk Loe ShearChk Loe Dir Fa (Ft) (Ft) (Ksi) M1 0.023 0 0 0 I ~ 15.439 M2. 0 0 0 .o ! . 11.236 .I M3 0.125 0 0 0 i 15.439 M4-0 0 0 0 _13-.StS RISA-30 Version 4 [C:\risa\iris2.r3d] 'ft;r; Torque (K-ft) 0 0 0 0 0 0. -·0--. ·:;. 0. 0 L :o: 0 0 0 0 0 0. (:)-·_o· 0 0 Bending y-bot (Ksi) 0 0 0 0 0 o. 0-o.~ 0 0: 0 0 0 0 0 o: 0 0 0 0 Fb y-y (Ksi) 23.76 27 23.76 23.76 July 12, 2000 Checked By: __ Momenty-y Momentz-z (K-ft) -(K-ft) 0 0 0 0--- 0 o·-- 0 0 0 0 {o::· 0: «"' ,---~- 0, 0 :-.:-,: :0-0 .... -..... 0 0 .o n. ,M'.;:,~-.' 0 0 0 0 0 0 0 0 0 0 o. ·. 0--. ·,.-:,_.: -. ·--· .. o . .-·o . ,<:;.. . .-o. -O· 0 0. o.· 0 Bending z-top Bending z-bot (Ksi) (Ksi) 0 0 0 0 0 0 0 0 0 0 o·. :0 .. -:.·_:, ·-n 0 -. ---,_,.. .. o. o· . *- 'Q, 0 ··a. o· " -.~ _,.,, 0 0 0 0 0 0 0 0 0 0 ::·_ a .I -_-, Q: /'· \fo: 0 : I -0-:-" '.~:-, O· I .O· .. ,,-_. -o. i . 0 _ :.-·----~ 0 t -0 ·--,:;<- Fb z-z ASD Eqn. (Ksi) 23.76 H1-1 I_ • 13.913 [ H1-1: I 23.76 H1-1 . 23.76 H1-'_1·.:e:4 Page 1 I I I I I I I I I I I I I I I I I I I Company Designer : Job Number : /1:I Z-fl July 12, 2000 Checked By:_·_ Joint Displacements, LC 6: Pos DI 2 Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation (In) N1 0.000 (In) (In) (radians) (radians) (radians) 0.000 I 0.000 0.000 I 0.000 i o I N3 -0.003 -0.01 I 0.000 1 0.000 I 0.000 I 0 Reactions, LC 6 : Pos DI 2 Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) N1 0.000 , 2 0.000 i 0.000 I 0.000 0.000 N3 0.000 , 0.000 0.000 I 0.000 0.000 0.000 Reaction Totals: 0.000 I 12.8 0.000 I Center of Gravity Coords (X,Y,Z) (Ft): 6.75 12.5 0.000 RISA-3O Version 4 [C:\risa\iris2.r3d] Page2 I I Company Designer : July 12, 2000 Checked By: __ I Job Number : ¢ (2-"7 ========================================================== I Member Section Forces, LC 8 : Neg LL 2 Member Label Section Axial Shear y-y Shear z-z I I I I I I I I I I I I I I I I K K (!9 M1 1 -3.276 0 0 2 -3.276 0 0 3 -3.276 0 0 4 -3.276 0 0- 5 -3.276 0 (5 i ·;-. -M2.,·. I 1:· 0\ -. . . 0.:. 0 '. .-2 . :-0".',. . :(:)-. 0· ,. ', 3· : :o-.. 0 0 4· ·o ··o. 0- 5 .. 0-.· .0 .0 I. M3 1 12.75 I 0 0 2 12.75 0 0 3 12.75 0 .. 0 ·-· -. 4 12.75 0 0--- 5 12.75 0 --··o -- j M4 , 1' 0, O· O· I L 2 :ff Q 0 3 -o···. ·0 _· 0 4 : o. .. 0 0 ·5 0 0: 0- Member Stresses. LC 8 : Neg LL 2 Member Label Section Axial· Sheary-y Shearz-z Bending y-top (Ksi) (Ksi) (Ksi) (Ksi) M1 1 -0.584 0 0 0 2 -0.584 0 0 0 3 -0.584 0 0 0 4 -0.584 0 0 0 5 -0.584 0 0 0 .. : <.M2.-1 0 0 0-0 2· 0 0 . ·. -0 .... 0. 3 0 .0 0 .. 0 .. 4 0 0 0 0 5 -0. · .. _.., 0. O· O· M3 1 2.273 ' 0 0 0 2 2.273 0 0 0 3 2.273 0 0 0 4 2.273 0 0 0 5 2.273 0 0 0 !.· ·\·-'-~-:Mlf. ... · .. 1 0 0-··o·-.. ~o , . . 2: 0 0 ·o: 0 3 0 0. .. '' o· 0: ' < • 4. 0 0 ·. :o .. -0 5 ·o ··.• l . 0. ·.-\.o_··_ o .. · Member A/SC ASD 9th Code Checks, LC B : Neg LL 2 Member Label Code Chk Loe Shear Chk Loe Dir Fa (Ft) (Ft) (Ksi) M1 0.027 0 0 0 · ! .P -1 15.439 M2. 0 o. .. ,o. 1· 0 11.236 M3 0.147 0 0 0 -.. i} 15.439 ,M4, . r 0 0 0 .0 I 1.3.518 RISA-3D Version 4 [C:\risa\iris2.r3d] Torque (K-ft) 0 0 0 0 0 0:: ·:. ··, . :Q.': .. .,. ,•, .:o :o. ,o 0 0 0 0 0 ·o ... ·o: . b 0 0 Bending y-bot ,. (Ksi) 0 0 0 0 0 0 .. ·o, _. .. 0 0. ' Q. ·:.· 0 0 0 0 0 ·_o, ·o . -:o, 0 0. Fb y-y (Ksi) 23.76 ·27. 23.76 23.76 ; Momenty-y (K-ft) 0 0 0 0 0 · ... Q ·. r ··.Q .-o.-: .• ·o .0 0 0 0 0 0 0 .-.:· ,0- ;O' .. 0- C o· Bending z-top (Ksi) 0 0 0 0 0 0: . . .0·.· . C .. 0. 0 _··,o 0 0 0 0 0 ... .·-0' .. . ';()' --~o ··n o· Fb z-z (Ksi) 23.76 23.76 ! ... 23.76 Momentz-z (K-ft) 0 I I Q-, -.. ---1 0 : __ ___J 0 i 0 0. . . . . .. .. .(Y-. ;; ;_·'.\ 0,. o-·· -~::. 0 0 0 0 0 0 Q'. . 0: .. . ·. ,,:· o: ... .' --: 0 0 Bending z-bot (Ksi) 0 0 0 0 0 ,0. · . '0i. _;_~J 'Q: _ _:: ':_ ~ ,(i): ,. ., , . . o·-~· .. ,;,.~, 0 0 0 0 0 O'. . .-:,_ .. <. o:----:.:. :- .o.::.:-.. ~.:· ···o'T . J:r: ··:(.,... ASD Eqn. H2-1 : Page 1 I I I I I I I I I I I I I I I I I I I Company : Designer : Job Number : -=46=-12--j Joint DispJacements, LC 8 : Neg LL 2 July 12, 2000 Checked By:_. __ Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation N - 1 -----0~.<'~ 0 tn 0 t~) 0 __ -. . (In) (In) (radians) (radians) (radians) 0.000 I 0.000 0.000 , 0.000 I o N3 0.005 -0.012 0.000 , 0.000 i 0.000 I o Reactions. LC 8 : Neg LL 2 Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment -···-·-·· ·------~---'-'--'-'--------"-"----,----'-c'--'-'--~-=K-'--'-ft-=c-----..,>-'K'-'--=ft-~_----,->-K'-'---=ft'--_ N1 0.000 -3.276 i 0.000 0.000 ! 0.000 0.000 N3 0.000 0.000 0.000 0.000 0.000 0.000 Reaction Totals: 0.000 9.474 0.000 Center of Gravity Coords (X,Y.Z) (Ft): 10.766 12.5 0.000 RISA-3D Version 4 [C:\risa\iris2.r3d] Page2 I I I I I I I I I I I I I I I I I I I 8' Foot Frame Case 1 -E 0 E 0 DL 1 3.33 LL 1 5.649 DL2 LL2 Case 1 -E 0 E 0 DL1 0.593 LL 1 1.01 DL2 LL2 Case 1 -E 0 E 0 DL 1 0.038 LL 1 0.065 DL2 LL2 M1 Case2 Case 1 -5.15 5.15 0 0 2 -3.276 M1 Case2 Case 1 -0.795 0.795 0 0 0.357 -0.584 M1 Case2 Case 1 0.037 0.071 0 0 0.023 0.027 Force M2 M3 M4 Case2 Case 1 Case2 Case 1 Case2 -16.1 19.11 16.1 -19.11 14.7 0 16.2 0 0 10.8 0 0 12.75 0 Stress M2 M3 M4 Case2 Case 1 Case2 Case 1 Case2 -2.869 2.904 2.869 -2.9 2.62 0 2.89 0 0 1.93 0 0 2.273 0 Code Ck M2 M3 M4 Case2 Case 1 Case2 Case 1 Case2 0.133 0.215 0.186 0.134 0.17 0 0.187 0 0 0.125 0 b 0.147 0 I I I I I I I I I I I I I I I I I I 1 0' Foot Frame Case 1 -E 0 E 0 DL 1 4.914 LL 1 8.339 DL2 LL2 Case 1 -E 0 E 0 DL 1 0.876 LL 1 1.486 DL2 LL2 Case 1 -E 0 E 0 DL 1 0.057 LL 1 0.096 DL2 LL2 M1 Case2 Case 1 5.15 -5.15 0 0 2.883 -4.836 M1 Case2 Case 1 0.795 -0.795 0 0 0.514 -0.862 M1 Case 2 Case 1 0.107 0.037 0.135 0.229 0.033 0.04 Force M2 M3 M4 Case2 Case 1 Case2 Case 1 Case2 12.9 -16.5 -12.9 16.5 4.914 0 8.339 0 0 2.883 0 0 -4.836 0 Stress M2 M3 M4 ·Case 2 Case 1 Case2 Case 1 Case2 2.3 -2.5 -2.3 2.5 0.876 0 1.486 0 0 0.514 0 0 -0.862 0 Code Ck M2 M3 M4 Case2 Case 1 Case2 Case 1 Case2 0.149 0.116 0.106 0.199 0.057 0 0.096 0 0.079 0.033 0 0.133 0.04 0 ·, I ____________ ...--. '! i I I I (. ~l,. \) -\-. {_.L. l \ J ( '0 =38) +-· l ,.b~7 I ··-· -------·-· ------·· --·-··--·-- -. lC>3 _L__ \ EL I I I I I - I I \ \,0 ? :: \ "~ (Pl-ti -t • .i;; (..L..l--;') *" 52_'-' (. ~) -\ '-'"Z,.. ( ... l"'] -,} ~ ~...:; ( .. ,~ .. ·() +-.2.z.. ( .. ~ ~ &-) -• -,_ 0 " 1 < \ \_&> ' 'le:::. ~ - \M...-e.1;v1.-k~v-@ ~ k ,e...y @ \/fA-C "7{- ~"?"'? e--d, to l0 ~\A. (.J) Y= LZ-( ~b7 7.J \-."i> Co~~') . + 2.z..-(~L4.4") ""' . 444 ~ 1. I c;,. \;'.. t DATE PROJECT:-.:0. : •' ~ -J 'l ~~ ., I I I I I I I I I I I I ·I -Pl,,' -==---... u..,., - ~ ~ ~ ® M.z: ~ ,.. -~,-4.i:'..? ~ -1,---b- ~ ;b ~ \,~"1~ ~-=--L, . ---·- D:Pd-~ :::. ... \.~~ M~~ ~ -le..'? z..i; ~ ~k:, ,::,_ ~L L~4 l;::.~L C!.od.-i:... -.. ·2 .. :z ... 4. ,A : -z L~? IV½?~ / -\.~ \. 0 s,--6 - Codi::::.. = • o-Z7. ,« 2 2, ,. 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BY i?rF DATE 7~ PROJECT;s;O, /Z,7 PAGE ?6 OF ~7 I I I I I I I I I I I I I I I I I I I Foundation Reaction Case 1 E DL 1 16.1 3.329 4 -16.1 14.7 Case2 E DL 1 16.1 2 4 -16.1 10.8 Foundation Reacti 10' Frame Case 1 E DL 1 12.875 4.914 4 -12.875 4.914 Case2 E DL 1 12.875 2.883 4 -12.875 2.883 8' Frame LL .9DL+E Dl+LL+E 5.649 27.1461 33.128 16.2 -10.92 6.75 LL .9DL+E Dl+LL+E -3.276 25.95 22.874 Uplift 12.75 -14.43 -0.6 LL .9DL+E Dl+LL+E 8.339 23.7351 32.5655 8.339 -14.8899 -6.0595 LL .9DL+E Dl+LL+E -4.836 21.9072 17.3595 Uplift -4.836 -16.7178 -21.2655 -& .. ~~~--~· z.z.~ ·~ <p(.;, p ~ -z-S·w4:v ~ I ~ = 3· ~z.._ ~ = 'Z-( Le = LIP ( ~%,'>.'J'S /-A-V = 1-Z ~ ( &. b ~ -1,---b I M. 1Z-=-z.21.:rz 2-g· · ~ -U cJ4-.:= /. rb z +b --.P0 t-u., + ==== 3 -t4-"· +~ ~ t- T-2 .:--Zt&-l_~(p # ~ = Zt -=3 5 <f?"7 f .C::. 2h cz:, (_ l ~"3 ?;>) 1 -:P~o/t~ ~l J.G---1-cr,?I v!.-~ A). 1.,e... :::: l . -$ (J ~ \'> (t 4. 4-3 l~ ') -L 4.rp ( 4 1 l ~( .?-)(\ -z. ')] t z. ::= ~? 7-~-l.......... l t;:>-0-0 L_Z.) -*= I 'r~ 3-_;tt; 5 '60-v? Lb~ L*vc:i-'\. ~ \ -a,. ,a H- Ci'. :c \.-Z.b'1 \I-{_ 6-.:: ~4-\z· 4A~~ C,4.)(3 )(. '3\)~l ez..c.. 1 -!..:-~~ J :::::: 40·3 ~ -LV\.. > ,~-? 7-\?-.... \.'---CJ~~ 1_;>~ e 3 -~ ½ l-0-""-5 ,,:; {./ d l ~( ') bb-l:t-( DATE PROJECT NO. PAGE ~2 I ... ( ., •r I I ·:1~ I ,. I I I I I I I I I I I I I I I To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. --------------·-----.... Title: Dsgnr: Description : Scope: Job# Date: 4:46PM, 12 JUL 00 _::Fr I "'3=> Ch Ya::r" -a-12-? Rev: 510300 User. KW-060166, Ver 5.1.3, 22.Jun-1999. Win32 (C) 1983-99 ENERCALC Combined Footing Design , Page 1 Description G·eneral Information --·· Calculations are designed to ACI 318-95 and 1997 UBC Requirements ' Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden Dimensions ' '* F"o"lit;ng Size ... Loads Distance Left Dist. Betwn Cols Distance Right Footing Length Width Thickness 0 • &@m{}ertical Loads ... Dead Load Live Load Short Term Load I :::;ummary I 2,500.0 psf 4 145.0 pcf 1.33 0.00 psf 4.00 ft 8.00 ft 4.00 ft 16.00 ft 3.50 ft 16.00 in fc 3,000.0 psi Fy 60,000.0 psi Min As Pct 0.0018 Rebar Cover 3.50 in Live & Short Term Load Combined column support Pedestai sizes #1 : Square Dimension @ Left Column 3.300 k 2.000 k k ... Height #2 : Square Dimension ... Height @ Right Column 14.700 k 16.200 k k 0.00 in 0.00 in 0.00 in 0.0~ in Footing Design OK Length= 16.00ft, Width= 3.50ft, Thickness= 16.00in, Dist. Left= 4.00ft, Btwn. = 8.00ft, Dist. Right= 4.00ft Maximum Soil Pressure 1,525.48 psf Allowabl 2,500.00 psf Max Shear Stres 74.02 psi Allowabl 186.23 psi Min. Overturning Stabili 999.000 : Soil Pressures · 1H!oi1 Pressure@Left Dead+ Live Dead+Live+Short Term Soil Pressure @ Right End Dead+ Live Dead+Live+Short Term Stability Ratio : Moment & Shear Summary Moments ... Mu@Col#1 Mu Btwn Cols Mu@Col#2 One Way Shears ... Vn : Allow * 0.85 Vu@Col#1 Vu Btwn Cols Vu@Col#2 Two Way Shears ... Vn : Allow * 0.85 Vu@Col#1 Vu@Col#2 Actual 154.0 154.0 Allowable 2,500.0 psf 3,325.0 psf 1,525.5 1,525.5 2,500.0 psf 3,325.0 psf 999.0 :1 ACI 9-1 1. 09 k-ft/ft 14.95 k-ft/ft 14.95 k-ft/ft 93.113 psi 3.059 psi 32.819 psi 36.484 psi 186.226 psi 11.994 psi 74.015 psi Steel Req'd @ Lef Steel Req'd @ Cente Steel Req'd @ Righ Eq. 9-1 Eq. 9-2 Eq. 9-3 Eq. 9-1 Eq. 9-2 Eq. 9-3 ACI Factored, 233.6 psf 215.7 psf 85.0 psf 2,312.8 psf 2,135.7 psf 841.6 psf e 0.270 in2/ft 0.361 in2/ft 0.361 in2/ft Eccentricity 2.177 ft 2.177 ft 2.177 ft 2.177 ft ( values for moment are given per unit width of footing) ACI 9-2 ACI 9-3 0.84 k-ft/ft -0.21 k-ft/ft 13.64 k-ft/ft 4.84 k-ft/ft 13.64 k-ft/ft 4.84 k-ft/ft 93.113 psi 93.113 psi 2.416 psi 0.376 psi 29.897 psi 10.452 psi 33.281 psi 11.787 psi 186.226 psi 186.226 psi 11.134 psi 5.108 psi 66.503 psi 20.216 psi I I I I ,!' ;-; !~ I ;, I : I I I I I I I I I I I I I I I I To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description : Scope: Rev. 510300 user. KW-060168, Ver 5.1.3, 22.Jun-1999, Win32 (C) 1983-99 ENERCALC Combined Footing Design Description Refoforcing '9 ACI 9-1 ACI 9-2 ACI 9-3 ACI Factors i3 ( values given per unit width of footing) @ Left Edge of Col #1 Between Columns Ru/Phi As Req'd Ru/Phi As Req'd 7.75 psi 0.270 in2/ft 5.97 psi 0.270 in2/ft 106.32 psi 0.361 in2/ft 97.00 psi 0.329 in2/ft 1.48 psi -0.270 in2/ft 34.39 psi 0.270 in2/ft (per ACI, applied internally to entered loads) Job# Date: 4:46PM, 12 JUL 00 Page 2 @ Right Edge of Col #2 Ru/Phi As Req'd 106.32psi 0.361 in2/ft 97.00psi 0.329 in2/ft 34.39psi · 0.270 in2/ft ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 .... seismic = ST* : Av-.--= l4 _q'? LL7-J (_~A I -=:. le.Z-~ !?--\_V\.. -t- l'-'-- ~ ti ( z;; I I I I ·1 I I -\.0 I M,.). = ~l ~~q o 4--i-t.. M-T?-= ~47?bo -::k\:: ~ ~::: zz.1.q 4 ::\:\,--~ ci_-= \,~D # 4--= 2-$? :;i ?? 4 I ----....17 ~o o-4: \. v...._s 1;::'-e 1 v-+-o-rLl ~ ;Vi i.,-,c= l--'=' Ll.\) !3-1 , "'.;:, ( Lb) -l 4? (i)('.<1-';;:i(\"',-t J , , .-1 1 -z. L.tooo~ -= \~ ~-·vc, -l"3 \' ~-/ ~ t,.Pt,,,.. 5 t"f~ _)l l..<-4-f & r-$ Bo ti \ I'\ ~~ ()j::,, ~-Y.:Z.v--"'?L,1---<!v«:,.c_ "$o"tt ; ' BY ?fr DATE PROJECT NO. PAGE . ,. I ' TITLE 24 REPORT Title 24 Report for: IRIS GROUP Carlsbad, CA Project Designer: Report Prepared By: Mark Gallant Haynal & Co. 425 W. 5th St., Ste. 201 Escondido, CA 92025 (760) 7 43-5408 Job Number: Date: 6/29/2000 ; Tr.e EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is I at.~horized by the California Energy Commission for use with both the Residential and Nonresider.tial 1998 Building Energy Efficiency Standards. ! This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. ! EnergyPro 2.1 By EnergySoft Job Number: User Number: 2875 ' ~ I l i I . . ,..-P-E_R .... FO_R_M_A_N_C~E-C_E_R_T_IF-IC_A_T_E_O_F_C_O_M_P_LI_A_N_C_E_P_a_rt_1_of_3 __ P_E_R_F--11 PROJECT NAME DATE IRIS GROUP 6/29/2000 PROJECT ADDRESS Carlsbad PRINCIPAL DESIGNER -ENVELOPE TELEPHONE Building Permit# DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Haynal & Co. (760) 7 43-5408 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS 'BUILDING CONDITIONED FLOOR AREA I CLIMATE ZONE 7 14,375 Sq.Ft. BUILDING TYPE [Kl NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION [Kl ALTERATION D EXISTING+ ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR 'SIGNATURE If\---. l01:,i1/ou Mark Gallant The Principal Designers hereby certify that the proposed building design represented in the coq_struction documents and modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements ·of the State Building Code, Title 24, Part 6. ENV. L TG. MECH. D D D 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. D.D D 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document· as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. D D D 3. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Envelope Compliance Not In The Scope Of i Required Forms 1 nIs ~uomIttaI tRINCIPAL ENVELOPE DESIGNER. NAME I SIGNATURE ILIC. NO. 'DATE LIGHTING COMPLIANCE I Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of ·-. -. I Required Forms I111::i vUUllllLLdl 'PR!NCIPhL LIGHTING D!:SIGtlER -NAME I SIGNt.TUR:: 11 I,.... t'O 'Dt,TC: r ----, . I .. ..: : i l !MECHANICAL COMPLIANCE : Indicate location on plans of Note Block for Mandatory Measures I ' Required Forms MECH-1 MECH-2 MECH-3 PRINCIPAL MECHANICAL DESIGNER· NAME I SIGNATURE ILIC. NO. jDATE CAL-AIR I Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 EnergyPro 2.1 By EnergySoft User Number: 2875 Job Nu~ber: Page:2 of 11 J PERFOR.MANCE CERTIFICATE OF COMPLIANCE · Part 2 of 3 PERF-11 IRIS GROUP / DATE 6/29/2000 ANNUALSOURCEENERGYUSESUMMARY kBtu/saft-vr) Standard Proposed Compliance ENERGY COMPONENT Design Design Margin n Standard • Proposed Space Heating 8.54. 8.85 -0.31 Spac1 Healing I Space Cooling 30.43: 27.11 3.32 SpoeoC°""'Q I " Indoor Fans 39.42 38.88 0.54 Indoor Fans I Heat Rejection 0.00 0.00 0.00 HeatRsjlCtlon Pumps 0.00 0.00 0.00 ~&M4C Domestic Hot Water 0.00 0.00 0.00 OHW Lighting 37.54 37.54 Ughong I 0.00 Receptacle R.ceptaclt I 23.27 23.27 0.00 Process 0.00 0.00 0.00 Procna I 0 10 20 30 TOTALS: 139.20 135.65 3.55 kBtu/sqft-yr BUILDING COMPLIES GENERAL INFORMATION Building Orientation (East) 90 deq Conditioned Floor Area a· Number of Stories 2 Unconditioned Floor Area sqrt. Number of Systems 6 Conditioned Footprint Area sqrt. Number of Zones 4 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (East) 1,632 sqft. 520 sqrt. 31.9% Left Elevation (South) 260 sqrt. 60 sqrt. 23.1% Rear Elevation 01'/est) 1,992 sqrt. 0 sqrt. 0.0% Right Elevation (North 1,680 sqft. 440 sqrt. 26.2% Total 5,564 sqrt. 1,020 sqrt. 18.3% Roof I 12.5s2lsqft. I olsqft. I o.o¾I ! Standard Progosed l i I I i Lighting Power Density 1.275 W/sqf'. 1.275 W/sqft. Prescriptive Env. Heat Loss 4,188 8,461 Prescriptive Env. Heat Gain --··-__ 155,077 -·· __ 268,924 i : I Remarks: I I ' i I ! ! Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 E(lergyPro 2.1 By EnergySort User Number: 2875 Job Number: Pa;;e:3 of 11 'IPERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1f 'PROJECT NAME IRIS GROUP 'DATE 6/29/2000 ZONE INFORMATION Floor Inst. Ctrl. Tailored Proc. Area LPD Credits LPD Vent. Loads System Name Zone Name Occupancy Type (sqft.) (W/sf)1 (W/sf)2 (W/sf)3 (cfm/sf) (W/sf) 24-LUNCH LUNCH Dining Area 1,813 *1.100 23-OFFICE 130 OFFICE 130 Office 6,235 *1.30C 21-OFFICE 122 OFFICE 122 Office 5,327 *1.30( 22-MEZZ MEZZ Office 1,000 *1.30C I Notes: 1. See LTG-1 (items marked with asterisk, see LTG-2 by others) 2. See LTG-3 3. See LTG-4 Items above require special documentation I I I EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies b d h d . . ase on t ea equacy of the special tustification and documentation submitted. Plan Field The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp _______________ _ Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 : EnergyPro 2.1 By EnergySoft User Number:.2875 Job NJmber: Page:4 of 11 I I icERTIFICATE dF COMPLIANCE Performance MECH-11 PROJECT NAME DATE IRIS GROUP 6/29/2000 · SYSTEM FEATURES I MECHANICAL SYSTEMS I 'SYSTEM NAME I I 24-LUNCH I 23-OFFICE 130 11 21-OFFICE 122 I NOTE TO FIELD TIME CONTROL Programmable Switch Programmable Switch Programmable Switch SETBACK CONTROL No Setback Reauired No Setback Reauired No Setback Reauired ISOLATION ZONES n/a n/a n/a HEAT PUMP THERMOSTAT? Yes Yes Yes ELECTRIC HEAT? 10.0 kW 15.0 kW 15.0 kW FAN CONTROL Constant Volume Constant Volume Constant Volume VAV MINIMUM POSITION CONTROL? No No No !SIMULTANEOUS HEAT/COOL? No No No HEATING SUPPLY RESET Constant Terna Constant Terna Constant Temo COOLING SUPPLY RESET Constant Terna Constant Terna Constant Temn VENTILATION Air Balance Air Balance Air Balance OUTDOOR DAMPER CONTROL Auto Auto Auto ECONOMIZER TYPE No Economizer Fixed Temp (Integrated) Fixed Temp (Integrated) DESIGN AIR CFM (MECH-3, COLUMN Hl 906 cfm 935 cfm 799 cfm HEATING EQUIPMENT TYPE Heat Pump Heat Pump Heat Pump HEATING EQUIPMENT EFFICIENCY 7.5 HSPF 7.0 HSPF 7.0 HSPF COOLING EQUIPMENT TYPE Split DX Packaged DX Packaged DX COOLING EQUIPMENT EFFICIENCY 10.0 SEER / 9.0 EER 9.0 EER 9.0 EER MAKE AND MODEL NUMBER CARRIER 38yc.;c.;-060-CARRIER HJQ014-5 (13T) CARRIER HJQ014-5 (13T) 5/FB4ANF060 HEATING DUCT LOCATION R-VALUE Ducts in Conditioned n/a Ducts in Conditioned n/a Ducts in Conditioned n/a COOLING DUCT LOCATION R-VALUE Ducts in Conditioned n/a Ducts in Conditioned nla Ducts in Conditioned n/a DUCT TAPE ALLOWED? Yes Yes Yes PIPE TYPE (SUPPLY, RETURN, ETC.) PIPE INSULATION REQUIRED? No No No I CODE TABLES: Enter code from table below into columns above. I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? Y: Yes SIMULTANEOUS HEAT/ COOL? N:No HEAT AND COOL SUPPLY RESET? HiGH EFFICIENCY? DUCT TAPE ALLOWED? PIPE INSULATION REQUIRED? TIME CONTROL SETBACK CTRL. S: Prog. Switch H: Heating 0: Occupancy C: Cooling Sensor B: Both M: Manual Timer VENTILATION OUTDOOR DAMPER/ I "' • .Ar:J'"\ 8. Air 82,anc. A.,..,_,_ C: Outside Air Cert. G: Gravity M: Out. Air Measure D: Demand Control N: Natural I ISOLATION ZONES Enter Number of Isolation Zones. ECONOMIZER " A. A1, W:Water N: Not Required FAN CONTROL I: Inlet Vanes P: Variable Pitch V:VFD O: Other C:Curve O.A. CFM OS I ~"" Ent.. Outd~ ~. Air CFM. Note: This shall be n less than Col. H on MECH-3. I NOTES TO FIELD -For Buildin artment Use Onl Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 EnergyP::i 2.1 By Energy$oft User Number: 2875 Job 1-,~mber: Page:5 of 11 '!CERTIFICATE OF COMPLIANCE Performance MECH-11 I PROJECT NAME DATE I I IRIS GROUP 6/29/2000 SYSTEM FEATURES I I MECHANICAL SYSTEMS I jsYSTEM NAME 22-MEZZ II II NOTE TO FIELD TIME CONTROL Programmable Switch SETBACK CONTROL No Setback Reatiired ISOLATION ZONES n/a HEAT PUMP THERMOSTAT? Yes ELECTRIC HEAT? 10.0kW FAN CONTROL Constant Volume VAY MINIMUM POSITION CONTROL? No SIMULTANEOUS HEAT/COOL? No HEATING SUPPLY RESET Constant Temo COOLING SUPPLY RESET Constant Temo VENTILATION Air Balance OUTDOOR DAMPER CONTROL Auto ECONOMIZER TYPE No Economizer DESIGN AIR CFM (MECH-3, COLUMN H' 150 cfm HEATING EQUIPMENT TYPE Heat Pump HEATING EQUIPMENT EFFICIENCY 7.0 HSPF COOLING EQUIPMENT TYPE Packaged DX COOLING EQUIPMENT EFFICIENCY. 10.0 SEER/ 8.9 EER MAKE AND MODEL NUMBER CARRIER SOZH-048-5 HEATING DUCT LOCATION R-VALUE Ducts in Conditioned n/a COOLING DUCT LOCATION R-VALUE Ducts in Conditioned n/a DUCT TAPE ALLOWED? Yes PIPE TYPE (SUPPLY, RETURN, ETC.) PIPE INSULATION REQUIRED? No I CODE TABLES: Enter code from table below into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ) ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch H: Heating I Enter Number of I: Inlet Vanes 0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch VAV MINIMUM POSITION CONTROL? Sensor B: Both : V:VFD Y:Yes M: Manual Timer O: Other C: Curve SIMULTANEOUS HEAT/ COOL? N:No HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM I 18: A!r Balance Enter Outdo::ir t.ir J -· ---A:A:.:!o A: Air HIGH EFFICIENCY? C: Outside Air Cert. G: Gravity W:Water CFM. DUCT TAPE ALLOWED? M: Out. Air Measure N: Not Required Note: This shall be nl D: Demand Control less than Col. H on PIPE INSULATION REQUIRED? N: Natural MECH-3. -. NOTES TO FIELD -For Buildina Denartment Use Onlv I I Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 EnergyPro 2.1 . By EnergySoft User Number: 2875 Jee Number: Page:6 of 11 )MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-21 PROJECT NAME I DATE6/29/2000 IRIS GROUP CHILLER AND TOWER SUMMARY PUMPS Tot. Motor Drive Pump Equipment Name Equipment Type Qty. Efficiency Tons Qty GPM BHP Eff. Eff. Control DHW / BOIi .ER SUMMARY Energy Factor Standby TANK INSUL. Rated Vol. or Recovery Loss or Ext. System Name System Type Distribution Type Qty Input (Gals.) Efficiency Pilot R-Val. CENTRAL SYSTEM RATINGS HEATING COOLING Aux. I Cutout Sensible! Svstem Name Svstem Tvoe Qtv. Cutout kW Eff. Efficiencv Economizer Type CARRIER 38YCC-060-Split DX 1 58,000 10.0 7.5HSPF/ 56,000 39,20 10.0 SEER/ 9.0 EER No Economizer 5/FB4ANF060 CARRIER HJQ014-5 (13T Packaged DX 4 130,000 15.0 7.0HSPF/ 156,000 140,00Cl9.0 EER Fixed Temp (lntegratec ) CARRIER S0ZH-048-5 Packaged DX 1 47,500 10.0 7.0HSPF/ 47,000 32,900 10.0 SEER/ 8.9 EER No Economizer . ! i I j ! l ! I I CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN Motor Drive Motor Drive Svstem Name Fan Tvoe Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff. CARRIER 38YCC-060-5/FB4ANF060 . Constant Volume Blow-Through 2,000 1.00 82.5% 100.0% none CARRIER HJQ014-5 (13T Constant Volume Blow-Through 4,500 . 2.60 84.0% 97.0% none CARRIER SOZH-048-5 Constant Volume Blow-Through 1,600 0.75 77.0% 100.0% none -i I I I l : I I I I I ! I : I I ' l ' Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 Energy.=·: 2.1 By EnergySoft User Number: 2875 Jc: Number: Page:7 of 11 ]MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2f PROJECT NAME I DATE6/29/2000 IRIS GROUP ZONE TERMINAL SUMMARY VAV TERMINAL B X TERMINAL FAN BASEBOARD Min. CFM Reheat Coil Flow Motor Drive Zone Name Svstem Tvoe Qtv. Ratio Tvoe DeltaT Ratio CFM BHP Eff. Eff. Type Output I I . I II ,: !! ,. ,! ., I I '· i I I ' I i I ! I ' I I I I : I EXHAUST FAN SUMMARY .. '"'" 'I I-AN .. .(HAIi.ST FAN Motor Drive Motor Drive Room Name Qty. CFM BHP Eff. Eff. Room Name Qty. I CFM BHP Eff. Eff. I I I I Run Initiation Time: 06/29/00 10:15:38 Run Code: 962298938 EnergyPro 2.1 By EnergySoft User Number: 2875 Jct S'Jmber: Page:8 of 11 I ' I ~,MECHANICAL VENTILATION PROJECT NAME IRIS GROUP !MECHANICAL VENTILATION AREA BASIS OCCUPANCY BASIS COND. MIN. NO. CFM MIN. ZONE/SYSTEM AREA CFM CFM OF :PER CFM (SF) PER SF (BxC) PEOPL E PERSON (ExF) LUNCH 1,813 0.50 906 24-LUNCH Total OFFICE 130 6,235 0.15 935 23-OFFICE 130 Total OFFICE 122 5,327 0.15 799 21-0FFICE 122 Total MEZZ 1,000 0.15 150 22-MEZZ Total I I REQ'D O.A. (MAX OF DORG) 906 906 935 935 799 799 150 150 MECH-31 DATE 6/29/2000 [j] ~ DESIGN OUTDOOF VAV TRAN s AIR MIN. FER CFM RATIO AIR - 906 - 906 - 935 - 935 - 799 - 799 -150 - 150 -- - - - - - -- - -- - - - - -I I r-: I ~ I . I I : I t=j D D D I I I w Minimum Ventilation Rate per Section 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 USC Occupant Density. Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. Must be greater than or equal to (H minus I). and, for VAV, greater than or equal to (H-J). EnergyPro 2.1 By EnergySoft User Number: 2875 Jcb Number: Page:9 of 11 ~,MECHANICAL MANDATORY MEASURES i I i PROJECT NAME 00 n 1_1 D 1X1 t.:....:..l 00 [X] ~ [x] D [X] IRIS GROUP DESCRIPTION Equipment and Systems Efficiencies § 111 Any appliance for which there Is a 'California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated In accordance with Standards Section 123. § 124 Air handling duct systems shall be Installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be Installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be Installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; Incorporate an automatic holiday "shut- otr' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 1 O hours If power Is Interrupted; or § 122(e)1 B An occupancy sensor to control the operating period of the system; or § 122(e)1 C A 4-hour timer that can be manually operated to control the operating period of the system. § 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combine.d conditioned floor area more than 25,000 square feet shall be provided with Isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with Isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other Isolation areas; and shall be controlled by a time control device as described above. § 122(a&b) Each space conditioning system shall be controlled by an Individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. D § 122(c) Thermostats shall have numeric setpoints In degrees Fahrenheit (F) and adjustable setpolnt stops accessible only to authorized personnel. CJ § 112(b) Heat pumps shall be Installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 2.1 By EnergySoft User Number: 2875 Job Nwr-:er: - Part 1 of 2 MECH-MMI DATE 6/29/2000 I Designer Enforcement I I I ! ! I i I l ! ' i ' I ' i ! I i I i l - I I i I i i ! I ! ' I I I I l I ' I I I r : Page:10 of 11 r • . ~. . (MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MMj i PROJECT NAME IRIS GROUP Description Ventilation [X] § 121(e) [ZJ § 122(f) [ZJ § 122(f) [K] § 121(f)1 . -· LJ § 121(f)2 D § 121(f)3 D § 121(f)4 Controls shall be provided tQ allow outside air dampers or devices to be operated at the ventilation rates as spec[fied on these plans. Gravity or automatic dampers Interlocked and closed on fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and exhaust systems. All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983}, or Associated Air Balance Council (AABC} National Standards (1989}; or Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the Installing licensed C-20 mechanical contractor-and certified by (1) the design mechanical engineer, (2) the lnstallmg ltcenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or Another method approved by the Commission. Service Water Heating Systems D § 113(b)2 If a circulating hot water system Is Installed, It shall have a control capable of automatically turning off the circulating pump(s} when hot water Is not required. D § 113(b)38 Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. 0 § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non-circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls}. EnergyPro 2.1 By EnergySoft User Number. 2875 Job Number. i I I DATE 6/29/2000 Designer Enforcement I ! I I I Page: 11 of 11 t' SS-19-Sl 97:26 COPPER ELECTRIC INC ' · .. , Job: iris Group , • ,1&75 ~araday Avenue Cartsbad, CA 92008 PANEL NAME: 4A VOLT: 277/480V BUS: .400--am CIRCUIT LOCATION Lights SI:. Office LOWB!f s Lights SE. Office Low Bas A/C#19 AfC#19 A/0#19 A/C#20 A/C#20 A/C#20 MTG: AIC: aKR aKR A 6 !..TG REC MIS AMPS # CONNECTED VA""": ----j..,_ ... A! HIGH PHASE AMPS: TOTAL AMPS: 143.466 42 C: 39740 142.3 ID=619+5623695 P,92 Contractor: Copper Electtic, Unc. 10054 Prospect Ave. #T santee. CA 92011 (619) 582-5600 Fax: 562-3695 MAIN: M.LO. LOCATION: Electric Room 50/3 50/3 50/3 50/3 50/3 5013 TOTAL VA: 33780 CIRCUIT LOCATION A/C#21 AJC#21 A/C#21 AIC#22. A/C#22 A/C#22 118260 92-13-81 $8:41 COPPER ELECTRIC INC ,. ·, Jol:>: Iris Group 1675 Faraday A.ve Carisbad, CA 92008 Roe Fed From: MSB-B PANEL NAME: 2A CIRCUIT LOCATION Plugs system Furn. Row#1 ?lugs System Fum. Row#1 Plugs System Furn. Row#1 Plugs System Furn. Row#2 Plugs System Fum. R.ow#2 Plugs System Fum. Row#2. VOLT: 120/208V BUS: MTG: l;IKR BKR L TG REC MlS AMF'$ # AIC: CONNECTED VA;'---.-.,; .... HIGH PHASE: AMPS: TOTAI...AMPS: 40,166 !0=619+5623695 P,&3 Contractor: Copper Electric Inc 200mam 10054 Prospect Ave Suite 1 Santee., CA 92071 619-562-5600 fax 619-562-369! MAIN: M.L.O. LOCATlON: Electric Room CIRCUIT AMPS MIS RSC 1..TG LOCATION Plugs System Furn. 20/1 Row#3 Plugs System furn. 20/1 Row#3 Plugs System Furn. 20/1 Row#$ Pluge System Fum. 20/1 Row#1 Plugs System Furn. 20/1 Row#-2. Plugs System Furn. 20/1 R.ow#3 20/1 Plu s Roof Smoke Detector 20/1 A/C 18 42 C: 4610 38.083 TOTAL VA: 4320 13710 &2-13-tiH .,. sa:41 COPPER ELECTRIC INC 1675 Faraday Ave Carlsbad, CA 92008 Location: Electric Room Fed From: MSB-B PANEL NAME: VOLT: 120/208V BUS: 2B MTG: AIC: ClRCUIT BKR BKR LOCATION L.TG REC MIS AMPS # PhJgs System Furn. 20/1 1 Row#1 Plugs System Furn. R.ow#1 PJugs System Furn. Row:#1 Plugs System Fum. Row#2 Plugs System Furn. Row#2 Plugs system Furn. Raw#2 Fan Coi\ Lunch Room A/C#23 Fan Coil Lunoh Room A/C#23 A/C #2-S Lunch Room A/C #23 Lunch Room lights Lunch Room 20/1 Lights LuMh Room 20/1 Task l.ights Lunch Room 20/1 Lights Lunch Area 20/1 Corridor & Track ID=619+562S695 P-94 ----------· --,r----·-w~-~ ---· 200-am 10054 Prospect Ave Suite T Santee, CA 92071 619-562-5600 fax 619-562-369 MAIN: M.L.O. LOCATION: Electric Room CIRCUIT AMPS MIS REC LTG LOCATION Plugs System Furn. 20/1 Row#3 Plugs System Furn. 20/1 Row#3 Plugs System Furn. 20/1 Row#3 Plugs System Fum. 20/1 Row#1 Plugs System Furn. 20/1 Row#2. Plugs System Furn. 2011 Row#3 20/1 Flu s Lunch Room 20/1 Plu s Lunch Room Plugs Lunch Room 20/1 Com uterBar Plugs Press Room ·2011 Data Sack.board Plugs Press Room 2011 Oats Sackboard Plugs Press Roam 20/1 Data Back.board 20/1 Plu s Roof Semke Detector 20/1 A/C#19