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2051 PALOMAR AIRPORT RD; 200; CB020257; Permit
,03-27-2002 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/industrial Permit Permit No: CB020257 Building Inspection Request Line (760) 602-2725 2051 PALOMAR AIRPORT RD CBAD St: 200 TI Sub Type: INDUST 2130503900 Lot #: 0 Status: ISSUED $1,137,360.00 Construction Type: NEW Applied: 01/25/2002 Reference #: Entered By: CB MELLES GRIOT/37912 SF TOTAL TI Plan Approved: 03/26/2002 OFCE 19102SF, MAN 113025F,OF-MAN 7508SF Issued: 03/27/2002 Inspect Area: Applicant: Owner: :"ADIASYED SUNROAD PALOMAR PARTNERS LP 333 EL CAMINO REAL 'JUSTIN CA , 4445 EASTGATE MALL #400 3859 03/27/02 0002 01. 02 :. ,'2780 SAN DIEGO CA92121 "... CGP 424704 148323333 / Total Fees: $6,432.46 Total Payments To Date: $2,185.42 Balance Due: $4,247.04 / . Building Permit $3,362.19 Meter Size Add 'I Building Permit Fee $0.00- Add 'I Recl. Water Con Fee ' $0.00 Plan Check - $2,185.42 Meter Fee . $0.00 AddI Plan Check Fee - $0.00 SDCWA Fee $0.00 Plan Check Discount ' '. $0.00 , . CFD Payoff Fee $0.00 Strong Motion Fee \$238.85 PFF . .. $0.00 Park Fee 10.00 PFF(CFDFund), '," $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee . $0.0P License Tax (CFD Fund) 1 $0.00 BTD #2 Fee $0.00; , Traffic Impact Fee $0.00 BTD #3 Fee -. $0.00 ' Traffic Impact (CFD Fund), $0.00 Renewal Fee $0.00 PLUMBING TOTAL ' ' $76.00 AddI Renewal Fee $0.00. - ELECTRICAL TOTAL/ . $510.00 Other Building Fee ' ". $0.00"> MECHANICAL TOTAL- / $60.00 Pot Water Con Fee $0 00\ Master Drainage Fee / $0.00 Meter Size ' \ ,' • ., Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee , $0.00 Recl. Water Con Fee - ., $0 00 JC n'AdditionaI Fees - $0.00 TOTAL PERMIT FEES ' - / $6,432.46 h-• . : •-T? / • / - '1/ -'., ( ,• .- . , •--• /• '. , / i / I - ) - FINAL APPROVAL Inspector: Date: '-" Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have oreviouslv been given p NOTICE similar to this, or as to which the statute of limitations has greviously otherwise exoired. - -. - -. -t.,-.' C . -. . -. . FOR OFFICE USE ONLY OJ2?( zc257 PLAN CHECK N EST. PERMIT APPLICATION Cfl VAL. Plan Ck. Deposit CITY OF CARLSBAD BUILDING DEPARTMENT Validated By_________________ 1635 Faraday Ave., Carlsbad CA 92008 Date / 7c—OJ PROJETJNFORMAtlON- __i_ii_ _iIiI 25I 11gw r' Address (include Bldg/Suite . L(-i. Business Name (at this address) . 1 (— 971" p1115/p') (-, , Legal Description Lot No. Sub5ivision Name/Number Unit No. . 'ffase fl'o. ' WA nits "' FFIHFb W'U4 C -CAMDUi1b OFtC1 Assessor's Parcel # Existing kise Proposed Use - rlggnf Wnrfr F. 7 —.-------'=-- # ofWathrn1s -1 3o S êFF/JrM MOW 3)3 REAL., fl4flJ A. 9X160 1t4.2..533 114..20 Name ' Address City State/Zip Telephone # Fax # APPLICANT -J3—QQn'Uador— UoEc r_OjQwnër T géñtf wner _.• ' RYAN 333 E epc.& rTh4 c -o 114, Z326 Name Address City state/Zip Telephone # - 1bt4OWNER_ KIM p4f€g. 2ASI PM.oPSAR. AJT RD. C 4Ø Name Address City State/Zip Telephone # . .. — 'Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by a applicant for a ermit subjects the applicant to a civil penalty of not more than five hundr d dollars ($5001). Y(c ei ( (' Lf ?c Af,pIDu'"fr, p-I ' P ?cl'Ji (w) Warne ,,, Address I . City State/Zip Telephone # State License # 7 4'9a?O 3 License CIss A City Business License # Designer Name Address City State/Zip Telephone # State License # 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. 0 I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation i,urance carrier and policy number are: Insurance Company - Policy No. O080Zt'I 0000/ Expiration Date (J 0f _0 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000),jp It ip, to)e c 0 o nsafj4'7daiiages are provided for in Section 3706 of the Labor Code, Interest and aftoms as p SIGNATURE1.Sié _i"2.- DATE —) "•• . - • -. 'L_._:__ •.—'-'---.- — he reby affirm that I a m exempt from e o th Cntractor's License Law I for the following reason: - I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or . through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of -. - - completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 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. 0 YES 0 NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. • I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): • - 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ /onlractors 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 - - - ' • WHITE: File YELLOW: Applicant PINK: Finance - • • . . ,. - -. PERMIT APPLICATION .CITYOF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 - Page 2of2 . Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO .. - 'r• Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO .1 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. 071 --. -:' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(l) Civil Code). LENDER'S NAME LENDER'S ADDRESS CNIjCERTiF1CTiON" I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City - ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad 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, JUDGEMENTS, 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 of 50 deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). . .' APPLICANT'S SIGNATURE - - DATE % 25 '4 01 -411 -. - . I.- -. •, . . I . . . -- 4.,' . . .. . 4 . - 4 . 4• - . -• - - .-. -'4 4 . 4 - - . 4 - , • - j -'- -• . 4 .. 4 - .- ,4 * , .4 • 4 - . . 4 4 '4 4 . . 4 . . . - 4•4' •4,fl 1'- - 'l • - - 4_• . 4 4 . - .. 0 . - - •. '. - .4 . . . . . WHITE File YELLOW Applicant PINK Finance . 1 ' City of Carlsbad Bldg Inspection Request Lu For: 09/11/2002 Permit# CB020257 Inspector Assignment: TP Title: MELLES GRIOT/37912 SF TOTAL TI Description: OFCE 19102SF, MAN 11302SF,OF-MAN 7508SF Type: TI Sub Type: INDUST Phone: 6193411014 Job Address: 2051 PALOMAR AIRPORT RD Suite: 200 Lot 0 Location: Inspector: APPLICANT SADIA SYED Owner: Remarksesetfrom Tuesday. Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Inspection History Date Description 09/10/2002 89 Final combo 08/07/2002 34 Rough Electric 08/07/2002 89 Final combo 08/07/2002 97 T-24 H-cap consultation 08/06/2002 89 Final combo 08/02/2002 89 Final Combo 07/31/2002 89 Final Combo 07/30/2002 44 Rough/Ducts/Dampers 07/30/2002 89 Final Combo 07/29/2002 89 Final Combo 07/26/2002 14 Frame/Steel/Bolting/Welding 07/26/2002 34 Rough Electric 07/26/2002 44 Rough/Ducts/Dampers 07/24/2002 97 T-24 H-Cap Consultation 07/17/2002 17 Interior Lath/Drywall 07/16/2002 14 Frame/Steel/Bolting/Welding Act lnsp Comments CA TP RESET FOR WEDNES. AP TP EQUPT. CONNECTION TO DISCO CO TP P1 TP T-24 ISSUES CO TP NS TP Pt TP PART FINAL WALK THRU AP TP @RTUS, FANS CO TP NS TP AP TP TOCEIL RM. 159, 60, 172, 73 AP TP CElL LITES RM. 159, 60, 172, 73 AP TP DUCTS, HEPA S RM. 159, 60, 172, 73 NS TP AP TP ZONE 2 LABS AP TP ZONE 2 LABS WALLS City of Carlsbad Bldg Inspection Request For: 09/11/2002 Permit# CB020257 07/16/2002 24 Rough/Topout WC TP 07/16/2002 34 Rough Electric AP TP 07/16/2002 44 Rough/Ducts/Dampers WC TP 07/1212002 89 Final Combo CO TP 07/11/2002 19 Final Structural NS TP 07/08/2002 44 Rough/Ducts/Dampers AP TP 07/03/2002 14 Frame/Steel/Bolting/Welding AP TP 07/03/2002 34 Rough Electric AP TP 07/03/2002 44 Rough/Ducts/Dampers AP TP 07/02/2002 44 Rough/Ducts/Dampers CO TP 07/01/2002 14 Frame/Steel/Bolting/Welding NS TP 06/27/2002 14 Frame/Steel/Bolting/Welding CO TP 06/25/2002 14 Frame/Steel/Bolting/Welding AP TP 06/20/2002 19 Final Structural CO TP 06/18/2002 14 Frame/Steel/Bolting/Welding CO TP 06/18/2002 24 Rough/Topout WC TP 06/18/2002 44 Rough/Ducts/Dampers AP TP 06/17/2002 14 Frame/Steel/Bolting/Welding NS TP 06/17/2002 43 AirCond/Furnace Set NS TP 06/07/2002 44 Rough/Ducts/Dampers AP TP 06/05/2002 44 Rough/Ducts/Dampers NS TP 06/03/2002 14 Frame/Steel/Bolting/Welding PA TP 06/03/2002 34 Rough Electric PA TP 06/03/2002 44 Rough/Ducts/Dampers PA TP 05/31/2002 14 Frame/Steel/Bolting/Welding CO TP 05/30/2002 14 Frame/Steel/Bolting/Welding CO TP 05/30/2002 14 Frame/Steel/Bolting/Welding AP TP 05/30/2002 34 Rough Electric AP TP 05/30/2002 44 Rough/Ducts/Dampers AP TP 05/29/2002 34 Rough Electric NS TP 05/29/2002 44 Rough/Ducts/Dampers NS TP 05/28/2002 34 Rough Electric AP TP 05/28/2002 34 Rough Electric AP TP 05/24/2002 34 Rough Electric NR TP 05/23/2002 34 Rough Electric PA TP 05/22/2002 34 Rough Electric CO TP 05/21/2002 19 Final Structural AP TP 05/21/2002 34 Rough Electric WC TP 05/20/2002 12 Steel/Bond Beam CO TP 05/20/2002 34 Rough Electric P1 TP 05/17/2002 14 Frame/Steel/Bolting/Welding AP TP 05/17/2002 14 Frame/Steel/Bolting/Welding AP TP 05/17/2002 14 Frame/Steel/Bolting/Welding AP TP 05/17/2002 34 Rough Electric AP TP 05/16/2002 14 Frame/Steel/Bolting/Welding AP TP 05/16/2002 24 Rough/Topout WC TP 05/16/2002 34 Rough Electric AP TP 05/16/2002 44 Rough/Ducts/Dampers AP TP 05/14/2002 14 Frame/Steel/Bolting/Welding CO RB 05/14/2002 84 Rough Combo CO RB Inspector Assignment: TP ZONE 2 LABS WALLS ZONE 2 CLN RM OK TO OCCUPY ZONE 2 RTU DUCT PRE-WRAP T-CEIL ZONE 2 CLN RM CElL LITES ZONE 2 CLN RM DUCTS, HEPAS ZONE 2 CLN RM CElL HEPA S FILTERS SUPPORT T-CEIL LABS BRACE FRM FOR DOOR OPENING SEE NOTICE 6/20 * SEE NOTICE ATTCH. OK TO WRAP PLMNS ON ROOF UNITS 4,5,6 SUPP. AIR ZONE 3 T-CEIL @ ZONE 1 LABS CElL LITES @ ZONE 1 LABS DUCTS, PLMNS ZONE I LABS T-CEIL CElL LABS AREA 2 T-GRID RE-PLACED AREAS - AREA 1 RE-LOC LITES - AREA I RE-LOC DUCTS, VAVS - AREA 1 PNLS LPIA, DP413, DP4BA MSB-B CONNECT TO MSE NEW DISTB., SUB PNLS, TRANS SEE JOB CARD WELD ROOF & FLR OPENINGS @ PLMNS, DUCTS PENT. SEE NOTICE ATTCH. SUPPORTS WELDS @ FLRS. MSB TO NEW DSTB. MTR MECH PLATFORMS ON ROOF T-CEIL ZONE 3 POST CONNECT TO BEAM FOR MECH SUPP @ ROOF CElL LITES ZONE 3 T-BAR CElL ZONE 4 RE-LOC CElL LITES ZONE 4 RE-LOC DUCTS ZONE 4 FOR ZONE 3 & 4 INSP - SEE NOTICE ATTCH FOR ZONE 3 & 4 INSP. - SEE NOTICE ATTACHED City of Carlsbad Bldg Inspection Request For: 09/11/2002 Permit# CB020257 05/13/2002 14 Frame/Steel/Bolting/Welding CA PY 05/10/2002 14 Frame/Steel/Bolting/Welding CO PS 05/10/2002 34 Rough Electric CO PS 05/10/2002 44 Rough/Ducts/Dampers CO PS 05/06/2002 14 Frame/Steel/Bolting/Welding NR TP 05/06/2002 17 Interior Lath/Drywall AP TP 05/06/2002 18 Exterior Lath/Drywall WC TP 05/03/2002 14 Frame/Steel/Bolting/Welding AP TP 05/03/2002 17 Interior Lath/Drywall AP TP 05/01/2002 14 Frame/Steel/Bolting/Welding AP TP 05/01/2002 14 Frame/Steel/Bolting/Welding AP TP 05/01/2002 24 Rough/Topout WC TP 05/01/2002 34 Rough Electric AP TP 05/01/2002 44 Rough/Ducts/Dampers WC TP 04/30/2002 14 Frame/Steel/Bolting/Welding CO TP 04/30/2002 17 Interior Lath/Drywall AP TP 04/30/2002 24 Rough/Topout CO TP 04/30/2002 34 Rough Electric CO TP 04/30/2002 44 Rough/Ducts/Dampers CO TP 04/29/2002 17 Interior Lath/Drywall CO TP 04/25/2002 14 Frame/Steel/Bolting/Welding NR TP 04/23/2002 14 Frame/Steel/Bolting/Welding CO TP 04/23/2002 17 Interior Lath/Drywall AP TP 04/23/2002 21 Underground/Under Floor AP TP 04/23/2002 34 Rough Electric PA TP 04/23/2002 44 Rough/Ducts/Dampers PA TP 04/19/2002 17 Interior Lath/Drywall AP TP 04/18/2002 14 Frame/Steel/Bolting/Welding PA TP 04/18/2002 14 Frame/Steel/Bolting/Welding PA TP 04/18/2002 34 Rough Electric PA TP 04/18/2002 34 Rough Electric AP TP 04/16/2002 17 Interior Lath/Drywall AP TP 04/10/2002 14 Frame/Steel/Bolting/Welding AP TP 04/10/2002 04/10/2002 34 Rough Electric AP TP Inspector Assignmentf TP INCOMPLETE ZONE 2 WALLS 173,165 MECH PLATFORMS ON ROOF CORR 175 AREA ZONE 2 WALLS 173,165 HARD CElL CORR 175 ZONE 2 WALLS 173,165 ZONE 1 N/INCL CORR SEE CARD SCREW 61N STUBS BOTH SIDES, 'BRACING-NEED TOP TRK DTL FOR FULL HI WALLS DEFLECTION SPEC ON PLANS ZONE 3 WALLS ZONE 1 U/G WALLS ZONE 1 DUCT PLMNS IN WALL ZONE 4 WALLS 148-52 WALLS ZONE 3 (SEE ATTACHED NOTICE) ADDED WALLS ZONE 4 (SEE ATTACHED NOTICE) WALLS ZONE 3 ADDED WALLS ZONE 4 ZONE 4 (N/INCL 148-52) ZONE 4 WALLS City of Carlsbad Bldg Inspection Request GF_'&,j For: 06/25/2002 Permit# CB020257 Inspector Assignment: TP Title: MELLES GRIOT/37912 SF TOTAL TI Description: OFCE 19102SF, MAN 11302SF,OF-MAN 7508SF Type: TI I ISub Type: INDUST Phone: 6193411026 Job Address: 2051 PALOMAR AIRPORT RD Suite: 200 Lot 0 Location: APPLICANT SADIA SYED Owner: Remarks: Total Time: Inspector: Requested By: KEN Entered By: CHRISTINE CD Description Act Comments 14 Frame/Steel/Bolting/Welding A1/ 'p Associated PCRs Inspection History Date Description 06/20/2002 19 Final Structural 06/18/2002 14 Frame/Steel/Bolting/Welding 06/18/2002 24 Rough/Topout 06/18/2002 44 Rough/Ducts/Dampers 06/17/2002 14 Frame/Steel/Bolting/Welding 06/17/2002 43 AirCond/Furnace Set 06/07/2002 44 Rough/Ducts/Dampers 06/05/2002 44 Rough/Ducts/Dampers 06/03/2002 14 Frame/Steel/Bolting/Welding 06/03/2002 34 Rough Electric 06/03/2002 44 Rough/Ducts/Dampers 05/31/2002 14 Frame/Steel/Bolting/Welding 05/30/2002 14 Frame/Steel/Bolting/Welding 05/30/2002 14 Frame/Steel/Bolting/Welding 05/30/2002 34 Rough Electric 05/30/2002 44 Rough/Ducts/Dampers 05/29/2002 34 Rough Electric 05/29/2002 44 Rough/Ducts/Dampers 05/28/2002 34 Rough Electric 05/28/2002 34 Rough Electric 05/24/2002 34 Rough Electric 05/23/2002 34 Rough Electric Act lnsp Comments CO TP SEE NOTICE 6/20 CO TP * SEE NOTICE ATTCH. WC TP AP TP OK TO WRAP PLMNS ON ROOF UNITS 4,5,6 NS TP NS TP AP TP SUPP. AIR ZONE 3 NS TP PA TP T-CEIL @ ZONE 1 LABS PA TP CElL LITES @ ZONE 1 LABS PA TP DUCTS, PLMNS ZONE 1 LABS CO TP T-CEIL CO TP CEIL LABS AREA 2 AP TP T-GRID RE-PLACED AREAS - AREA 1 AP TP RE-LOC LITES - AREA 1 AP TP RE-LOC DUCTS, VAVS - AREA 1 NS TP NS TP AP TP MSB-B CONNECT TO MSE AP TP PNLS LPIA, DP4B, DP4BA NR TP PA TP NEW DISTB., SUB PNLS, TRANS SEE JOB CARD PAGE Ei1 14:42 7148382E5 RENGEL MEMORANDUM DATE; 811212002 TO: Sad)a 8y.d WITH: Reng& Architects Fax 714-838-2065 burkett &wong Structursi & Civil Engineers & Surveyors 343.4 Fourth Ave. San Dlogo, CA 92103-4941 Phone (819)29M550 # Fax (619) 29-9934 BY: Paul KInenberg PROJECT: M&Ies Orlot T.I. Job Number: 7886A SUBJECT: Carlsbad Building Inspectors List 1, Calc* and specs for the addtioneI units hye been submitted to Carlsbad by Rerel+Co. for approval. 2 Deta 15/Si Is correct, The tubes should terminate below the existing beam approximately as shown, A gap of one to six Inches is normally required to got the tubes In place. The concrete where the holes are located was assumed to be supported 100% by the now tube. Additional cabs are not necessary. We are not concerned by the 32'x 32" concrete block infihi. It should be left in piso.. Agree V't 2/314 1* OF CC; Ken with By= 750-431-0531 From Phone # Fax Ot post.ie Fax Note 767 1 Date 7n,Q 7r7 (.7 IIfl(' Carl Schmidt Inspection P. 0. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: VL JOB START: -1 AM ADDRESS: JOB STOP: 2 CITY: CA RAin, PERMIT #: CCZCZ 7 PLAN FILE #: _____ TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE_ FIELD WELDING,/EPDXY PRESTRESSED CONCRETE SHOP WELDING. BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: TYPE: MateaIs/Design Mix Numbers/PSI: a: S-'r r Inspection Date: L REPORT 1 I *Ay yWaWr. WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED D F Project Billing Information: Print Name Certification# Phone: Fax: Inspectors Signature Car! Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: Mwcs Gcrr JOB START: 2. Kong JOB STOP: Z3. CITY: c AI PERMIT #: f3Z1 PLAN FILE #: NA TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE_ FIELD WELDING_Jz EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: TYPE: CrrAc -rcmR: 3'CD Materials/Design Mix Numbers/PSI: Inspection Date: L - Z•C2. REPORT c Ptcz Qc -n tOcx i - EC Vwo w P X in RtAM& AN T\kt. UUG nF 14 tKcLs T FLcX1. 5EM a tAIW. I k.1 1AL. AP-EA L) MO Ct Lue ( C C\• s to. S \,icR I I WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED _Jr e-.tg 84 SS 8.S Project Billing Information: Print Name Certification# Phone: Fax:( ) Inspectors Signature CARL SCHMIDT Special Inspection Final Report REGISTERED SPECIAL INSPECTOR P.O. BOX 178403 SAN DIEGO, CA 92177-8403 Phone (619) 855-9252 DATE: 06 I 03 / 2002 TO: Mr, Tim Phillips CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT 1635 FARADAY AVENUE CARLSBAD, CA 92008 SUBJECT: SATISFACTORY-COMPLETION-OF WORKREQUIR.ING-SPECIAL INSPECTION:- PERMIT NO.: C6020257 PLAN FILE NO.: PROJECT ADDRESS: Melles Griot, 2051 Palomar Airport Road, Carlsbad, California The special inspection services were provided by: SPECIAL INSPECTION AGENCY: Carl Schmidt ADDRESS: P.O. Box 178403 San DieQo, CA 92177-8403 SPECIAL INSPECTOR'S NAME: (TYPE OR PRINT) Carl Schmidt SPECIAL INSPECTOR'S CERTIFICATION NUMBER: 648 EXPIRATION DATE: 12/31/04 COMMENTS: Field Welding and Epoxy Anchor Inspections øerformed by this inspector. Inspections were in substantial conformance with aoroved project specifications. I declare under penalty of perjury that, to the best of knowledge, all the work requiring special inspection and/or material sampling and testing for structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Carlsbad. Executed on this 3rd day of June I 2002 MONTH YEAR Signature: Carl Schmidt Inspection P. 0. Box 178403 San Dieao, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: m-e //e S 6;el /0 JOB START: '; cO ADDRESS: 2-65 /,P4 c 7_eV, JOB STOP: 3;Or) CITY: a r_4 K 4 I PERMIT #: (ó'Ô2_0 J7 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY_. REINFORCED CONCRETE_ FIELD WELDINGXEPDXY PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING. REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: TYPE: MateaIs/Design Mix Numbers/PSI: i4-J'( / -76 16 Inspection Date: C/- REPORT Ilk i e o 7- d j / i- &'€/Ii.- 0 S p / --X f ç ( Ct * e C 0 7 '- me ci ,, ,j o / (? 2' ìô Z 1 9,'-'z r o/e7;//_3/it-i, ____rvc/e -?"/€q' zj /c/jS 141-,'d r- ,r-d a -i i'ij'à c &.-, n/ ;at1-ef S WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED c3-r_/ufc-_1_/ __5"Z Project Billing Information: Print Name Certiflcafion# Phone: Fax: Fax: Inspectors Signature Carl Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252- SPECIAL INSPECTION REPORT PROJECT: i1 //e " 1 O t JOB START: ADDRESS: Z OST / At/o p. d t7 ,'c/i JOB STOP: 3':oo CITY: (zJ'/J 6' 4 PERMIT #: C-B O 01 57 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE_ FIELD WELDING EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING SAMPLES: NUMBER: TYPE: Materials/Design Mix Numbers/PSI: E 7O /8 6-71 - Inspection Date: 41-3 0 —oz REPORT //)..01 ii 7e. d J o i 7 .* _ e /oy neJ X'Z .-e )',•j i Q -é A k2, j' c ? r c/ '7 '- St-' cVecA au /iui e 7o 8z 4,r -e c -?_ ô, /p ,c7 7 ,-? / O --e -7 ,-, 6' 61r - I- t- e cV C -J — '—' 4' e- , -e / 1 e X. b WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Certificafion# C ot Phone: Fax:( Inspectors Signature 0Z0Z57 Carl Schmidt Inspection P. 0. Box 178403 San DleQo, CA 92177-8403 Phone (619) 855-9252 PROJECT: ADDRESS: 2aJ/ CITY: c2'4fr/Jcc/ SPECIAL INSPECTION REPORT JOB START: JOB STOP: PLAN FILE #: &;d 0 TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE. FIELD WELDING..X EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER:____ TYPE: Materials/Design Mb Numbers/PSI: 4'-J(', e ? o /8, r- /7 Inspection Date: REPORT 4 € c 7 e 7 7 C o rtii ç /!3 A 47 5 7o 7. 8. 41€ // C s te-.e / , g 7C./ K 7Lô n € c-i' - c - -e / 2' ' -/7- . e S o , /, I 1 Z o /1 a,o-e-, t7fr ' ci ck ZCZ //,-o O 7 e 67 (7,8 7 /ô,Z jtt€ci' ' ' /ci-tr -far ,,ô r c3 a --sr r o - -e a I74la WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED 67 / ca Project Billing Information: Print Name Certlflcallon# I 0 -77 Phone: Inspectors Signature Carl Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: "'' Ile --r (5"- (1 /6 JOB START: ADDRESS: 2-Of/ /' /0 #1-7 .4''7 X'/ JOB STOP: CITY: CLt/YZ4. (' PERMIT #: CS Z 6 Z S PLAN FILE #: 0 TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE_ FIELD WELDINGS EPDXY PRESTRESSED CONCRETE SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING SAMPLES: NUMBER: TYPE: MateaIs/Design Mix NUmbers/PSI: ,4J, 7 / 77 .- /7 Inspeclion Date: S 2-0 a REPORT 'As 7 f kp / Ct " ° k, c A /, IY ,7 -e ?c 7 c/e c 4 c . 1J I /i 7, ç c ,- ,, -e c . - __ e -,/0 P-- 1r 7 i5 € '— 66:? # C/'cy"2 c- k' c-4 c (7 9, e 7o Jc.2 -, ' •-€. / 1'-•• o c- i' Ciec7 j 9 7/'i-s -i?r- 'r 6Aar WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Certlflcalion# Phone:( Inspectors Signature Carl Schmidt Inspection P. 0. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: me /tec 6 r 0 / JOB START: 7 •' ci ADDRES Z 0 S / ct r d r 1 ' JOB STOP: j"06) CITY: Ccr-/f Cc / PERMIT #: Cl 0 Z O Z..S7 PLAN FILE # TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE_ FIELD WELDING.X EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING SAMPLES: NUMBER: TYPE: Materials/Design Mix Numbers/PSI: c 76 /5 /67 7/ 7-- Inspection Date: 2 REPORT sec7-a' 7 jOi' w ,e C- cX8.a ii// ,.,- -e- )( T ó 't 7 10 O 2 o 7. 7.9. /oci7.e.e/ ii e 7L / c/'e 6 "c'0 C Ck e, fri - / I# CL -&oar en- 7 7 6 r -e t- L/-e c/ c e r- -' '._ / '(I /c7z.f-.r P4v r- c- o WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Certiflcation# a C FUR Phone: Fax:( Inspectors Signature JOB START: JOB STOP: PLAN FILE #: Carl Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: /?é /ks 6: r ; ô ADDRESS: 'Z 0 ..ç / ,'a /o AV7 & , , r PERMIT #: C ddz6zr7 TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE FIELD WELDINGS EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING— BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: TYPE: Materials/Design Mix Numbers/PSI: C d ' / 8, 7/ T-- Inspection Date: S 7 REPORT L7I' ° i>ec 7- a" ji7 D ' X9,2 47 / IO-i -e )/.r ? , ç __ r ct 7_ ,_ ç /4.e f ? c. a ) Cf rot 9. f 1 /,s:' c6. S Ta occ- ,7 c' 7ö /O ce6GLI- 7 C. .0 ô /,',7-e ,2 / '. Z 4,j e /cVir -/ , c,,o -e-i-- c -e- a4f C- 6 / b WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED t / .iC- 41/ 0" ' ("Z Project Billing Information: Print Name Certificalion# Af(,' C AJ W,A7 MW urr- Inspectors Signature Phone: ( ) Fax:( //e f 6,,'d 7 - Carl Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: - ADDRESS: CITY: JOB START: 8'.60 a 1- l'• /c/, JOB STOP: £ 6 cL c' PERMIT #: C1 0 Z0 Z -7 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY. REINFORCED CONCRETE_ FIELD WELDING- L EPDXY_ PRESTRESSED CONCRETE SHOP WELDING.._. BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER:____ TYPE: MateaIs/Design Mb( Numbers/PSI: 5- Inspection Date: 8.-c1Z g7a/ 6 / r-// mej / 5Lo - . 7: c/ 7 -/ '7' . z-,-e7/ r/ç j - CI Ccd 7.7 Th ?3, /t14'/'c/' ro J o/eck -e-ç •c' //.e 9. S To r c- /r 'r Ct 7 d o P e (e t'c-'t / * c) WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED 5/1// 7 /2 Project Billing Information: Print Name Certiflcation# Inspectors Signature Phone: Fax:( e-//.es. 6r'o7 PERMIT #: Cth)2.6Z5? JOB START: JOB STOP: PLAN FILE #: PROJECT: ADDRESS: CITY: lôr/ /r6c.. c 'r- 7 I' ' /"-€ o' Iv -e Carl Schmidt Inspection P.O. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE FIELD WELDING EPDXY_ PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: TYPE: MateaIs/Design Mix Numbers/PSI: Inspection Date: ' '- O. REPORT 1¼w/.- ,i,sp isi7 ..j2;-,L WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWiSE NOTED J/ n C 'Z Project Billing Information: Print Name Certification# Inspectors Signature Phone: ( Fax:( •) Carl Schmidt Inspection P. 0. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: ft?i//€ / 6-1— JOB START: ADDRESS: 26 /_oOcL Iôii7 c _,4#è6 fr7 /E'c/ JOB STOP: OIlY:CC- __c a' PERMIT #: C - - 7 PLAN FILE #: 7:? o TYPE OF OBSERVATIONS: MASONRY_. REINFORCED CONCRETE_ FIELD WELDING..K EPDXY PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING_. SAMPLES: NUMBER: TYPE: Materials/Design Mix Numbers/PSI: '4 S2 O1 € 7/ 7 /1, & 7 d /a Inspection Date: t;sCA " 6 Z REPORT p-ec7-el T c/ ç 3)')-/, L tCie- )4S r o f S e.4 s p-e-r- c/.e r,' Ic - V nq -e C,4 r..,,fcc e x FIL all o/ F,3 c( 8'.3— 66-i 3 -6.V 2°— /0 0 . 46 7/- 7'J WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information: Print Name Crtlficaflon# Phone: ( ) Fax:( Inspectors Signature City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check U: Date: 07/29/2002 Permit U: CB020257 Permit Type: TI Project Name: MELLES GR10T137912 SF TOTAL TI Sub Type: INDUST OFCE 19102SF, MAN 113025F,OF-MAN 7508SF Address: 2051 PALOMAR AIRPORT RD #200 Lot: 0 Contact Person: DAN Phone: 6193411026 Sewer Dist: CA Water Dist: CA ate By: specte , In spected: 346Z-Approved:Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: ) I ) burkett Wong structural Structurél & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 1, Phone (619) 299-5550 • Fax (619) 299-9934 FAX TRANSMITTAL DATE; August 1, 2002 811102 TO: BYCOR Meiles Griot Job Site FAX (760) 804-3865 ATTENTION: Ken with BYCOR FROM: Paul Klingenb6rg ~ROJE~CT:~~M~elles Griot T JOB NUMBER: 7886A SUBJECT: Ken, S. Attached are the calcs for the Inspector. The trapeze is acceptable as is Thanks, Paul 0 TRANSMITTING 2 PAGE(S) INCLUDING COVER. THIS FACSIMILE is CONFIDENTIAL AND INTENDED SOLELY FOR THE USE OF THE ADDRESSEE. . USE, DISSEMINATION OR COPYING BY ANY OTHER PARTY IS STRICTLY PROHIBITED, IF RECEIVED INtRROR, PLEASE NOTIFY US BY TELEPHONE, AND RETURN THE FACSIMILE VIA U.S, POSTAL SERVICE. IF YOU HAVE ANY TROUBLE RECEIVING THIS TRANSMISSION, PLEASE CALL US S TO -'d ZS: ST ZOOZ I 6rj t7266666I9: 9N3 9NOP1 2 113>Ifl 0 '.7 DATE .: bENGR urkett . •0 • rr PROJECT I//L 4 &WOfl9 &2• •' ;(vettwal I JOö 77777 (, i, i) • • • : 1 L3 '7 . 0••• • • 0 • • - /0 f.377) U) f 7 f!Lc- O%J ,t(S ( it )L .r -j7--_. gj Y z 0 - 0• • . !. . ______•_••____•____••••_•________ A'o S,m 94 7 4 -71 H Od ZS: ST ZOOZ T 6b • t7266666T9:XP.d 9N3 BNOP1 fl>lflH PAGE 02 10:41 7148382065 RENGEL - - burkett - - FAX-TRANSMITTAL structural & Civil Engineers & Surveyors DATE: Jun. 10, 2002 3434 Fourth Ave. San Diego, CA 92103-4941 -. ... - . Pon. (819)290-5550 • Fax (610)29941034 S,Ioft .. .. TO., R.ngel+Co. Arohftects 333 El Camino Real Tustin, CA 92780 Tel. (714) 832-3333 FAX: (714)838-2065 ATtEENliON: Sidle Sy.d . FROM Paul Xling.nberg (T:Me1IGt . JOB NUMBER: 7886A IUBJECT: Sadie: . - --• - Atteohed Is e copy of our overturning calculation for the rrschmnloal unit going Into room 193. We used the size, weight and CG parameters ...............provided by Mefféi Griot that you relayed to us Pulse glvi me a call If you have any questions. Thanks, Paul TRANSMITTING 2 PAGE(S) INCLUDING COVER. THIS PACSIMII.E IS CONFIDENTIAL. AND INTENDED SOLELY FOR THE USE OF THE ADDRESSEE. USE; DISSEMINATION OR COPYIN3 BY ANY OTHER PARTY IS STRICTLY PROHIBITED. IF RECEIVED IN ERROR, PLEASE NOTIFY US BY TELEPHONE, AND RETURN THE FACSIMILE VIA U.S. 1,:91 zooz 01 Uflf Th11 CM1 9 1I 11t __06L17/2002 10:41 7140382065 RENGEL PAGE 01 Transmittal Date: 06.17.02 • T 16542 MILLIKEN AVE. ______________ IRVINE, CA 92606 pJ#jffç Mention Phil Howardme , - ••.. •• - Ad - Job Name: MELLES GRIOT. Job. No. 01089, Subject Equipment caics Transtd At4hed : Description Urer separate cover Copies Sheet Description -. Cl Ct ge notice I .- Equipment caic Pr Ss [j Trhgs [J 511 drawings -: Cc of letter Sr 4fications - - - Q 3. Øisk Refer4 e Comments Phil, col F~ Our approval Attached is the copy of caics from the structural engineer for the Fc *tur use equipment in Room # 194 which you are moving from Irvine As 4iues1ed facility. Per the size and weight of the unit you provided, anchoring 0 Nd ooeptions taken Ex$ ltlons as noted to the slab Is not required. ii ReNlOe and resubmit if the City questions it at any time, you can keepthis calc on file Rj$ted show it- Please call if you have any questions. I Line 21 - through July 121h Any concerns orquéstions should be directed to Terry Smith. O Mi Thank you, Bk) printer O Sp ial delivery Sadia Syed • - O M $enger .0 PicUp S Uy. S Copies to • tUthe an qd are not as noted, Please n Immediately. - 1• - 2002 10:41 718382065 RENGEL PAGE 03 Urk•tt on NO Ftir- - _ I' - - TAIPAYW /v.1 5 Hoar ;g., I -- 7cia.: /- b3 3-, • r. r .JL3jjjaA.4 C? - I')ebU4r •:fa, z3(/,y )"io L kD f.fl -• '1c'r ;; •&o. i--+- • d jA .- • O I V r - -- • • - burkett &wong MEMORANDUM Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550. Fax (619) 299-9934 DATE: 8/1/2002 BY: Paul Klingenberg TO: Phil Howard PROJECT: Melles Griot Ti. MTh: MeHes Griot Job Number: 7886A Fax 760-804-3865 SUBJECT: Mechanical Unit in Room 193 It is our conclusion that the mechanical unit placed in the above referenced room does not. need to be bolted to the floor. • ;Sincerely, • , F.88\ • • Burkett & Wang Engineers • • : y'isiio9*) • • FAX TRANSMITTAL' DATE: July 2 2002 7/2102 TO: BYCOR Melles Griot Job Site FAX: (760) 804-3865 ATTENTION: Ken with BYCOR PROJEC1M Ile s.Grii SUBJECT; Ken, burkett &WOflQ . Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (6 19) 299-5550 • Fax (619) 299-9934 FROM: Paul Klingenberg JOB NUMBER: 7886A Attached is a copy of the caic lsentto Rengel on May 9. It was included In the package with partition bracing. I think that all went to the city. If you need to know, call Sadia Syed at Rengel. Thanks, S Paul, TRANSMITTING 2 PAGE(S) INCLUDING COVER. S THIS FACSIMILE IS CONFIDENTIAL AND INTENDED SOLELY FOR THE USE OF THE ADDRESSEE. USE, DISSEMINATION OR COPYING BY ANY OTHER PARTY IS STRICTLY PROHIBITED. IF 0RECEIVED IN ERROR, PLEASE NOTiFY US BY TELEPHONE, AND RETURN THE FACSIMILE VIA U.S :. POSTAL SERVICE. IF YOU HAVE ANY TROUBLE RECEIVING THIS TRANSMISSION, PLEASE CALL US. ..., p DATE A ZQ -e— -. burkett@ ENOR - &wong JOBNO 5tnJcttxi $ cM en4n..v PQOJFCI UI7 c 14d t) zv 4a, ' - I j)/dL 11 I I v_1.w P 2- ,s / P p '_4 S 6X/S7(-,- .2-'-4 —eci,i,,.i S,t jjc, c 6kL,ø, L'±t '•. ?' • V34 EsGil Corporation 1n Partnership with government for Building Safety DATE: March 22, 2002 JURISDICTION: Carlsbad O ANT JURIS. 0 PLAN REVIEWER O FILE PLAN CHECK NO.: 02-257 SET: III PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Office T. I. for Melles Griot The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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, LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Abe Doliente Enclosures: Esgil Corporation GA 1 MB EJ LI Pc 3/22/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for rBui&Iing Safety DATE: March 4, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 SET: II PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Office T. I. for Melles Griot LI LJCANT 1LS) LI PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Z The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sadia Syed 333 El Camino Real, Tustin, CA 92780 El Esgil Corporation staff did not advise the applicant that the plan check has been completed. Z Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sadia Syed Telephone #: 714/832-3333 Date contacted: 114/O2_ (by: ) Fax #: (iq) ?O(o5 Mail —Telephone - Fax..— In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation [1 GA LI MB LI EJ [] pc 2/22/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-257 March 4, 2002 RECHECK PLAN CORRECTION LIST IJURISDlCTON: Carlsbad PLAN CHECK NO.: 02-257 PROJECT ADDRESS: 2051 Palomar Airport Rd SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 2/22/02 March 4, 2002 [REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 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. 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. 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? UYes ONo Carlsbad 02-257 March 4, 2002 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 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. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, Sah Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Plans 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. Check final sets of plans for signatures. 7. Sheets 65 through 69 of the structural calculationswere not shown in the plans. Please clarify. 9. Please see the following corrections for electrical. 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 Abe Doliente at Esgil Corporation. Thank you. ELECTRICAL PLAN REVIEW 1996 NEC PLAN REVIEWER: Morteza Beheshti Specify the dimensions of equipment rated 1200 amps'or more. NEC 110-16(c). THE BUILDING MAY NOT HAVE MORE THAN SIX SERVICE DISCONNECTING MEANS. NEC 230-71 2. Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110-16(c). Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation in Partnership with Governmentfor rBui(4'ingstzfety CIA DATE: February 7, 2002 ELAW-UCANT OJU JURISDICTION: Carlsbad IJ PLAN REVIEWER D FILE PLAN CHECK NO.: 02-257 SET:! PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Office T. I. for Melles Griot The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. F-1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sadia Syed 333 El Camino Real, Tustin, CA 92780 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sadia Syed LM Telephone #: 714/832-3333 Date contacted: (by:T>) Fax #: (L(. . Mail 'Telephone Fax In Person j REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 171 GA ZMB 9 E El Pc 1/29/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-257 February 7, 2002 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 02-257 OCCUPANCY: B/F-1/S-1 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: Existing SPRINKLERS?: Yes REMARKS: JURISDICTION: Carlsbad USE: Office, manufacturing, warehouse ACTUAL AREA: 37,912 SF (T. I. only) STORIES: 2 HEIGHT: OCCUPANT LOAD: 191/38/23 (T. I. only) DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: February 7, 2002 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/29/02 PLAN REVIEWER: Abe Doliente 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 02-257 February 7, 2002 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 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. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not-be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Plans 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. 2. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996, NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection. from hazardous materials. Section 307.1.6. If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 3-D and 3-E, they shall be constructed of not less that required for a one-hour occupancy separation. Footnote 1. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24. This will be field verified. Carlsbad 02-257 February 7, 2002 MISCELLANEOUS There are structural modifications shown on the architectural plans, but no structural calculations nor plans were submitted. Revise the building summary on sheet Al of to plans to show the occupancy group as B occupancy. Please see the following corrections for electrical, plumbing, mechanical and energy. 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. El No El 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 Abe Doliente at Esgil Corporation. Thank you. ELECTRICAL PLAN REVIEW 1996 NEC PLAN REVIEWER: Morteza Beheshti Show the ampere interrupting capacity (AIC) ratings of the subservice equipment. NEC 110-9, 230-65. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. Specify the wiring method you intend to use for this project. Indicate the type of conduit to be used when exposed or buried underground, etc. (i.e., EMT, Metal Flex," NMC etc.). NEC 110-3(a) and (b). Specify the dimensions of equipment rated 1200 amps or more. NEC 110-16(c). Carlsbad 02-257 February 7, 2002 Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110-16(c). Show the location of all panels and switchboards. NEC 110-16,240-24,300-21 Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210- 8(b)2 & 210-63. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1003.2.8.2 and NEC 700- 16. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 1003.2.9.2 & NEC 700-16. 10.Each commercial building and each commercial occupancy accessible to pedestrians shall be provided with at least one outlet in an accessible location at each entrance to each tenant space for sign or outline lighting system use. NEC 600-5(a). Each sheet of the electrical plans must be signed by the person responsible for their preparation. Business and Professions Code. Provide a note to install factory taps at the service switchboard. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and "The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment". Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 02-257 February 7, 2002 PLUMBING, MECHANICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. Provide data on the proposed hazardous materials to be stored and used. UBC 307 and UFC. (In affected areas) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Include the material safety data sheets (MSDS), if applicable. Clearly show the amounts for each type of hazardous material to be stored and in use. Clearly show the locations in the building where each type of hazardous material is being stored or used. PLUMBING (1997 UNIFORM PLUMBING CODE) 2. A sink has been added in room 169 that hasn't been picked up on the plumbing plans. Please address. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 3. Architectural sheet A5 has a good layout for the "new" VS "existing" floorplan layout. The two mechanical sheets do not address many of the areas and equipment shown on the electrical and architectural sheets identified as "new". Please review and add mechanical design where necessary. 4. Many new "corridors" are shown on the architectural plans. Please address these areas individually and show all new or existing mechanical installations and required damper protection for openings. 5. Provide mechanical ventilation in all roorris capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 6. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1202.2.2. 7. "Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal." UBC, Section 306.8 Carlsbad 02-257 February 7, 2002 8. 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 orspace." 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. 9. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. Clearly show the types of hazardous material that are being stored or used,-as per the UBC, Table 3-D and 3-E classifications. Provide the material safety data sheets (MSDS). Clearly show the amounts of each type of hazardous material to be stored and in use. Clearly show where in the buildings each type of hazardous material is being stored or used. 10. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Detail the required make-up air as per UMC, Section 505.6. Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. Clearly show the type of material to be exhausted by each exhaust system. Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. Separate and distinct systems shall be provided for incompatible materials. UMC, Sections 505.2 Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. Detail duct cleanouts as per UMC, Section 609.4. D Detail required explosion venting of dust collection systems as per UMC, Section 609.5. k) Detail duct support as per UMC, Section 609.6. Carlsbad 02-257 February 7, 2002 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 02-257 February 7, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 PREPARED BY: Abe Doliente DATE: February 7, 2002 BUILDING ADDRESS: 2051 Palomar Airport Rd BUILDING OCCUPANCY: B/F-1/S-1 TYPE OF CONSTRUCTION: ,V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Remodel of Office 19102 1,137,360 Manufacturing 11302 Warehouse 7508 Air Conditioning Fire Sprinklers TOTAL VALUE 1,137,360 Jurisdiction Code Icb IBy Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance 'V Type of Review: 1 Complete Review Structural Only El Other F1 Repetitive Fee Repeats Hourly Hour * Esgil Plan Review Fee Comments: I $3,362.191 I $2,185.421 I $1,882.831 Sheet 1 of 1 macvalue.doc -- PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB C DATE ADDRESS c'es/ RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE. FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE DocslMlsfornislPlannlng EngIneering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB OO), 7 Add ress~7 *L Planner Phone (760) 602- q62Y - / APN: Type of Project & Use: Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this : : permit: I: , Legend: Item Complete Item Incomplete - Needs your action F1 El El Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:_____________________________________________________ 111 E R Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now.. Coastal Permit Determination Log #: Follow-Up Actions: 11 Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. . Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst -. Rev 9/01 Site Plan: E E 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right- of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. 'Policy 44 - Neighborhood Architectural Design Guidelines El L fl 1. Applicability: YES NO________ E E E 2. Project complies YES NO________ Zoning: F1 F1 E 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required '- Shown Top of slope: Required Shown Accessory structure setbacks: J Front: Required Shown Interior Side:. Required Shown Street Side: Required Shown Rear: . Required Shown Structure separation: Required Shown Lot Coverage: Required Shown 0 0 0 4. Height: Required Shown (7I 0 0 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown 0 Additional Comments 4 ?(Ill2ee.(, 1/4. A017 a./ 1- ç pi e al-/4'-(e OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department 020257 .1635 Faaday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plái Date of Report: 03/26/2002 Reviewed by: Name: Sadia Syed Address: 333 El Camino Real City, State: Tustin CA 92780 Plan Checker: Job #: 020257 Job Name: Melles Griot Bldg #: CB020257 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. Approved 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. U Approved The item you have submitted for review has been approved subject to the Subject to 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. U Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd __________ 3rd Other Agency ID FD Job # 020257 FD File # Carlsbad Fire Department * 020257 16Faay Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 03/06/2002 Reviewed by: 62 Name: Address: 333 El Camino Real 12002 City, State: Tustin CA 92780 Plan Checker: . Job #: 020257 Job Name: Melles Griot: . . - - - - Bldg #: CB020257 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. j Approved 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. II Approved The item you have submitted for review has been approved subject to the Subject to 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. Z Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd __________ 3rd __________ Other Agency ID FD Job # 020257 FD File # Requirements Category- Building Plan r?eqJiPement: Pending 05.32 Additional Requirements or Comments Technical report comments: (As discussed with Anna Levy @ Shirmer Engineering 3/7/02) Provide information on use of cleaning machines in room 1008. Include information on the location of acid vats referenced on page 3 of the report. Amount of water reactive 2 material in open use is in excess of allowable exempt quantity per CBC table 3-D. (Causes occupancy to change to H-3.) Mechanical drawings: Per the technical report, mechanical ventilation is required at the work benches in rooms 1008 and 1010. Please clearly show the ventilation hoods and rated CFM for each. Seepages 5 through 7 of the technical report. Page 1 03/06/02 Carlsbad Fire De *, 1635 Faraday Ave. Carlsbad, CA 92008 rtment 020257 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 02/21/2002 Reviewed by: Name: Sadia Syed Address: 333 El Camino Real City, State: Tustin CA 92780 Plan Checker: Job # 020257 Job Name Melles Griot Bldg #: CB020257 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. u Approved 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. U Approved The item you have submitted for review has been approved subject to the Subject to 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. Z Incomplete The item you have submitted for review is incomplete. At this tim'e, 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. Review 1St __________ 2nd •__________ 3rd __________ Other Agency ID FD Job # 020257 ED File # • 0 Requirements Category: Building Plan Il Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. If existing flammable or combustible liquids, hazardous materials, storage areas or hazardous processes will not be changed, add a note to the plans stating this. If any of these are to be changed, a technical report will be required. Page 1 02/21/02 BURKETT & WONG Structural & Civil Engineers & Surveyors DATE- 2/20/2002 3434 Fourth Avenue • San Diego, CA 92103-4911 ENGINEER- PK Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 7886A STRUCTURAL CALCULATIONS FOR MULES GRIoT TENANT IMPROVEMENTS 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92008 iv ''ExpJ(2!31/0-4 /'* PREPARED FOR RENGEL+ Co. ARCHITECTS 333 EL CAMINO REAL TUSTIN,.CA 92780 (714) 832-3333 TABLE OF CONTENTS ITEM SHEET LOADS 1 EXISTING ROOF AT ZONE 1 WITH NEW MECH. UNITS 3 EXISTING FLOOR AT COATERS 15 EXISTING ROOF AT ZONE 2 WITH NEW MECH UNITS 23 EXISTING STAIRWAY WITH ONE SET OF STRINGERS REMOVED 56 NEW DOOR CUT IN EXISTING CONCRETE PANEL 68 EQUIPMENT ANCHORAGE 71 Q r ç z: - C r I ) ? r ( \ : r rj I it 1% 4 LI (? (•i C $ 0' (r C c . -.•- IL DATE___________ burkett __ &wong. ENGR structural & civil engineers PROJECT v/ (g- rF . t-/-k -3z. JC17 3-.J S n J 1 4 ,43a- J &QL1'S I ;- SHEET I JOB NO aFCO - - - - - - - - - - - - - - - - - - - I.Jyj 41Sq 4i Ab 4lq ~so 41 4i. . . I Ito c.1 eI. 41 - 4 1 441 ...c) O Solution: LC 1, D+L February 14, 2002 --.-----.—.-..-...---. .--- . ZONE 1 PLATFORM A.1.r3d Global Steel Code -- AlSO 9th Edition ASD Allowable Stress Inörease Factor (ASIF) 11.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 5 Redesign Sections 1 Yes P-Delta Analysis Tolerance 0.50% Vertical Axis Y U Materials (General) I Material Label Youngs Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (Ksi) (Ksi) Ratio (per 1015 F) (K/ft-3) (Ksi) A36 29000 i 11154 .3 .65 .49 36 A572 I 29000 I 11154 3 .65 I .49 1 50 TUBE 29000 I 11154 .3 .65 .49 46 Sections I Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shape Label (1n)A2 (In A4) (In "4) (In A4) Only SEC1 I W14X22 A36 1 6.49 I 1.2 1 1.2 7 199 .21 SEC2 I W24X62 A36 I 1.8.2 I 1.2 1.2 1 34.5 1550 I .1.71 I I SEC3 W6X9 A36 I 2.68 I 1.2 I 1.2 2.19 16.4 I .04 ,S4 . TU2.5X2.5X3 TUBE I 1.64 I 1.2 1.2 1.42 1.42 I 2.38 I Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature — (Ft) (Ft) (Ft) (F) N4 16 1 0 0 _________ _________ ________ _________ N5 23 1 . 0 0 N6 0 1 4 0 N7 2 1 4 0 N8 9 1 4 0 N9 16 1 4 0 N1O 23 1 4 0 Nil 0 1 - 8 0 N12 2 1 8 0 N13 9 . 1 8 0 N21 2 0 0 0 N22 9 0 0 0 N23 16 0 0 0 N24 23 0 0 0 N25 2 0 4 0 N26 9 0 4 0 N27 16 0 4 N28 23 0 4 --0 0 N29 2 0 8 0 N30 9 0 8 N31 16 0 8 _ 0 N32 23 N33 2 _ 0 9 0 8 0 0 12 0 N34 12 0 0 N36 23 0 12 0 I RlSA-3D Version 4 [C:\PAUL\7886MellosGriot\ZONE 1 PLATFORM A.1.r3d] Page 1 1 I Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (K/in) (K/in) (Kim) (K-ft/rad) (K-ft/rad) (K-ftlrad) N33 Reaction Reaction Reaction I_____________ P L 1 I Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) - N38 9 0 -16 .0 I I fl N39 16 0 -16 - 0 N40 I 23 I 0 -16 _0 N41 30 0 -16 0 N42 -19 I 0 -16 0 N43 30 0 12 0 N44 5 1 1 4 0 N45 :5_I 1 8 0 N46 _-5 1 0 -1.6 0 N47 _i_ -12 0 -16 0 N48 -5 _1 0 12 0 j N49 -12 I 0 12 0 N50 _-19 I 0 12 0 N34 Reaction Reaction ReaOtiOn N43 Reaction Reaction Reaction Reaction N41 Reaction Reaction Reaction Reaction N42 Reaction Reaction Reaction N48 Reaction Reaction Reaction N49 Reaction Reaction Reaction N50 Reaction .Reaction .Reaction E] Joint Loads/Enforced Displacements, Category: DL, BLC I : D Joint Label [L]oador - - Direction Magnitude Nil _L I Y _-.245 N6 _L I Y .I -.245 I N44 _L Y I -.245 N45 _L Y _I__-.245 Member Point Loads,Category:DL, BLC I:D - Member Label I Joint J Joint Direction Magnitude (K,K-ft) Location (Ft or%) M56 N4 N5 Y -.465 3.5 M53 N9 I Nb. I Y 1 -.465 3.5 Member Distributed Loads, Category: DL, BLC 1: D Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M5 _N36 N32 UNIFORM .105 M6 _N32 N28 UNIFORM .105 M7 _N28 N24 UNIFORM .105 M8 _N24 N40 UNIFORM .105 M12 _N23 N39 UNIFORM .105 Mil N27 N23 UNIFORM .105 M10 N31 N27 UNIFORM .105 M9 _N35 N31 UNIFORM .105 M13 :_N34 N30 I UNIFORM .105 I M14 _N30 N26 UNIFORM .105 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\7-ONE 1 PLATFORM A.l.r3d] Page 2 I I I I Member Distributed Loads, Category: DL, BLC I (continued) Member Label l Joint J Joint Load Pattern Label Pattern Multiplier M16 N22 - N38 UNIFORM .105 M20 N21 I N37 UNIFORM .105 M19 N25 N21 UNIFORM .105 I M18 N29 N25 UNIFORM .105 M17 N33 N29 UNIFORM .105 M53 N9 NlO UNIFORM .032 M64 N44 N8 UNIFORM .032 M51 N7 N44 UNIFORM .032 M50 N6 N7 UNIFORM .032 M46 Nil -N12 UNIFORM 1 .032 M47 N12 N45 UNIFORM .032 M65 N45 N13 UNIFORM .032 M67 N43 N41 UNIFORM 0 M67 N43 - N41 -- UNIFORM 0 M67 N43 N41 UNIFORM 0 M67 N43 N41 UNIFORM .105 M25 N37 N46 UNIFORM 0 M56 N4 N5 UNIFORM .032 M50A N48 N46 UNIFORM .105 M51A N49 N47 I UNIFORM .105 M52A N50 I N42 UNIFORM .105 M53A N46 N47 UNIFORM 0 M54 N47 [_N42 UNIFORM 0 I Member Distributed Loads, Category: LL, BLC 2 : L Member Label I Joint -- J Joint Load Pattern Label Pattern Multiplier M8 N24 - N40 UNIFORM .112 1 M12 N23 N39 UNIFORM .112 M16 N22 N38 UNIFORM .112 M20 N21 N37 . UNIFORM .112 M65 N45 N13 UNIFORM .08 M64 N44 NB UNIFORM I .08 M67 N43 N41 UNIFORM I.112 M56 I N4 N5 I UNIFORM I.04 M53 N9 _N10 UNIFORM .04 M6 N32 _N28 UNIFORM I .112 M5 N36 I N32 UNIFORM I112 M10 N31 N27 UNIFORM .112 M9 N35 N31 UNIFORM .112 M13 N34 N30 I_UNIFORM .112 M15 N26 N22 UNIFORM .112 M19 N25 I._N21 UNIFORM .112 M17 N33 N29 UNIFORM .112 M50A N48 N46 1 UNIFORM .112 M51A N49 . N47 UNIFORM .112 M52A N50 N42 I UNIFORM .112 U Basic Load Case Data I BLC No. Basic Load Case Category Category Load Type Totals Description Code Description Nodal Point Distributed Surface 1 D DL Dead Load 4 I 2 34 2 L - LL Live Load I 20 RISA-3D Version 4 [C:\PAUL\7886MelIosGriot\ZONE 1 PLATFORM A.1.r3d] Page 3 I 1 Load Combinations WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor Num Description Env 1 D+L YI-1DL1ILLj1 I I Member Section Forces, LC I : D+L I I Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-fl) (K-fl) (K-fl) Ml i 1 0 -3.856 0 0 -0.001 -6.846 2 0 -3.895 0 0 0 -0.063 3 4 - 0 0 -3.934 -3.972 1 0 0 0 0 - 0 0.001 6.786 13.704 5 0 -4.011 0 0 0.002 20.689 M2 1 0.003 4.979 -0.001 1 0 0.002 20.827 2 0.003 4.94 -0.001 1 0 1 0 12.148 4 I 3 j_0.003 0.003 4.902 I4.863 -0.001 1 0 -0.001 3.536 -0.001 0 -0.003 -5.008 5 0.003 I 4.824 -0.001 0 -0.004 - -13.484 M3 1 -0.003 1.068 0.001 0 -0.004 -13.478 2 -0.003 1.029 0.001 0 -0.002_i -15.313 3 --0.003 j 0.991 0.001 0 0 -17.08 4 -0.003 0.952 I0.001 0 I 0.003 -18.78 -0.003 1 0.913 I 0.001 0 0.005 -20.412 M4 1 0 1 -2.838 I -0.00.1 0 0.005 -20.409 2 0 . -2.877 I -0.001 0 0.004 -15.409 3 0 -2.915 -0.001 0 I 0.002 -10.342 4 0 -2.954 -0.001 0 0.001I -5.206 5 0 -2.992 -0.001 0 0 I -0.003 I M5 1 -0.002 3.751 -0.002 1 0.003 1 0 0 2 -0.002 3.512 -0.002 0.003 1 -0.002 -3.632 -0.002 -3.273 -0.002. 0.003 1 -0.005 -7.024 4 -0.002 -. 3.034 -0.002 0.003 1 . -0.007 -10.177 -0.002 2.795 -0.002 0.003 1 -0.01 -13.092 M6 1 -0.002 2.795 -0.002 0.003 -0.01 -13.092 2 11 3 11 4 1 -0.002 -0.002 -0.002 2.556 -0.002 0.003 -0.012 -15.767 2.317 -0.002 0.003 -0.014 -18.203 -0.002 _2.078 0.003 -0.017 -20.4 5 i -0.002 _1.838 -0.002 0.003 -0.019 -22.358 M7 1 _-0.896 1.313 0.007 0.056 -0.037 -21.467 2 _-0.896 1.186 0.007 0.056 --0.03 -22.716 3 -0.896 -0.896 - 1.058 0.931 0.007 0.007 0.056 1 0.056 i -- -0.024 -0.017 1 -23.838 --24.832 5 -0.896 0.804 0.007 0.056 -0.01 -25.7 M8 1 0.011 1 0.25 0.002 0.005 -0.034 -26.609 2 0.011 -0.707 0.002 0.005 -0.025 -25.695 3 4 0.011 0.011 -1.663 -2.619 0.002 0.005 -0.017 -20.955 0.002 . 0.005 -0.008 -12.39 ________________ 5 i 0.011 -3.576 0.002 0.005 0 0 M9 1 0.002 3.756 0.006 0.006 - --0 _0 2 0.002 3.517 0.006 0.006 0.006 -3.637 I3 0.002 - 3.278 0.006 0.006 -.0.011 -7.035 4 0.002 3.039 0.006 0.006 -- 0.017 -10.193 - 5 0.002 2.8 0.006 0.006 0.022 -13.113 I M10 1 0.002 2.8 0.006 0.006 0.022 -13.113 2 0.002 2.561 0.006 0.006 0.028 -15.794 3 0.002 2.322 0.006 0.006 0.033 -18.235 I RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\ZONE 1 PLATFORM A.1.r3d] . Page 4 .1 Member Section Forces, LC I : D+L, (continued) 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) 4 0.002 2.083 0.006 0.006 0.039 -20.437 5 0.002 1.844 0.006 0.006 0.044 -22.401 - Mu 1 2 -0.904 1.289 -- -0.004 0.052 - 0.02 -21.493 -0.904 1.162 - -0.004 0.052 0.017 -22.718 I 3 -0.904 1.035 -0.004 0.052 0.013 -23.817 4 -0.904 5 -0.904 0.908 - -.-0.004 0.052 -- 0.009 -24.788 0.781 -0.004 0.052 0.006 -25.632 [ M12 1 -0.01 0.255 0.001 0.004 -0.016 -26.523 2 -0.01 -0.701 0.001 0.004 -0.012 -25.63 3 -0.01 -1.658 0.001 0.004 -0.008 -20.912 4 -0.01 -2.614 0.001 0.004 -0.004 -12.369 5 M13 1 1 -0.01 -3.57 0.001 0.004 0 0 0.003 3.664 0.004 0.138 0 0 -. - 2 0.003 3.425 - 0.004 0.138 -. 0.004 -3.545 3 0.003 3.186 0.004 0.138 0.007 -6.85 4 0.003 2.947 0.004 0.138 0.011 -9.916 5 0.003 2.708 0.004 1 0.138 0.014 -12.744 M14 1 -0.617 2.28 -0.003 0.042 -0.019 -12.126 2 -0.617 2.153 -0.003 0.042 -0.022 -14.342 3 -0.617 2.026 -0.003 0.042 -0.025 -16.431 4 -0.617 1.899 -0.003 0.042 -0.028 -18.393 5 -0.617 _1.771 -0.003 0.042 1 -0.031 -20.228 -- M15 1 0.006 1.348 0 0.001 -0.005 -20.85 2 0.006 1.109 0 i 0.001 -0.005 -22.079 73 0.006 0.87 -:0 0.001 -0.005 -23.069 4 0.006 0.631 0 0.001 -0.005 I -23.819 5 0.006 0.392 0 0.001 -0.004 -24.331 M16 1 0.006 0.392 0 0.001 -0.004 -24.331 2 0.006 -0.564 1 0 0.001 -0.003 -23.986 3 0.006 -1.521 1 0 0.001 -0.002 -19.816 4 0.006 1 -2.477 0 0.001 -0.001 -11.821 - 5 0.006 I -3A33 0 0.001 0 0 M17 -- 1 0.001 4.256 -0.003 --__0.018 0 0 2 0.001 4.016 4003 0.018 -0.003 -4.136 3 0.001 3.777 I -0.003 1 0.018! -0.006 -8.033 4 0.001 3.538 -0.003 0.018 -0.008 -1.691 5 0.001 3.299 -0.003 0.018 1 -0.011 -15.109 M18 1 -0.079 2.499 0.004 0.018 0.021 -15.028 2 -0079 2.372 0.004 0.018 0.025 T-17.464 I 3 -0.079 2.245 0.004 0.018 0.028 -19.773 4 -0.079 I_2.118 - 0.004 1 0.018 0.032 -21.954 5 -0.079 _1.991 0.004 0.018 0.036 -24.009 M19 1 -0.002 1.187 1 0 -0.002 -0.009 -24.086 i 2 1 -0.002 0.947 0 -0.002 -0.009 -25.153 3 -0.002 0.708 0 -0.002 -0.008 -25.981 4 -0.002 0.469 0 -0.002 -0.008 -26.57 5 -0.002 0.23 i 0 -0.002 -0.007 -26.92 - M20 1 -0.002 0.23 0 -0.002 1 -0.007 -26.92 2 -0.002 -0.726 0 -0.002 -0.005 -25.928 3 -0.002 -1.682 0 -0.002 -0.004 - -21.111 4 -0.002 -2.639 0 -0.002 -0.002 -12.468 5 -0.002 -3.595 0 -0.002 0 0 - .. .M21 1 0.003 12.07 1 - -0.004 0 0 0.003 - !2 _0.003 11.961 _-0.004 _0 -0.007 -21.024 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\ZONE 1 PLATFORM A.1.r3d] Page 5 I 1 Member Section Forces, LC I : D+L, (continued) 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) 3 0.003 11.853 -0.004 0 -0.014 -41.861 - 4 0.003 11.745 -0.004 - 0 -0.021 -62.509 5 0.003 11.636 -0.004 0 -0.027 -82.967 M22 1 0.001 8.06 0.007 0 -0.027 -82.962 2 0.001 7.952 0:007 0 I -0.016 -96.973 3 0.001 7.844 0.007 0 -0.004 -110.794 4 0.001 7.735 0.007 0 0.007 -124.426 5 0.001 7.627 0.007 0 0.019 -137.868 M23 - 1 0 4.057 -0.004 - 0 0.019 -137.864 2 0 3.948 -0.004 0 0.012 -144.868 3 0 3.84 -0.004 0 0.005 -151.683 4 0 3.731 -0.004 0 -0.001 -158.307 -. 5 1_0 3.623 -0.004 0 -0.008 -164.742 M24 1 -0.001 0.19 0.002 0 -0.008 -164.742 2 -0001 0.081 0.002 0 . -0.005 -164.979 3 -0.001 -0.027 .0.002 0 -0.002 -165.026 4 -0.001 -0.136 0.002 0 0.001 -164.884 5 -0.001 -0.244 0.002 0 0.004 -164.552 L_M25 1 -0.001 -3.839 -0.001 0 0.004 -164.554 2 -0.001 -3.947 -0.001 0 0.003 -157.741 3 -0.001 -4.056 -0.001 0 0.002 -150.738 4 -0.001 -4.164 -0.001 0 0.001 -143.545 5 -0.001 -4.273 -0.001 0 -0.001 -136.163 M27 1 0.8 0.006 -0.079 -0.032 0.081 0 2 0.798 0.006 -0.079 -0.032 0.062 -0.002 3 0.797 0.006 -0.079 -0.032 0.042 -0.004 4 0.796 0.006 -0.079 -0.032 0.022 -0.005 5 0.794 0.006 -0.079 -0.032 0.002 - -0.007 M28 1 0.805 -0.003 0.076 i 0.045 -0.077 -0.019 2 0.803 0.076 0.045 --0.003 -0.058 -0.019 3 0.802 -0.003 0.076 0.045 -0.039 -0.018 4 0.8 -0.003 0.076 0.045 -0.02 -0.017 5 0.799 -0.003 0.076 0.045 -0.001 -0.016 I M31 1 0.428 -0.006 -0.62. 0.033 0.618 -0.096 2 0.427 -0.006 -0.62 0.033. 0.463 -0.094 3 0.425 -0.006 -0.62 0.033 0.308 -0.092 4 0.424 -0.006 -0.62 0.033 0.153 -0.091 5. 0A22 -0.006 -0.62 0.033 . -0.002 -0.089 M32 1 0.423 0.003 0.623 -0.025 -0.622 -0.041 2 0.422 0.003 0.623 -0.025 -0.466 -0.042 3 0.42 0.003 -0.623 -0.025 - -0.31 -0.043 4 0.419 0.003 0.623 -0.025 -0.155 -0.044 5 0.418 0.003 0.623 -0.025 0.001 -0.045 M36 1 0.555 -0.009 -0.906 0.024 0.908 0.046 2 0.553 -0.009 -0.906 0.024 0.682 0.049 3 4 5 0.552 -0.009 1 -0.906 0.024 0.455 0.051 0.55 -0.009 -0.906 0.024 0.229 0.053 0.549 -0.009 -0.906 0.024 0.002 0.056 M37 1 0.526 1 0.005 0.893 0.022 -0.891 1 -0.048 2 0.524 0.005 _0.893 .0.022 -0.667 _-0.05 6 i U.6 I U.'JUb _U.6 _U.U2 1 -U.444 -U.Ub1 0.522 - 0.005 _0.893:0.022 -0.221 -0.052 - 5 0.52 _0.005 _0.893 _0.022 0.002 -0.053 M40 1_1 0.526 I_0.009 _-0.894 _0.018 0.892 0.053 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\ZONE 1 PLATFORM A.1.r3d] Page 6 I I Member Section Forces, LC I : D+L, (continued) 10 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) 2 1 0.524 0.009 -0.894 0.018 0.668 1 0.05 3 1 0.523 0.009 -0.894 0.018 0.445 I 0.048 4 0.522 0.009 -0.894 I 0.018 0.221 I 0.046 5 0.52 0.009 -0.894 I 0.018 -0.002 I 0.044 r_M41 1 0.555 -0.005 0.907 0.024 -0.909 1 -0.051 2 - 5 30.552 4_0.55 0.553 0.549 -0.005 0.907 0.024 _-0.682__- -0.05 -0.005 0.907 0.024 -0.456 -0.049 -0.005 0.907 -0.229 -0.024 - -0.047 -0.005 0.907 0.024 -0.002 -0.046 I M46 1 0 -0.263 0.062 0 0 0 2 0 -0.284 0.062 0 0.031 0.137 3 0 -0.304 0.062 0 0.062 0.284 4 0 -0.325 0.062 0 0.092 0.441 5 0 -0.345 0.062 0 0.123 0.609 M47 - 1 _-0.006 0.449 -0.018 -0.002 0.091 0.602 2 -0.006 0.418 -0.018 --0.002 0.078 0.277 3 -0.006 0.387 -0.018 -0.002 0.064 -0.025 4 -0.006 0.356 -0.018 -0.002 0.051 -0.303 5 -0.006 0.325 -0.018 -0.002 0.038 -0.559 M50 1 0 -0.263 -0.062 0 0 0 2 0 -0.284 -0.062 0 -0.031 0.137 3 I 0 -0.304 -0.062 0 -0.062 0.284 4 i 0 I 5 0 -0.325 -0.062 0 -0.092 0.441 -0.345 -0.062 0 -0.123 0.609 M51 1 0.003 0.454 0.015 0.001 -0.078 0.592 L_..± 0.003 0.423 0.015 0.001 i -0.067 0.264 0.003 0.392 0.015 0.001 -0.056 -0.042 4 0.003 0.361 . 0.015 0.001 -0.045 -0.324 5 0.003 0.33 0.015 0.001 -0.034 -0.583 M53 I 1 0.009 0.531 -0.006 -0.002 0.024 0.056 2 0.009 0.389 -0.006 -0.002 0.013 -0.748 3 0.009 -0.218 -0.006 -0.002 0.003 -1.305 4 0.009 -0.36 -0.006 -0.002 -0.008 -0.799 5 0.009 -0.502 -0.006 -0.002 -0.018 -0.044 M64 - 1 - 0.003 0.085 0.015 0.001 --0.034 -0.583 - 2 - 0.003 -0.036 0.015 0.001 -0.019 -0.608 3 0.003 -0.157 0.015 0.001 -0.004 -0.512 4 0.003 -0.278 0.015 0.001 0.01 -0.294 5 0.003 -0.399 0.015 0.001 0.025 0.045 M65 1 -0.006 0.08 -0.018 -0.002 0.038 -0.559 2 -0.006 -0.041 -0.018 -0.002 0.02 -0.579 3 4 -0.006 -0.006 -0.162 -0.018 -0.002 0.003 -0.477 -0.283 -0.018 -0.002 -0.015 -0.255 5 -0.006 -0.404 -0.018 -0.002 -0.033 0.089 M67 1 0 3.347 00.003 0 0 2 0 1.674 0 0.003 0 -17.573 3 0 0 0 -0.003 0 -23.43 4 0 1 -1.674 0 0.003 0 -17.573 - ________________ 5 0 -3.347 0 0.003 0 0 M52 1 0.062 I 0.018 0 0 0 0 2 0.062 I 0.009 0 0 0 -0.014 3 4 0.062 0.062 0 0 0 0 -0.018 -0.009 0 0 0 -0.014 5 1 0.062 I -0.018 0 0 0 I 0 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\ZONE 1 PLATFORM A.1.r3d] Page 7 I • Member Section Forces, LC I : D+L, (continued) 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) M54A 1 0.638 1 0.018 0 0 0 0 2 3 0.638 0.009 0 0 0 -0.014 - -0.018 0.638 0 0 0 0 4 0.638 1 -0.009 1 0 0 0 -0.014 - 5 0.638 1 -0.018 1 0 0 0 0 M56 1 -0.005 0.502 -0.007 -0.002 I 0.022 -0.054 2 I_-0.005 0.36 -0.007 -0.002 I 0.01 -0.808 3 I -0.005 -0.247 -0.007 -0.002 -0.001 -1.314 4 I -0.005 -0.389 -0.007 -0.002 I -0.013 -0.758 5 I -0.005 -0.531 -0.007 -0.002 -0.024 0.047 M57 1 I 0.9 0.018 0 0.001 0 0 2 I 0.9 0.009 0 -- 0.001 i 0 -0.014 - - 3 4 i 0.9 0.9 0 0 --0.001 I 0 -0.018 1 -0.014 -0.009 0 0.001 i 0 s 0.9 -0.018 0 0.001 i 0 0 M58 _1 0.9 0.018 0 0.001 0 0 2 3 4 0.9 0.9 I 0.9 0.009 0 0.001 0 -0.014 0 0 0.001 0 -0.018 -0.009 0 0.001 0 -0.014 5 0.9 -0.018 0 0.001 0 0 M47A 1 0 -0.927 0 0 0.001 -6.864 I 2 1_0 1.036 0 0 I 0 -5.146 3 0 -1.144 0 0 0 -3.238- 4. 0 -1.253 0 0 0 -1.141 5 0 -1.361 0 0 0 1.146 M48 1 0 0.356 0 0 0 1.149 2 0 0.248 0 0 I 0 0.62 3 0 0.14 0 0 0 0.281 4 0 0.031 0 0 .0 0.131 5 0 -0.077 0 0 0 0.171 M49 1 0 0.243 0 0 0 0.176 2 0 1 0.134 0 - 0 I 0 1 -0.1-54- 3 0 0.026 -0 0 0 -0.294 4 1 0 -0.083 0 0 I 0 -0.244 5 1 0 1 -0.191 0 0 0 -0.005 M50A 1 0.001 3.347 0 -0.003 .0 0 2 0.001 1.674 0 -0.003 0 -17.573 3 4 0.001 0 0 -0.003 0 -23.43 0.001 -1.674 0 -0.003 0 -17.573 5 0.001 -3.347 0 I -0.003 0 0 M51A 1 0 3.347 1 0 -0.004 0 0 2 0 1.674 1 0 -0.004 0 -17.573 3 0 0 0 -0.004 0 -23.43 4 0 -1.674 -0 -0.004 0 -17.573 5 0 -3.347 0 -0.004 0 0 M52A 1 0 3.347 0 -0.005 0 0 2 0 1.674 0 -0.005 0 -17.573 3 0 0 0 -0.005 0 -23.43 4 0 -1.674 0 -0.005 0 -17.573 5 0 -3.347 0 -0.005 0 0 M53A 1 -0.001 -7.62 0 0 -0.001 1 -136.166 I 2 -0.001 -7.728 0 0 0 1 -122.737 3 -0.001 -7.836 0 -- 0 0 -109.118 4 -0.001 -7.945 -00 0 I -95.309 RISA-3D Version 4 [C:\PAUL\7886MeIlosGriot\ZONE 1 PLATFORM A.1.r3d] Page 8 1 I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-It) (K-It) (K-It) I 5 -0 .001 -8.053 1 0 1 0 i 0 1 -81.311 M54 1 1 -0.001 -11.4 0 0 0 -81.315 2 -0.001 -11.509 0 0 0 -61.27 I 3 -0.001 -11.617 0 0 0 -41.034 4 -0.001 -11.726 0 0 0 -20.61 5 -0.001 -11.834 0 0 1 0 0.005 Member AISC ASD 9th Code Checks, LC I D+L Member Label Code Chk Loc Shear Chk Loc Dir Fa Fb y-y Fb z-z ASD Eqn. • (Ft) (Ft) (Ksi) (Ksi) (Ksi) Ml 0.428 1. 7 0.106 7 y 15.257 27 20.049 H1-2 1 M2 0.431 0 0.131 1 0 Ij. 15.257 27 1 20.049 I H1-2 M3 0.423 7 0.028 0 y_ _15.257 27 20.049 H1-3 M4 0.422 0 0.079 1 7 _y_ 15.257 27 20.049 H1-3 M5 0.23 4 0.103 0 y_ 18.678 27 23.76 H2-1 M6 0.393 4 0.077 0 j_18.678 27 23.76 H2-1 M7 0.486 4 0.035 0.667L _ _18.678 27 23.76 H2-1 M8 0.471 0.889 0.1 16 _y_ 4.369 - 27 23.76 H1-2 M9 0.232 4 0.107 0 I_y_ 18.678 27 23.76 H1-2 MI.0 0.398 4 0.081 0 I_y 18.678 I 27 1 23.76 HI-2 Mil 0.483 4 0.034 0.667 l_y 18.678 27 23.76 H2-1 M12 0.467 0.889 _0.099 16 I.j. 11 4.369 I 27 23.76 _H2L M13 0.224 4 _0.28 _0 Li. 18.678 i 27 23.76 H1-2 - M14 0.385 4 _0.06 I 0.333 j_y 18.678 27 23.76 _HL M15 0.425 4 _0.037 _0 LL 18.678 27 23.76 _H1_ M16 0.43 1.778 I 0.092 I_16 1y 4.369 1_27 23.76 M17 0.265 4 0.136 0 y 18.678 27 23.76 H1-2 MiS 1 0.434 4 1 0.066 I 0 Ly 18.678 I 27 23.76 FHT] M19 0.471 4 _0.034 0 y 1 18.678 I 27 23.76 - H2-1 M20 0.472 0.889 _0.097 16 Ly 1 4.369 I 27 23.76 _HL M21 0.322 7 0.099 0 _y 17.332 27 23.76 H1-2 M22 0.534 7 0.066 I 0 Ly 17.332 I 27 23.76 HI-2 1 M23 0.638 - 7 - 0.033 0 _y 17.332 27 23.76 H2-1 M24 0.638 2.722 0.002 7 y 17.332 27 1 23.76 H2-1 M25 0.637 0 0.035 7 _y 17.332 _27 23.76 H2-1 M27 0.046 0 0.016 I 0 z 1 26.724 _30.36 30.36 H1-2 M28 0.051 0 0.02 0 z 26.724 E 30.36 -30.36 H1-2 M31 0.258 0 0.054 0 z I 26.724 I 30.36 30.36 1_H 1-2 M32 0.24 0 0.052 0 z 26.724 30.36 30.36 H1-2 M36. 0.344 0 0.071 0 z 26.724 I 30.36 30.36 1_H1-2 M37 0.338 0 0.069 0 z 26.724 30.36 30.36 H1-2 M40 0.34 0 0.068 0 z . I 26.724 30.36 30.36 M41 0.346 0 _0.071 0 zi26.724 30.36 30.36 H1-2 M46 T 0.1-o5-1---2---T-o.029 2 y 20.179 27 23.76 _H1_ M47 0.1 0 0.037 0 _yj 19.204 27 23.76 H2-1 M50 0.105 _2 0.029 2 _y 20.179 27 23.76 IH*2_ M51 0.089 _0 0.038 0 _y 19.204 27 23.76 H1-2 M53 0.139 I 3.5 0.044 0 _y 13.854 1 27 1 20.511 IHt . M64 0.067 _0.111 0.033 4 y 18.074 27 _23.76 _H1-2 M65 0.067 I 0 0.034 4 y 18.074 27 _23.76 M67 0.409 _14 0.093 :0 y 1.427 27 23.76 H1-1 M52 0.003 I 2 - 0.002 I 4 j 1 18.074 27 23.76 H1-3j M54A 0.015 2 0.003 4 y 18.074 27 23.76 H1-3 M56 0.139 3.5 0.044 7 y 13.854 27 20.511 HlII1 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\ZONE 1 PLATFORM A.1.r3d] Page 9 I v7: Member AISC ASD 9th Code Checks, LC I D+L, (continued) Member Label Code Chk Loc Shear Chk Loc Dir Fa Fb y-y Fb z-z ASD Eqn. (Ft) (Ft) (Ksi) (Ksi) (Ksi) M57 - 0.02 2 0.005 0 1_18.074 _y 27 23.76 1 H1-3 M58 - 0.02 2 1 0.005 I 0 18.074 I _y_ 27 23.76 I H1-3 M47A 0.027 0 0.011 7 _y 17.332 27 23.76 I H1-2 -- M48 0.004 0 I 0.003 0 j_ 17.332 27 23.76 1 HI-2 M49 0.001 3.889 I 0.002 0 17.332 _y -- 27 23.76 H1-2 M50A 0.409 14 0.092 28 1.427 I 27 _y_ 23.76 HI-3 M51A 0.409 14 0.094 0 1.427 _27 _y_ 23.76 _H2-1 M52A 0.409 14 0.095 0 y 1.427 I 27 23.76 - HI1_ M53A 0.527 0 0.066 7 17.332 _27 _y_ 23.76 H1_ - M54 _0.315 0 0.097 7 y_ 17.332 _27 23.76 - H1_ I Joint Displacements, LC I: D+L Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation I (In)(In) (In) (radians) (radians) (radians) I U.Ui 1 -I.ZO'# I -U.UOO I -U.UUO I U i U.UU N5 _-0.023 -1.065 -0.048 -0.004 - 0 0.003 N6 -0.007 -1.009 -0.114 -0.009 -0.001 i 0.001 N7 -0.007 -0.993 -0.103 -0.009 0 0.001 N8 -0.007 -0.935 1 -0.108 -0.009 0 0.001 N9 -0.016 -1006 -0.069 -0.005 0 0.001 N10 -0.016 -0.871 -0.049 -0.004 0 0.002 Nil -0.004 -0.543 -0.114 -0.01 0 0 N12 -0.004 -0.532 -0.124 -0.01 0 0 I N13 -0.004 -0.497 -0.108 -0.009 0 0.001. N21 0.001 1339 0 -0.006 0 0 N22 0.005 -1.275 0 -0.006 0 0.001 N23 1 -0.002 -1.284 0 -0.005 0 0.002 N24 0.017 -1.065 1 -0.001 -0.003 0 0.003 N25 -0.001 -0.993 0 . -0.008 0 0 N26 0.005 -0.935 I 0 -0.008 0 0.001 N27 -0.005 -1.006 0 -0.007 0 0.001 N28 0.014 -0.871 -0.001 -0.005 0 0.003 N29 -0.001 1 -0.532 0 -0.01 0 0 N30 0.0-0-3---T--0.497 I 0 -0.01 0 0 N31 -0.004 -0.623 0 -0.009 0 0 N32 0.008 -0.572 -0.001 -0.007 0 0.002 N33 0.000 0.000 0.000 0.000 0 0 N34 0.000 0.000 0.000 0.000 - 0 -0.001 N35 0 -0.177 i 0 0.000 0 -0.002 N36 0 -0.211 0 0.000 0 0.001 N37 0 -1.573 0 0.000 0 -0.002 N38 I 0 -1.574 0 0.000 0 0.002 N39 0 -1.27 0 0.000 0 0.005 N40 0 -0.711 -0.001 0.000 0 0.008 N41 0.000 0.000 0.000 0.000 0 0.009 N42 0.000 - 0.000 0.000 0.000 0 -0.009 N43 0.000 0.000 0.000 0.000 0 0.003 N44 -0.007 -0.978 -0.1 -0.009 0 - 0.001 N45 -0.004 -0.526 -0.122 -0.01 0 0 N46 0 -1.266 0 0.000 0 -0.005 N47 _0 -0.707 0 0.000 0 -0.008 1. N48 _0.000 0.000 0.000 0.000 0 0 N49 .0.000 0.000 0.000 0.000 0 0 N50 _0.000 0.000 0.000 0.000 0.000 0 RISA-3D Version 4 [C:\PAUL\7886MetIosGriot\7-ONE 1 PLATFORM A.1.r3d] Page 10 II • Reactions, LC I : D+L I Joint Label X Force V Force Z Force X Moment V Moment Z Moment (K) (K) (K) (K-ft) (K-ft) (K-It) N33 -0.003 -0.528 0 0.000 - 0.000 I 0.000 N34 0.006 12.654 -0.004 0.000 0.000 0.000 N43 0 6.34 0.001 0.000 0.000 0.000 N41 -0:003 15417 0:004 0.000 0.000 0.000 1 N42 -0.001 15.181 0 0.000 0.000 0.000 1 N48 0.000 5.065 -0.001 0.000 0.000 0.000 N49 0.000 3.667 0 0.000 0.000 0.000 I N50 1 0.000 13.538 1 0 0.000 1 0000 0.000 ] Reaction Totals 1 0.000 1 61.333 1 0.000 I Center of Gravity Coords (X,Y,Z) (Ft): I 5.375 I 0.075 I -2.095 I I I I I I ,.. I I I. H RISA-3D Version 4 [C:\PAUL\7886MellosGriot\ZONE 1 PLATFORM A.1.r3d] . Page 11 I DATE ENGR__________________ PROJECT burkett &WOfl9 structural & civil engineers SHEET JOB NO_? 1 /eScL 1 __ L- /1'2-1) •JrJ : 7 c.i/ ? /i 4 I ) i k I W3 FDRJJLOKT' 61/2 in. (165 mm) TOTAL SLAB DEPTH I Normal Weight Concrete 145 pcf (2,320 kg/m3) 60.4 psf (2,892 N/rn2) I Galvanized or Phosphatized/Painted 1 Hour Fire Rating Deck Weight and Section Properties "N .-' " I Weight (psf, N/rn2) Properties ft (m) of Width per Allowable Reactions per ft (m) of Width (lb, N) Gage Galv Phos/ I +S -s End Bearing Interior Bearing • G60 Painted in.4 in.3 in.3 2" 3" 4" 411 5" I Z180 mm4 mm3 mm3 51 mm 76 mm 102 mm 102 mm 127mm 22 1.9 1.8 0.718 0.418 0.444 190 228 267 601 701 91.0 86.2 980,492 22,473 23,871 2,773 3,327 3,897 8,771 10,230 I 2 1 2.1 2.0 0.837 0.495 0.531 240 286 331 781 906 100.5 95.8 1,142,997 26,613 28,548 3,503 4,174 4,831 11,398 13,222 2f' 2.3 2.2 0.896 0.534 0.564 268 316 365 877 1014 I 1101 1053 1,223,567 28,709 30,322 3,911 4,612 5,327 12,799 14,798 Allowable Superimposed Loads (psf, kN/n,2) Span (ft-in., mm) CL 8'-O" 8-6" 9-0" 9'-6" 10-0" 10-6" 11-0" 11-6" 12'-O" 12-6" 13'-0" 13-6" 14-0" 14-6" 151-0" ' 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,510 3,660 3,810 3,960 4,110 4,270 4,420 4,570 1 266 1 235 209 186 166 149 134 120 108 97 87 79 71 64 57 I 12.7 11.3 10.0 8.9 7.9 7.1 6.4 5.7 5.2 4.6 4.2 3.8 3.4 3.1 2.7 22 2322 291 209 186 166 149 134 120 108 97 87 79 71 64 57 15.4 13.9 10.0 8.9 7.9 7.1 6.4 5.7 5.2 4.6 4.2 3.8 3.4 3.1 2.7 322 291 265 242 166 149 134 120 108 97 87 79 71 64 57 4 15.4 13.9 12.7 11.6 7.9 7.1 6.4 5.7 5.2 4.6 42 3.8 3.4 3.1 2.7 356 322 236 211 189 170 153 138 125 113 102 93 84 76 z 17.0 15.4 11.3 10.1 9.0 8.1 7.3 6.6 6.0 5.4 4.9 4.5 4.0 3.6 69 33 21 2 356 322 293 267 189 1 170 153 138 125 113 102 93 84 76 69 J 17.0 15.4 14.0 12.8 9.0 8.1 7.3 6.6 6.0 5.4 4.9 4.5 4.0 3.6 33 356 322 2g93,267 246 226 153 138 125 113 A02 93 84 76 69 17.0 15.4 114. 12.8 11.8 10.8 7.3 6.6 6.0 5.4 4.9 4.5 4.0 3.6 3.3 • 1 373 17.9 337 16.1 250 12.0 224 10.7 201 181 163 147 133 121 110 100 90 82 74 9.6 8.7 7.8 7.0 6.4 5.8 5.3 4.8 4.3 3.9 3.5 21' 2 373 337 306 280 201 181 163 147 133 121 110 100 90 82 74 I v 179 16.1 14.7 13.4 9.6 8.7 7.8 7.0 6.4 5.8 5.3 4.8 4.3 3.9 3.5 3 373 337 306 280 257 237 163 147 133 121 110 100 90 82 74 17.9 16.1 14.7 13.4 12.3 11.3 1 7.8 7.0 6.4 5.8 5.3 4.8 4.3 3.9 3.5 .nonng required in shaded areas to right of heavy line Diaphragm Shear Values, q (pit, kA(lm) Span (ft-in., mm) CM ca 8-0" 8'-6" 9'-0" 9-6" 10'-0" 10-6" 11-0" 111-61' 12-0" 12-6" 13'-0" 13-6" 14-0" 14'-6" 15-0" 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,510 3,660 3,810 3,960 4,110 4,270 4,420 4,570 q 2350 2340 2325 2315 2305 2300 2290 2285 2275 2270 2265 2260 2255 2250 2245 22 34.30 34.15 33.93 33.78 33.64 33.57 33.42 33.35 33.20 33.13 33.06 32.98 32.91 32.84 32.76 q 24302410 2390 2375 2360 2345 2330 2315 2300 2290 2280 2270 2265 2260 2250 35.46 35.17 34.88 34.66 34.44 34.22 34.00 33.78 33.57 33.42 33.27 33.13 33.06 32.98 32.84 q 2355 2340 2325 2315 2300 2295 2285 2275 2270 2260 2255 2250 2245 2240 2235 21 34.37 34.15 33.93 33.78 33.57 33.49 33.35 33.20 3313 32.98 32.91 32.84 32.76 32.69 32.62 I q 2460 2435 2410 2390 2370 2355 2340 2330 2320 2305 2290 2280 2270 2265 2260 35.90 35.54 35.17 34.88 34.59 34.37 34.15 34.00 33.86 33.64 33.42 33.27 33.13 33.06 32.98 q 2355 2340 2325 2315 2300 2290 2285 2275 2265 2260 2255 2245 2240 2235 2230 1 2 34.37 34.15 33.93 33.78 33.57 33.42 33.35 33.20 33.06 32.98 32.91 32.76 32.69 32.62 32.54 q 2480 2455 2430 2405 2380 2365 2350 2335 2320 2310 2300 2290 2280 2270 2260 36.19 35.83 35.46 35.10 34.73 34.51 34.30 34.08 33.86 33.71 33.57 - 33.42 33.27 33.13 32.98 I VV I-LJMMLOtS aecKs witn structural concrete till may be considered rigid diaphragms, with F < 1 (5.7). 76 • ' : '..- ' 4 3 I I- : •:oc W21 x50 I '1 W21x5O I ... — . W2 1 x50. - - - •S\ t. . ' .. 4 W21 x50 : i- • / S" 4• ft1 . rri' ... - 21 x5O1j 7 On tu - I i21x5O ,-?;-. . - - • T5 - — j__ W21x5O ji1i- N k • — W2 1 x5O : 1 I\.) • — : i . I - W21 x5 .• ._t, c•-.••_ /3 r . ' • . .:f -t:-tC\.'.. - • • I .' ••4• •- - - ._•t ./ i . :LI •.; (YL W21x5O r-- 1•. I •. --. - Floor Map L RAM Steel v7.2 DataBase: FIRST FLOOR Building Code: IBC Surface Loads Page 2/2 02/15/02 14:39:35 Label DL CDL LL Reduction Mass DL psf psf psf Type psf FIRST FLR 1 90.0 50.0 75.0 Reducible 70.0 FIRST FLR 2 70.0 50.0 0.0 Reducible 70.0 OFFICE 90.0 50.0 50.0 Reducible 70.0 Point Loads Label DL CDL LL Reduction Mass DL kips kips kips Type kips P1 COATER 2.000 0.000 0.000 Reducible 2.000 — — — — — .— .- - Nam — — m4w— — - . I..' po - C 19k W21x50(12) 19k I I 19k W21x50(12) 19k 20k 22k 3\ (1t / (4) i2 21 Irl 9k!12x18 (3) ( (4) (7) 21 kjk(1 I '•' 7 I C Jl4t, I 19k 1-22k W21 X50 20kTh9k! X1& co 1 19k 22k W21 x50 23 9k(12x1 (9) - (3)(4)(2) 20k W21 X50 (12) 20k k2x198k) 0 1 CA) 00 .E1 0k W21x50(9) 10k I I I I k2x194k. W21x50 (1 W21 x50 (1 W21 x50 (1 W21 x50 (' (9) - Cc) 19k C 10k I ZID oc .Il0k W21 x50 ,/'•\ 10k '10k W21 x50 (9) 10k 4k2x194k.)-Cfl I ITJ 9i W21 x50 (12) 20k V8k2x198k NJ 4 W21 x50 23k k(12x19k (9) (3) ( (4) 11 ZJK VVIX3U I IK —LK VV1XU 1. °'i (9) - 19k W21x50(12) 19k I 22kW21x50 I 19k W21x50(12) 19k 22k W21 x5o —INJ ,/•_ C O)9k I .- C I .19k NJ • 19k / Oi0k i Beam Summary Fil RAM Steel v7.2 .1 RAM DataBase: FIRST FLOOR 02/15/02 14:39:35 Building Code: IBC Steel Code: ASD 9th Ed. I STEEL BEAM DESIGN SUMMARY: Floor Type: MAIN Bm # Length +M -M Seff Fy Beam Size Studs 1 ft kip-ft kip-ft in3 ksi 13 28.00 68.9 0.0 123.9 36.0 W21X50 u 9 10 28.00 179.8 0.0 259.1 36.0 W27X84 u 6,2,6 14 28.00 68.9 0.0 123.9 36.0 W21X50 u 9 7 28.00 346.5 0.0 264.8 36.0 W27X84 u 10,2,10 I 15 11.00 10.2 0.0 3 2. 1 36.0 W12X19 u 4 1 28.00 271.0 0.0 192.7 36.0 W24X68 u 7,2,8 37 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 31 28.00 139.0 0.0 128.0 36.0 W21X50 u 12 25 11.00 21.8 0.0 33.4 36.0 W12X19 u 5 38 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 I 32 28.00 153.2 0.0 128.0 3 6. 0 W21X50 u 9,3,1 63 9.33 3.7 0.0 7.8 36.0 W8X1O 58 9.33 3.7 0.0 7.8 36.0 W8X1O I 26 11.00 24.9 0.0 34.3 36.0 W12X19 u 4,2 53 9.33 3.7 0.0 7.8 36.0 W8X1O 16 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 11 28.00 179.8 0.0 259.1 3 6. 0 W27X84 u 6,2,6 17 28.00 146.8 0.0 127.6 36.0 W21X50 u 9,3,1 ' 8 28.00 349.7 0.0 267.2 36.0 W27X84 u 10,2,10 64 9.33 2.6 0.0 7.8 36.0 W8X1O 59 9.33 2.6 0.0 7.8 3 6. 0 W8XIO 18 11.00 2 3. 0 0.0 3 3. 33 36.0 W12X19 u 4,2 2 28.00 271.2 0.0 194.0 36.0 W24X68 u 8,2,8 54 9.33 2.6 0.0 7.8 36.0 W8X1O I : 39 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 33 28.00 150.8 0.0 127.8 36.0 W21X50 u 9,3,1 65 9.33 0.0 0.0 7.8 36.0 W8X10 I 60 9.33 0.0 0.0 7.8 3 6. 0 W8X1O 27 11.00 24.2 0.0 34.4 36.0 W12X19 u 4,2 55 9.33 0.0 0.0 7.8 36.0 W8X1O 40 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 34 28.00 149.8 0.0 127.8 3 6. 0 W21X50 u 9,3,1 66 9.33 3.7 0.0 7.8 36.0 W8X1O 61 9.33 3.7 0.0 7.8 3 6. 0 W8X1O 28 11.00 23.9 0.0 33.3 36.0 W12X19 u 4,2 56 9.33 3.7 0.0 7.8 36.0 W8X10 .1 19 28.00 128.7 0.0 128.0 36.0 W21X50 u 12 12 28.00 179.8 0.0 259.1 36.0 W27X84 u 6,2,6 I 20 28.00 147.9 0.0 127.6 3 6. 0 W21X50 u 9,3,1 9 28.00 346.5 0.0 264.8 36.0 W27X84 u 10,2,10 67 9.11 3.7 0.0 7.8 3 6. 0 W8X1O Beam Summary t' RAM Steel v7.2 Page 2/2 DataBase: FIRST FLOOR 02/15/02 14:39:35 Building Code: IBC Steel Code: ASD 9th Ed. m# Length ±M 93-1 3 28.00 271.0 1 3. 41 28.00 128.7 35 28.00 153.2 29 11.00 24.9 42 28.00 128.7 36 28.00 139.0 30 11.00 21.8 22 28.00 68.9 23 28.00 68.9 24 11.00 10.2 -M Seff Fy 0.0 7.8 36.0 .LV 33.3 3 6.0 0.0 192.7 36.0 0.0 7.8 36.0 0.0 128.0 36.0 0.0 128.0 36.0 AI V.') 3'+..) 3 0.0 128.0 36.0 0.0 128.0 36.0 0.0 33.4 36.0 0.0 123.9 36.0 0.0 123.9 36.0 0.0 32.1 36.0 Beam Size W8X1O W12X19 u W24X68 u W8X1O W21X50 u W21X50 u W12X19 u W21X50 u W21X50 u W12X19 u W21X50 u W21X50 u W12X19 u Studs 4,2 8,2,7 12 9,3,1 4,2 12 12 5 9 9 4 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. - JQC)L) r2'oôF + U'\-/ U U / i-c I 11 +OLI r Aj F B&W IkI- 7886A MELLOS GRIOT, ROOF ZONE 2 February 19, 2002 WOOD ROOF.r3d I Global I Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor (ASIF) 1.333 7 Include Shear Deformation Yes llnclude Warping Yes No. of Sections for Member Calcs 5 Redesign Sections Yes 1 P-Delta Analysis Tolerance 10.50% Vertical Axis i Y Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (Ksi) (Ksi) Ratio (per 1O'5 F) (K/ft-3) (Ksi) LIISTL 29000 11154 .3 .65 1 .49 36 Steel Design / NDS Parameters Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) Ml 1 SEC2 8 1 1. 1. —M-2 -7 --8---- SEC2 M3 SEC2 8 M4 SEC2 8 M5 SEC2 8 M6 SEC2 I 8 M7 SEC2 8 M8 SEC2 J 8 M9 SEC2 1.5 M10 SEC2 8 Mil SEC2 8 M12 1 SEC2 8 M13 I SEC2 8 M14 j SEC2 8 M15 SEC2 8 i M16 j_SEC2 1 1.5 M17 SEC2 8 M18 SEC2 8 M19 SEC2 8 M20 SEC2 8 M21 SEC2 8 I 1. 1. M22 SEC2 1.5 1. 1. M23 SEC2 8 M24 SEC2 8 I M25 SEC2 8 M26 SEC2 8 M27 SEC2 8 i M28 SEC2 8 M29 SEC2 1.5 . 1. M30 SEC2 8 M31 SEC2 8 M32 SEC2 8 M33 M34 SEC2 8 SEC2 8 M35 SEC1 28 M36 SEC1 28 _I 1 _1. 1.I I 1111 RlSA-31D Version 4 [C:\PAUL\7886MellosGriot\WOOD ROOF.r3d] Page 1 El 1 Steel Design / AIDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway ILabel Set 1e2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) M37 I SEC1 4 M38 SEC1 28 M39 SEC1 28 1 1. 1. M40 SEC1 28 M41 SEC1 4 M42 SEC1 28 M43 SEC1 28 M44 SEC1 28 M45 SEC1 28 M46 SEC1 28 M47 SEC1 28 M48 SEC1 28 M49 SEC1 28 M50 SEC1 28 M51 SEC1 28 M52 SEC1 28 M53 SEC1 28 M54 SEC1 28 1 M55 SEC1 28 M56 SEC1 28 M57 SEC1 28 M58 SEC1 28 M59 SEC1 28 M60 SEC1 28 M61 SEC1 28 M62 SEC1 28 M63 SEC1 28 M64 SEC1 28 M65 SEC1 28 M66 SEC1 28 M67 SEC2 8 M68 SEC2 6.5 M69 SEC2 6.5 M70 SEC2 6.5 M71 SEC2 6.5 M72 SEC1 4 M73 SEC1 4 M74 SEC1 4 M75 SEC1 4 M76 SEC1 4 M77 SEC1 i 4 M78 SEC3 - 8 M79 SEC3 8 M80 SEC3 8 M81 SEC2 8 8 M82 SEC2 8 8 1. I1_ I - - M83 SEC2 8 M84 SEC2 8 I 4 M85 SEC2 8 4 M86 SEC2 8 4 M87 SEC2 M88 SEC2 8 4 M89 SEC1 28 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 2 1 Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set Ie2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) M90 I SEC1 28 M91 SEC1 I 28 M92 I SEC1 28 M93 SEC1 28 M94 1 SEC1 1 28 1 M95 SEC1 28 M96 SEC1 - I 28 M97 SEC1 28 M98 I SEC1 28 M99 SEC1 28 M100 SEC1 28 M101 SEC1 28 --M102 SEC1 28 M103 SEC1 28 M104 SEC1 _i 28 M105 SEC1 28 M106 SEC1 28 M107 SEC1 28 M108 SEC1 28 M109 SEC1 28 M113 SEC2 8 M114 SEC2 8 M115 SEC2 8 1 _1._ 1_ T-71 - M116 SEC2 8 M117 SEC2 8 1 1. 1. 71 M118 SEC2 8 8 M119 SEC2 8 8 M120 SEC2 8 8 - M121 SEC2*8 8 _1_ 1. - M122 SEC2 8 8 M123 SEC2 I 8 8 ________ ________ 1_ 1.• ____ ____ - M124 SEC2 8 8 M125 SEC2 8 8 1.11. - M126 SEC2 8 8 M127 SEC2 8 8 M128 SEC2 8 ----------- M129 SEC2 8 M130 SEC2 8 M131 ISEC2 8 M132 SEC2 8 M133 SEC2 8 8 M134 SEC2 8 8 M135 SEC2 8 8 M136 SEC2 8 8 M137 SEC2 1.5 M138 SEC2 1.5 M139 SEC2 1.5 M140 SEC2 1.5 1. 1. M138A SEC1 28 M139A SEC1 28 M140A SEC1 28 M1.41 SEC1 28 M142 SEC1 28 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 3 I LI I Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway I Label Set Ie2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) I I M143 SEC1 1 28 M144 I SEC1 28 1 1. 1. M145 SEC1 28 1 1.1. M146 SEC1 28 I 1 1. _1._ M147 SEC1 28 M148 SEC1 28 1 M149 SEC2 8 M150 SEC2 i 8 1.7_i._ M151 SEC2 8 M152 SEC2 8 M153 SEC2 8 M154 SEC2 8 M155 SEC2 8 M156 SEC2 8 M157 SEC3 8 [_.M158 SEC1 1 12 M159 SEC1 12 Member Data X-Axis Section End Releases End Offsets Inactive Member Member Label I Node J Node K Node Rotate Set I-End J-End [-End J-End Code Length (deqrees) xvz xvz xvz xvz (In) (In) (Ft) Ml N34 N29 SEC2 - 8 M2 N29 N24 I SEC2 8 M3 N24 N19 SEC2 I 8 M4 I N19 N15 - SEC2 I 8 M5 I N15 Nil SEC2 - 8 M6 I_N11 N6 SEC2 M7 N6 Ni SEC2 - 8 M8 N35 N30 SEC2 - 8 M9 I N30 N41 SEC2 1 - 1.5 M10 I N25 N20 SEC2 - 8 M11 N20 N16 SEC2 8 M12 N16 N12 SEC2 - 8 J M13 N12 N7 SEC2 8 M14 N7 N2 'SEC2 - 8 M15 N36 N31 SEC2 _ - 8 M16 N31 N42 SEC2 - 1.5 M17 N26 N21 SEC2 8 M18 N21 N17 SEC2 - 8 M19 N17 N13 SEC2 - 8 M20. N8 N3 SEC2 M21 N37 N32 SEC2 - 8 M22 N32 N43 SEC2 I - 1.5 M23 N27 N22 SEC2 - 8 M24 N22 N18 SEC2 I 8 M25 N18 N14 SEC2 8 M26 N14 N9 1 SEC2 8 M27 N9 N4 SEC2 8 M28 N38 N33 SEC2 I - I 8 M29 N33 N44 SEC2 1.5 -- M30 I N28 N23 SEC2 M31 N23 N20A SEC2 : L 8 RISA-31D Version 4 [C:\PAUL\7886 Mel losGriot\WOOD ROOF.r3d] Page 4 I Member Data (continued) Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length Rotate Set I-End J-End I-End J-End M32 N20A I N15A SEC2 8 .M33 N15A N10 SEC2 8 - M34 N10 N5 _______ ____ SEC2 - 8 M35 N34 N35 - SEC1 _I BenPIN BenPIN I 28 M36 N35 N36 SEC1 I BenPIN BenPIN 1 28 M37 N36 N48 SEC1 BenPIN - 4 M38 N37 N38 - SEC1 BenPIN BenPIN - 28 M39 N29 N30 SEC1 BenPIN BenPIN - - 28 - P_M40 N30 N31 SEC1 BenPIN 1 BenPIN - 28 M41 N31 N45 SEC1 BenPIN - 4 M42 N32 N33 SEC1_ BenPIN BenPIN - 28 M43 N24 N25 -- SEC1 BenPIN BenPIN 28 - M44 N25 N26 SEC1 BenPIN BenPIN - 28 M45 N26 N27 SEC1 BenPIN BenPIN - 28 M46 N27 N28 SEC1 BenPIN BenPIN M47 N19 N20 - SEC1 BenPIN BenPIN - 28 M48 N20 N21 SEC1 BenPIN BenPIN M49 N21 N22 SEC1 BenPIN BenPIN - 28 M50 N22 N23 S E C5~1 BenPIN BenPIN - 28 1 M51 N15 N16 SEC1 BenPIN BenPIN I 28 I M52 N16 N17 SEC1 BenPIN BenPIN I 28 M53 N17 N18 SEC1 BenPIN BenPIN - 28 M54 N18 - N20A SEC1 BenPIN BenPIN - 28 M55 Nil N12 SEC1 BenPIN BenPIN -28 M56 N12 N13 SEC1 BenPIN BenPIN - 28 M57 N13 N14 SEC1 BenPIN BenPIN - 28 M58 N14 N15A SEC1 BenPIN BenPIN I_I - 28 M59 N6 N7 SEC1 - BenPIN BenPIN 1 28 M60 N7 N8 SEC1 BenPIN BenPIN - 28 M61 N8 N9 SEC1 BenPIN BenPIN - 28 M62 N9 NiO SEC1 BenPIN BenPIN I 28 M63 Ni N2 SEC1 BenPIN BenPIN - 28 M64 N2 N3 1 SEC1 BenPIN BenPIN - 28 M65 N3 N4 SEC1 BenPIN BenPIN - 28 M66 N4 N5 SEC1 BenPIN BenPIN - 28 M67 N13 N8 SEC2 8 M68 N41 N25 SEC2 - 6.5 M69 N42 N26 SEC2 BenPIN - 6.5 M70 N43 N27 SEC2 BenPIN - 6.5 M71 N44 N28 SEC2 6.5 M72 N45 N46 SEC1 - 4 M73 N46 N47 SEC1 4 M74 N47 N95 SEC1 - 4 M75 N48 N49 SEC1 4 M76 N49 N50 SEC1 - 4 I M77 N50 N96 SEC1 4 M78 N48 N45 SEC3 BenPIN BenPIN 8 M79 N49 N46 SEC3 BenPIN BenPIN 8 M80 N50 N47 SEC3 BenPIN BenPIN I 8 M81 N36 N65 • SEC2 I 8 M82 N37 N70 SEC2 M83 N38 N75 SEC2 I I 8 I M84 I N58 N86 SEC2 I I 8 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\W00D ROOF.r3d] Page 5 II Member Data (continued) Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length Rotate Set I-End J-End I-End J-End (degrees) (In) (In) (Ft) M85 N52 N85 I SEC2 8 M86 I N51 I N84 SEC2 8 M87 N35 N60 SEC2 I - 8 M88 N53 N83A SEC2 I ___ IVIOi I1413 IN!U Denrill Deririi'4 - 40 M90 N70 N65 SECI BenPIN BenPIN 28 M91 N65 N60 SEC1 BenPIN I BenPIN 28 M92 N76 N71 SEC1 BenPIN BenPIN M93 N71 - N66 SEC1 BenPIN BenPIN 28 M94 N66 N61 SEC1 BenPIN BenPIN 28 M95 N77 N72 SEC1 BenPIN BenPIN - 28 M96 N72 N67 SEC1 BenPIN BenPIN - 28 M97 N67 N62 SEC1 1 BenPIN BenPIN - 28 M98 N78 N73 SEC1_ BenPIN BenPIN - 28 M99 N73 N68 - SEC1 BenPIN BenPIN - 28 M100 N68 N63 SEC1 1 BenPIN I BenPIN - 28 M101 N79 N74 SEC1 I BenPIN BenPIN 28 M102 T N74 T N 6 9 SEC1_1 BenPIN BenPIN __ I_28 M103 N69 N64 SEC1 BenPIN BenPIN _I 28 M104 N83 N82 SEC1 BenPIN BenPIN - 28 M105 N82 N81 SEC1 BenPIN BenPIN 28 M106 N81 N80 SEC1 BenPIN BenPIN - 28 M107 N58 N52 SEC1 BenPIN BenPIN - 28 M108 N52 N51 j SEC1 BenPIN BenPIN I 28 M109 N51 N53 SEC1 BenPIN I BenPIN 28 M113 N60 N61 SEC2 8 M114 N61 N62 ____ SEC2 - 8 M115 N62 N63 SEC-2--F_____ M116 N63 N64 SEC2 - 8 M117 N64 N80 SEC2 L 8 - M118 N65 N66 SEC2 I 8 M119 N66 N67 SEC2 [_I 8 M120 N67 N68 SEC2 I 8 M121 N68 N69 SEC2 [ I 8 J M122 N69 N81 SEC2 I I 8 M123 N70 N71 SEC2 I 8 M124 N71 N72 SEC2 - 8 M125 N72 N73 SEC2 - 8 M126 N73 N74 SEC2 - 8 M127 N74 N82 SEC2 - 8 M128 N75 N76 SEC2 - 8 M129 N76 I N77 SEC2 M130 N77 N78 SEC2 I - 8 M131 N78 N79 SEC2 M132 _N79 N83 SEC2 I 8 I M133 N80 i N53 SEC2 I 8 M134 N81 N51 SEC2 - 8 M135 I N82 N52 SEC2 M136 N83 I N58 SEC2 - 8 M137 N83A N54 SEC2 l 1.5 M138 N84 N55 SEC2 1.5 M139 N85 N57 I SEC2 I I 1.5 M140 N86 N59 H SEC2 - 1.5 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\W00D ROOF.r3d] Page 6 I Member Data (continued) 50 Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length Rotate Set I-End J-End I-End J-End (degrees) (In) (In) (Ft) M138A N83A N84 - SEC1 TBenPIN BenPIN f 28 I M139A - N84 N85 SEC1 BenPIN BenPIN 28 - M140A N85 N86 SEC1 BenPIN BenPIN 28 _I M141 N60 N87 SEC1 BenPIN BenPIN - - -28 M142 N61 N88 I SEC1 BenPIN BenPIN 28 - M143 N62 N89 I SEC1 BenPIN 1 BenPIN 28 M144 N63 N90 SEC1 BenPIN - BenPIN M145 N64 I N91 SEC1 BenPIN BenPIN - -28 M146 N80 N92 1 SEC1 BenPIN BenPIN M147 N53 N93 SEC1 BenPIN BenPIN 28 M148 N83A N94 SEC1 BenPIN BenPIN 28 - M49 N34 N87 SEC2 8 - M150 N87 N88 SEC2 8 - M151 N88 N89 SEC2 8 M152 N89 N90 SEC2 8 - M153 N90 N91 SEC2 - 8 M154 N91 N92 SEC2 - 8 M155 N92 N93 SEC2 - 8 M156 N93 N94 SEC2 8 M157 N95 N96 SEC3 BenPIN BenPIN - 8 M158 N95 N32 SEC1 BenPIN M159 N96 N37 SEC1 BenPIN - 12 Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shape Label (In)A2 (in A4) (In A4) (In A4) Only Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) Ni 0 0 1 0 0 N2 28 0 0 0 N3 56 0 0 0 N4 84 0 0 0 N5 112 0 0 0 N6 0 0 8 0 N7 28 0 8 0 N8 56 0 I 8 0 N9 84 0 8 0 N10 112 0 8 0 Nil - 0 0 16 0 N12 28 0 16 0 N13 56 0 16 0 - N14 84 0 I 16 0 N15A 112 0 16 0 N15 0 0 1 24 0 N16 28 - 24 -0 0 N17 56 0 1 24 0 INiö Z54 U U N20A 112 0 24 0 RISA-31D Version 4 [C:\PAUL\7886MeI1osGriot\W00D ROOF.r3d] Page 7 I LI 1 I I I I I I I E n LI -I I I LI I Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) N19 I N20 I 0 28 0 I 0 32 32 0 0 N21 56 0 32 0 N22 84 0 32 0 N23 112 0 32 0 N24 1 0 I 0 40 i 0 1 N25 28 0 40 1 0 N26 56 1 0 40 0 N27 84 0 40 0 N28 112 ,0 40 0 N29 - 0 - 0 48 0 N30 28 0 48 0 N31 56 I 0 48 0 N32 84 0 48 0 N33 112 0 1 48 0 N34 0 I 0 1 56 0 N35 28 0 56 0 N36 56 0 56 0 N37 84 0 56 0 N38 112 1 0 56 0 N41 28 0 46.5 - 0 N42 56 _1 0 46:5 0 N43 --84 I 0 46.5 0 N44 112 I 0 46.5 0 N45 60 I 0 48 0 N46 64 0 48 0 N47 - 68 0 48 0 N48 60 0 56 0 N49 64 I 0 56 0 N50 68 0 56 0 N51 56 0 112 - 0 N52 84 0 112 0 N53 - 28 0 112 - 0 N54 28 0 121.5 0. N55 56 0 121.5 0 N57 84 0 121.5 0 N58 112 0 112 0 N59 112 0 121.5 0 N60 28 0 64 0 N61 28 0 72 0 N62 28 0 80 0 N63 28 0 88 0 N64 28 0 96 0 N65 56 0 64 0 I N66 56 0 72 0 N67 56 0 80 0 N68 56 0 88 0 N69 56 I 0 96 0 N70 _84 1 0 64 0 N71 84 0 I 72 0 N72 84 0 80 0 N73 84 0 88 0 N74 84 0 96 0 N75 112 0 I 64 0 RISA-3D Version 4 [C:\PAUL\7886MelIosGriot\WOOD ROOFr3d] Page 8 El n I I I n i I I I I I I I 1 Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) N76 112 0 72 0 N77 I 112 0 80 0 N78 112 0 88 0 N79 1 112 0 96 0 N80 I 28 0 104 0 N81 1 56 0 104 0 N82 84 0 104 0 N83 112 0 104 0 N83A 28 0 120 0 N84 56 0 120 0 - N85 84 0 _120 0 N86 112 0 I 120 0 N87 0 0 _64 0 N88 0 0 I 72 0 N89 0 0 80 I 0 N90 0 0 88 0 N91 0 0 i 96 0 N92 0 0 104 .0 -.N93 0 0 112 0 N94 0 0 120 0 N95 72 0 _48 0 N96 72 0 _56 0: I Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (K/in) (K/in) (K/in) (K-ftlrad) (K-ft/rad) (K-ftlrad) N34 Reaction Reaction -- Reaction Reaction Ni 1 Reaction Reaction Reaction N35 I Reaction Reaction Reaction Reaction N2 Reaction Reaction Reaction N36 Reaction Reaction Reaction I Reaction N37 Reaction Reaction Reaction Reaction N38 Reaction Reaction Reaction Reaction N5 Reaction Reaction Reaction N3 Reaction Reaction Reaction N4 Reaction Reaction Reaction N29 Reaction N24 Reaction N19 I Reaction N15 Reaction Nil Reaction N6 Reaction N41 Reaction N44 Reaction N53 Reaction Reaction Reaction N51 Reaction Reaction 1 Reaction N52 Reaction Reaction Reaction - N58 Reaction Reaction I Reaction N87 Reaction N88 Reaction 1 N89 Reaction N90 Reaction N91 Reaction N92 Reaction RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 9 I I 1 I I 1 I I I Ij I I [1 I I Joint Coordinates (continued) 3 3 Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (K/in) (K/in) (K/in) (K-ft/rad) (K-ft/rad) (K-ft/rad) P N93 Reaction N94 Reaction I Member Distributed Loads, Categoiy: DL, BLC 1: D Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M39 N29 N30 UNIFORM .08 M63 Ni N2. UNIFORM .08 M59 N6 N7 UNIFORM .08 M55 Nil N12 UNIFORM .08 M51 - - M47 N15 N19 N16 N20 UNIFORM UNIFORM .08 .08 M43 N24 N25 UNIFORM .08 M35 N34 N35 UNIFORM .08 M64 -N2 N3 UNIFORM .. .08 M60 N7 N8 UNIFORM .08 1 M56 N12 - N13 UNIFORM .08 M52 N16 N17 UNIFORM .08 M48 N20 N21 UNIFORM .08 M44 N25 N26 UNIFORM .08 M40 N30 N31 UNIFORM - .08 M36 N35 N36 UNIFORM .08 M65 N3 N4 UNIFORM .08 - M61 i NB N9 UNIFORM -.08 M57 N13 N14 UNIFORM .08 M53 N17 N18 UNIFORM 1 .08 M49 N21 N22 UNIFORM .08 M45 i N26 N27 UNIFORM .08 M41 N31 N45 UNIFORM .08 M37 N36 N48 .UNIFORM .08 M66 N4 N5 UNIFORM .08 M62 N9 N10 UNIFORM .08 M58 N14 N15A UNIFORM .08 M54 N18 N20A UNIFORM .08 M50 N22 .N23 UNIFORM .08 M46 N27 I N28 UNIFORM 1 .08 M42 N32 N33 UNIFORM .08 M38 N37 I N38 UNIFORM .08 M72 N45 : N46 UNIFORM .08 M73 N46 N47 UNIFORM .08 M74 N47 N95 UNIFORM .08 M75 N48 N49 UNIFORM .08 M76 N49 N50 UNIFORM .08 M77 N50 N96 UNIFORM .08 M91 N65 N60 UNIFORM .08 M94 N66 N61 UNIFORM .08 M97 N67 N62 UNIFORM - .08 MlOO _N68 N63 UNIFORM .08 1 M103 N69 N64 UNIFORM .08 M106 _N81 N80 UNIFORM - .08 M109 _N51 N53 UNIFORM .08 M90 _N70 N65 UNIFORM .08 M93 _N71 N66 UNIFORM 1 .08 M96 _N72 N67 UNIFORM 1 .08 M99 N73 _N68 _UNIFORM .08 RISA-31D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 10 I I I I I I I I I I I I I Member Distributed Loads, Category: DL, BLC I (continued) Member Label I joint J Joint Load Pattern Label Pattern Multiplier M102 i N74 N69 UNIFORM .08 M105 N82 N81 UNIFORM .08 M108 N52 N51 I UNIFORM. .08 M89 N75 N70 UNIFORM .08 M92 N76 N71 UNIFORM .08 M95 N77 N72 UNIFORM .08 M98 N78 N73 UNIFORM .08 M101 N79 N74 UNIFORM .08 M104 N83 I N82 UNIFORM .08 M107 N58 N52 UNIFORM .08 M138A N83A N84 UNIFORM .04 M139A N84 N85 UNIFORM .04 M140A N85 N86 UNIFORM .04 M141 N60 N87 UNIFORM .08 M142 N61 N88 UNIFORM .08 M143 N62 N89 UNIFORM .08 M144 N63 N90 UNIFORM .08 M145 M146 N64 N80 N91 N92 UNIFORM UNIFORM .08 .08 M147 N53 N93 UNIFORM .08 M148 N83A N94 UNIFORM .04 M158 N95 N32 - UNIFORM .08 M159 N96 N37 . UNIFORM .08 I Member Distributed Loads, Category: LL, BLC 2: L Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M63 Ni N2 - UNIFORM .096 M59 .N6 N7 UNIFORM .096 M55 Nil N12 UNIFORM .096 M51 N15 N16 UNIFORM .096 M47 N19 N20 UNIFORM .096 M43 N24 N25 UNIFORM .096 M39 N29 N30 UNIFORM .096 M35 N34 N35 UNIFORM .096 M64 N2 N3 UNIFORM .096 M60 N7 N8 UNIFORM .096 M56 N12 N13 UNIFORM .096 M52 .N16 N17 UNIFORM .096 M48 N20 N21 UNIFORM .096 M44 N25 N26 UNIFORM .096 M40 N30 N31 UNIFORM .096 M36 N35 N36 UNIFORM .096 IM65 N3 N4 UNIFORM .096 M61 N8 N9 UNIFORM .096 M57 N13 N14 UNIFORM .096 M53 Ni7 N18 UNIFORM .096 -M49 N21 N22 - UNIFORM .096 M45 N26 N27 UNIFORM .096 M41 N31 N45 UNIFORM .096 M37 N36 N48 UNIFORM .096 M66 . N4 N5 UNIFORM .096 M62 N9 N10 UNIFORM .096 I M58 N14 N15A UNIFORM .096 M54 i N18 N20A UNIFORM .096 I M50 N22 N23 UNIFORM .096 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 11 I Member Distributed Loads, Category: LL, BLC 2 (continued) Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M46 N27 N28 UNIFORM I .096 M42 N32 - N33 UNIFORM .096 M38 N37 N38 UNIFORM .096 I M72 N45 N46 UNIFORM UNIFORM .096 .096 - M73 N46 N47 M74 i N47 N95 UNIFORM .096 M75 i N48 - N49 UNIFORM .096 M76 N49 N50 UNIFORM i .096 M77 N50 N96 UNIFORM 1 .096 M107 N58 N52 UNIFORM 1 .096 M104 N83 N82 UNIFORM .096 M10I N79 N74 UNIFORM .096 M98 N78 N73 UNIFORM .096 M95 N77 N72 UNIFORM .096 M92 N76 N71 F UNIFORM .096 M89 N75 N70 UNIFORM .096 M90 N70 N65 I__.UNIFORM .096 M93 N71 N66 UNIFORM .096 M96 N72 N67 F UNIFORM :096 M99 N73 N68 UNIFORM .096 M102.. N74 N69 I UNIFORM .096 M105 N82 N81 UNIFORM .096 M1.08 N52 N51 UNIFORM .096 M109 N51 N53 I UNIFORM .096 M106 N81 N80_I_UNIFORM .096 M103 N69 N64 UNIFORM .096 MIOO N68 N63 _I UNIFORM .096 M97 N67 N62 UNIFORM .096 M94 N66 N61 I._UNIFORM .096 M91 N65 N60 UNIFORM .096 M138A N83A N84 _I UNIFORM .05 M139A N84 N85 UNIFORM .05 M140A N85 N86 UNIFORM .05 M147 N53 N93 UNIFORM .096 M146 N80 N92 UNIFORM .096 M145 N64 N91 UNIFORM .096 M144 N63 N90 UNIFORM .096 M143 N62 N89 UNIFORM .096 M142 N61 N88 _UNIFORM .096 M141 N60 N87 UNIFORM .096 M148 N83A N94 UNIFORM .05 M158 N95 N32 UNIFORM .096 M159 N96 N37 UNIFORM .096 U Joint Loads/Enforced Displacements, Category : DL, BLC 1: D ' Joint Label [L]oad or Direction Magnitude [D)isplacement (K,K-It, In, rad) N54 L Y -4.8 N55 L I Y -4.8 N57 L Y -4.8 N59 L Y -4.8 I RISA-31D Version 4 [C:\PAUL\7886MeIIosGriot\W000 ROOF.r3d] Page 12 I I Joint Loads/Enforced Displacements, Category: LL, BLC 2: L Joint Label [L]oad or Direction Magnitude I [D]isplacement (K, K-fl, In, rad) N54 L Y 1 : N55 57 I I N57 L Y -5.7 N59 L Y -5.7 I Member Point Loads, Category: DL, BLC 1: D I Member Label I Joint J Joint Direction Magnitude Location (K,K-ft) (Ft or%) M78 N48 N45 Y -.678 4 M79 N49 N46 Y -.678 1 4 M80 N50 N47 Y -.51 4 M44 N25 N26 Y -.32 12 M44 N25 N26 Y -.31 i 20 M157 N95 N96 Y -.51 1 4 Basic Load Case Data BLC No. Basic Load Case Category Category Load Type Totals Description Code Description Nodal Point Distributed Surface 1 D I DL Dead Load 1 4 I 6 72 2 I L LL. I Live Load 4 I I 72 Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 D+L I ! I 1 1.251 Y 1 -1 1 DL 1 1 LL 1 - I Member NDS Code Checks, LC I : D+L Member Label Code Chk Loc Shear Chk Loc Dir Fc' Ft' Fbi' Fb2' Fv' Eqn • (Ft) (Ft) (Ksi) (Ksi) (Ksi) (Ksi) Ml 0.002 0 0.001 0 y_1 0.824 1 1.375 2.152 1 2.152 111.037 3.9-3 M2 0.002 8 0.001 8 - 0.824 1- .375 2.152 1 -2.152 1.037 3:9-3 M3 0.002 8 0.001 8 y_ 0.824 '_ .375 2.152 2.152 _1.037 3.9-3 M4 0.002 8 0.001 8 y_ 0.824 _1.375 2.152 I 2.152 1_1.037 3.9-3 M5 0.001 0 i 0.001 0 y 0.824 _1.375 2.152 I 2.152 I_.1.037 1 3.9-3 M6 0.002 1 0 1 0.001 1 0 _y_ 0.824 _1.375 2.152 J 2.152 _1.037 3.9-3 M7 0.002 1 0 0.002 1 0 y_ 0.824 _1.375 2.152 2.152 _1.037 3.9-3 M8 0.847 1 0 0.02 1 0 _y_ 0.824 _1.375 2.152 2.152 1.037 3.9-3 M9 0.728 1 1.5 0.012 1 1.5 y_ 0.904 _1.375 2.152 2.152 _1.037 3.9-3 M10 0.341 8 0.067 0 j 0.824 _1.375 1 2.152 2.152 _1.037 Mil 1 0.597 1. 8 0.036 1 0 .j 0.824 _1.375 2.152 2.152 1.037 3.9-3 M12 1 0.625 1 8 0.005 0 y_ 0.824 _1.375 2.152 2.152 1_1.037 3.9-3 I M13 0.625 1 0 0.028 8 _y_I 0.824 _1.375 2.152 2.152 _1.037 3.9-3 M14 0.426 0 0.059 8 iLl 0.824 1.375 2.152 2.152 1.037 3.9-3 M15 0.975 1 0 0.118 0 _y_ 0.824 1.375 2.152 2.152 _1.037 3.9-3 M16 0.114 - 0 0.083 0 1_y_ 0.904 1.375 2.152 2.152 _1.037 3.9-3 M17 0.842 8 J 0.05 0 y 0.824 i 1.375 2.152 2.152 _1.037 3.9-3 M18 0.972 8 1 0.019 0 i y 0.824 1.375 2.152 1 2.152 _1.037 3.9-3 M19 0.972 , 0 - 0.014 8 y. 0.824 1.375 2.152 1 2.152 11.037 3.9-3 M20 1 0.551 Oli 0.076 1 8 l y 1 0.824 1 1.375 2.152 1 2.152 1.037 3.9-3 M21 0.944 0 0.114 1 0 y 0.824 1.375 2.152 2.152 1.037 3.9-3 M22 I 0. 11111 0 1 0.081 1 0 y 0.904 1.375 2.152 2.152 1.037 I 3.9-3 M23 0.834 1 8 0.05 0 y 0.824 1.375 2.152 1 2.152 1.037 3.9-3 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r31] Page 13 I '+ U.UU' Li y u.oi Z. 10 L.!Q I.U.)( JVIILi U. 0015 M76 I 0.684 4 0.032 0 0.837 _1.375 2.75 I 2.75 117I 3.9-3 M77 0.687 1.222 0.015 ' 4 'y 0.837 _1.375 2.75 2.75 1.037 I 393 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 14 31 Member NDS Code Checks, LC I : D+L, (continued) Member Label Code Chk Loc Shear Chk Loc Dir Fc Ft Fbi Fb2 Fv Eqn (Ft) (Ft) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) M24 0.965 8 0.019 0 I 0.824 I1.375 2.152 2.152 I 1.037 3.9-3 M25 0.965 0 0.014 8 y 0.824 1.375 2.152 2.152 1.037 3.9-3 M26 0.871 0 0.045 8 0.824 1.375 2.152 2.152 1 3.9-3 _1.037 M27 0.549 0 0.076 8 : 0.824 1.375 2.152 2.152 1.037 3.9-3 M28 0.373 8 0.003 8 i 1 0.824 1.375 2152 2.152 1.037 3.9-3 M29 0.397 1.5 0.018 1.5 0.904 1.375 2.152 2.152 1.037 ' 3.9-3 M30 0.177 8 0.037 0 0.824 1.375 2.152' 2.152 3.9-3 _1.037 M31 0.317 8 0.02 0 0.824 1.375 2.152 2.152 1.037 3.9-3 M32 0.334 8 0.004 0 1 0.824 _1.375 2.152 1.037 3.9-3 .2.152 M33 0.334 0 0.015 8 y 0.824 1.375 2.152 2.152 1.037 3.9-3 M34 1 0.228 0 0.032 8 y 0.824 1.375 2.152 2.152 1.0371 3.9-3 M35 0.527 14 0.083 0 0.058 _y _1.375 2.742 2.75 1.037_- 3.9-3 M36 0.527 14 0.073 0 1 y 0.058 _1.375 2.742 2.75 1.037I 3.9-3 M37 0.356 4 0.082 0 y 0.837 1.375 2.75 2.75 . 1.037_. 3.9-3 M38 0.527 14 0.061 0 I y 0.058 _1.375 2.742 2.75 _1.037__1 M39 0.527 14 0.074 0 0.058 _y 1.375 2.742 2.75 3.9-3 _1.037 M40 0.527 14 0.062 0 0.058 _y _1.375 2.742 2.75 1.037 3.9-3 M41 0.355 4 0.083 0 y 0.837 _1.375 2.75 2.75 .037 - 3.9-3 M42 0.527 14 0.065 0 y 0.058 _1.375 2.742 2.75 _1.037 3.9-3 M43 0.527 14 0.098 0 '_y 0.058 1.375 2.742 2.75 .037. - 3.9-3 M44 0.617 14 0.108 28 y 0.058 _1.375 2.742 2.75 .037 - 3.9-3 I M45 0.527 14 0.059 0 y 0.058 _1.375 2.742 2.75 .037 - 3.9-3 I M46 '0.527 14 0.118 0 y 0.058 _t375 2.742 2.75 .037 - -d 3.9-3 M47 0.527 14 0.093 0 y 0.058 _1.375 2.742 2.75 ;_1.037 3.9-3 M48 0.527 14 1_0.072 0 y 0.058 _1.375 2.742 2.75 1_1.037 3.913 M49 0.527 14 0.06 0 y 0.058 _1.375 2.742 2.75 _1.037 3.9-3 M50 0.527 0.088 0 y 0.058 _1.375 2.742 2.75 _17_ 3.9-3 M51 0.527 14 0.07 0 0.058 ,y _1.375 2.742 2.75 _3.9-3 _1.037 M52 0.527 1 0.068 0 0.058 _14 _y _1 375 2.742 2.75 I 3.9-3 _1.037 M53 0.527 1410.06 0 0.058 _y _t375 2.742 2.75 _3.9-3 _1.037 M54 0.527 _0.062 0 0.058 _14 _y _1.375 2.742 2.75 3.9-3 _1.037 M55 0.527 0.078 0 y 0.058 _14 _1.375 2.742 2.75 _3.9-3 _1.037 M56 0.527 14 I 0.084 0 y 0.058 _1.375 2.742 2.75 3.9-3 _137 I M57 0.527 14 0.06 0 y 0.058 _1.375 2.742 2.75 3.9-3 _1.037 M58 7-1,14 _0.092 I 0 0.058 _y _1.375 2.742 2.75 I 3.9-3 _1.037 M59 0.527 14 _0.104 :_0 0.058 _y 1.375 2.742 2.75 1.037_ 3.9-3 M60 0.527 14 I 0.093 I 0 _y 0.058 _1.375 2.742 2.75 t037_ 3.9-3 M61 0.527 14 _0.061 0 y 0.058 _1.375 2.742 2.75 1.037_ 3.9-3 M62 0.527 14 __0.113 0 .j. 0.058 _1.375 2.742 2.75 1.037 3.9-3 M63 0.527 14 0.115 0 y.. 0.058 _1.375 2.742 2.75 1.037 3.9-3 M64 0.527 14 0.096 0 y 0.058 _1.375 2.742 2.75 1.037 3.9-3 M65 0.527 14 0.061 0 y 0.058 _1.375 2.742 I2.75 _1.037 3.9-3 M66 0.527 14 0.12 0 y 0.058 _1.375 2.742 1 2.75 _1.037 M67 0.876 0 0.045 8 y 0.824 _1.375 2.152 !2.152 _10 7_ 3.9-3 M68 0.728 0 0.099 0 y 0.856 _1.375 2.1521 2.152 _10 7_ 3.9-3 M69 0.486 6.5 0.082 0 _y 0.856 1.375 2152 2.152 1.037_ 3.9-3 M70 0.476 6.5 0.081 0 _y 0.856 2.152 _1.375 2.152 _17_ 3.9-3 M71 _0.397 0 0.053 0 _y 0.856 1.375 _2.152 2.152 1.037_ 3.9-3 M72 0.583 4 0.057 0 1 y 0.837 1.375 _2.75 2.75 t037 3.9- M73 0.684 4 _0.032 0:_y 0.837 1.375 _2.75 I 2.75 1.037 3.9-3 M74 1 0.688 1.111 I 0.016 4 1 y 0.837 2.75 1 _t375 2.75 1.037 3.9-3 .. .4 r7 Member NDS Code Checks, LC I: D+L, (continued) Member Label Code Chk Loc Shear Chk Loc Dir Fc Ft FbI' Fb2 Fv Eqn - - (Ft) (Ft) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) M78 1 0.408 i 4 0.172 0 y 0.956 11.031 1.5 1.5 0.106 M79 0.408 4 0.172 0 j' 0.956 1.5 1.5 _1.031 0.106 3.9-3 M80 0.311 4 0.141 0 y 0.956 1 1.5 1.5 _1.031 _0.106 M81 0.974 0 0.101 0 0.824 1.375 2.152 2.152 _y_ 1.037 3.9-3 M82 0.944 0 0.1 0 0.824 2.152 2.152 _y_ _1.375 _1.037 3.9-3 M83 0.36 0 0.047 0 y 0.824 1.375 2.152 2.152 _1.037 3.9-3 M84 0.567 0 0.068 0 y 0.889 2.152 2.152 _1.375 _1.037 3.9-3 M85 0.625 0 0.075 0 iL 0.889 1.375 2.152 2.152 1.037 3.9-3 M86 I 0.624 0 0.075 0 y 0.889 2.152 2.152 _1.375 _1.037 3.9-3 M87 0.848 0 0.098 0 _y_ 0.824 1.375 2.152 2.152 _1.037 3.9-3 M88 I 0.625 0 0.075 0 _y_ 0.889 1.375 2.152 2.152 _1.037 3.9-3 M89 0.527 14 0.08 0 _y 0.058 2.742 10 2.75 1.037 3.9-3 _1.375 M90 1 0.527 14 0.061 0 _y_ 0.058 1.375 1 2.742 2.75 3.9-3 _1.037 M91 0.527 14_ 0.068 0 _y 0.058 2.742 2.75 3.9-3 _1.375 _1.037 M92 0.527 _14_ 0.083 0 _y_ 0.058 2.742 _1.375 2.75 .1.037 3.9-3 M93 0.527 14 0.06 0 _y_ 0.058 2.742 _1.375 2.75 1.037 3.9-3 M94 I 0.527 14 0.063 0 .y_ 0.058 2.742 _1.375 2.75 _1.037 3.9-3 L_M95 - 0.527 14 0.074 0 y_ 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M96 0.527 14 0.059 0 _y_ 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M97 0.527 14 0.059 0 _y_1 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M98 0.527 14 0.06 0 y 0.058 2.742 _1.375 1 2.75 _1.037 3.9-3 M99 0.527 14 0.06 0 .y 0.058 1.375 2.742 2.75 _1.037 3.9-3 M100 0.527 14 0.062 0 j 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M101 0.527 14 0.076 0 y 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M102 0.527 1 14 0.06 0 y 0.058 2.742 _1.375 2.75 _1.037 M103 0.527 14 0.064 0 j 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M104 0.527 .14 0.088 0 .y 0;058 1 2.742 _1.375 2.75 _1.037 3.93 M105 0.527 14 0.061 0 y 0.058 1 2.742 _1.375 2.75 _1.037 3.9-3 M106 0.527 14 0.066 0 .y 0.058 2.742 _1.375 2.75 _1.037 3.9-3 M107 0.527 14 0.091 0 .y 0.058 2.742 _1375 2.75 _1.037 3.9-3 M108 0.527 14 0.061 0 .y 0.058 2.742 _1.375 2.75 _1.037 M109 0.527 14 0.066 I 0 y 0.058 ._1.375 2.742 275 _1.037 3.9-3 M113 I 0.351 8 1 0.067 1 0 y .0.824 1.375 2.152 2.152 _1.037 3.9-3 M114 I 0.609 8 0.036 0 y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M115 0.641 8 . 0.005 0 j 0.824 1.375 2.152 2.152 _1.037 3.9-3 M116 0.641 0 0.028 8 .y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M117 0.446 0 0.059 8 j 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M11_ 0.263 8 0.07 0 y 0.824 1.375 2.152 2.152 _1.037 3.9-3 M119 0.541 8 0.039 0. y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M120 0.591 8 1 0.008 0 y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M121 0.591 0 0.025 8 y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M122 0.413 0 0.056 8 y 0.824 2.152 1 _1.375 2.152 1_1.037 3.9-3 M123 0.284 8 0.069 0 y 0.824 1.375 2.152 2.152 _1.037 3.9-3 M124 0.556 1. 8 0.038 0 y 0.824 2.152 _1.375 2.152 _1.037 3.9-3 M125 0.601 8 0.007 0 j 1 0.824 1.375 2.152 2.152 _1.037 3.9-3 M126 0.601 0 0.026 8 y 0.824 _1.375 2.152 2.152 _1.037 3.9-3 M127 0.42 0 0.057 8 j 0.8241.375 2.152 2.152 _1.037 3.9-3 M128 0.191 8 0.03 0 .y 0.8241.375 i 2.152 2.152 _1.037 3.9-3 M129 0.285 8 0.014 0 y 0.824 _1.375 2.152 2.152 _1.037 M130 0.285 0 I 0.005 8 y 0.824 _1.375 2.152 2.1521.037 3.9-3 M131 0.256 0 0.022 i 8 .y 0.824 _1.375 2.152 2.152 I 1.037 3.9-3 I M132 1 0.17 8 _0.038 11 8 i 0.8241.375 2.152 .y 1 2.152 _1.037 .3.9-3 M133 i 0.626 8 I0.09 8 j 0.8241.375 2.152 2.152 I 1.037 I3.9-3 M134 0.624 _8 I 0.087 8 y 0.8241.375 2.152 2.152 I 1.037 _3.9-3 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 15 I Member NDS Code Checks, LC I: D+L, (continued) Member Label Code Chk Loc Shear Chk Loc Dir (Ft) Fc (Ksi) Ft (Ksi) Fbi (Ksi) Fb2 (Ksi) Fv' (Ksi) Eqn I (Ft) I M135 0.626 I 8 0.088 8 i y 0.824 _1.375 1 2.152 I 2.152 111.037_3.9-3 I M136 0.566 I 8 0.055 8 _y 0.824 _l.375 2.152 2.152 _1.037_- 3.9-3 M137 0.079 I 0 1 0.058 0 y 0.904 _1.375 2.152 2.152 1.037 3.9-3 I M138 0.079 0 0.058 0 y 0.904 _1.375 2.152 1 2.152:1.037 3.9-3 M139 1 0.079 i 0 0.058 0 _y 0.904 1 1.375 2.152 1 2.152 I 1.037 3.9-3 M140 0.079 . 0 0.058 0 1 y 0.904 1 1.375 2.152 1 2.152 1.037 3.9-3 M138A 0.287 140.039 0 _y 0.058 1.375 2.742 2.75 _1.037 3.9-3 M139A I 0.287 14 11 0.034 0 _y 0.058 1.375 2.742 2.75 1.037 3.9-3 M140A 0.287 14 0.063 0 _y 0.058 1.375 2.742 2.75J1.037 3.9-3 M141 0.527 14 0.107 0 y 0.058 _1.375 2.742 2.75 _1.037 3.9-3 I M142 0.527 14 0.101 0 _y 0.058 1.375 2.742 2.75 1.037 3.9-3 M143 0.527 _14 0.078 0 0.058 _1.375 2.742 2.75 _1.037 3.9-3 M144 0.527 _14 0.072 0 _y 0.058 1.375 I 2.742 2.75 _1.037 3.9-3 M145 0.527 14 0.099 -0 _y 0.058 1.375 I 2.742 2.75 1.037 i 3.9-3 I M146 0.527 14 0.11 0 1 y 0.058 _l.375 I 2.742 2.75 1.037 3.9-3 M147 0527 14 n fl v 0 ftR I 9 749 9 7 I 0V7 1 Q- M148 0:287 14 0.051 0 y 0.058 Ii .375 2:742 2.75 1.037 3.9-31 M149 0.002 8 0.001 8 _y_ 0.824 _1.375 2.152 2.152 1.037 3.9-3 M150 0002 8 0.001 8 _y_ 0.824 _1.375 2.152 2.152 1.037 3.93 M151 0.002 8 0.001 8 y_ 0.824 _1.375 2.152 2.152 1.037 3.9-3 M152 I 0.001 8 0.001 8 _y_ 0.824 1.375 2.152 2.152j 1.037 3.9-3 M153 I 0.002 0 0.001 0 i_y_ 0.824 1.375 2.152 2.152 1.037 3.9-3 M154 0.0.02 0 0.001 0 iL 0.824. _1.375 2.152 2.152 1.037 3.9-3 M155 0.002 0 0.001 I 0 _y_ 0.824 1.375 2.152 2.152 1.037 1 3.9-3 1M156. 0.002 0-7-0.001 0 _y_ 0.824 _1.375 2.152 2.152 1.037 1 3.9-3 M157 0.311 4 0.142 _8 _y_ 0.956 1.031 1.5 1.5 0.106 1 3.9-3 M158 0.668 1 0 1 0.073 _12 1_y_1 0.291 _. 1.375 2.742 2.75 1.037 3.9-3 M159 0.667 0 0.072 _12 _y 1 0.291 1.375 2.742 2.75 1 1.037 3.9-3 Member Section Forces, LC I : D+L 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) 3 0 -0.024 0 U - -U.if U 5 0 -0.23 0 0 U 0 0 U 0 -0.142 0.009 0.366 M4 1 0 0.192 0 0 0 0.205 I 2 0 0.089 0 3 1 0 -0.015 0 4 0 -0.118 0 5 0 -0.221 0 0 0 -0.076 0 0 -0.149 0 0 -0.017 0 0 0.323 I _1 M5 _0 _0.211 0 0 0 0.271 0 RISA-3D Version 4 [C:\PAUL\7886MeIlosGriot\WOOD ROOF.r3d] Page 16 1 I H 1 Li H P H H Ml _1 0 1 0.209 I 0 0 1 0 0.308 2 0 I 0.106 0 0 0 -0.007 3 - 0 0.002 0 0 0 - -0.115 4 -0 -0.101 0 0 - 0 -0.017 5 0 -0.204 0 - 0 0 0.288 M2 1 0 0.189 0 0 0 0.217 2 0 0.085 0 0 0 -0.057 3 0 -0.018 0 0 0 -0.124 4 0 -0.121 0 0 0 0.016 5 0 -0.225 0 . 0 0 0.362 M3 1 0 0.183 I 0 0 -0 0.177 2 0 -0.08 I 0 0 0 -0.086 Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z - - (K) (K) (K) (K-It) (K-It) (K-It) 3 4 5 0 0 0 0.005 0 0 0 1-0.161 -0.099 0 0 0 -0.067 -0.202 0 0 0 0.233 M6 1 0 0.214 0 0 0 0.324 2 0 0.111 0 0 0 -0.001 i 3 0 0.008 0 0 0 -0.12 4 5 0 0 -0.096 0 0 0 -0.032 -0.199 0 0 0 0.263 M7 1 0 0.299 0 0 0 0.477 -. 2 0 0.196 0 0 0 -0.018 3 L_4 0 0 0.093 0 0 0 -0.307 -0.011 0 0 0 - -0.389 5 0 -0.114 0 0 0 -0.264 M8 1 0 3.612 0 0 0 169.646 2 3 0 0 3.508 0 0 0 162.526 3.405 1 0 0 0 155.613 4 5 0 0 3.302 0 0 0 148.906 I 3.198 0 0 0 142.406 M9 1 0 -2.081 0 0 0 142.465 2 ' 0 -2.1 0 0 - 0 143.249 3 0 -2.119 0 0 0 144.04 4 1 0 -2.139 J 0 0 0 144.839 0 -2.158 0 0 01 145.644 M10 1 0 12.305 0 0 - 0 28.485 2 0 12.202 0 0 0 3.978 3 4 5 0 0 0 12.099 0 0 0 -20.323 11.995 0 0 0 -44.417 11.892 0 0 0 -68.304 Mil 1 0 6.613 0 0I 0 -68.202 2 0 6.51 0 0 0 -81.325 :0 6.406 0 0 - 0 -94.241 0 6.303 0 0 0 11 -106.95 5 0 6.2 0 0 0 -119.453 M12 1 0 0.921 0 0 0 j 7119.359 2 0 1 0.817 0 0 0 I-121.097 3 4 0 0 0.714 0 0 0 -122.628 0.611 0 0 0 -123.953 5 0 0.507 0 0 0 -125.071 M13 1 0 -4.772 1 0 0 0 -125.046 2 0 -4.875 0 0 0 -115.4 3 4 0 0 -4.978 1 0 0 0 -105.547 -5.082 1 0 0 0 1 -95.487 5 1 0 -5.185 0 0 0 -85.22 M14 1 0 -10.464 0 0 0 -85:275 2 0 -10.567 0 0 0 -64.244 3 4 0 0 -10.671 0 0 0 -43.006 -10.774 1 0 I 0 0 -21.561 5 0 -10.877 0 0 0 0.09 MiS 1 0 21.759 0 0 0 195.134 I 2 0 21.655 0 0 0 151.72 3 0 21.552 0 0 0 108.512 I 4 0 21.449 0 5 0 21.345 0 - 0 - 0 0 65.512 0 22.717 M16 I 0 15.205 0 I 0 0 22.749 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 17 I Member Section Forces, LC I : D+L, (continued) "k Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-fl) -- - (K-fl) - (K-ft) - 2 0 15.185 0 0 0 [ 17.051 3 0 15.166 0 0 0 11.36 4 0 15.146 0 0 0 5.676 5 0 . 15.127 0 0 0 0 M17 1 0 9.154 0 0 0 -97.043 2 0 9.05 0 - - 0 0 - -115.247 3 i 0 8.947 - 0 0 0 -133.245 4 0 - 8.844 0 0 0 -151.036 5 I 0 8.74 0 0 0 -168.62 M18 1 I 0 3.461 0 0 0 -68.562 2 I 0 3.358 0 0 0 -175.382 3 I 0 3.255 0 0 0 -181.995 4 I 0 3.151 1 0 0 0 -1 88.401 5-1 0 1 3.048 0 0 1 0 -194.601 M19 1 0 -2.231 _0 0 0 -194.647 2 0 i-2.334 0 0 0 -1 90.082 3 0 -2.437 0 0 0 1 -1 85.311 4 0 -2.541 0 0 0 1 -1 80.332 5 0 I -2.644 0 0 0 1 -175.147 M20 . 1 0 -13.615 0 0 0 -110.396 0 -13.719 0 0 0 -83.062 3 0 -13.822 0 0 0 -55.521 4 ... 0 -13.925 0 0 . 0 -2.7.773 5 0 -14:029 0 .0 0 0.181 M21 1 0 21.032 0 0 0 188.881 JI - 2 i 0 20.929 0 0 0 146.92 3 0 20.826 0 - 0 0 105.165 4 0 20.722 0 0 0 63.618 5 I 0 20.619 0 0 0 22.277 M22 1I •0 14.896 0 .0 . 0 22.286 2.I •0 14.877 0 0 0 16.704 3 I 0 14.857 0 0 0 11.128 4 ..0 14.838 0 0 0 5.561 .0 14.819 0 0 0 0 L...._ M23 1 0 0 -9.204 0 0 -94.95 - 2 0 9.1 0 0 0 -113.254 3 0 8.997 0 0 0 -131.352 4 0 - 8.894 0 0 0 -149.243 5 0 8.79 0 0 0 -166.927 M24 1 0 3.512 0 0 0 -166.787 2 0 . 3.408 0 0 0 -173.707 3 0 3.305 0 0 0 -180.42 4 0 5. 0 3.201 0 0 0 -86.926 3.098 0 0 0 -193.226 M25 1 0 --2.181 0 0 0 -193.237 2 . 0 0 .-2.284 0 0 -188.772_- 3 0 -2.387 -0 0 0 -184.1 4 0 -2.491 0 0 0 -179.222 5 0 -2.594 0 0 0 -174.137 M26 1 0 -7.873 0 0 0 -174.285 2 0 -7.976 0 0 0 -158.435 3 0 -8.08 0 0 0 -142.379 4 0 -8.183 0 0 0 -126.116 5 0 -8.286 0 0 0 -109.647 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 18 II 42, Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K-if) (K-ft) (K-if) M27 1 (K) 0 -13.565 1 0 0 0 -109.893 7 - -1 Q I fl 1) 1n .. q 3 4 0 -- 0 -13.772 -13.875 0 0 I 0 1 0 0 0 -55.218 -27.571 5 0 -13.979 0 I 0 0 0.283 M28 1 0 -0.108 0 I 0 0 72.11 2 0 -0.212 0 0 0 72.43 3 0 -0.315 0 I 0 0 72.956 4 0 -0.418 0 0 0 73.689 5 0 -0.522 0 0 0 74.629 M29 1 0 0 -3.161 -3.18 0 0 0 0 74.6 2 0 0 75.789 3 4 0 -3.2 0 0 0 76.985 0 -3.219 0 0 0 - 78.189 5 0 -3.239 0 0 0 79.4 M30 1 0 6.751 . 0 0 0 16.989. 2 0 f_6.648 0 0 0 3.589 3 o---T 6.545 0 0 0 -9.604 4 0 6.441 0 0 0 -22.59 5 0 6.338 0. 0 0 -35.369 M31 1 0 3.699 0 0 0 -35.506 2 0 3.595 0 0 0 . -42.8 3 0 3.492 0 0 0 0 0 -49.887 -56.768 4 0 3.389 0 5 1 0 3.285 0 0 0 -63.442 M32 1 1 0 1 0.646 1 0 0 0 -63.427 2 1 0 1 0:542 1 0 0 0 -64.615 3 0 0.439 0 0. 0 -65.596 4 0 0.336 0 0 0 -66.371 5 0 0.232 0 0 0 -66.939 M33 1 0 - -2.407 0 0 0 1 -66.786 2 0 -2.51 0 - 0 0 -61.869 3 I 0 -2.614 0 0 0 0 0 - -56.744 -51.413 4 j 0 -2.717 0 5 0 -2.82 0 0 0 -45.876 M34 1 I 0 -5.46 0 0 0 -45.623 2 I 0 -5.563 1 0 0 1 0 -34.6 3 1_0 -5.667 0 0 0 -23.37 4 I 0 -5.77 0 0 0 .-11.933 5 I_0 -5.873 0 0 0 -0.29 M35 1 0 2.639 1.32 0 0 -0.11 -0.1 0 0 0 -13.857 2 I 0 3 I 0 0 0 -0.11 0 -18.476 4 _0 -1.32 0 -0.11 0 -13.857 5 0 -2.639 0 -0.11 0 - 0 M36 1 1 I 0 2.639 0 0.067 0 0 2 I 0 1.32 0 0.067 0 -13.857 3 I 0 0 0 0.067 0 -18.476 4 1 0 -1.32 0 0.067 0 -13.857 5 I 0 -2.639 0 0.067 0 0 M37 _1 _0 _3.504 0 _-0.016 0 0 2 0 . 3.316 _0 _-0.016 _0 1 -3.41 I 3 0 3.127 0 -0.016 0 1 -6.632 I 4 0 2.939 _0 .-0.016 0 -9.665 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 19 I Member Section Forces, LC I: D+L., (continued) 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) 5 0 2.75 0 I -0.016 0 I -12.509 M38 1 I 0 2.639 0 0.009 0 I 0 2 0 1.32 0 0.009 0 1 -13.857 3 0 0 0 0.009 .0 I -18.476 4 0 -1.32 0 0.009 0 I -13.857 M39 5 1 0 0 -2.639 0 0.009 0 0 2.639 0 i 0.071 0 0 2 0 1.32 0 0.071 0 1 -13.857 3 0 0 0 0.071 0 -18.476 4 - 0 -1.32 0 0.071 0 -13.857 5 0 -2.639 0 0.071 0 0 M40 1 0 2.639 0 0.012 0 0 2 3 0 0 1.32 0 0.012 0 -13.857 0 0 0.012 0 -18.476 4 0 -1.32 0 0.012 0 . -13:857 5 0 -2.639 .0 0.012 0 0 F M41 1 0 3.501 0 -0.019 1 0 0 2 0 3.313 0 -0.019 1 0 -3.407 3 0 3.124 0 -0.019 0 -6.625 i 4 0 2.936 0 -0.019 0 -9.655 5 0 2.747 0 -0.019 0 -12.497 M42 1 0 2.639 0 -0.029 0 0 2 . 0 1.32. 0 -0.029 0 -13.857 3 4 0 0 0 0 -0.029 . 0 -18:476 T -1.32 0 -0.029 0 -13.857 5 0 -2639 . 0 -0.029 0 0 M43 1 0 2.639 0 0.185 1 0 0 2 0 1.32 0 -0.185 0 -13.857 3 0 0 0 0.185 0 -18.476 4 0 -1.32 0 0.185 0 -13.857 5 0 -2.639 0 0.185 0 0 M44 I 1 0 2.911 0 0.192 0 0 2. 0 1591 0 0.192 .0 -15.757 3 0 -0.049 0 0.192 0 -21.636 4 5 .0 0 -1.678 -2.998 0 0.192 0 -16.367 0 0.192 0 0 M45 1 i 0 2.639 1 0 0 0 0 2 0 1.32 0 0 0 -13.857 3 0 0 0 0 0 -18.476 4 0 -1.32 0 +-0 0 0 -13.857 5 0 -2.639 0 0 0 M46 1 0 2.639 0 I -0.279 0 0 2 0 1.32 0 -0.279 0 -13.857 3 . 0 0 0 I -0.279 0 -18.476 4 0 -1.32 0 -0.279 0 -13.857 5 0 -2.639 0 I -0.279 0 0 M47 1 I 0 2.639 0 0.161 0 0 2 0 1.32 -0 0.161 0 -13.857 3 0 0 0 -0.161 1 - 0 -18.476 4 0 -1.32 0 0.161 0 -13.857 5 0 -2.639 0 0.161 0 0 - M48 _1 0 2.639 0 0.06 .0 I 0 2 1 0 1.32 0 I 0.06 _0 I -13.857 I_3 0 0 0 I 0.06 __0 I -18.476 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 20 I I I I I I I I I E I I I I I I n H I I Member Section Forces, LC I : D+L, (continued) 44 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) I 4 0 -1.32 0 0.06 { 0 -13.857 5 0 I -2639 0 0.06 0 0 I M49 1 2 0 0 2.639 1.32 0 0 0.002 0.002 0 0 0 -13.857 11 3 4 0 0 -. 0 0.002 0 0 - -18.476 --13.857 0 -1.32 0 0.002 5 0 -2.639 0 0.002 0 0 M50 1 0 2.639 0 -0.137 0 0 - 2 0 1.32 0 -0.137 0 -13.857 3 0 0 0 -0.137 0 -18.476 4 0 -1.32 0 -0.137 0 -13.857 5 0 -2.639 0 -0.137 0 0 M51 - 1 0 0 -2.639 - 0.052 L_0 0 -- 2 0 1.32 0 0.052 0 i -13.857 3 0 0 0 -. 0.052 0 -18.476 4 0 -1.32 . -0 0.052 0 - -13.857 5 0 -2.639 0 0.052 0 I - 0 M52 1 0 2.639 0 -0.042 0 0 - 2 0 1.32 0 -0.042 0 -13.857 3 0 0 I 0 -0.042 0 I18.476 4.: 0 -1.32 i 0 -0042. 0. [-13:857 5 0 -2.639 I 0 -0.042 0 1 0 M53 1 0 2.639 0 0.004 0.004 0 I 0L.13.857 0 2 0 -1.32 0 3 0 0 0 0.004 0 -18.476 4 0 -1.32 0 0.004 0 -13.857 5 0 -2.639 1 0 0.004 0 0 M54 1 0 2.639 I 0 0.015 0 0 2 0 1.32 I 0 0.015 0 -13.857 3 0 0 j 0 0.015 0 -18.476 4 0 -1.32 I 0 0.015 0 -13.857 5 0 -2.639 0 0.015 0 0 M55 1 0 2.639 - 0 -0.091 0 0 2 0 1.32 0 -0.091 0 -13.857 3 0 0 I 0 -0.091 0 -18.476 4 0 -1.32 0 -0.091 0 -13.857 5 0 -2.639 0 -0.091 0 0 M56 1 0 2.639 0 0.11.5 0 0 2 0 1.32 0 -0.115 0 I -13.857 3 0 0 0 -0.115 0 I -18.476 4 0 -1.32 0 -0.115 0_1 -13.857 5 0 -2.639 0 -0.115 0 0 M57 1 i 2.639 0 0.006 0 0 2 0 -1.32 0 0.006 0 -13.857 3 00 i 0 0.006 0 -18.476 4 0 -1.32 '0 0.006 0 -13.857 5 0 -2.639 0 0.006 0 0 M58 1 0 2.639 0 0.153 0 0 2 0 1.32 0 0.153 0 I -13.857 3 0 0 0 0.153 0 I -18.476 4 . 5 0 -1.32 0 0.153 0 I -13.857 0 -2.639 0 0.153 0 0 M59 1 0 2.639 0 ' -0.214 0 0 2 - 0 . 1.32 0 -0.214 0 i -13.857 I RISA-3D Version 4 [C:\PAUL\7886MeHosGriot\WOOD ROOF. 13d] Page 21 Member Section Forces, LC I D+L, (continued) 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) 3 0 0 0 - -0.214 0 -18.476 4 0 -1.32 _0 -0.214 '0-13.857 5 -0 -2.639 0 -0.214 0 0 M60 1 0 j 2.639 0 1 -0.159 0 0 2 0 1.32 0 -0.159 I 0 -13.857 3 0 0 0 -0.159 0 -18.476 4 0 I -1.32 0 -0.159 I 0 -13.857 5 0 I -2.639 0 -0.159 0 0 L. M61 1 2 1 0 0 ..,_.;2.639 1.32 0 0 0.006 0.006 - 0 0 0 -13.857 3 4 - 0 0 0 -1.32 0 0 0.006 0.006 0 0 1 -18.476 -13.857 5 --0 -2.639 0 0.006 0 0 M62 1 0 - 2.639 0 0.253 0 0 2 0 1.32 0 0.253 0 -13.857 3 0 .0 0 . 0.253 0 -18.476 4 0 -1.32 0 0.253 0 -13.857 5 0 -2.639 0 0.253 0 0 M63 1 0 2.639 0 -0.264 0 0 2 0 - 1.32 0 -0.264 0 -13.857 3 -0 - 0 0 -0.264 0 - -18.476 11 4 0 - -1.32 0 -0.264 i 0 -13.857 11 0 -2.639 0 -0.264 0 0 M64 1 0 2.639 0 -0.174 0 0 2 0 1.32 0 -0.74 0 -13.857 3 0 0 0 -0.174 0 -18.476 4 0 -1.32 .0 -0.174 0 -13.857 5 0 -2.639. 0 -0.174 0 0 M65 1 0 2.639 0 0.007 0 . 0 2 0 1.32 0 0.007 0 -13.857 3 0 0 0 0.007 - 0 -18.476 4 0 -1.32 0 0.007 0 -13.857 5 0 -2.639 0 0.007 0 0 M66 1 0 2.639 0 0.29 . 0 0 - 2 3 0 0 1.32 0 . 0.29 0 I -13857 0. .0 0.29 0 -18.476 4 0 -1.32 0 0.29 0 -13.857 5 0 -2.639 0 1 0.29 0 0 M67 1 0 -7.923 0 0 0 -175.268 I - 2 0 -8.026 0 0 - 0 -159.319 I 3 4 0 -- 0 -8.13 -8.233 0 1 0 0 0 0 0 . -143.163 - -126.8 5 0 _-8.336 0 0 0 -110.23 M68 1 0 18.191 0 0 0 145.644 2 0 18.107 0 0 0 116.151 18.024 0 0 0 86.795 3 0 17.94 0 0 0 57.575 I 4 0 _17.856 0 0 1 0 28.491 5 0 M69 1 0 15.127 0 ' 0 . 0 0 2 0 15.043 0 0 0 -24.513 3 : 0 14.959 I 0 0 0 -48.89 14.875 I 0 0 0 -73.131 5 . 0 _0 14.791 0 0 _-0 -97.235 M70 _1 _0 1 14.819 1 0 0 _0 0 I RISA-3D Version 4 [C:\PAUL\7886MeIlosGriotWOOD ROOF.r3d] Page 22 II I Member Section Forces, LC 1: D+L., (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z - (K) (K) (K) (K-ft) (K-ft) 2 0 1 14.735 1 0 0 0 1 -24.012 3 0 14.651 0 0 0 . -47.887 4 5 0 14.567 0 0 0 -71.627 0 14.483 0 0 0 -95.229 M71 1 0 2 0 3 0 9.727 0 0 9.643 0 0 0 79.4 0 0 63.662 48.061 9.559 0 0 4 0 9.475 0 0 0 32.596 0 9.391 0 0 0 17.268 M72 1 0 2.379 1 0 -0.019 0 -12.507 2 0 2.19 0 -0.019 0 -14.792 3 ---T o 2.002 0 -0.019 T 0 -16.888 4 0 _1.813 0 -0.019 0 -18.795 5 M73 1 0 1.625 0 1 -0.019 0 -20.514 1 0 1.256 0 -0.019 0 1 -20.524 2 0 1.068 0 -0.019 0 -21.686 3 0 0.879 0 -0.019 - - 0 -22.66 4 0 0.691 0 -0.019 - 0 -23.445 5 0 0.502 0 -0.019 0 -24.041 M74 1 0 0.218 0 -0.019 0 -24.052 2 3 4 5 0 0.029. 0 -0019 0 -24.175 0 -0.159 0 -0.019 1_0 -24.11 0 -0.348 0 -0.019 .0 F -23.856 .0 -0.536 0 -0.019 0 1 -23.414 M75 1 0 I 2.382 0 -0.016 0 -12.499 2 0 2.193 0 0 --0.016 -14.786 3 0 i 2.005 - 0 - --0.016 0 - -16.885 4 0 j 1.816 0 -0.016 0 -18.795 5 0 1.628 0 i -0.016 0 -20.517 M76 1 0 . 1.259 0 -0.016 0 .-20.507 2 3 0 1.071 0 -0.016 0 -21672 0 0.882 0 -0.016 0 -22.648 4 0 0.694 0 -0.0.16 0 -23.436 5 0 . 0.505 0 -0.016 0 -24.036 M77 1 0 0.221 0 -0.016 1 0 -24.025 2 0 0.032 0 _-0.016 0 -24.151 3 0 -0.156 1 0 -0.016 0 -24.089 4 0 -0.345 i 0 _-0.016 I 0 -23.839 5 .0 -0.533 0 -0.016 0 -23.399 M78 1 0 0.368 0 0.01 I 0 0 2 0 0.354 0 0.01 0 -0.722 3 0 4 0 0.339 0 0.01 0 -1.415 -0.354 I 0 0:01 0 j -0.722 5 0 -0.368 .0 1 0.01 1 0 0 M79 -- 1 0 0.368 - 0 . 0.011 0 0 2 0 1 0.354 _0 1 -0.011 0 -0.722 3 0 - 0.339 -0 _:0.011 0 -1.415 4 0 -0.354 _0 0.011 0 -0.722 5 0 -0.368 _0 0.011 0 0 M80 1 1 0 0.284 _0 0.011 0 0 2 0 3 0 0.27 _0 0.011 0 -0.554 0.255 _0 0.011 0 -1.079 4 0 -0.27 _0 7 0.011 0 -0.554 5 0 -0.284 -1 0 1 0.011 0 0 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 23 I Member Section Forces, LC I : D+L, (continued) 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) M81 1 1 o 18.535: 0 0 0 195.051 - 2 - 0 - 18.432 0 0 0 158.084 3 0 18.329 0 0 0 121.324 4 0 18.225 0 0 0 84.77 5 0 18.122 0 0 0 I 48.423 M82 1 0 18.419 0 0 0 188.905 2 0 18.316 0 0 0 152.17 3 0 18.213 0 0' 0 115.642 4 0 18.109 0 0 0 79.32 5 0 18.006 0 0 0 43.205 M83 I 1 0 8.629 0 0 0 72.101 2 0 8.526 1 0 0 0 54.946 3 0 8.422 0 -. 0 0 37.998 4 0 8.319 - 0 0 0 21.257 -' 5 0 8.216 0 0 0 4.722 M84 ' 1 0 12.426 0 I 0 0 113.42 2 0 12.323 0 0 0 88.671 3 0 12.22 0 0 0 I 64.128 4 0 12.116 I 0' 0 0 I 39.792 5 0 0 _12.013 I 0 0 15.663 M85 1 0 13.862 0 0 0 125.2 2 0 13.758 0 0 0 97.58 3 0 13.655 -0 0 0 70.167 4 0 13.552 0 0 0 42.96 5 0 i_13.448 0 0 0 15.96 M86 1 0 13.862 0 0 .0 125.011 2 0 13.758 0 0 0 97.391 3 0 13.655 0 0 .0 69.977 4 0 13.552 0 0 .0 42.77 5 0 13.448 0 0 0 15.77 M87 1 0 18.077 0 - 0 0 -169.824 2 0 17.974 0 -- 0 0 --133.772 3 0 ' 17.871 0 0 0 1 97.927 4 0 17.767 j 0 - 0 0 62.289 5 0 17.664 0 0 0 26.857 M88 1 0 13.862 0 0 0 125.17 2 0 13.758 0 0 ' 0 97.549 3 0 13.655 0 0' 0 70.136 4 0 13.552 0 0 0 42.929 5 0 13.448 0 0 0 15.929 M89 1 0 2.639 0 0.099 0 -- -0 2 0 - 1.32 0 - 1 0.099 0 -13.857 I 3 0 -- 0 0 0.099 0 -18.476 I 4 0 -1.32 0 0.099 0 -13.857 5 0 . -2.639 0 I 0.099 0 i 0 r_M90 1 0 2.639 0 -0.009 0 0 2 0 1.32 0 I -0.009 0 -13.857 3 0 0 0 -0.009 0 -18.476 4 0 -1.32 0 -0.009 0 -13.857 5 0 -2.639 0 -0.009 0 0 IM91 1 2.639 0 0.04 0 -0 - - 0 2 0 _0 .0.04 0 -13.857 _.32 - 3 _0 -18.476 --00 _'00.04 4 0 , -1.32 0 0.04 0 - 1 -13.857 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 24 1 I I I I Li I Li L F I I I I I I I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z I (K) (K) (K) (K-ft) (K-ft) (K-ft) 5 1 0 I -2.639 0 0.04 0 0 M92 1 0 I 2.639 0 0.111 I 0 0 2 0 I 1.32 0 0.111 I 0 -13.857 3 0 I 0 0 0.111 0 -18.476 4 0 1 -1.32 0 0.111 0 -13.857 5 1 0 0 I -2.639 0 0.111 0 0 2.639 0 -0.004 0 0 2 3 4 5 0 1.32 - 0 0 0 -1.32 0 -2.639 0 0 0 0 -0.004 -0.004 -0.004 - -0.004 0 0 - -0 0 -13.857 -18.476 -13.857 0 I M94 1 0 2.639 0 0.017 0 0 2 0 1.32 0 0.017 0 I -13.857 3 0 0 0 0.017 0 1 -18.476 4 0 -1.32 0 0.017 I 0 -13.857 I M95 - 5 1 0 0 . -2.639 2.639 0 0.017 I 0 0 0 0.069 I 0 0 2 0 1.32 0 0.069 I 0 -13.857 3 0 0 0 - 0.069 0 -18.476 4 i 0 -1.32 0 0.069 0 -13.857 5 0 -2.639 0 0.069 0 0 M96 1 I0 2.639 0 0.001 0 0 2 3 0 0 1.32 .0 0 0.001 0 -13.857 0 0.001 0 -18.476- 4 5 0 0 -1.32 -2.639 0 0.001 .0 -13.857 0 0.001 .0 0 M97 1 0 2.639 0 -0.001 0 0 2 - 0 1.32 0 -0.001 0 -13.857 3 0 0 0 -0.001 0 -18.476 I 4 0 -1.32 0 -0.001 0 -13.857 5 0 1 -2.639 0 -0.001 0 0 I_M98 _1 0 2639 0 -0.003 0 0 2 0 1 1.32 1 0 1 -0.003 1 0 I 713.857 3 4 5 0 0 0 0. -1.32 -2.639 0 -0.003 0 .-18.476 0 -0.003 0 I -13.857 0 -0.003 0 0 M99 ..L... 0 2.639 0 - -.0.004 0 0 - 2 0 1.32 0 0.004 1 0 -13.857 3 0 0 0 0.004 0 -18.476 4 0 -1.32 0 0.004 0 -13.857 5 1 0 -2.639 0 0.004 0 0 M100 1 0 2.639 0 -0.015 0 0 2 0 1.32 0 -0.015 0 -13.857 3 4 0 11 0 0 -1.32 0 -0.015 0 -18.476 0 -0.015 0 -13.857 5 0 -2.639 0 -0.015 0 0 M101 1 0 2.639 0 _-0.08 0 0 2 0 1.32 0 .-0.08 0 -13.857 3 0 0 _0 -0.08 0 -18.476 0 -1.32 0 _-0.08 1 - 0 -13.857 5 0 -2.639 0 -0.08 0 0 M102 1 I 0 2.639 0 0.005 0 0 1 2 0 1.32 0 0.005 0 -13.857 3 I 0 0 0 0.005 0 -18.476 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 25 I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-ft) (K-fl) (K-fl) 4 0 -1.32 0 0.005 0 -13.857 .5 0 -2.639 i 0 0.005 0 0 M103 1 0 2.639 0 -0.024 1 0 0 2 0 I 1.32 0 -0.024 0 -13.857 3 0 0 0 -1.32 0 0 - -0.024 -0.024 0 -18.476 4 0 1 - -13.857 5 0 -2.639 0 -0.024 0 0 M104 1 0 2.639 0 -0.138 0 0 2 0 1.32 0 -0.138 0 -13.857 3 0 0 0 -0.138 0 -18.476 4 0 -1.32 0 -0.138 0 -13.857 5 ..0 -2.639 0 -0.138 0 0 M105 1 0 2.639 0 0.006 0 0 2 0 1.32 0 0.006 0 -13.857 3 0 0 0 0.006 0 -18.476 4 0 -1.32 0 0.006 0 -13.857 5 0 -2.639 0 0.006 0 0 M106 1 0 2.639 1 0 -003 0 0 2 3 0 1.32 I 0 -003 0 13.857 0 0 I 0 -0.03 0 -18.476 4 0 -1.32 0 -003 0 -13.857 5 0 -2.639 0 -0.03 0 0 M107 i 1 2 0 2.639 0 -0.152 -0.152 0 0 I 0 -13.857 0 1.32 0 3 0 0 0 -0.152 0 -18.476 4 0 -1.32 - 0 -0.152 0 -13.857 5 0 -2.639 0 1 -0.152 0 0 M108 1 0 2.639 0 0:007 0 0 2 T .0 1.32 0 0.007 0 -13.857 3 1 . 0 0 0 0.007 0 -18.476. 4-1 F-5-1 0 1 -1.32 1 0 0.007 1 .0 -13.857 0 1 . -2.639 1 0 0007 1 0 0 M109 1 0 2.639 0 -0.032 0 0 - 2 0 1.32 0 -0.032 0 -13.857 3 0 0 - 0 -- -0.032 0 -18.476 4 0 -1.32 0 - -0.032 0 -13.857 5 0 -2.639 0 -0.032 0 0 M113 I .0 12.385 0 0 0 27.122 2. 3 0. 12.282 0 0 0 2.454 0 12.179 0 0 0 -22.006 4 0 12.075 0 0 O -46.26 5 0 11.972 0 0 0 -70.307 M114 - 1 0 6.693 0 0 0 -70.09 2 0 6.59 0 0 0 -83.373 3 0 6.486 0 0 _0 -96.449 4 0 6.383 0 0 -, 0 -109.318 5 0 6.28 0 0 0 -121.98 M115 I1 0 1.001 0 0 0 -121.895 2 0 0.897 0 0 0 -123.793 3 0 0.794 0 0 0 -125.484 4 0 0.691 0 0 0 -126.968 5 0 0.587 0 0 0 -128.246 M116 1 0 -4.692 0 0 . 0 -128.32 2 0 -4.795 0 0 0 -118.834 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 26 [-I Li [I I I I I I I LI 'l I I I Li 1 I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-fl) (K-fl) (K-ft) I 3 0 -4.898 0 0 0 -109.14 I 4 0 -5.002 0 0 1 0 -99.24 5 0 -5.105 0 0 -: 0 V -89.134 M117 1 0 -10.384 0 0 0 -89.344 2 0 -10.487 0 0 0 -68.473 3 0 -10.591 0 0 0 -47.395 4 0 -10.694 0 0 0 -26.11 5 0 -10.797 0 0 0 -4.619 M118 .1 0 12.843 0 0 0 48.374 2 0 12.74 0 0 - 0 - 22.792 3 0 12.636 0 0 0 -2.584 4 0 12.533 1 0 0 0 -27.753 5 0 12.43 1 0 0 0 -52.716 I M119 1 0 I 7.151 0 0 0 -52.736 2 0 7.047 0 0 0 -66.934 3 0 I 6.944 0 0 0 -80.926 4 5 I 0 0 I 6.841 0 0 0 -9411 6.737 0 0 0 -108.288 M120 1 0 1.458 0 0 0 -108.287 2 0 1.355 0 0 0 -111.1 3 I 0 1.252 1 0 0 0 -113.707 - 4 0 .1.148 0 0 0 -116.107 5 .0 _1.045 0 0 0 i -118.3 I M121 1 1 0 -4.234 0 0 0 -118.282 2 0 -4.337 0 0 0 -109.711 3 4 0 0 -4.441 -4.544 0 0 0 0 -100.933 0 0 -91.949 5 0 -4.647 0 0 0 -82.757 M122 1 0 -9.926 0 0 0 -82.727 2 0 -10.029 I 0 0 0 -62.772 3 4 0 0 -10.133 0 0 0 -42.609 1 -10.236 0 0 0 -22.24 5 -0 i 10.34 0. 0 -0 -1.665 M123 1 0 12.727 0 0 0 43.313 2 3 4 0 0 0 12.624 0 0 i 0 17.962 12.52 0 0 0 -7.182 12.417 0 0 0 -32.119 -51 0 1 12.314 0 0 0 -56.849 M124 1 0 i 7.035 0 0 -0 -56.735 2 0 6.931 0 0 - 0 -70.701 3 4 0 0 6.828 6.725 0 0 0 0 -84.46 0 -0 -98.013 5 0 6.621 0 0 - 0 -111.359 M125 1 0 1.342 0 0 0 -111.29 2 0 1.239 0 0 0 -113.872 3 4 0 0 1.136 1.032 0 0 0 0 -116.247 0 0 -118.415 5 0 0.929 0 0 0 -120.376 1 U -4.Jb U 0 0 1 -120.383 I 2 0 -4.453 0 0 0 -111.58 3 0 -4.557 i 0 i 0 0 -102.57 4 0 -4.66 0 I 0 0 -93.354 ' 5 0 -4.763 0 0 0 -83.931 M127 I 0 i -10.042 1 0 I 0 0 -84.016 I RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 27 I Member Section Forces, LC I D+L, (continued) 3 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) 2 1 0 1 -10.145 1 0 0 0 -63.829 3 I 0 1 -10.249 1 0 0 0 -43.434 - 4 0 -10.352 I 0 0 0 -22.833 5 M128 - - 1 I 0 -10.456 1 '01 0 0 -2.025 0 5.576 0 0 0 4.623 -: 2 3 0 5.473 0 0 0 -6.426 0 -17.269 - 0 5.37 0 0 - 4 0 - 5.266 0 -0 0 -27.904 5 0 5.163 0 0 0 -38.333 M129 _1I 0 2.523 0 0 0 -38.445 2 0 2.42 0 0 0 -43.388 3 0 4 0 T 2.317 0 0 0 -48.125 1 2.213 0 0 0 -52.655 5 0----F-2.11 M130 1 0 1 0 0 0 -56.978 -0.529 0 0 - 0 -57.047 2 0 -0.633 0 0 0 -55.884 3 0 -0.736 0 0 0 -54.515 4 0 -0.84 0 0 -- 0 -52.94 5 0 -0.943 0 - 0 0 -51.157 M131 1 0 -1582 0 0 0 -51.154 2 .0 . -3.6.86 0 0 0 -431886 3 4 0 -3.789 0 0 0 -36.412 0 -3.892 0 0 0 -28.73 5 .0 -3.996 1 0 0 .0 -20.842 M132 1 0 -6.635 0 0 0 -20.762 L 2 0 -6.738 0 0 0 -7.388 0 -6.842 0 0 0 6.192 - 4 0 -6.945 0 0 0 19.979 5 0 -7.049 0 0 0 33.973 M133 _1 0 -16.076 1 0 0 .0 -4.89 2 0 3 I 0 4 I 0 -16.18 0 0 0 27.365 -16.283 0 0 0 .59.828 -16.386 0 0 0 92497 5 I 0_. _-16.49 . 0 0 .0 125373 L_ M134 1 I 0 -15.618 0 i 0 0 -1.628 2 0 -15.722 --0 -0 0 29.712 3 0 -15.825 0 0 0 61.259 4 0 -15.928 0 0 0 93.013 5 0 -16.032 0 0 0 124.973 M135 1 0 -15.734 I 0 0 0 -2.17 2 0 -15.838 1 0 1 0 .0 29.402 3 0 -15.941 I 0 0 0 .61.181 i 4 0 J -16.044 I 0 0 0 93.167 5 0 -16.148 0 0 1 .0 125.359 M136 -1 0 -9.688 0 . 0 1 0 34.111 2 0 -9.791 0 • 0 0 53.59 3 0 -9.895 0 0 - 0 73.276 4 0 -9.998 0 0 0 93.169 5 0 i -10.101 0 0 0 113.268 M137 1 0 1 10.578 0 0 0 15.808 2 0 10.558 0 0 0 11.845 3 I 0 10.539 0 0 0 I 7.89 4 I 0 10.519 0 1 0 0 I 3.941 0 10.5 0 0 0 I 0 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 28 I I I I [1 I I I I I I I I 1 I Li 1 Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) (K-fl) (K-fl) (K-fl) M138 1 0 I 10.578 0 0 0 15.808 2 0 10.558 0 0 0 11.845 3 0 10.539 0 0 0 7.89 4 1 -- 0 i 10.519 0 0 0 - 3.941 5 0 10.5 0 0 0 0 M139 1 0 10.578 I 0 0 0 15.808 2 0 10.558 0 0 0 11.845 3 0 10.539 0 0 0 7.89 4 5 0 10.519 0 0 0 3.941 0 10.5 0 0 0 0 M140 1 0 10.578 0 0 0 15.808 2 0 10.558 0 0 0 11.845 -. 3 4 0 10.539 0 0 0 0 7.89 3.941 0 - 10.519 0 0 5--F 0 10.5 0 0 0 0 M138A 1 0 1.435 0 . -0.032 0 0 2 3 0 0.718 0 -0.032 0 -7.536 0 0 0 -0.032 0 -10.048 4 5 0 -0.718 1 0 -0.032 0 -7.536 0 -1.435 0 T -0.032 0 0 M139A 1 0 1.435 0 0.006 0 0 - 2 0 0.718 0 0.006 0 -7.536 - - 3 0 0 0 0.006 0 -10.048 4 0 -0.718 0 0.006 0 -7.536 5 0 -1.435 . 0 0.006 0 0 M140A 1 0 1.435 0 -0.145.-J-_0 0 2 0 0.718 0 -0.145 0 -7.536 3 0 0 0 -0.145 0 -10:048 4 0 -0.718 0 -0.145 0 -7.536 5 0 -1.435 I 0 -0.145 .0 0 M141 1 - 0 2.639 :.0 -0.225 0 0 -- 2 0 1.32 0 -0.225 0 -13.857 3 0 0 I 0 -0.225 -0.225 0 0 -18.476 -13.857 4 0 -1.32 i 0 __________________ 5 0 -2.639 0 -0.225 0 0 M142 1 0 2.639 I 0 -0.199 0 0 2 0 1.32 I 0 -0.199 0 -13.857 3 4 0 0 0 -0.199 0 . -18.476 0 -1.32 0 -0.199 0 -13.857 5 0 -2.639 0 -0.199 0 0 M143 1 0 2.639 0 0 . -0.087 -0.087 0 0 0 --13.857 2 0 -- 1.32 3 0 1 --0 0 -0.087 0 -18.476 4 0 --1.32 0 -0.087 0 -13.857 5 0 -2.639 0 -0.087 0 0 M144 1 0 2.639 0 0.059 0 I 0 2 0 1.32 0 0.059 1 0 I -13.857 3 1 0 0 0 0.059 .0 -18.476 4 1 5 0 -1.32 0 0.059 0 I -13.857 0 -2.639 0 0.059 0 0 M145 1 _0 2.639 _0 _0.186 0 0 ' 2 1U . 1.32 0 _0.186 i 0 -13.857 3 _0 0 0 _0.186 0 -18.476 4 0 -1.32 0 0.186 0 -13.857 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\W000 ROOF.r3d] Page 29 I I I I I I I I I I Li I I I 1 I H I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (K) (K) (K) - (K-fl) (K-fl) (K-fl) 5 0 -2.639 0 0.186 0 0 I M146 1 1 0 2.639 0 I 0.241 0 0 2 i 0 1.32 0 0.241 0 -13.857 3 0 0 0 0.241 0 -18.476 4 0 -1.32 0 0.241 0 -13.857 5 0 -2.639 I 0 0.241 0 0 M147 1 2 3 4 5 0 0 0 0 0 I2.639 0 0 0.171 1 0.171 0 0 0 -13.857 1.32 0 0 0.171 0 -18.476 -1.32 0 0.171 0 -1 3.857 -2.639 0 0.171_ 0 0 M148 1 0 1 1.435 0 0.089 0 0 2 0 0.718 0 0.089 0 -7.536 3 11 0 0 0 I 0.089 0 -10.048 4 0 1 -0.718 j 0 1 0.089 0 -7.536 5 0 -1.435 0 0.089 0 0 I M149 - 1, 0 0.184 0 0 0 1 0.198 2 0 0.08 0 0 -- 0 -0.066 3 _0 -0.023 0 0 0 -0.124 4 . 0 -0.126 0 0 0 0.026 I 5 : 0 -0.23 0 0 0 0.382 i M150 1 0 0.178 0 0 0 0.157 M151 2 3 4 5 1 2 0 I 0 0 0 0 0 0.075 0 0 0 -0.096 -0.029 0 0 0 0.142 -0.132 0 0 0 0.019 -0.235 0. 0 0 0.386. 0.188 0 0 0 0.187 0.084 0 0 0 -0.085 3 - 0 -0.019 0 -0 0 -0.151 4 -0 -0.122 0 0 1 0 -0.01 5 0 -0.226 0 0 0 0.338 P M152 1 0 0.205 0 0 0 0.251 2 0 0.102 0 0 0 -0.055 3 4 0 0 -0.002 0 0 0 -0.155 -0.105 0 0 0 -0.048 M153 5 I 0 -- 0 -0.20.8 0 0 0 0.265 0.222 0 -0 -- 0 0.325 2 0 0.119 0 0 0 -0.017 3 4 0 0 1 0.016 0 0 0 -0.152 -0.088 0 0 0 -0.08 5 0 -0.191 0 1 0 0 0.199 I M154 1 0 0.237 0 0 0 0.385 2 I 0 0.134 0 0 0 0.014 3 4 0 0 0.031 0 0 0 -0.15 -0.073 0 0 0 -0.108 5 0 -0.176 0 0 0 0.141 M155 1 0 - 0.225 0 - 0 0 0.382 2 . 0 0.121 1 0 0 0 0.036 I ; 3 . 00.018 0 0 ; 0 -0.103 4 . 0 -0.086 0 0 0 -0.035 0 -0.189 0 ___ 0 0 0.24 . M156 1 1 0 0.269 0 0 0 1 0.411 I 2 0 0.166 0 0 0 -0.024 3 0 0.063 0 0 0 -0.253 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 30 I Member Section Forces, LC I : D+L, (continued) Member Label Section Axial (K) Shear y-y (K) Shear z-z (K) Torque (K-ft) Moment y-y (K-ft) Moment z-z (K-ft) 4 0 -0.041 0 0 1 0 j. -0.274 5 0 -0.144 0 0 1 0 -0.089 M157 1 0 0.284 0 0.011 i 0 0 -2 11 0 0.27 0 0.011 1 0 -0.554 3 I 4 5 0 0 0 0.255 -0.27 - -0.284 0 0 0 0.011 0.011 0.011 0 0 0 - -1.079 -0.554 - 0 M158 1 0' -0.821 0 -0.019 0 -23.425 2 3 4-1 5 0 -1.386 0 -0.019 0 -20.114 0 -1.952 0 -0.019 I 0 -15.106 0 1 -2.518 1 0 -0.019 0 -8.401 0 -3.083 1 0 1 -0.019 0 0 L_.._M159 1 0 -0.818_0 -0.016 0 -23.388 2 3 4 5 Reactions, LC I : D+L 0 0 0 0 -1.383 0 -1.949 -3.08 -2.515 :_0-0.016 _0 _0 -0.016 -0.016 _-0.016 0 0 0 0 -7-0 -20.086 -15.088 -8.392 Joint Label X Force (K) Y Force (K) Z Force (K) X Moment (K-fl) Y Moment (K-if) Z Moment (K-fl) N34 0.000 _3.032 _0.000 0.000 0.000 0.000 Ni 0.000 I 2.754 _0.000 0.000 0.000 0.000 N35 0.000 26.968 0.000 0.000 1 0.000 0.000 N2 0.000 16.156 0.000 0.000 0.000 0.000 N36 0.000 46.438 -0.000 0.000 0.000 0.000 N37 0.000 45.171 0.000 0.000 0.000 0.000 N38 0.000 11.16 0.000 0.000 0.000 0.000 N5 0.000 8.513 0.000 0.000 0.000 0.000 N3 0.000 19.308 0.000 -- - 0.000 0.000 0.000 N4 0.000 19.258 0.000 0.000 0.000 0.000 N29 0.000 3.032 0.000 0.000 0.000 0.000 N24 0.000 3.047 0.000 0.000 0.000 0.000 N19 0.000 3.062 0.000 0.000 0.000 0.000 N15 0.000 3.072 1 0.000 0.000 -0.000 0.000 Nil 0.000 3.056 . 0.000 0.000 0.000 0.000 N6 0.000 3.138 0.000 I 0.000 0.000 0.000 N41 0.000 20.35 0.000 0.000 0.000 0.000 I N44 0.000 12.965 1 0.000 0.000 0.000 0.000 N53 0.000 35.63 0.000 0.000 0.000 0.000 N51 0.000 35.173 0.000 I 0.000 0.000 0.000 N52 0.000 - 35.289 0.000 0.000 0.000 0.000 N58 0.000 25.167 0.000 I 0.000 T 0.000 0.000 -- N87 0.000 3.047 0.000 0.000 0.000 0.000 N88 0.000 3.063 0.000 0.000 0.000 0.000 N89 I 0.000 3.07 0.000 0.000 0.000 0.000 N90 0.000 3.07 0.000 0.000 0.000 0.000 N91 0.000 3.068 0.000 0.000 0.000 0.000 N92 0.000 3.04 0.000 0.000 0.000 0.000 rrr rro rrr\ N94 0.000 I 1.58 0.000 _0.000 I_0.000 _0.000 1 RISA-3D Version 4 [C:\PAUL\7886MeIlosGriot\WOOD ROOF.r3d] Page 31 I I Reactions, LC I : D+L, (continued) Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) I Reaction Totals: I 0.000 I 404.773 I 0.000 I Center of Gravity Coords (X,Y,Z) (Ft) : I 57.456 I 0.000 I 64.871 I Ii I 1 r L I 1 I I. RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\WOOD ROOF.r3d] Page 32 7 / / — — — — — — — — — — — — — — — — — — — ze x PTTfl P 1( ooy2S 171. rJ LJV L It) 1i1 e) IVC sr or 5 71Z 1 Solution: Envelope - -------- EXIe 57711fL LiJit2)tdC STAIR.r3d IN - - - - - - - /./,, INl / \\ Member Code Checks Displayed Solution: Envelope February 1 STAI R.r3d I ~;_b Boundary Conditions I Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (K/in) (K/in) (K/in) (K-ft/rad) (K-ft/rad) (K-ft/rad) F_ N8 Reaction I Reaction Reaction Reaction 1 Reaction Reaction Global Steel Code I AISC 9th Edition ASD !Allowable Stress Increase Factor (AS IF) 1.333 I Include Shear Deformation I Yes - llnclude Warping Yes No. of Sections for Member Calcs 5 I lRedesign Sections Yes '!P-Delta Analysis Tolerance 10.50% Vertical Axis -Ty- Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (Ksi) (Ksi) Ratio (per 1O"5 F) (K/ft3) (Ksi) I STL 29000 I, 11154 1 .3 .65 I .49 1 36 Member Data I. X-Axis Section End Releases End Offsets Inactive Member Member Label I Node J Node K Node Rotate Set I-End J-End I-End J-End Code Length (degrees) xyz xyz xyz xyz (In) (In) (Ft) Ml Ni N2 II SEC3 1 5 M2 N2 N3 SEC3 . - 4.831 M3 N3 N4 SEC3 - 4.67 M4 N4 N5 SEC3 - 5 M5 N5 N6 SEC3 4.61 M6 N6 Ni SEC3 . ii 5 M7 N8 N7 SEC1 1 5 M8 Ni N7 SEC2 5.98 M9 N7 N4 SEC2 5.692 M10 N3 N7 I SEC2 1 4.245 Mu 1 N6 -N7 SEC2 - 4.418 M12 N2 N7 SEC2 - - 4.179 M13 N7 N5 SEC2 - 3.963 Steel Design I NDS Parameters Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) Ml SEC3 I 5 1. 1. M2 SEC3 4.831 . 1. 1. M3 SEC3 4.67. M4 SEC3 .5 M5 SEC3 4.61 M6 SEC3 5 M7 SEC1 5 M8 SEC2 5.98 M9 SEC2 5.692 M10 SEC2 4.245 Mil SEC2 4.418 M12 SEC2 4.179 M13 - -SEC2 3.963 I RlSA-3D Version 4 [C:\PAUL\7886MellosGriot\STAIR.r3d] Page 1 I I LI I I 1 I I I I Sections Database Section - Label Shape SEC1 PIPE 8.0 SEC2 W12X16 SEC3 MC12X10.6 Joint Coordinates Material Label Area (In )A2 SA(yy) SA(zz) STL -- 8.399 - 1.2 1.2 STL I 4.71 I 1.2 1.2 STL 3.1 1.2 I 1.2 I y-y (lnA4) I z-z (ln4) J (Torsion) TIC (in A4) Only 72.489 I 72.489 1 144.978 II 282I 103 .1 1 1 .38 I 55.4 .06 Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) Ni 0 5 0 0 N2 5 - 5 I 0 0 N3 8.5 -5 3.33 0 N4 8.5 5 1 8 0 N5 3.5 5 8 0 N6 0 5 j 5 0 N7 4.33 5 1 4.125 0 N8 4:33 o j 4.125 0 Member Distributed Loads, Category: DL, BLC I : D Member Label I Joint J Joint Load Pattern Label Pattern Multiplier l M8 Ni N7 I UNIFORM .102 M9 N7 I N4 I UNIFORM .102 - Member Distributed Loads, Category: None, BLC 2: LI Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M8 I_N1 N7 _UNIFORM _.51 Member Distributed Loads, Category: None, BLC 3: L2 Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M9 N7 N4 UNIFORM _.51 I Member Point Loads, Category: DL, BLC 1: D Member Label I Joint J Joint Direction Magnitude (K,K-ft) Location (Ft or%) M2 I N2 N3 Y -.19 1.67 M6 N6 .1 Ni I Y -.19 1.67 M2 I N2 N3 I Y I -.19 I 3.34 M6 N6 Ni I Y I -.19 I 3.34 Member Point Loads, Category: None, BLC 2: LI Member Label I Joint J Joint Direction Magnitude (K,K-ft) Location (Ft or%) M6 N6 Ni Y I -.97 I 3.34 M6 N6 Ni I Y i -.97 1.67 Member Point Loads, Category: None, BLC 3 : L2 ' Member Label I Joint J Joint Direction Magnitude Location (K, K-ft) (Ft or %) M2 N2 N3 - : Y -.48 1.67 I M2 N2 I N3 I Y -.48 3.34 RISA-3D Version 4 [C:\PAUL\7886MellosGriot\STAIR.r3d] Page 2 I I 1 I Envelope Member Section Forces I Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (K) - (K) (K) (K-if) (K-ft) (K-if) 1 D+L V 1 Y -1 DL 1 1 2 1 3 L 1 2 D+L1 Y 1 -1 D.L. 1 2 1 I3 D+L2 LL I_. Y -1 DL I 1 31I : I (gO Joint Loads/Enforced Displacements, Category : DL, BLC 1: D Joint Label [L]oad or Direction Magnitude I [D]isplacement (K, K-ft, In, lad) N2 I L Y --V-V • N3 L Y Ni L Y - N6 L I Y Joint Loads/Enforced Displacements, Category : None, BLC 2: L Joint Label [L]oad or Direction Magnitude [D]isplacement (K, K-ft, In, lad) • N6 I L - VVVV:V Y -.48 • Ni I L Y -.48 7 Basic Load Case Data BLC No. Bask Load Case Category Category Load Type Totals I 1 1 D DL Dead Load I 4 4 2 I I 2 Li I None i 2 2 1 I 3 L2 None,7 2 - 11 Load Combinations A-E?Q,-'r. S '-' ' -'-, Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor I Ml 1 Imax 0 1 -0.168 3 0 1 0 3 0 i I 0.093 13 2 min max 1 mm !max 0 0 0 0 1 1 1 1 -0.663 -0.181 -0.676 -0.195 1 3 1 3 0 0 0 0 1 i i 1 -0.001 0 -0.001 0 2 3 2 3 - 0 0 0 0 i i i i -0.03 0.808 0.311 1.661 2 1 3 '1 min 0 4 i max 0 1 i -0.689 -0.208 1 3 0 0 1 10 -0.001 2 0 i - 0.546 I 3 3 . _2 0 0 1 1 2.531 0.798 I 1 3 5 mm I max 0 0 1 1 1 -0.703 -0.221 1 1 3 0 0 1 1 -0.001 0 3 0 1 11 3.417 1 min i 0 1 -0.716 1 1 0 1 1_-0.001 2 0 1 I 1.066 3 M2 1 max 0 1 1.163 1 0 1 0.001 2 0 _i 4.064 I 1 min 0 1 0.564 3 0 1 0 3 0 ii 1.277 _3 2 max 0 1 1.15 1 0 1 0.001 2 0 1 I 2.667 1 - 3 min max 0 0 1 1 0.552 0.678 3 0 1 0 3 0 1 - 0.603 3 2 0 1 0.001 2 0 1 I 1.784 1 4 mm I max I 0 0 1 1 -0.131 0.475 3 0 1. 0 3 0 1 0.443 1 3 2 0 1 0.001 2 0 1 1.417 1 5 mm I max I 0 0 1 1 I0.463 -0.814 3 I 0 1 0 3 0 1 0.799 3 2 I 0 1 0.001 2 0 1 1.79 3- min 0 1 I -0.827 3 0 1 0 3 0 1 1 0.323 1 2 M3 _1 max 0 1 1 0.502 11 0 .1 0.001 .1 i 0 .1 1.484 .3 .min 0 10.18512, 0 1 1 0 _2' 01i0.26612 RISA-3D Version 4C:\PAUL\7886MeIIosGriot\STAlR.r3d] Page 3 I I I I Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (K) (K) (K) (K-ft) (K-ft) (K-ft) I I IOA :min L_ max J 0 0 I 1 1 10.173 . TI 0.477 I 2 0 I 1 . ' ! I 0 I 2 'S 0 1 I 1 'S. 0.0572 'S I 1 0 1'0.001 1 0 1 j 0.519 l__ min 0 1 0.16 2 0 1 0 2 0 ii -0.137 '21 4 max 0 1 0.465 1 0 1 1 0.001 1 0 1 0.058 3 mm 5 max 0 0 1 1 0.148 0.453 2 0 1 0 2 0 1 -0.318 1 2. 1 0 1 1 0.0011 0 1 -0.388 3 min 0 1 0.136 2 0 1 0 ' 2 0 I 1 -0.833 1 M4 lmax 0 1 -0.32 3 0 1 0 2 0 1[-0.4193 min 0. 0 1 1 -0.619 -0.334 1 0 1 -0.001 1 0 1 I -0.897 1 3 0 1 0 2 0 1I.01 3 min 0 1 -0.633 1 0 1 1 -0.001 1 0 1 I -0.115 1 3 max 0 1 -0.347 3 0 1 1 0 2 0 1 0.684 1 min 4 max 0 0 1 1 -0.646 -0.36 1 0 1 i -0.001 1 0 1 0.415 3 3 0 1 I 0 2 I 0 1 1.5 . 1 5 min max min 0 0 0 1 1 1 -0.659 -0.373 -0.672 1 0 1 -0.001 1 0 1 0.857 3 3 0 1 0 2 0 1 2.332 1 1 1 0 1 -0.001 1 0 1 1.315 3 MS 1 1 max 0 1 1 1 0.206 1 3 1 0 1 0 3 0 1 2.594 1 2 min max 0 0 1 1 -0.29 0.194 2 0 1 0 2 0 i 1 1.454 3 3 0 1 0 3 0 1 - 2.704 1 3 mm max 1 0 0 1 1 1 ' -0.302 0.182 2 0 1 0 2 0 1 1.223 3 3 0 1 :0 3 0 1 2.829 1 4 min max 0 0 1 H 1_-0.314 0.17 2 3 0 1 0 2 0 1 1.006 3 0 1 0 3 0 1 1 2.968 1 5 mm max 0 0 1 1 1 -0.326 0.158 2 3 0 1 0 2 0 1 1 0.803 3 0 1 0 i 3 1 0 1 1 3.12 1 min 0 1 -0.339 2 1 0 1 0 1 2 11 0 1 i 0.614 3 M6 1 1 Irnax:I 0 1 1 1 1.695 1 1 1. 0 1 1 .0.002 1 2 1 0 1 1 1 2.531 1 1 2 min 1 0 1 0.298 3 0 0 3 0 1 0498 3 1 max 0 1 1.682 1 0 1 0.002 2 0 1 0.42 1 min 1 0 1 0.285 1 3 1 0 1 1 0 1 3 1 0 1 1 1 0.133 1 3 3 max 1 0 1 0.508 1 0 1 0.002 2 0 1 -0.056 3 4 min 0 1 0.081 3 0 1 0 3 0 1 -0.72 2 max 0 1 -0.122 3 0 1 0.002 2 0 1 -0.072 3 min 0 1 -0.668 2 0 1 0 3 0 1 -0.867 2 5 max 0 1 -0.135 3 0 1 0.002 2 .0 1 0.088 3 mm 0 1 -0.682 2 0 1 0 3 0 1 -0.023 1 M7 _1 _max 13.07 1 1. 0 _1 0 1,0 1 j 0.777 3 7.179 3 2 min max 7.12 13.034 1 3. 1 1 0 0 1 1 0 1 0 1 -13.559 2 -20.42 2 0 1 0 1 0.777 3 7.179 3 3 min _max 7.084 12.999 3i iii 0 0 1 _1_ 0 1 •0 1 -13.559 2 -20.42 2 0 1 0 1 0.777 3 7.179 1.1 4 min 7.049 3 0 Ii 0 1 0 1 -13.559 2 -20.42 2 1 max 12.963 LL 0 1 0 ,i 0 1 1 0.777 3 7.179 1 3 5 min 7.013 I 3 _0 1 0 1 0 1 -13.559 2 -20.42 2 1 max i 12.927 I 10 1 0 1 :0 i 1 0.777 3 1 7.179 3 min 1 6.977 3 0 1 1 0 1 0 1 -13.559 2 1 -20.42 2 M8 1 max 1 0 1' -0.067 3 0 1 0.004 2 0 1 0.036 2 IEjfl 0I_1_ -0.67 2 0 _1 10 3 0 _1_ -0.128 3 131max 2!max 0 1 -0.243 3 0 1 10.004 2 0 1 1.739 2 Imin 0 1 -1.609 2 0 1 _0 3 1 0 1 0.103 3 0 1 -0.42 3 0 10.004 2 0 1 4.846 2 IImin 0 1 -2.548 2 0 1 •0 3 0 1 0.599 3 RISA-3D Version 4 [C:\PAUL\7886MeIIosGriot\STAIR.r3d] Page 4 I I I I I I I I I I I I I 1 I I I I Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (K) (K) (K) (K-ft) (K-ft) (K-ft) 4 ImaxI 0 1 ii -0.596 1 3 1 0 11 1 0.004 2 0 ii 9.357 2 - 5 min 1 0 1 I -3:487 2 0 I 1 11 0 3 0. ii 1.358 3 max 1 0 1 -0.773 3 0 1 0.004 2 0 1 15.272 2 min 0 1 - -4.426 2 0 1 0 1 3 0 1 - 2.381 3 M9 i 1 1 max 1 0 1 1 2.878 1 3 0 1 0.001 3 0 1 6.78 3 2 mm 0 1 1 0.163 2 0 1 0 2 0 1 -0.272 2 max 0 1 1 1.984 3 0 1 0.001 3 0 1 i 3.32 3 min o 1 -0.005 2 0 . 1 0 2 0 1 -0.385 2 3 ImaxI 0 1 1 1 1.091 3 0 1 0.001 3 0 1 1.131 3 4 1 - 5 mm . 0 1 -0.173 2 0 1 0 2 0 1 -0.259 2 max 0 1 0.197 3 0 1 0.001 3 0 1 0.333 1 -0.341 2 0 1 0 2 0 1 0.106 . 1 2 mm 0 max 0 1 -0.509 2 0 1 0.001 3 0 1 1.223 1 min 0 1 1 1 -1.072 1 1 0 1 0 2 0 1 0.571 3 M10 1 max 0 1 0.177 1. 2 0 1 1 0 2 0 1 -0.238 2 min 0 1 -1.352 3 0 1 -0.003. 1 0 1 -1.32 I 3 2max 0 1 0.16 2 0 1 0 2 0 1 0.124 3 3 4 min 0 1 -1.369 3 0 1 4003 1 0 1 -0.417 I 2 max 0 1 0.143 2 0 1 0 2 0 1 1.586 3 min 0 1 -1.386 3 0 1 -0.003 1 . 0 1 -0.579 2 max .0 1 0.126 2 0 1 0 2 0 1 3.066 3 5 min 0 1 -1403 3 0 1 -0.003 1 0 1 -0.722 2 max 0. 1 0.109 2 0 1 0 2 0 1 4.564 3 min o 1 -1.42 3 0 1 -0.003 1 0 1 -0.847 1 2 Mu 1 max 0 1 2.68 2 0 1 -0.003 3 0 1 1 9.283 1 2 - 2 min 0 1 0.311 3 0 1 -0.021 2 0 1 1 0.74 1 3 max 0 1 - 2.663 2 0 1 -0.003 1 3 1 0 1 6.332 2 3 min 0 1 0.293 3 0 1 -0.021 2 0 1 0.407 3 max 0 1 2.645 2 0 1 -0.003 3 0 1 3.402 2 4 min a 1 0.275 3 0 1 -0.021 2 0 1 0.093 3 max 0 1 2.6271 2 0 1 -0.003 3 0 1 0.49 2 5 min 0 1 0.258 1 3 1 0 1 -0.021 2 0 1 -0.202 3 max 1 0 1 2.61 1 2 1 0 1 -0.003 3 0 1 -0.477 3 min 1 0 1 0.24 3 0 1 -0.021 1 2 0 I 1 -2.42 1 M12 1max 1 0 1 -0.885 3 0 1 0.022 2 0 1 -0.891 3 min 1 0 1 -1.979 1 0 1 -0.002 3 0 1 -2.839 1 2 max 0 1 -0.902 3 0 1 0.022 2 0 1 0.043 3 3 min 0 1 -1.996 1 0 1 -0.002 3 0 1 -0.818-i 2 max 0 1 -0.919 3 0 1.1 1 0.022 1 2 1 0 I 1 1 1:331 1 4 min 0 1 -2.012 1 0 1 1 -0.002 3 0 1 0.92 2 max 0 . 1 -0.936 3 0 1 1 0.022 2 0 I 1 3.442 1 5 min 1 -2.029 1 0 1 -0.002 3 0 1 1.963 3 max 0 1 -0.952 3 0 1 0.022 2 0 1 5.571 1 min 0 1 -2.046 1 0 1 -0.002 3 0 F 1-T 2.949 3 M13 1 max 0 1 0.646 1 1 0 1 0.008 3 0 1 1 1.454 3 2 min ü 1 0.199 2 0 1 -0.007 2 0 1 -0.433 2 max 0 0.63 1 0 : i 0.008 - - 3 0 1 0.825 3 3 min 0 1 0.183 2 0 1 -0.007 2 0 1 -0.622 2 max 0 1 0.614 1 0 1 0.008 3 0 1 . 0.211 3 4 min 0 1 0.1672 0 1_ -0.007 2 0 1H-0.795 2 max 0 1 0.598 1 0 1 1 0.008 3 0 1 1 -0.387 3 min 0 1 1 0.151 2 0 1 -0.007 2 0 :1-1.141 1 5max 0 1 1 0.5821 0 1 1 0.008 3 0 11-0.9693 mm : 0 1 1 0.135 2 0 1 . -0.007 2 0 1 1 -1726 i 1 I RISA-3D Version 4 [C:\PAUL\7886MeIlosGriot\STAIR.r3d] . Page 5 I I I I I I I I I I I I I I I I I I • Envelope Member AISC ASD 9th Code Checks I Member Label Code Chk Loc Shear Chk Loc Dir Fa Fb y-y Fb z-z ASD Eqn. - -- (Ft) Lc (Ft) Lc Ml 1 0.58 i 5 1 1 0.028 3.056 y_ 1 5.085 27 7.725 H1-2 M2 I 0.663 0 ii 0.043 1.476 y_ _1_1 5.447 27 7.995 H1-2 M3 0.235 0 3 0.019 _1.557 y_ _1_ 5.829 1 27 8.271 H1-2 M4 0.396 5 1 0.026 _3.194 _y_ _1_ 5.085 27 7.725 H1-2 - M5 0.484 1 4.61 1 0.012 _4.61 2 _y_ 1 5.982 27 8.379 H1-2 I_43 0 1 0.064 _1.667 1 .y_ 1 5.085 27 7.725 H1-2 _0. 7?D I0 2 0 _0 0 1 20.573 23.76 23.76 H1-3 - M8 0.559 5.98 1 2 1 0.14 _5.98 2 _y_ 13.876 27 19.306 H1-2 M9 0.242 0 3 0.091 _0 3 .y_ 14.408 27 19.747 H1-2 - MiD 0.152 4.245 3 0.045 3.538 1_y_1 3 16.856 27 21.6 H1-2 Mil 0.33 0 2 0.09 .1.963 1 2 _y 16.584 27 21.439 H1-2 M12 0.202-1 4.179 1 0.068I2.322 1 _y_ 16.959 27 21.6 H1-2 M13 0.053 0 3 0.021 1.431 _y 3 17.289 27 _23.76 _H1-2 Envelope Joint Displacements I Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate (In) Lc(In) Lc (In) Lc (radians) Lc (radians) Lc (radians) Lc Ni max 0.074 3 0.126 3 0.008 3 0 3 0.000 2 0.009 2 min -0.21 2 -0.689 2 -0.139 2 -0.005 2 0.000 3 -0.002 3 N2 max 0.074 3 -0.019 3 0.008 3 0 3 0.000 2 0.008 2 min -0.21 12 -0.19 1 2 -0.139 2 -0.005 2 0.000 3 -0.003 3 N3 max 0.074 '3 0.307 2 0.008 3 0 3 0.000 2 0.007 2 min -0.21 2 -0.139 3 1 -0.139 2. -0.005 2 0.000 3 -0.003 3 N4 max 0.074 3 0.567 2 0.008 3 0.001 3 0.000 2 0.007 2 min -0.21 2 -0.168 3 -0.139 2 -0.005 2 0.000 3 -0.003 3 N5 max 0.074 3 1 0.147 2 0.008 .3 0 3 0.000 2 0.007 2 min -0.21 2 0.006 3 -0.139 2 -0.005 2 0.000-77-3 -0.003 3 N6 I max 0.074 3 0.121 3 0.008 3 0I3 0.000 2 0.008 2 min -0.21 2 -0.353 1 2 -0.139 2 -0.005 2 0.000 3 -0:002 3 N7 max 0.074 3 -0.002 1 3 0.008 3 0I 3 0.000 2 0.007 2 min -0.21 2 -0.003 i 1 -0.139 2 -0.005I 2 0.000 3 -0.002 3 N8 max 0.000 3 _0.000 _3 0.000 3 1 0.000I 3 0.000 2 0.000 2 min 0.000 2I0.00011 0.000 2 1 0.00012 0.000 3 0.000 3 U Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment I (K) Lc (K)Lc(K) Lc (K-ft)Lc(K-ft)Lc(K-ft)Lc N8 max 1 0.000 2113.0711 _0.000 2113.5591210.000 _317.179 _31 min 0.000 3I_7.1.2I3I_0.000 31 -0.777.I_3I_0.000I_2I-20.42I2I Reaction Totals: max 0.000 2 2 I min 0.000 .3 _13.07 _7.12 _1 _3 _0.000 _0.000 3 I I I RISA-3D Version 4 [C:\PAUL\7886MelIosGriot\STAIR.r3d] Page 6 I DATE 2/15/2002 burkett ENGR. PK & wong PROJECT ENGINEERS caisson Nonconstrained, UBC 1806.8.2.1 lib h= 1 ft d=ft.trial b = /.33 pp = pcf/ft S1 = A='. dre7'd= 8.0 ft \ Caisson Constrained, UBC 1806.8.2.2 2720 lb h= 5 f b= 2.5 ft d = 5.5 ft. trial pp = 200 pcf/ft S3= 1100 dreq'd= 4.58 ft --- 'd/577,JC,_ SHEET _ JOBNO.9-7.94 4 .4f'4 I '.: . ±: •. •,. .: • I I 4 4 (.' 1$ r "S1Olt4L'1IO "k4 1' I In4J 88 4 .'.!47.t7 .:/...1j 'l . 4'. 4 '1.j1 8'; 44 4ç t 14 V I V.#'%. •'\ 1•• '' *' )1 47 .• I .. 't 1 - __-_ ~1~ ~~~, ~- VOMI li, JM 4 -1 -. '~',l ...... ~ . ,- ~-. _-Vr%~6~ -2 ;,~iZ .... -9-..-,;, .. ~, _. , ~ ~ !': . <,' .7.: I. : __ .. -11' - 1.r - "'; :.. .' I - -: -.... r - . - - -. -' - ---; ' -' -' - -' 4- -, ,. '-. _-&•' - -. - ..- - - -. ._7 S. - - - - - - - - - .__ -- -- : ' - -- #' ') - -. - -, -' - . - - - - .- .%_ •:- - _C- __ .-.- - - li; ? tL 2 r I - : -L:-: - -. -- -- - . -- i- d - - - fr- - - j 5 . - - .-, I --: . . t V 1 4 -- -_ - - .. . -• . -• -, - 4- --4 .-'.- -' - • ..--------.----.- ---r"---------- : ..---: - -'-'- .: - •' - - --- ,' :,-1 -F - -,. '-%- - Nf ..- - e?- ' 4i -1. - I - - - : - --- 7i--- '-. - :-- rL-'..i - ._- I ' - * - - - - -c • - .-- - 1 : .. a .1. :~ i . , : :: ~- .- [ . . * %, . _. I':- - I - - _______ — I •: ---- .- JN : I - - -\' - - - .. -.-- - - .. .. ,. ... .. .., 1 _,_ - I -: '---1 - , . -~ f'. . - . .. — _1 ... .. . "a. ... .: .: . '-' ., ,~' *' 1: - I.:, . . .. .. .. - - '4 1 : DATE ENGR_________________ PROJECT 1.14 Su-tA) S burkett &wong 10 structural & civil engineers SHEET (P'3 JOB NO - 5z '14 90 ly (Jir—C,-J c/:.- F '\ I iETv'-J tr.;Y; YL .•--J ::— DATE ENGR__________________ I PROJECT burkett &wong 40 structural $ civil engineers SHEET JOB NO W'\L l2-9 \/L: /.7- 1 797 t C 77-1 6 -,-- OLd - I- C_( -f&c L,-i-c-- cL--- 1) - .2 E14 5r 21f (t 1-'4--' Th '73 2 ef,- -r/) :::-I.:: 43 f_I 5 /4 41 _n_7 DATE: 2/19/2002 burkett SHEET____________ ENGR:PK &wong JOB NO._________ structural & civil engineers Out-of-Plane Force to Wall 1997 UBC 1632.2 1p= 1.00 - ap= 1.00 Table 16-0 Rp= 3.00 Table 16-0 t -r. ro51, WP = 90.00 psf - Ca = 0.44 Table 16-Q - hr= 24.00 ft parapet= 1.00 ft Coeff. hx Strength Level Force Fp = 0.605 25 54.5 psf Fp= 0.586667 24 52.8 psf Fp = 0.568333 23 51.2 psf Fp = 10.55 22 49.5 psf Fp = 0.531667 21 47.9 psf Fp= 0.513333 20 46.2 psf Fp = 0.495 19 44.6 psf Fp = 0.476667 18 42.9 psf Fp = 0.458333 17 41.3 psf Fp = 0.44 16 39.6 psf Fp= 0.421667 15 38.0 psf Fp = 0.403333 14 36.3 psf Fp = 0.385 13 34.7 psf Fp = 0.366667 12 33.0 psf Fp= 0.348333 11 31.4 psf Fp= 0.33 10 29.7 psf Fp= 0.311667 9 28.1 psf Fp = 0.293333 8 26.4 psf Fp= 0.275 7 24.8 psf Fp = 0.256667 .6 23.1 psf Fp= 0238333 5 21.5 psf Fp= 0.22 4 19.8 psf Fp= 0.201667 . 3 18.2 psf Fp= 0.183333 2 16.5 psf Fp= 0.165 1 14.9 psf Fp= 0.146667 0 1 13.2 psf Fp mm = .7xCa x 1p x Wp = 1 27.7 psf 10'c17 /4 ' Tc UCD& tJ a 4 - DATE burkett ENGR________ &wong PROJECT structuiol & civil engineers SHEET —? 1 JOB NO -, •y'__-_ Cp— 3,c.) 10 / ., /,4,c 2, / Th .\-1 VA > I /<- burkett -, DATE Of &WOfl9 SHEET JOB NO _C ENGR _______________ I structural & civil en91n00r5 PROJECT &u to ei -- / e) 7 1 9r/Lc/ - a S'cYv. -; - C-, ( ( 1Lt- '-•, 1'•- ' I DATE _ bukett SHEET__________ _______________________ ENGR___ & WOfl9 QO JOB NO I structural & civil engineers I PROJECT t'V Lo A-i -& /r D a-c•7-- _Qcf?. jc'S c-c-4 E. (a (L9 r E- et y La :FTrbO o &.1oi_ Lc / $,,'--- j7.i k,' 1 t n, 'A ) . yc(PQ(Q?O ndependent Testing & Engineering Services for Electrical Power Systems Pacific Southwest REGIONAL OFFICE 3150-BEAST BIRCH STREET BREA, CA 92821 (714) 961-2888 FAX (714) 961-2889 January 2, 1998 etiRef.: 2072065 City of Irvine Community Development One Civic Center Plaza Irvine, CA 92713 Attention: Mr. Russ Helmick This letter is to advise you that lectro-Test, Inc. (eti) has been retained to perforiman equipment labeling evaluation on the following pieces of equipment: 1. Vacuum chamber #1. Seiki edging machine 2. Vacuum chamber 92. .10. Sidai edging machine 3. Vacuum chamber #3. ii. Saw 4. Vacuum chamber #4. 12. YGS- 16 polishing machine. 5. Vacuum chamber 95. . 13. Arm polisher machine. 6.. Vacuum chamber #6. 14. Hand polishing machine 7. Vacuum chamber #7. 15. Vertical mill. Centering Bench .. 16. Two polishing machines. Our client isMelles Griot located at 16542 Milliken, Irvine, CA 92606. The equipment will be installed at 16542 Milliken, Irvine, CA 92606. We visited the jobsite on December 30, 1997 to perform a visual inspection of the equipment and perform preliminary tests. We found the equipment to be generally in compliance with applicable codes and standards and of industrial grade quality. Based on Our initial visit and findings we recommend that Melles Griot be allowed to energize and operate this equipment, for testing purposes only, while a complete evaluation report is being prepared. Should you have any questions regarding this matter, please contact us. Sincerely, LECTRO-TEST, INC. - 'amDaye, . ... Senior Compliance d.gineer SD/cb C: Bill Jackson, Meiles Griot i C(tIinccYporatcd Pacific Southwest Region 3150.8 E. BIRCH ST. BREA, CA 928214250 (714) 961.2988 FAX (714) 961.2989 Independent Testing & Engineering Services for Energy Systems August 25, 1998 ETI Reference: 2072065 Mr. Russ Hélmick Community Development Center One Civic Center Plaza Irvine, CA 92713 Client: Mr. Bill Jackson Melles Griot 16542 Millikan Avenue Irvine, CA 92606 Dear Mr. Helmick: Enclosed please find one (1) copy of the subject test report, as prepare d b y E T I S r . Compliance Engineer, Mr. Sam Daye. The equipment evaluated in this report has been inspected for general co m p l i a n c e w i t h applicable codes and standards with regard to construction, testing and g e n e r a l s a f e t y . Details of this evaluation are provided in this report. Based on our evaluation and testing the equipment covered by this report , w e f i n d t h e equipment and its installation to be in compliance with the applicable industr y c o d e s a n d standards referenced herein. S Should this report be approved, please. sign and date the report cover shee t i n t h e s p a c e provided and return a signed copy in the enclosed envelope. If you have any questions, or if we can be further service, please feel fre e t o c a l l m e . Sincerely, ELECT-TESJL INC. A. D. Pamplona Pacific Southwest Region Manager ADP/ad enc. c: Melles Griot I I Lci ctr incorporctc d Independent Testing & Engineering Services for Energy Systems Pacific Southwest Region 3150-8 a BIRCH ST. BREA. CA 92821-6250 (714) 961-2888 FAX (714) 961-2889 EQUIPMENT LABELING REPORT at Melles Griot 16542 MiHikan Ave. Irvine, CA 92606 for: Melles Griot 16542 Millikan Ave. Irvine, CA .92606 Equipment: Refer to Section 5.0 INSPECTION AUTHORITY City of Irvine Community Development Center I Civic Center Plaza Irvine, CA 92713 Attention: Mr. RUss Helmick Samaye Sr. Compliance Engineer 'A. D. Pamplona Pacific Southwest Region Manager ETI Reference: 2072065 . August 24, 1998 TABLE OF CONTENTS 1.0 PURPOSE 2.0 EXECUTIVE SUMMARY 3.0 GENERAL CONDITIONS OF ACCEPTANCE 4.0 REFERENCED ELECTRICAL STANDARDS 5.0 EQUIPMENT INSPECTED 6.0 PROCEDURES 6.1 Inspections Visual Inspection Grounding Guarding of Live Parts 6.2 Testing 6.3 General discrepancies 7.0 EQUIPMENT EVALUATION- 0 System Description Grounding Guarding of Live Parts •Overcurrent Protection .0 Wiring Installation & Equipment Discrepancies Field Testing 8.0 TEST. EQUIPMENT APPENDIX FIELDEVALUATION TES TDATA. UL5O8TEMPERATURERlSE TABLE 4O.1 EQUIPMENT PHOTOGRAPHS .' 1.0 PURPOSE The purpose of these inspections and tests is to provide assurance that custom or non-certified equipment meets the requirements of the appropriate codes, safety orders and industry standards. These tests are normally required by local building inspection agencies when equipment has not been certified by a recognized independent testing agencies. These inspections address only the electrical system on the subject equipment. 2.0 SUMMARY This project was initiated at the request ofMr. Bill Jackson of Melles Gnat. Inspection and testing was performed between December 10, 1997 and July 21, 1998 by Mr. Sam Daye of Electro-Test,.lnc. Some electrical discrepancies were observed as described in Section 7.0. All equipment discrepancies identified during the evaluation of the equipment were reported by December 19, 1997. All equipment corrective actions for the equipment were verified to be completed and met the workmanship requirements of the. applicable standards by July 21, 1998. Test results are included in appendix 1. Field measurements were taken by ETI on July 21, 1998, as detailed below. These measurements were within the manufacturer's specifications. The incoming power line on each piece of equipment was tested for insulation resistance by applying 1000 volts (dc) line to ground for a period of 60 seconds. The incoming power line passed the insulation resistance test. The input current and voltage of the equipment were measured to verify that each of the equipment was operating within its rating. The current and voltage measurements were within the equipment nameplate rating. Temperature rise testing was performed on the inside of each of the equipment enclosures. The points selected were those components identified in UL table 40.1 that would most likely have the highest temperature rise based on operating current and grouping of components. The temperature rise was within the values specified by UL 508 table 40.1. All equipment test results were found to be satisfactory. Individual field test data sheets containing test results are contained in appendix 1. We consider this equipment to be in compliance with electrical codes and standards listed in Section 4.0, pursuant to the conditions of acceptance described in Section 3.0. Note that final approval is under the jurisdiction of the City of Irvine, CA. 3.0 GENERAL' CONDITIONS OF ACCEPTANCE 3.1 In the event of modifications resulting in a change in the materials, manufacturing methods, loading or environment that would affect the u s e of the accepted product under the provisions of the noted electrical standards, this acceptance will be' considered automatically canceled. The applicant will be required to request re-examination of this produ c t t o determine acceptability. 3.2 ETI's acceptance of the equipment referenced in Section 5.0 does not assume or discharge the responsibility of the equipment manufacturer, installer or other relevant parties. 3.3 Equipment evaluation is based upon adherence to sound engineering practices, and upon compliance with the specific sections quoted from t h e electrical standards referenced in Section 4.0 of this report. 3.4 This acceptance applies to the electrical circuits and components only, a s referenced in this report. Unless noted otherwise, it specifically excludes examination for suitability, of use for equipment involving toxic or corrosive gases, steam, and locations defined as hazardous by the National Electrical Code. 4.0 REFERENCED ELECTRICAL STANDARDS 4.1 NFPA-70, "National Electrical Code" 4.2 NFPA-79, "Electrical Standard for Industrial Machinery" 4.3 UL-508, "Industrial Control Equipment" 5.0 EQUIPMENT INSPECTED 5.1 Three (3) vacuum chambers (ETI labels M200598/ M200599/ M200600) Model No: Bell Jar Glass Serial No: 13/27/28. Mfg: Varian Rating: 208 Volts, 15 Amps, 1 Ph, 60 Hz. 5.2 , Four (4) vacuum chambers (ETI labels M200601/ M200602/ M200603 / M200604). .'Model No: Bell Jar Glass Serial No: ' 14/18/23/72 Mfg: ISEE Rating: 208 Volts, 20 Amps, 3 Ph, 60 Hz. 5.3 Two (2)-polishing machines (ETI labels M200605/ M200606). Model No: 6Y1 Serial No: 474-4-74/ 270-5-74. Mfg: Strasbaugh . Rating: 208 Volts, 2 Amps, 3 Ph, 60 Hz. 5.4 YSG-16 polishing machine (ETI label M200607). Model No: YSG-10 Serial No: 7607 Mfg: Yoshikaya Rating: 208 Volts, 15 Amps, 3 Ph, 60 Hz. 5.5 Vertical Mill (ETI label M200608). Model No: 7 Serial No: 63653 Mfg: Select Rating: 208 Volts, 5 Amps, 3 Ph, 60 Hz. 5.6 Saw (ETI label M200609). . Model No: 5-18H Serial No: H-645 Mfg: Boyar Schultz Rating: 208 Volts, 3 Amps, 3 Ph, 60 Hz. 5.7 Hand Polisher (ETI label M200610). Model No: 6K 'Serial No: 71270 Mfg: Strasbaugh . Rating: 110 Volts, 2.3 Amps, 1 Ph, 60 Hz. 5.8 Arm polisher (ETI label M200611) Model No: 6BR Serial No: 4660 . Mfg: Strasbaugh . Rating: 208 Volts, 2.3 Amps, 1 Ph, 60 Hz. 5.9 'Centering bench (ETI label M200612). ' Model No: 1 ' Serial No: 2 Mfg: Melles Griot ' Rating: 208 Volts, 1 Amps, .3 Ph, 60 Hz. 5.10 Edging machine (ETI label M200613. 'Model No: 60 ' Serial No: 84042473 ..' Mfg ' Saida Seiki ' Rating: 208 Volts,1 Amps, 3 Ph,'60 Hz. £ 6.0 PROCEDURES 6.1 Inspections The following major power components were verified to be listed by a Nationally Recognized Test Laboratory (NRTL) or were evaluated to a NRTL Standard: o Switches o Pushbuttons o Relays o Wiring o Disconnect switches .01 Visual Inspection The equipment was visually inspected with particular attention to the following areas: Use of "approved" components. Properly sized overcurrent protection. Wiring ampacity. Grounding. NFPA-70 wiring methods. Guarding of live parts. Damaged components. General engineering practices. .02 Grounding Exposed non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded. Ref. NFPA-70, Article 250. .03 Guarding of Live Parts All internal components are enclosed in a grounded enclosure, and are effectively guarded per NFPA-70 Article 110-17. 6.2 Field Testing Procedures .01 Insulation Resistance Test Equipment Motor, Insulation: 1000 VDC tine to ground was applied for 60 seconds to the motors on each machine. Power line insulation: The incoming power line on the equipment • was tested for insulation resistance by applying 1000 VDC to ground for 60 seconds. • .02 Current and Voltage Measurements The input current and voltage were measured to verify that the equipment was operating within its ratings under full load normal operating conditions. .03 Temperature Rise Test: Temperature rise testing was performed on the enclosure surface and the interior components. The points selected were those components identified in UL 508, table 40.1 that would have the highest temperature rise based on operating current and grouping of components. Temperatures were measured with a Fluke 80 TK temperature module with type K thermocouple with the equipment operating under full load normal operating conditions. 6.3 General Equipment Discrepancies The following discrepancies apply to each piece of equipment listed in section 5.0 above. Additional discrepancies which were noted for each pièce of equipment and are listed in section 7.0. .01 The marking for replaceméht fuses was not installed next to the fuse block. Ref., UL 508, section 57.20. Correction: A marking is installed inside the control panel identifying the replacement fuse size and type. 02 The equipment nameplate was not installed. Ref. NFPA-79, section 4.7. Correction: A nameplate is installed listing the machine manufacturer, serial number, model number, supply voltage, phase, frequency, full load current, ampere rating of largest motor or load, short circuit interrupting capacity of the machine overcurrent protective device, and the electrical diagram number. 03 The following warning sign "DANGER, Risk of electric shock, disconnect all power before servicing or opening this panel" or equivalent was missing: Ref., NEC 110-17(c), and UL 508, section 59. Correction: A warning sign is installed on the equipment enclosure to warn users of the potential electrical hazards involved per the above. 04 The equipment was not secured to the floor surface. Ref., NFPA- 70 section 110-13 (a). Correction: The equipment is now secured to the floor surface using approved means. .05 The feeder identification was not marked on the control panel. Ref., NFPA-70 (NEC), section 100-22. Correction: The feeder source is now identified on the control panel. 7.0 EQUIPMENT EVALUATION 7.1 Three (3) vacuum chambers (ETI label M200598/ M200599/ M200600) Model No: Bell Jar Glass Serial No: 13/27/28. Mfg: Varian Rating: 208 Volts, 15 Amps, 1 Ph, 60 Hz. Description of Operation This equipment is used to coat optic lenses. 7.1.1 Grounding • All exposed non-current carrying parts are effectively grounded by a # 12 - AWG, THHN, insulated green colored ground wire. 7.1.2 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.1.3 Overcurrent Protection 20 Amps fuses type RK5 with A!C rating of 200kA!C. 7.1.4 Wiring Input: # 12AWG, THHN, one (1) per phase. Control: # 12 AWG, THHN. 7.1.5. Installation & Equipment Discrepancies .01 The disconnect switch did not have the required proper clearance - in front of it. Ref., NFPA-70, section 110-16. Correction: At least 3 feet clearance in front of the disconnect switch is now provided. 02 The line side of the main disconnect had exposed energized parts in the off -position. Ref., NFPA-79 section 7.7. Correction: An approved in cover is installed to avoid accidental contact with energized parts. 7.2 Four (4) vacuum chambers (ETI labels M200601/ M200602/ M200603/ M200604). Model No: Bell Jar Glass Serial No: 14/18/23/72 Mfg: ISEE Rating: 208 Volts, 20 Amps, 3 Ph, 60 Hz. 7.2.1 Description of Operation: This equipment is used to coat optic lenses. 7.2.2 Grounding All exposed non-current carrying parts are effectively grounded by a # 12 AWG,THHN. 7.2.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.2.4 Overcurrent Protection 20 Amps fused disconnect switch with 15 Amps fuses type RK5 with AIC rating of 200 kAlC at 480 Volts. 7.2.5 Wiring Input: #12AWG,THHN. Control: # 12; and # 14 AWG, TH 7.2.6 Installation & Equipment Discrepancies .01 Some conduit bushings were damaged. Ref., NFPA-70 section 346-8. • Correction: Proper bushings are installed for all conduits. ( 02 There were foreign debris inside the control Panel. Ref., NFPA-70 section 110-12. Correction: The control panel is cleaned of foreign debris. .03 There were exposed parts with the disconnecting means in the off position,the incoming supply conductors were directly terminated to a terminal block that is ahead of the line side of the main disconnect. Ref., NFPA-79, section 7.7. Correction: The supply condUctors were terminated directly to the line side of the discohnecting means. .04 There were unused openings on the side of the control cabinet. Ref., UL 508, 4.3; NEC 110-12. Correction: All unused openings are properly covered. 05 The electrical cords entering and exiting the electrical control cabinets did not have strain relief devices installed on them. Ref., NEC 400-10. Correction: A strain relief device is installed for each cord entering and exiting the electrical control cabinets. 7.3 • Two (2) polishing machines (ETI labels M200605/ M200606). Model No: 6Yl Serial No: 474-4-74/ 270-5-74 Mfg: Strasbaugh Rating: 208 Volts, 2 Amps, 3 Ph, 60 Hz. 7.3.1 Description of Operation: This equipment is used to polish optical lenses. 7.3.2 Grounding All exposed non-current carrying parts are effectively grounded by a # 12 AWG, THHN. 7.3.3. Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.3.4 Overcurrent Protection 20 Amps circuit breaker with AlC rating of 14 kAIC at 480 Volts. 7.3.5 Wiring Input: #12 AWG, THHN. Control: # 12, and 14 AWG, THHN. 7.3.6 Installation & Equipment Discrepancies .01 There is no disconnecting means readily accessible. Ref., NFPA- 79, section 5.1. Correction: A readily accessible disconnecting means is installed near the equipment. 7.4 YSG-16 polishing machine (ETI label M200607). Model No: YSG-10 Serial No: 7607 Mfg: Yoshikaya Rating: 208 Volts, 15 Amps, 3 Ph, 60 Hz. 7.4.1 Description of Operation: This equipment is used to polish optical lenses. 7.4.2 Grounding All exposed non-current carrying parts are effectively grounded by a # 10 AWG, THHN. 7.4.3 Guarding of Live Parts The control panel is equipped soit can only be opened with a special tool. 7.4.4 Overcurrent Protection 20 Amps circuit breaker with AIC rating of 14 kAIC at 480 Volts. 7.4.5 Wiring Input: # 10 AWG, THHN. / Control: # 12, and 14 AWG, THHN. 7.4.6 Installation & Equipment Discrepancies .01 The main enclosure and the operator controls were not rated for water proof application. Ref., UL-50 section 6. Correction: Means are provided so that the enclosure and the operator control panel are not subject to water penetration. .02 The fuses, fuse blocks, motor contactor and relay are not listed by a Nationally Recognized Testing Laboratory, (NRTL). Ref., NFPA- 70 section 110-2. Correction: The components listed above are replaced with units that are listed by an Nationally Recognized testing Laboratory (NRTL). .03 The equipment was missing a disconnecting means. Ref., NFPA-. 70, section 430-102. Correction: A properly rated disconnect is installed for this equipment. 7.5 Vertical Mill (ETI label M200608). Model No: 7 Serial No: 63653 Mfg: Select Rating: 208 Volts, 5 Amps, 3 Ph, 60 Hz. 7.5.1 Description of Operation: This equipment is used to drill holes into materials. 7.5.2 Grounding All exposed non-current carrying parts are effectively grounded by a #12 AWG, THHN. 7.5.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.5.4 • Overcurrent Protection 20 Amps circuit breaker with AIC rating of 14 kAIC at 480 Volts. 7.5.5 Wiring Input: #1O AWG, THHN. Control: # 12 AWG, THHN. 7.5.6 Installation & Equipment Discrepancies .01 The equipment is not connected with a rigid conduit. Ref., NFPA- 70 section 400-7 and 400-8. Correction: The equipment is connected with a rigid conduit. .02 The equipment was missing a disconnecting means. Ref., N EPA- 70, section 430-102. S • Correction: A properly rated disconnect is installed for this equipment. 7.6 Saw (ETI label M200609). Model No: 5.718H Serial No: H-645 Mfg: Boyar Schultz Rating: 208 Volts, 3 Amps, 3 Ph, 60 Hz. 7.6.1 Description of Operation: This equipment is used to cut glass. 7.6.2. Grounding All exposed non-current carrying parts are effectively grounded by a #12 AWG, THHN. 7.6.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.6.4 Overcurrent Protection 20 Amps circuit breaker with AIC rating of 14 kAIC at 480 Volts.. 7.6.5 Wiring Input: # 12 AWG, THHN. Control: # 12 AWG, THHN 7.6.6 Installation & Equipment Discrepancies .01 The pump electrical cord was damaged. Ref., NFPA-70 section 110-2. Correction: The cord was 'replaced with a properly rated one. 7.7 ': Hand Polisher (ETI label M200610). Model No: 6K 'Serial No: 71270 Mfg: Strasbaugh Rating: 110 Volts, 2.3 Amps, I Ph, 60 Hz. 7.7.1 ,Description of Operation: This equiprrient is used to polish 'optical lenses. 7.7.2 'Grounding All exposed non-current carrying parts are effectively grounded by a # 12 AWG, THHN. 7.7.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.7.4 Overcurrent Protection 20 Amps circuit breaker with AlC rating of 14 kAIC at 480 Volts. 7.7.5 Wiring Input: # 12 AWG, THHN. Control:# 12 AWG, THHN. 7.7.6 Installation & Equipment Discrepancies As listed in section 6.3 above. 7.8 Arm polisher (ETI label M20061 1) Model No: 6BR Serial No: 4660 Mfg: Strasbaugh Rating: 208 Volts, 2.3 Amps, 1 Ph, 60 Hz. 7.8.1 Description of Operation: This equipment is used to polish optical lenses. 7.8.2 Grounding All exposed non-current carrying parts are effectively grounded by a # 12 AWG, THHN. 7.8.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.8.4 Overcurrent Protection 15 Amps circuit breaker with AIC rating of, 14 kAIC at 600 Volts. 7.8.5 Wiring Input: # 12 AWG, THHN. Control: # 12, 14 AWG, THHN. 7.8.6' Installation & Equipment Discrepancies 01 There were more than one ground conductor terminated at the ground terminal of this equipment. Ref., NEC section 110-3. Correction: A ground terminal with multiple connections is installed and each ground conductor is separately terminated on the ground terminal. .02 There is no disäonnecting means readily accessible. Ref., NFPA- 79, section 5.1. Correction: A readily accessible disconnecting means is installed near the equipment. 7.9 Centering bench (ETI label M200612). Model No: 1 Serial No: 2 Mfg: Melles Griot Rating: 208 Volts, 1 Amps, 3 Ph, 60 Hz. 7.9.1 Description of Operation: This equipment is used to check center points of different glass materials. .7.9.2 Grounding All exposed non-current carrying parts are effectively grounded by a # 12 AWG, THHN. 7.9.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.9.4 Overcurrent Protection I 5Amps circuit breaker with AIC rating of 14kAlC at 480 Volts. 7.9.5 Wiring Input: # 12 AWG, THHN. Control: # 12 AWG, THHN. 7.9.6 Installation & Equipment Discrepancies No discrepancies were observed other than what is applicable under the general discrepancies section 6.3 above. 7.10 Edging machine (ETI label M200613. Model No: 60 Serial No: 84042473 Mfg: Saida Seiki Rating: 208 Volts, 1 Amps., 3 Ph, 60 Hz. 7.10.1 Description of Operation: This equipment is used to form rounded contours on optical lenses. 7.10.2 Grounding All exposed non-current carrying parts are effectively grounded by a #12 AWG, THHN. 7.10.3 Guarding of Live Parts The control panel is equipped so it can only be opened with a special tool. 7.10.4Overcurrent Protection 15 Amps circuit breaker with AlC rating of 14kAlC at 480 Volts. 7.10.5-Wiring Input: #I2 AWG, THHN. Control: # 12 AWG, THHN. 7.10.6 Installation & Equipment Discrepancies As listed in section 6.3 above. 8.0 TEST EQUIPMENT Fluke Model 87 Digital multimiter asset# 24-61, with a Fluke 80TK thermocouple calibrated on 314/97. Fluke model 801-600 split core current transformer, asset # 20-354 calibrated on 3/4/97. Insulation resistance tester model Biddle, asset # 20-01216, calibrated on 3/4197.Fluke \ APPENDIX 1 EQUIPMENT PHOTOGRAPHS • 5.1 Three (3) vacuum chambers (ETI labels M200598/ M2005991 M200600) Model No: Bell Jar Glass • Serial No: 13/27/28.. Mfg: Varian • Rating: 208 Volts, :15 Amps, I Ph, 60 Hz. - 4.. I - - - Ifr n. • 1 • :7 1 J:. 5.3 Two (2) polishing machines (ETI labels M2006051 M200606)., Model No: 6Y1 Serial No:.. 474-4-741 270-5-74 Mfg: Strasbaugh Rating: . 208 Volts, 2 Amps, 3 Ph, 60 .Hz. 5.4 YSG-16 polishing machine (ETl label M20060).., Model No: YSG-10 . . Serial No: 7607 .. Mfg: .Yoshikaya .• Rating: 208 Volts, 15 Amps, 3 Ph, 60 Hz. 5.9 Centering bench (ETI label M200612). Model No: I Serial No: 2 Mfg: Melles Griot Rating: 208 Volts, 1 Amps, 3 Ph, 60 Hz. 5.10 Edging machine (ETI label M200613. Model No: 60 Serial No: 84042473 Mfg: Saida Seiki Rating: 208 Volts, 1 Amps, 3 Ph, 60 Hz. APPENDIX. 2 UL 508 TEMPERATURE RISE TABLE 40.1 FURUAY. 1 INDUSTRIAl. KTRO4. (OUIPI.IENT - IL SOI Table 40.1 (contd) Maximum acceptable temperature lists 70 INDUSTRIAL. HTR0I. EOUIPI.IEHT - UI. 501 Table 40.1 Maximum acceptable temperature rises FEBRUARY *153 Uatorü1a end oon'Q..swt C iS. on beta m.i.t.. mit.tld. Itesn.o ,pl. meSsed 375 673 IS. C.p.dtof 9 9 14. P..... .04*651119 ..mlnond.clen m m 15 Printed-diàrg boards IS n- Th Umilados, on p1wa06o CC OII4Ofl and on ntbbar and tormaptardo Inisfadon does hot apply 10 oolrçounda 9.01 hasl been bw,dgated and found eoaap1010a los a tilg)*ii tempelne.. bftr s10dard IwMted oOn&dShl edial can etosa mentioned In 11am 3. rofamnoe should be mad. 109.. Idodon01 Ba0.iosl Code QC). AHSI/NEPA 70.1905. and 9.a madmn.1 tempernea itse sietS not .maed IN maabnu.n operating e.nsp..abre spodOed In the NEC for Use .&. In qoasdan minus an a.wmad ambient poom) leenpemite. or 25C (77,9. Om. tampemafa on a nnds.g t.mstnal of lug Is mastered 51 Use point most likely 10 be omlect.d by the k,iutadon of a cond-lor k.el.Jisd as In 5.0.2 samba. 6 The IrnlI do.. not apply 10 emsnecdons 10 a acutee of heat such at a t.eMor and a current element of an. overload Wiry. TelrQamtse amitad by?.. temperature Smiradono on Use material for adjacent posse. Thate useS be on e?.,shaof deterioration of She o.nct as.ambty, loosening of Pam. asdkag of I1aldng of materials. tala of I10TIPof of ep.iisg. arvteallng of pare. of ames .bslbf. damage. See 40.12-'40. IT. For. capsoiros. the maximum noosplobla lemposatura die Is S. marked temperature Imlt of the capacitor minus an amam.d .nsbl.nt tampemtna of 33C (17F). 'II, equIpment maihed for E3C (140F) supply wise. the terminal I.mp.ralw. rise tineS not .oated 50C %a equipment nutted for 75C (167F) suppiy .4.. the termInal I.nsperatuf. rise sinuS not .xo.ed 63C (Ii7F). I She rise Is 93Ccown oiI. and an aluminum bodied ooflnaC*0 Is used or aluminum wles to Intended. She o.nn.cthr sinuS be nuttad SIJCU or #.L90J V the terminal tesnperahoe lIsa .oe..ds C but d,.. not a.o..d 65C. ma osnn.c0 sineS be marked lLoCU. Equipment rrwis.d los e5p5C supply wfnto useS comply with bed. not., IS and I of dna labia. 1 11w ImfI applies only 10 but bun and o.nnecdng straps used loi 61n0tbu5100 of pa..r to lndnblal o.nbol daslosa The limit do.. not apply 10 slso.t places of copper 10ca1.d within Industrial control de.4o.i and used tel She support of otsfona,y contact ass.mbtes at factory or Sold ..4.ing t.n,.lnedon.a. The maximum sco.ptable tensperalura loan for 05)1 tpq of mnaDa.cdon are determined by the ten.pesabr6 tnslsedosrs on She sepport nutestal. a4aaent p5.1 material. ot 100 O (212F) temperature rise ends. onpp.1 mar.nlal. w+dth.usr Is Io.s.r. These shall be no ob'uctual deterioration of the assembly, loosening of panli. crad.lng Of flakIng of material. loss of temper of spring, anneultag of pare, or ether 'risible damage. m The maximum aooepUble temperature ris, on the case Is the mo.ulmmsr .0,4 temperature to. Use applied paneo dissipation n.00,nmend.d by the semiconductor manufacturer mines an attuned ambient of 408C (104eF) for an endosed dm40. and 50C (122F) for an open dlce. 11 • maximum a.o.ptable op..edng temperature 01 the prinl.d.nrisg board slut not be exceeded. 0 Sea 57.35. Mate lain and ..ro.tanb C. F I. Ksifo.a.41dh blades and o.nUCI Jaw, - 53 - .54 S. Fuse dip wt..rn 1.1.6 odds a dummy fuse that r.pree.nla a fuse lntend.d 30 64 10 pnunfda brands nitwit protection 2& Fuse alt9 when tasted with a teaa Intended 10 provide brand. droult 83 153 protection* Rubber. or ma.nsopiudoJr.wtat.d oonductoa 33 ES Fold...lnlng tar*J11530Ck hlj h,lj & a.n.s and oay.ec*tg tbsps or bared i I 0. Contacts Solid and built..9 5110.,, May. and niloes faced Al other metal. 65 it? 7. Insulation oyil.n.o 0.3. 10$ Insulation nyol.mt Thormocor.pl.n..thod 63 II? P.sinlanc.nwthod as 153 Data I05(AJ hausfadon .yotama 60 162 onolngl.4.y.qsesl..osl with .eposed wrfoso .19.., .nlne.Aal.d or enameled, marmoompfa rr.tsod 85 153 ICC 183 Dma *30 Insulation ,711.nnat Th.nn ,n.9.Od R.slrtanoe method 95 171 115 207 0... 155(9 h,aAadon ny,ten.st Thermocouple method P.sloUno.method III 207 13.5 543 0asa 11004) kustudon oyslen.51 Th.rmoompl. method Pesloseno. method Phenolic composition' 12$ 355 9. N the issuing ant. I ksda (2S.4 mm) aba.. the .ndoaer. 17$ 315 to. On the .reb.dde.g rrul.sIaI of a reamer, a niwootat, and a wsltsr.oun.Iod 300 5-0 disnm.s -itS an .rnb.dd.-d r.etrtifl element If. On the embedding rrnalorlal of a fl..oittUc dbarn.r having embedded 350 6.30 ...4.tiee conductam. and anang.d rot mounting on a ,wnlchboa,d. or .n a nonatsnbsshble hame (Contnnuod) APPENDIX 3 FIELD EVALUATION TEST DATA 1' elcctro. tort TM FIELD EVALUATION TEST DATA '.LIENT: - G-,&uo ETI JOB NUMBER: . LOCATION: ENGINEER: DATE: / EQUIPMENT DESIGNATION: . c MODEL NO n R eiLM SERIAL NO. t-L EQUIPMENT RATING: ', g 5 A . DATE: . TEST VOLTAGE: INSULATION P14 RESISTANCE TEST DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIBATIJN DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A .. B C -..A -B B-C C-A S iozo CURRENT AND VOLTAGE DATE: . TEST EQUIPMENT ASET NO: MEASUREMENTS CALIRPTION DATE: • VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE • B-G PHASE C-G PHASE A-B PHASE B-C PHASE C-A PHASE A PHASE B I PHASE j C --m2ARKS: L - - - 3.14 A DATE: • I AMBIENT TEMP.: COMPONENT - TEMPERATURE 2._C- ;14'L'i1 TEST EQUIP. ASSET NO.: CALIBRATION DATE: COMPONENTIDENTIFICATION COMPONENT TEMP 0 TEMP RISE TEST METHOD • _3 IlL -3&ZL &L • Z- • 4 ___________ ___________ zc,8 • NOTES: I&r/ TH*t'J r),f r OArcA - © ETI 1993 F/6001 PAGE 4ctio• tort FIELD EVALUATION TEST DATA NT: iic.. . - .C. ETI JOB NUMBER: - LOCATION: . ENGINEER: DATE: / EQUIPMENT DESIGNATION . 4Q MODEL NO. SERIAL NQ. EQUIPMENT RATING: \1. A DATE: . TEST VOLTAGE: INSULATION RESISTANCE TEST DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIB?ATIPN DATE: c. . IL . PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B B-C C-A DATE: TEST EQUIPMENT ASET -L CURRENT AND VOLTAGE MEASUREMENTS NO: 2 . CALl VRPTION DATE: /4s —If VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE PHASE PHASE PHASE C PHASE C-A PHASE A PHASE 1 B PHASE C / 1: \RKS: . DATE: AMBIENT TEMP.: TEMPERATURECOMPONENT 111'71f - TEST EQUIP. ASSET NO.: CALIBRATIQN DATE: C..- COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE . TEST METHOD NOTES: kk 2-3 5 . 25 © Eli 1993 ioi S S PAGE .- p EITh® II etecto. tort FIELD EVALUATION TEST DATA :NT: G,tt ETI JOB NUM8ER: LOCATION: ENGINEER: DATE: EQUIPMENT DESIGNATION: . MODEL NO. - SERIAL NO. EQUIPMENT RATING: v 2_ A INSULATION RESISTANCE TEST DATE: TEST VOLTAGE: DATA (MEGOHMS) TEST EQUIP. ASSET NO.: ic. CALIBIATtO N DATE: T9 23 PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B B.0 C-A CURRENT ANDl VOLTAGE DATE: TEST EQUIPMENT ASET NO: • -L-i, S MEASUREMENTSI CALIRftTI(1 . DATE: VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE B.G • PHASE C-G PHASE A-B PHASE B-C, PHASE C-A PHASE A PHASE B PHASE C /(9 /1? 2-of 2—' . o COMPONENT DATE: AMBIENT TEMP.: DATA TEST EQUIP. ASSET NO.: CALIBRATITDTE COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD 2. . NOTES: 3&lj L- t)---.f s.-- Tb I) - - • Ar 2 © ETI 1993 F/61 • PAGE e1Ct(O o tort FIELD EVALUATION TEST DATA AT: c.Gt IL Eli JOB NUMBER: -_ LOCATION: ENGINEER: DATE: / EQUIPMENT DESIGNATION: sc. MODEL NO. SERIAL NO. EQUIPMENT RATING: v , c A ? IINSULATIONI:l* If DATE: TEST VOLTAGE: TEST EQUIP. ASSET NO.: CALIBATIPN DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B B-C C-A Ks CURRENTAND VOLTAGE DATE: TEST EQUIPMENT AS El NO: MEASUREMENTS CALl P TONDATE: - ifr - VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE B-G PHASE C-G PHASE A-B PHASE B-C PHASE C-A PHASE A PHASE 8 PHASE C \AKS: DATE: COMPONENT TEMPERATURE AMBIENT TEMP.: . RISE DATA TEST EQUIP. ASSET NO: \ L CALIBRATITDTE COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD - Z-o.'-f c.L NOTES: © Eli 1993 F/6001 PAGE eteCt(O• tit FIELD EVALUATION TEST DATA ANT: . - . ç. G,itia '. . ETI JOB NUMBER: — LOCATION: ENGINEER: DATE: / EQUIPMENT DESIGNATION: V /çt\ MODEL NO. SERIAL N EQUIPMENT RATING: z v c A DATE: TEST VOLTAGE: INSULATION RESISTANCE TEST ' DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIB8ATION DATE: . PHASE TO GROUND, PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B B-C C-A t:t4 LL4 ?.3 CURRENT AND VOLTAGE DATE: , TEST EQUIPMENT ASET NO: MEASUREMENTS CALIRPTION DATE: VOLTAGE . , FULL LOAD CURRENT PHASE A-G PHASE ' B-G ' PHASE C-G PHASE A-B PHASE B.0 1 PHASE C-A PHASE A PHASE B PHASE C / /1 Ii 3 . ARKS: DATE: t ' AMBIENT TEMP.: COMPONENT .., TEMPERATURE1:ll11'7?if TEST EQUIP. ASSET NO.:, CALIBRATION DATE: COMPONENT IDENTIFICATION COMPONENT TEMP J TEMP RISE TEST METHOD 0 NOTES: ' ©ET11993 F/6001 ' ' ' ' PAGE r • p T o.4eCt(O. tcvt FIELD EVALUATION TEST DATA :NT: - c ETI JOB N UMBER: - LOCATION: J ENGINEER: - DATE: EQUIPMENT DESIGNATION: MODEL NO. .. - SERIAL NO. EQUIPMENT RATING: B V •i A , 3 DATE: TEST VOLTAGE: INSULATION 1, t4 RESISTANCE TEST DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIBRATION DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B r C A-B B-C C-A S CURRENT AND VOLTAGE MEASUREMENTS DATE: TEST EQUIPMENT ASSET NO: )-- CALIBRATION DATE: i______ VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE B-G PHASE C-G PHASE A-B PHASE B-C PHASE C-A PHASE A PHASE B PHASE C 1/9 If / RKS: DATE: A TEMP.: 3-It-l8 MBIENT COMPONENT TEMPERATU RE RISE DATA .., TEST EQUIP. ASSET NO.: 2.2. C... CALIBRATION DATE: COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE - . TEST METHOD ZN A. L NOTES: S © ETI 1993 Ff6001 PAGE (H ®. clectro• teit FIELD EVALUATION TEST DATA .IENT: -. -. -- -- Eli JOB NUMBER: LOCATION: ENGINEER: S. I) DATE: /Zi EQUIPMENT DESIGNATION: MODEL NO. SERIAL NO. i EQUIPMENT RATING: o V z ', A INSULATION RESISTANCE TEST DATE: TEST VOLTAGE: DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIBBATIDN DATE: PHASE TO GROUND PHASE To PHASE CIRCUIT IDENTIFICATION A B C B-C C-A • ____________ • ______ ____ CURRENT AND VOLTAGE DATE: TEST EQUIPMENT AS ET NO: MEASUREMENTS CALl A TICN DATE: -ifr VOLTAGE FULL LOAD CURRENT PE PHASE PHASE PHASE 2J PHASE JP HASE JPHASE lARKS: COMPONENT TEMPERATURE DATE: • AMBIENT TEMP.: 9_ILHIB 2.2. C- TEST EQUIP. ASSET NO.: CALIBRATION DATE: COMPONENT IDENTIFICATION • COMPONENT TEMP TEMP RISE TEST METHOD NOTES: 0ETI 1993 F/6001 • • PAGE - _e (2rH® etcctro. tort FIELD EVALUATION TEST DATA. - . -.itEc Cn ETI JOB NUMBER: _ - LOCATION: . . ENGINEER: ') S. DATE: /zI EQUIPMENT DESIGNATION: . rO A \#(L MODEL NO. SERIAL NO. EQUIPMENT RATING: ii' I A , DATE: TEST VOLTAGE: P h TEST EQUIP. ASSET NO.: . CALIBATIN DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C B-C C-A CURRENT AND1L.]fXeTE DATE: . TEST EQUIPMENT AS ET NO MEASUREMEN CALIRftTION DATE: VOLTAGE . FULL LOAD CURRENT PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE ARKS: DATE: AMBIENT TEMP.: Lt s COMPONENT TEMPERATURE c- RISE DATA TEST EQUIP. ASSET NO.: CALIBRATION DATE: COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE Jr TEST METHOD K5 v NOTES: . . . . © ETI 1993 F/6001 PAGE LCt(O• tort FIELD EVALUATION TEST DATA JENT: — -- G(t,oI ETI JOB NUMBER: LOCATION: . ENGINEER: - DATE: / EQUIPMENT DESIGNATION: . 'S. MODEL NO. SERIAL NO. - EQUIPMENT RATING: z - V A DA INSULATION RESISTANCE TEST TE: TEST VOLTAGE: DATA (MEGOHMS) TEST EQUIP. ASSET NO.: CALIBRATION DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION A B C A-B 8-C C-A x:j L-k N3 S -- CURRENT ANDI'I.IfXc1: DATE: TEST EQUIPMENT AS ET NO: 111;l - t4,4 CALl A TION DATE: VOLTAGE FULL LOAD CURRENT PHASE A-G PHASE 8-G PHASE C-G PHASE A-B PHASE B-C PHASE C-A PHASE A PHASE B PHASE C I. t ( . I1Co . 0,1 . AARKS: COMPONENT TEMPERATURE DATE: L AMBIENT TEMP.: RISE DATA TEST EQUIP. ASSET NO.: . CALIBRATIND.TE COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE .' TEST METHOD NOTES: e ETI 1993 F/6001 PAGE I U (4(Ct(O tCft FIELD EVALUATION TEST DATA M~Eij cc G, r ,T ETI JOB NUMBER: LOCATION: I ENGINEER DATE: EQUIPMENT DESIGNATION: ,-,, MODEL NO. I j SERIA L NO. EQUIPMENT RATING: V 1 k A , DATE: 'TEST VOLTAGE: INSULATION P 14 G, F•\- 'TEST EQUIP. ASSET NO.: 2. CALIBRAT40N DATE: PHASE TO GROUND PHASE TO PHASE CIRCUIT IDENTIFICATION. A B C A-B 8-C C-A CURRENT AND VOLTAGE DATE: ITEST EQUIPMENT ASSET NO: 1iLiS .1 MEASUREMENTS CALI8RftTION DATE: 1'i -KIQ VOLTAGE I FULL LOAD CURRENT PHASE A-G I I PHASE PHASE _I I PHASE I __C-G I_A-B I B-C PHASE I PHASE PHASE C-A PHASE A I PHASE 8 PHASE C I_ h. ..ARKS: DATE: I AMBIENT TEMP.: COMPONENT TEMPERATURE C-- RISE DATA TEST EQUIP. ASSET NO.: I CALIBRATIQ.N DATE -31'-d9 COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METHOD NOTES: .ETI 1993 F/61 . PAGE SCHIRTVYER ENGINEERING CORPORA TION 11770 BERN.4R00 PLAZA COURT SUITE 116 A SAN DIEGO, CA 92128 A PHONE (858) 673-5845 A FAX (858) 673-5849 FIRE PROTECTION/LIFE SAFETY REPORT FOR MELLES GRIOT MANUFACTURING FACILITY 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA Prepared For: Mr. Jesse Smith MELLES GRIOT MANUFACTURING FACILITY 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA SEC Project No. 2002007-000 March 7, 2002 (Revised March 18, 2002) This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the project, not for the purpose of construction of any other projects. Fire Protection Engineering A Code Consulting A Loss Control A Security Consulting c o-os1 MELLES GRIOT March 7, 2002 (REV 3-18-02) Carlsbad, California SEC Project No. 2002007-000 TABLE OF CONTENTS INTRODUCTION..................................................................................................................1 APPLICABLECODES .........................................................................................................1 BUILDINGDESCRIPTION...................................................................................................1 OCCUPANCY......................................................................................................................3 GENERAL REQUIREMENTS..............................................................................................4 CONSTRUCTION AND FIRE-RESISTANCE RATINGS ................................................................. 4 OCCUPANCY SEPARATION WALLS .......................................................................................4 FIREFLOW REQUIREMENTS ................................................................................................4 FIRE SUPPRESSION SYSTEM REQUIREMENTS ......................................................................5 FIRE DETECTION/ALARM REQUIREMENTS ............................................................................5 VENTILATIONAND EXHAUST ................................................................................................5 COMPRESSEDGASES..........................................................................................................7 HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS ...................................8 CONCLUSION...................................................................................................................10 INDEX OF TABLES TABLE 1. CONSTRUCTION REQUIREMENTS.............................................................................4 TABLE 2. FIRE SUPPRESSION REQUIREMENTS ......................................................................... 5 APPENDICES APPENDIX A - HAZARDOUS MATERIALS INVENTORY APPENDIX B - DILUTION VENTILATION CALCULATIONS APPENDIX C - HAZARDOUS MATERIALS SUMMARY APPENDIX D - APPROVED FIRE PROTECTION AND LIFE SAFETY REPORT FOR EXISTING MELLES GRIOT FACILITY MELLES GRIOT 1 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 INTRODUCTION Melles Griot is proposing to relocate their present optical coating operations from their facility at I 16542 Millikan Avenue in the City of Irvine, California to their existing building at 2051 Palomar Airport Road in the City of Carlsbad, California. The new operations will occupy approximately 20,000 square feet of this 240,000 square foot building. I Melles Griot has retained Schirmer Engineering Corporation (SEC) to prepare a technical report to evaluate the fire and life safety code requirements for this addition to their existing facility. I Specifically, the report will address the requirements for the storage and handling of hazardous materials and the requirements applicable to the proposed processes. APPLICABLE CODES I The following codes and standards were used in preparing this report: . California Building Code (CBC) - 1998 Edition I . California Fire Code (CFC) - 1998 Edition . California Mechanical Code (CMC) - 1998 Edition . National Fire Protection Association (NFPA 13), Standard For The Installation of Sprinkler I Systems, 1999 Edition . National Fire Protection Association (NFPA 45), Fire ProteOtion for Laboratories Using Chemicals, 2000 Edition I . National Fire Protection Association (NFPA 325), Fire Hazard Properties of Flammable Liquids, Gases and Volatile Solids, 1994 Edition. BUILDING DESCRIPTION The existing Melles Griot facility in Carlsbad has office (Group B), assembly (Group A, Division 3), manufacturing (Group F, Division 1) and storage (Group S, Division 1) occupancies. The approved Fire Protection and Life Safety report for the existing Carlsbad facility has been included as Appendix D of this report. The coating operations addition will occupy 19,436 square feet of the existing building and will have office (Group B) and manufacturing (Group F, Division 1) occupancies. An area utilization of the coating operation tenant space is as follows: . First Floor Offices (Group B) - 11790 square feet . First Floor Production (Group F, Division 1) - 7646 square feet Refer to Figure 1, Melles Griot Expansion, for the building layout. -- --. - 6'XB 48 47 48 49 60 61 82 8X8 828' '40 49 43 49 44 46 (9) I-+R. DOT Figure 1: Melles Griot Expansion I MELLES GRIOT 3 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 I i OCCUPANCY The optical coating department of Melles Griot will utilize a process which coats optical lenses, I made of glass, with thin layers of varying materials. The purpose of thin film coating is to modify the reflection and transmission properties at the surface of the optical lens. Particular applications may require anywhere from a 0 % reflected portion of incident light for transmitting I optics (lenses) to a 100 % reflected portion of incident light for reflective optics (mirrors). Partial reflectors (beamsplitters) may require an intermediate percentage of reflected light. Optical lenses-will be coated using a process called vacuum deposition, which will take place in coating room 1011 (room numbers refer to sheet Al of Melles Griot Overall Floor Plan). Prior to coating, lenses will be cleaned in a cleaning machine in room 1008. This machine uses deionized water and small amounts of Valtron® 2200 detergent to remove any large debris or fingerprints from the lenses. The small amount of discharge from this unit will be disposed of appropriately and in accordance with the Encina Wastewater Authority's recommendation. The lenses will then be cleaned in detail using acetone or isopropyl alcohol, depending on the type of glass from which the lens is made'. Cleaning will take place in pre-clean room 1008. Clean lenses will then be placed in a vacuum chamber capable of achieving a vacuum of 10 torr. The desired thin film material will be placed in the bottom of the chamber for vaporization. The lenses will be mounted on rotating crucibles which sweep through the chamber collecting particles of the thin film material. The choice of thin film material depends on the desired properties of the lens. Materials which will be used include gold, zirconium oxide, silver, aluminum and lnconel. Thin film materials will be vaporized using electron bombardment. The material will be placed in a water-cooled crystal crucible at which an electron beam gun is to be aimed. Intense heating melts and vaporizes the coating material, which will rise to the top of the chamber and returns to its solid state upon contact with the optical lens, thereby producing a thin film of the desired material. After coating, the chamber and materials inside will be allowed to cool. The chamber will then be vented with nitrogen in order to bring the pressure back to atmospheric levels and to remove any particulates. Lenses will then be removed from the chamber, cleaned in final clean room 1010 using acetone or isopropyl alcohol, again depending on the material being cleaned, and quality-assurance tested using spectrophotometers in room 1004 before being packaged and sent to the user2. Packaging will take place in room 1005. Lenses which do not meet quality-assurance standards will be reused after the thin film coating is melted off through the use of strong acids such as sulfuric, nitric, or hydrochloric acid. To remove unwanted coatings, lenses will be placed in an 8"x11"x1" vat of strong acid until the coating is removed. This will take place in the existing chemistry lab at the Melles Griot facility in Carlsbad. I i Acetone and isopropyl alcohol will be dispensed from 150 mL and 1 pint containers, respectively. These containers will be filled in the existing facility from 1 gallon storage containers. 2 Ibidem. I MELLES GRIOT 4 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 GENERAL REQUIREMENTS Construction and Fire-Resistance Ratings The facility complies with the CBC requirements for Type V Non-rated construction. The required exterior wall and opening protection for Group B and Group F, Division 1 occupancies is compliant as summarized in Table 1: Table 1. Construction Requirements CONSTRUCTION FIRE RESISTANCE RATING REQUIREMENT Exterior Bearing Wall One-hour less than 20 feet NR elsewhere Exterior Non-bearing Wall Same as bearing Opening Protection Openings not permitted less than 5 feet, Protected less than 10 feet Occupancy Separation Walls The entire building will be considered as one control area. (CFC Section 204-C) Fire Flow Requirements The required fire flow (water required for fighting fire) in accordance with Appendix Ill-A of the UFC is 4,000 gallons per minute of a residual pressure of 20 psi. This flow includes a 50 percent reduction allowance for automatic sprinkler protection. A waterflow test was conducted on January 28, 1999 at approximately 2:00PM. Water was flowed from the hydrant directly in front of the building on Palomar Airport Road and pressures were measured on the hydrant located approximately 300 feet to the west. A static pressure of 116-118 psi was measured and a residual pressure of 115 to 118 psi was measured at a flow rate of 2,182 gpm. A static pressure of 110 psi was measured at the flow hydrant following the flow test. It was determined from the Carlsbad Municipal Water District that the site is located downstream from a pressure reducing valve station located at the intersection of Palomar Airport Road and El Camino Real. At this station, there is a series of four pressure reducing valves with a combined maximum continuous flow capacity of 18,900 gpm and a maximum intermittent flow capacity of 23,590 gpm. The pressure reducing valves operate in a semi-open position depending on the water demand to maintain the water pressure at a predetermined set pressure. When the water demand increases, the pressure reducing valves respond by opening further to maintain the set pressure. Given the large capacity of the pressure reducing valves and the relatively large size of the water main in Palomar Airport Road (reported to be 16 inch by the water department), it would take a significant amount of water flow to have a declining MELLES GRIOT 5 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 water supply curve. Due to the relatively flat water supply, it is not possible to get an accurate estimate of the available supply at a residual pressure of 20 psi. Therefore, for the purpose of water supply for the automatic sprinkler system, the water supply curve is considered to be a flat line between zero flow and the fire flow requirement of 4,000 gpm calculated from Appendix Ill-A of the UFC. Fire Suppression System Requirements The fire suppression requirements, based on occupancy, are summarized in Table 2. Table 2. Fire Suppression Requirements OCCUPANCY REQUIRED SPRINKLER DESIGN REFERENCE Office Areas 0.10 gpm/square foot over the NFPA 13, Figure 7-2.3.1.2, most remote 1,500 square feet Section 7-2.3.2.1 including 100 gpm for hose streams. Production Areas 0.15 gpm/square foot over the NFPA 13, Figure 7-2.3.1.2, most remote 1,500 square feet Section 7-2.3.2.1 including 250 gpm for hose streams. The existing building is provided with three automatic sprinkler systems. The hydraulic design information placard on the sprinkler system which protects the areas occupied by offices indicates that the system is designed to provide a density of 0.10 gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 100 gpm was included in the design. This design is adequate for the intended occupancy. The hydraulic design information placard on the sprinkler system protecting the production areas indicates that the sprinkler system is hydraulically designed to provide a density of 0.16 gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 250 gpm was included in the design. This design is adequate for the intended occupancy. Fire Detection/Alarm Requirements Monitoring is required for all valves controlling the water supply for automatic sprinkler systems and water flow switches in accordance with CFC Section 904.3.1. Ventilation and Exhaust Acetone and isopropyl alcohol, both of which are Class I-B flammable liquids, will be used for I cleaning the optical lenses as part of the manufacturing process. The acetone will be dispensed from 150 ml (5 oz) capacity pump-type spill proof containers and isopropyl alcohol will be dispensed from 1 pint spill-proof containers. There will be approximately 16 of the 150 ml size I and one of the 1 pint size containers used throughout the production areas. The solvents will be dispensed one or two drops at a time onto Kimwipes® which are applied to the lenses and then discarded into safety containers. The acetone and isopropyl alcohol containers will be filled from I I MELLES GRIOT 6 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 I 1 gallon capacity containers stored in approved fireproof cabinets located in the existing portion I of the Melles Griot Facility. CBC Section 1202.2.2 requires that in areas where Class I, II, Ill-A liquids are used, mechanical I exhaust shall be provided sufficient to produce six air changes per hour. The mechanical exhaust shall be taken at or near floor level. The intent of this requirement is to provide dilution ventilation such that the amount of vapors liberated from the flammable or combustible liquids I would not be sufficient to cause an explosion of fire. Since most flammable or combustible liquids are heavier than air, the requirement to locate exhaust inlets at or near floor level is intended to direct exhaust ventilation to the most likely area of vapor accumulation. Ignitable mixtures of flammable liquids occur when the concentration of vapors within the air are within a definite percentage range, commonly referred to as the flammable (explosive) range. The lower limit of the range is known as the lower explosive limit (LEL), and the upper limit is known as the upper explosive limit (UEL). Explosions can take place anywhere within this flammable range, however, explosions of flammable vapor-air mixtures near the lower or upper limits of the flammable range are less intense than those occurring in the intermediate concentrations. An effective method to prevent deflagration or ignition of vapors is the use of dilution ventilation. ACGIH Industrial Ventilation 22 nd Edition, Section 2.5 provides guidelines for determining the amount of dilution ventilation needed to prevent an explosive mixture from accumulating when using materials which give off flammable vapors. The amount of dilution air required to render the vapor liberated from one gallon of solvent barely explosible is given by the formula: Q = (403)(SG)(100)(ER)(SF) (MW)(LEL)(B) Where: 403 = Constant SF = Safety Factor SC = Specific Gravity of Volatile Liquid ER = Evaporation Rate of Volatile Liquid in pints/minute MW = Molecular Weight of Volatile Liquid LEL = Lower Explosive Limit or Lower Flammability Limit B = Temperature Constant (1) Solvents present at the wet benches will be acetone and isopropyl alcohol. In order to determine the ventilation rate in cubic feet per minute (cfm), the evaporation rate of the solvent in pints per minute must be determined. Since the largest container that the solvents will be stored in at the wet benches is 1 pint, the worst case would be that one pint is spilled during the filling of use containers. This assumption is considered to be extremely conservative since the container must be dropped or tipped over to dispense the entire liquid. It should be noted that it is highly unlikely that the entire contents of the containers will spill out at one time. The entire contents (1 pint) were assumed to evaporate in one hour (1/2 pint! 30 minutes). Isopropyl alcohol was found to require the most amount of air to dilute one pint of spilled solvent to 25 percent of its LEL (see attached sample calculations). I MELLES GRIOT 7 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 Table 3 - Flammable Liquid Summary (at Solvent Hoods) CHEMICAL S I MW LEL % Q (cfm) Acetone 0.8 58.04 2.5 15 Isopropyl alcohol 0.785 60.09 2.02 18 I Based on the material properties of the solvent and the assumed evaporation rate, the amount of dilution ventilation required is 18 cfm for each solvent hood. An additional safety factor of two was included. Therefore, a minimum of 36 cfm will be provided per solvent hood. I The eight wet benches where dispensing of acetone and isopropyl alcohol will take place will be equipped with ventilation exhaust hoods at the work bench level. NFPA 45 provides design guidelines for exhausting air from work areas in which flammable gases or vapors are released. I The applicable design requirements from NFPA 45 will be provided as follows: The hood face velocity of the exhaust air will be maintained at 80 to 120 feet per minute to I contain fumes generated at the workbench. Ducts from the exhaust system will be constructed entirely of noncombustible materials. Where flammable vapors pass through the fan, the rotating elements will be of nonferrous or I spark-resistant construction. Motors and their controls will be located outside the location where flammable vapors are generated. 1 Compressed Gases I .The coating of optical lenses involves the use of nitrogen stored in size 1B compressed gas cylinders. Each cylinder contains nitrogen at a pressure of 2500 psi. This would be equivalent to 199 cubic feet at standard atmospheric pressure. Compressed gases are regulated by Article 74 of the CFC. The following applicable requirements for the storage and use of compressed gases will be provided: Containers, cylinders and tanks will be designed and constructed in accordance with nationally recognized standards. Containers, cylinders, tanks and other means used for containment of hazardous materials shall be of an approved type (CFC Section 8001.4.2). Piping, tubing, valves, fittings and related components used for hazardous materials will be in accordance with the following: Piping, tubing, valves, fittings and related components will be designed and fabricated from materials compatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural and seismic stress, and exposure to which they are subject, Piping and tubing will be identified in accordance with nationally recognized standards to indicate the material conveyed, I MELLES GRIOT 8 March 7, 2002 (REV 3-18-02) Carlsbad, California SEC 2002007-000 I Emergency shutoff valves will be identified and the location shall be clearly visible and I indicated by means of a sign, and Backflow-prevention or check valves will be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of I hazardous material (CFC Section 8001.4.3.2). Compressed gas containers, cylinders, tanks and systems will be marked in accordance I with nationally recognized standards (CFC Section 7401 .5.1). Stationary compressed gas containers, cylinders and tanks will be marked in accordance I with UFC Standard 79-3. Markings will be visible from any direction of approach (CFC Section 7401.5.2). I . Markings used for piping systems will consist of the content's name and include a direction - of flow arrow. Markings shall be provided at each valve; at wall, floor or ceiling penetrations; at each change of direction; and at a minimum of every 20 feet or fraction thereof throughout I the piping run (CFC Section 7401 .5.3). - • Compressed gas containers, cylinders and tanks will be secured to prevent falling due to I contact, vibration or seismic activity (CFC Section 7401 .6.1). Rooms or cabinets containing compressed gases will be conspicuously labeled COMPRESSED GAS (CFC Section 8001.7). Liquefied gas compressed gas containers, cylinders and tanks, except those designed for - use in a horizontal position, and all compressed gas containers, cylinders and tanks I containing nonliquefied gases shall be stored in a "valve end up" upright position. An upright position shall include conditions where the container, cylinder or tank axis is inclined as much as 45 degrees from the vertical (CFC Section 7402.1.2). I, • Piping, including tubing, valves, fittings and pressure regulators, shall be in accordance with Sections 7403 and 8001.4.3. Piping, tubing, pressure regulators, valves and other I apparatus shall be kept gas-tight to prevent leakage (CFC Section 7403.1.4). Valves utilized on compressed gas systems shall be suitable for the use intended and shall be accessible. Valve handles or operators for required shutoff valves shall not be removed I or otherwise altered to prevent access (CFC Section 7403.1.5). HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS I The optical lens coating operations being added to the Melles Griot facility will be included in the original control area as defined in the CBC. Hazardous materials required for the optical lens coating operations will be stored in the same area as existing hazardous materials from other I Melles Griot operations. The quantities of hazardous materials used and stored within the building will be well below the exempt amounts as defined in the CBC and CFC (see Appendix I I MELLES GRIOT Carlsbad, California 9 March 7, 2002 (REV 3-18-02) SEC 2002007-000 C, Hazardous Material Summary). An inventory of the hazardous materials to be used and stored within the facility is included in Appendix A of this report. The recommended general safeguards required for the use and storage of hazardous materials in non-hazardous occupancies will be provided as follows: U • Design and construction of containers, cylinders and tanks: Containers will be designed and constructed in accordance with nationally recognized standards (CFC Section 8001.4.2). I • Suitability of equipment, machinery and processes: Equipment, machinery and processes used for dispensing, use or handling will be approved, listed or designed and constructed in accordance with approved standards for intended use. Such equipment, machinery and I processes shall be maintained in an operable condition (CFC Section 8001 .4.1). Material Safety Data Sheets (MSDS): MSDS will be readily available on the premises for all hazardous materials regulated by Article 80 (CFC Section 8001.6). Identification Signs: Visible hazard identification signs as specified in CFC Standard 79-3 will be placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages will be conspicuously. marked or labeled in accordance with nationally recognized standards (CFC Section 8001.7). Separation of Incompatible Materials: Incompatible materials in storage and storage of I materials incompatible with materials in use will be separated when the stored materials are in containers having a capacity of more than 5 pounds or 1/2 gallon. Separation will be accomplished by the following (CFC Section 8001.11.8): I 1. Segregating incompatible material storage by a distance of not less than 20 feet. 2. Isolating incompatible material storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. I 3. Storing liquid and solid material in hazardous materials storage cabinets. 4. Storing compressed gases in gas cabinets or exhausted enclosures. I I 1 I I MELLES GRIOT 10 Carlsbad, California March 7, 2002 (REV 3-18-02) SEC 2002007-000 I CONCLUSION In conclusion, this facility will meet or exceed the requirements of the CBC, CFC, and CMC due to limited amounts of hazardous materials and excellent automatic sprinkler protection. Prepared By: SCHIRMER ENGINEERING CORPORATION G L Cr2. Anna C. Levy Fire Protection Consultant I I I P I] I I Reviewed by: SCHIRMER ENGINEERING CORPORATION H A T Q n J \ . / Garner A. Palenske, P.E. Engineering Manager I I I I i I I I APPENDIX A HAZARDOUS MATERIALS INVENTORY HAZARDOUS MATERIAL INVENTORY Storage Unit of I Closed Use Unit of Open Use Unit of Project SEC ID # I Product Name Quantity] Amount I Measure Amount Measure Amount Measure Melles Griot IIRVOO1A _Acetone 33.6248 Melles Griot IRV001B _Acetone _1 33 _gal _gal MellesGriot IIRV001ClAcetone _16 I 5 fi oz Melles Griot _IRV002A _Alcohol(Isopropyl)Ii 1.14546 _gal I I Melles Griot IIRVOO2B _Alcohol (Isopropyl) I 1 _gal I MellesGriot _IRV002C _Alcohol(lsopropyl) 1 1 pt MellesGriot _1RV003A _Aluminum 1 1500 _________ MellesGriot IIRV003B _Aluminum 1 500 _g _g MellesGriot _IRV004A _Aluminum Oxide 1 1 _kg Melles Griot IIRVOO4B _Aluminum Oxide _1 1 _kg ,Melles Griot _IRV005A _Ammonia _1 10.220462 _gal I .Melles Griot 11RV005B _Ammonia H_10.220462 gal Melles Griot _IRV006A _Ammonium Fluoride H_1500 _g I Melles Griot IIRV006B lAmmonium Fluoride 11 I 1500 9 Melles Griot IIRV007A I Boric Acid 10.440924 Igal I Melles Griot IIRV007B I Boric Acid Ii1 1 1 0.440924 gal Melles Griot IIRV009A I Brillianize Cleaner 19 18 lfi oz I Melles Griot IIRV009B IBrillianize Cleaner 19 I I 1 8 fl oz Melles Griot _IRV010A _Calcium Fluoride 11 1400 _ .Melles Griot _IRVOlOB !Calcium Fluoride H _g 400 MellesGriot _IRV011AICargille 11 14 _floz I Melles Griot IIRVO11B _Cargille H ________ 4 Melles Gnat _lRV012AICerium Oxide Ii I _gal _fi oz Melles Griot _lRV012B _ Cerium Oxide Ii I 1 gal Melles GriotIlRV013A _Chromium __1 _300Ig Melles GriotIlRV013B _Chromium 1 1300 GniotllRV014A g Melles _Copper Ii_500Ig IMelles Griot 1RV014B _Copper Ii_I_1500 g Melles Griot _lRV014C _Copper _I _I Melles Griot 1RV015A _Cupric Sulfate _1 2 Melles Griot 1RV015BICupric Sulfate Ii _kg 2 kg Melles Griot _1RV016AIDecalin _1 4 _floz I Melles Griot _1RV016B _Decalin H 4 fl oz MellesGriot lRV017A _Diffusion Pump Oil H 1 _gal I MellesGriot IIRV017BI Diffusion Pump Oil _1 I I 11 gal MellesGriot _1RV018A _ Dry Moly 12 111.6 _oz I Melles Griot 1RV018B _ Dry Moly Ii I I 111.6 MellesGriot _1RV019AlEpotek305 14 12 _fl oz Melles Griot _1RV019BlEpotek305 14 2 _fioz I MellesGriot _1RV020A _ Ferric Oxide Ii 11 Jib _________ MellesGriot _lRV020BI Ferric Oxide _11 1 I H_lb I MellesGriot _IRVO2OAIGadoliniumFluoride 11 1 _lb I MellesGriot IRV020B _Gadolinium Fluoride _1 I 11 _lb MellesGriot _1RV022A _Glass Beads 112 150 _lb I Melles Griot IlRV022B _Glass Beads 16 1 _________________ 50 lb Melles Griot _1RV022C _Glass Beads 16 I 150 Jib MellesGriot _IRV023A _Gold _1 3 _oz MellesGriot _1RV023C _Gold 1 I 1 I 3 loz Melles Griot _1RV024A Hafnium Metal 1156jg I Melles Griot IlRV024B Hafnium Metal _1 I 1156 ig 1 Melles Griot 11RV025A _ Hafnium Oxide H 1.1 _kg I Melles Griot 11RV0258 _Hafnium Oxide Ii I 11.1 _kg Melles Griot IlRV026A _Helium Mixture _1 1226 ICU ft i Melles Griot IIRV026B I Helium Mixture 1 226 ICU ft Melles Griot j1RV027A _HighVacuumGrease 1 18 _oz - Melles Griot IlRV027BIHigh Vacuum Grease 1 _I 18 oz Melles Griot 11RV028A _ Hydrochloric Acid 1 9 _gal Melles Griot IlRV028B I Hydrochloric Acid - _1 18 gal Melles Griot IlRV028C Melles Griot 11RV029A - !Hydrochloric Acid 1 -________________ I _1 gal _ Indium Oxide 1 1100 I Melles Griot 11RV029B _ Indium Oxide 1 i 100 ig Melles Griot IlRV030A _Inconel ilb Melles Griot iIRV030C tlnconel 1 1 'lb Melles Griot IIRV031A I Kinseal Vacuum Seal 1 0.5 pt I Melles Griot IIRV031B IKinseal Vacuum Seal 0.5 Pt Melles Griot IIRV032A ILanthium Fluoride 1 1.5 kg I Melles Griot 11RV032B Lanthium Fluoride 1 1.5 kg Melles Griot IlRV033A IMagnesium Fluoride 11 114 jkg I Melles Griot llRV033B I Magnesium Fluoride 1 14 kg Melles Griot IlRV034A IMagnesium Oxide 1 8.5 kg I _______ Melles Griot 11RV034B I Magnesium Oxide 1 18.5 1kg I Melles Griot IIRV035A IMechanical Pump Oil 1 130 gal I I Melles Griot IIRV0356 IMechanical Pump Oil 1 125 gal Melles Griot IIRV035C IMechanical Pump Oil 1 5 Igal Melles Griot 11RV037A Nickel 11 jib Melles Griot IIRV037C INickel I I 1 Ilb Melles Griot 11RV038A I Nitric Acid Ii 4.5 Igal I Melles Griot IIRV038B I Nitric Acid 1 - 4 gal Melles Griot 11RV038C I Nitric Acid Ii __ 10.5 gal Melles Griot 1RV039A Nitrogen 112 199 cu ft I Melles Griot IlRV039B Nitrogen 16 199 Cu ft _________________ Melles Griot IlRV039C INitrogen 16 199 ICU ft Melles Griot IIRV040A INorland 61 16 1 fl oz Melles Griot IIRV040B I Norland 61 14 1 1 fl oz I Melles Griot IIRV040C INorland 61 12 I I 1 Ifl oz Melles Griot 11RV041A IPink Powder 100 Ig Melles Griot IlRV041B I Pink Powder 1100 Melles Griot 11RV042A I Silicon Dioxide 1 9 1kg I Melles Griot IIRV042B I Silicon Dioxide 1 19 1kg Melles Griot $lRV043A ISilicon Fused Oil 1 1 gal I Melles Griot IlRV043B ISilicon Fused Oil 1 ________ 1 gal Melles Griot IlRV044A I Silicon Monoxide 1 250 g 1 Melles Griot IIRV044B I Silicon Monoxide Ii 1250 Ig Melles Griot IIRV045A ISilver 1 19.96 oz I Melles Griot IIRV045C ISilver 1 9.96 oz Melles Griot 1RV046A Substance A 1 100 g 1 Melles Griot IlRV046B Substance A 1 100 Melles Griot IlRV048A ISubstance 2 1 1100 Ig 1 Melles Griot 11RV048B ISubstance 2 Ii I I 1 100 Ig I Melles Griot IlRV049A ISubstance 4 Ii 3 1kg I Melles Griot IlRV049B Substance 4 1 I1 1 3 kg Melles Griot 11RV050A Substance Ml Ii 1200 Ikg I Melles Griot llRV050B ISubstance MI 1 I I 1200 Melles Griot IlRV051A I Sulfuric Acid 16 Igal Melles Griot IIRV051B I Sulfuric Acid 1 I I 2Igal Melles Griot IIRV052A ITantalum Oxide Ii 2 7-1 kg I Melles Griot IIRV052B ITantalum Oxide 1 I 12.7 1kg Melles Griot IlRV053A ITin Oxide 1 1100 Ig I Melles Griot 11RV053B ITin Oxide I 100 Ig Melles Griot IlRV054A ITitanium Oxide I 1 2 Ikg I Melles Griot IlRV054B ITitanium Oxide Ii 1 12 kg Melles Griot IlRV055A ITungsten Metal 15 Ig I Melles Griot 11RV055B ITungsten Metal Ii1 I 15 Ig Melles Griot IlRV056A Tungsten Oxide Ii 100 jg I ________ Melles Griot JIRV056B ITungsten Oxide Ii I I 1 100 9 Melles Griot llRV057A I UV 74 14 1 fl oz Melles Griot 11RV057B IUV 74 128 Ifl oz Melles Griot 11RV057C IUV 74 14 I ji lfl oz Melles Griot 11RV058A IValtron 2200 Detergent I 1 15 Igal I Melles Griot IIRV058B IValtron 2200 Detergent Ii I 1 15 igal I Melles Griot IIRV059A lyitrium Oxide 11 1400 1g Melles Griot IIRV059B lYitrium Oxide 1 I I 400 Ig - Melles Griot IlRV060A lYitrium Fluoride 1 25 ig I Melles Griot IIRV060B lYitrium Fluoride 25 Lg Melles Griot IlRV061A ]Zinc Sulfide 1.5 kg Melles Griot IlRV061B lZinc Sulfide 1 1.5 lkg Melles Griot IIRV062A lZirconium Oxide 11 1kg Melles Griot IlRV062B lZirconium Oxide 1 i 0 lkg APPENDIX B DILUTION VENTILATION CALCULATIONS I I I I I I I I DILUTION VENTILATION CALCULATIONS Using the material balance equation: Q - - (403)(SG)(100)(ER)(SF ) (MW)(LEL)(B) For Isopropyl alcohol: Q = (403)(0.785)(100)(1I 2 pintl30 min)(4) = 18 cfm (60.09)(2.02)(1) The amount of air required to dilute one gallon of isopropyl alcohol to 25 percent of its LEL is: Q = 18 cfm Incorporating a second Safety Factor of 2 gives: Q (2) = 36 cfm This is the amount of ventilation air per minute needed to maintain the concentration of vapors below the lower explosive limit at the Melles Griot facility. APPENDIX C HAZARDOUS MATERIALS SUMMARY - - - - - - - - - - - - - - - - - - - Melles Griot January 11, 2002 Hazardous Materials Summary 3/07/2002 2051 Palomar Airport Rd Carlsbad, CA 92008 Hazard Class Physical Storage Use - Closed - Use - Open UFC State Quantity Exempt Quantity Exempt Quantity Exempt Reference AL2 Aerosol 2.175 (lb) 500 lb 0.725 (lb) 500 lb Section 8802. 1.1 CAR Aerosol 54.063 (lb) 20000 lb Table 8001.15-B, footnote 5 CAR Liquid 3.283 (gal) 2000 gal 0.041 (gal) 500 gal Table 8001.15-13, footnote S CAR Solid 45.568 (lb) 20000 lb 20.503 (lb) 20000 lb 2.563 (lb) 5000 lb Table 8001.15-B, footnote 5 CMD Solid CL2 Liquid 5.722 (gal) 240 gal 0.250 (gal) 240 gal 0.081 (gal) 60 gal Table 7902.5-A, footnote 3 CL3A Liquid 0.060 (gal) 660 gal 0.005 (gal) 660 gal 0.002 (gal) 160 gal Table 7902.5-A, footnote 3 CL3B Liquid 114.697 (gal) Not Limited 28.592 (gal) Not Limited 6.209 (gal) Not Limited Table 7902.5-A, footnote 5 COR Liquid 210.932 (gal) 1000 gal 21.000 (gal) 1000 gal 21.525 (gal) 200 gal Table 8001.15-13, footnote 5 COR Solid 2.205 (lb) 10000 lb 1.102 (lb) 10000 lb Table 8001.15-13, footnote S FGG Gas 1,242.676 (Cu ft) 1500 cu ft 40.006 (Cu ft) 1500 cu ft Table 8001.15-A, footnote 6 FLIA Liquid 0.125 (gal) 60 gal 0.063 (gal) 60 gal Table 7902.5-A, footnote 3 FL1B Liquid 239.577 (gal) 240 gal 29.432 (gal) 30 gal Table 7902.5-A, footnotes 2,3 FS Solid 34.705 (lb) 250 lb Table 8001.15-A, footnote 6 IRR Aerosol 64.563 (lb) Not Limited 5.250 (lb) Not Limited Table 8001.15-B IRR Liquid 279.438 (gal) Not Limited 70.459 (gal) Not Limited 29.892 (gal) 500 gal Table 8001.15-13 IRR Solid 1,837.434 (lb) Not Limited 353.325 (lb) Not Limited 302.008 (lb) 50001b Table 8001.15-13 NON Gas 9,793.532 (Cu ft) Not 1,395.018 (Cu ft) Not 1,194.00 (Cu ft) Not Not Applicable NON Liquid 13.1.047 (gal) Not 0.563 (gal) Not 8.172 (gal) Not Not Applicable NON Solid 685.261 (lb) Not 38.943 (lb) Not 56.188 (lb) Not Not Applicable OHH Aerosol 70.813 (lb) Not Limited 5.250 (lb) Not Limited Table 8001.15-13 OHH Gas 452.000 (Cu ft) 1620 Cu ft 226.000 (Cu ft) 1620 cu ft Table 8001.15-13, footnote S OHH Liquid 21.250 (gal) Not Limited 5.722 (gal) Not Limited 0.228 (gal) 500 gal Table 8001.15-B OHH Solid 504.001 (lb) Not Limited 13.862 (lb) Not Limited 1.000 (lb) 50001b Table 8001.15-B OGG Gas 6.690 (Cu ft) 3000 Cu ft 0.006 (Cu ft) 3000 cu ft Table 8001.15-A, footnote 6 OX1 Liquid 14.781 (gal) 800 gal 4.000 (gal) 800 gal 0.531 (gal) 200 gal Table 8001.15-A, footnote 6 OX2 Liquid 56.000 (gal) 100 gal 8.000 (gal) 10 gal Table 8001.15-A, footnotes 6,10 SEN Liquid 0.031 (gal) NotLirnited 0.031 (gal) Not Limited Table 8001.15-13 SEN Liquid 4.900 (gal) Not Limited 0.119 (gal) 500 gal Table 8001.15-B SEN Solid 3.323 (lb) Not Limited 0.661 (lb) No Limit 1.000 (lb) 50001b Table 8001.15-13 TOX Liquid 16.590 (gal) 100 gal 4.063 (gal) 100 gal 4.027 (gal) 25 gal Table 8001.15-B, footnote 5 - - - - - - - - - - - - - - - - - - TOX Solid 39.335 (lb) 1000 lb 5.511 (lb) 1000 lb 2.313 (lb) 250 lb Table 8001.15-B, footnote 5 WRI Solid 34.705 (lb) Not Limited 1.102 (lb) Not Limited 1.250 (lb) Not Limited Table 8001.15-A, footnote 11 WR2 Liquid 12.000 (gal) 20 gal 4.000 (gal) • 10 gal 2.000 (gal) 2 gal Table 8001.15-A, footnotes 6,10 APPENDIX D I APPROVED FIRE PROTECTION AND LIFE SAFETY REPORT FOR, I EXISTING MELLES GRIOT FACILITY SCHIRPAER ENGINEERING CORPORA TION 1770 BERNARDO PLAZA COURT SUITE 116 A SAN DIEGO, CA 92128 A PHONE (858) 673-5845 A FAX (858) 673-5849 FIRE PROTECTION/LIFE SAFETY REPORT FOR MELLES GRIOT MANUFACTURING FACILITY 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA Prepared For: Mr. Jesse Smith MELLES GRIOT 2151 Rutherford Road Carlsbad, California 92008 SEC Project No. 2098038-000 January 21, 1999 Revised June 10, 1999 This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the project, not for the purpose of construction of any other projects. Fire Protection Engineering A Code Consulting A Loss Control A Security Consulting MELLES GRIOT -i- February 12, 2002 Carlsbad, California SEC Project No. 2002007-000 I I TABLE OF CONTENTS INTRODUCTION.................................................................................................................1 APPLICABLECODES .........................................................................................................1 BUILDING DESCRIPTION ................................................................................................... 1 OCCUPANCY......................................................................................................................2 GENERALREQUIREMENTS..............................................................................................4 CONSTRUCTION AND FIRE-RESISTANCE RATINGS.................................................................4 OCCUPANCY SEPARATION WALLS .......................................................................................4 FIREFLOW REQUIREMENTS ................................................................................................4 FIRE SUPPRESSION SYSTEM REQUIREMENTS ......................................................................5 FIRE DETECTION/ALARM REQUIREMENTS ............................................................................6 VENTILATIONAND EXHAUST ................................................................................................6 COMPRESSED GASES AND CRYOGENIC FLUIDS....................................................................8 INDUSTRIALOVENS ..........................................................................................................10 HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS .................................10 CONCLUSION........................................................................................... ........................ 13 INDEX OF TABLES TABLE 1. CONSTRUCTION REQUIREMENTS .............................................................................4 TABLE 2. FIRE SUPPRESSION REQUIREMENTS ......................................................................... 5 TABLE 3. HAZARDOUS MATERIAL SUMMARY ......................................................................... 12 APPENDIX A - HAZARDOUS MATERIALS INVENTORY APPENDIX B - DILUTION VENTILATION CALCULATIONS I MELLES GRIOT 1 June 10, 1999 Carlsbad, California SEC 2098038-000 I I INTRODUCTION MELLES GRIOT has relocated their laser manufacturing operations from their facility at 2251 Rutherford Road to an existing building at 2051 Palomar Airport Road in the City of Carlsbad, California. MELLES GRIOT is occupying approximately 70,000 square feet of this 240,000 square foot building. The remaining area of the building is occupied by other tenants, primarily as offices. MELLES GRIOT had retained Schirmer Engineering Corporation (SEC) to prepare a technical report to evaluate the fire and life safety code requirements for this facility. Specifically, the report addresses the requirements for the storage and handling of hazardous materials, the requirement for high-piled storage, and the requirements applicable to the proposed processes. APPLICABLE CODES I The following codes and standards were used in preparing this report: California Building Code (CBC) - 1995 Edition I . California Fire Code (CFC) - 1995 Edition California Mechanical Code (CIVIC) - 1995 Edition National Fire Protection Association (NFPA 13), Standard For The Installation of Sprinkler I Systems, 1996 Edition National Fire Protection Association (NFPA 45), Fire Protection for Laboratories Using Chemicals, 1996 Edition I . National Fire Protection Association (NFPA 86), Ovens and Furnaces, 1995 Edition National Fire Protection Association (NFPA 231 C), Standard for Rack Storage of Materials, 1995 Edition I . National Fire Protection Association (NFPA 231), Standard For General Storage, 1995 Edition . National Fire Protection Association (NFPA 325), Fire Hazard Properties of Flammable Liquids, Gases and Volatile Solids, 1994 Edition. I . Carlsbad City Fire Code (CCFC) - 1994 Edition I BUILDING DESCRIPTION I The remodeled facility has office (Group B), assembly (Group A, Division 3), manufacturing (Group F, Division 1) and storage (Group 5, Division 1) occupancies. MELLES GRIOT occupies approximately 64,890 square feet of this approximately 116,984 square foot building. An area utilization of the MELLES GRIOT tenant space is as follows: First Floor Assembly (Group A, Division 3) - 2,613 square feet I . First Floor Offices (Group B) - 19,383 square feet Second Floor Offices (Group B) - 6,712 square feet MELLES GRIOT 2 June 10, 1999 Carlsbad, California SEC 2098038-000 I First Floor Production (Group F, Division 1)- 26,237 square feet First Floor Storage (Group 5, Division 1) - 8,783 square feet Second Floor Storage (Group S, Division 1)- 3,450 square feet OCCUPANCY Melles Griot occupies the building for the manufacture of Helium-Cadmium, Helium-Neon, and Crypton-Argon lasers. Glass tubes are delivered to the facility and stored on racks until needed. The tubes are delivered pre-cut or are cut with wet saws. Cut tubes are "fire polished" at work benches utilizing hydrogen and oxygen gas. A flame is used to melt and smooth the cut surfaces. I The cathodes and anodes are constructed of Kovar, a nickel/iron alloy. Cathode and anode raw material are delivered, put in a tumbler and sand blasted. The tumbler spins a sealed container I of ceramic chips and water with detergent to clean and prepare the components for brazing. After spinning, the detergent is rinsed from the components and ceramic chips. An effluent pump transports the effluent to a 1500 gallon storage tank. The cleaned cathodes and anodes I are stored until needed in polypropylene bins on the floor. After the parts are cleaned, they are put on trays and passed through a hydrogen brazing furnace via a mechanical conveyor. The furnace heats and brazes the components electrically I in a hydrogen atmosphere at 2100° F. Nitrogen curtains prevent the hydrogen from escaping and a natural gas fired pilot light is used to ignite any hydrogen gas that might escape. The anode is placed into the hydrogen braze furnace where a copper ring is connected. I A glass working lathe utilizing hydrogen and oxygen connects the glass tube to the anode. An electric annealing kiln is used to release the stress in the glass at a maximum temperature of I 932° F for 1 1/2 hours. The glass tube and anode are cleaned with nitric acid, muriatic (hydrochloric) acid, and I hydrofluoric acid and rinsed with deionized water in the glass rinsing area. Components are also rinsed in covered tanks containing isopropyl alcohol. The rinsed components are then cleaned with LiquidNox. The used LiquidNox is drained to the city sewer. I The mirror component is attached to the tube and delivered through a heated pass-through into a conditioned .storage room at 212° F. This process prevents moisture from entering the tube. I A positive displacement pump is utilized to evacuate the air from tubes. The tubes are heated with an electric heat traced manifold to assist this process. The tubes are sealed using a metal I compression tool or glass sealed with an oxygen and natural gas minitorch. Tubes are tested for leakage. This is performed by applying a drop of acetone where a leak is detected. Acetone and alcohol are applied with cotton swabs to clean the laser optics. Swabs are disposed in approved waste receptacles. MELLES GRIOT 3 June 10, 1999 Carlsbad, California SEC 2098038-000 I Assembled laser units are assembled into metal cases. RTV sealant/adhesive, or "hot melt" is injected pneumatically into the aluminum metal cases to mount the glass tubes. The "hot melt" is heated in a glue machine to 3500 F. The glass tubes are cleaned using self contained sand blasting units using a sand grit for the blasting agent. The units are provided with self contained I dust collection systems. The machine shop has a resistance spot welder, a hand saw, and a belt sander. A localized I dust collector is provided at the belt sander. The shipping and receiving area on the ground floor contains single and double row rack I storage of in-process glass and metal parts and circuit boards in cardboard boxes (Class II commodity) to a maximum height of 12 feet. 6-inch wide transverse flue spaces are maintained between rack uprights. Solid shelves are not provided in the racks. Adjacent to the shipping and receiving area is a 3,500 square foot mezzanine with storage below and on top of the mezzanine. The storage area below the mezzanine consists of metal shelf storage of glass and metal parts in cardboard and metal bins. The class of commodity is I considered as Class II. The shelves are 18 inches deep and a maximum of 9 feet high. The storage on top of the mezzanine consists of metal shelf storage of polyurethane foam I pieces used for packaging the lasers, and miscellaneous parts such as cables and circuit boards. The class of commodity is considered to be expanded Group A plastics. The shelves are 18 inches deep and the maximum storage height does not exceed 6 feet. I The storage arrangement is maintained such that ordinary combustibles are stored no higher than 12 feet and high-hazard commodities such as plastics are stored no higher than 6 feet, I therefore the requirements for high-piled combustible storage is not applicable. Scrapped glass tubes with Helium-Cadmium cathodes and anodes are ground and stored in a sealed 55-gallon drum. The drum is located outside the building in a fenced in area I approximately 20 feet from the building. A scrubber is provided to I clean the vapors generated from the glass cleaning bench. This is provided for worker safety, despite the fact the CBC, CFC, and OSHA do no require such a level of safety. I The scrubber is located on the outside of the building adjacent to the southeast exterior wall. Any vapors extracted are washed in the scrubber such that the air exhausted to the atmosphere is free of any acid or particulate. I There are no fire protection or life safety requirements within the CBC or CFC that apply to the scrubber. I MELLES GRIOT 4 June 10, 1999 Carlsbad, California SEC 2098038-000 GENERAL REQUIREMENTS Construction and Fire-Resistance Ratings The facility complies with the CBC requirements for Type V non-rated construction. The required exterior wall and opening protection for Group A, Division 3; Group B, Group F, Division 1; and Group 5, Division 1 occupancies is compliant as summarized in Table 1: Table 1. Construction Requirements CONSTRUCTION FIRE RESISTANCERATING REQUIREMENT Exterior Bearing Wall Four-hour less than 5 feet, Two-hour elsewhere Exterior Non-bearing Wall Same as bearing Opening Protection Openings not permitted less than 5 feet, Protected less than 20 feet Occupancy Separation Walls A one hour separation wall is provided to separate the tenant spaces into separate control areas. - Fire Flow Requirements The required fire flow (water required for fighting fire) in accordance with Appendix Ill-A of the UFC is 4,000 gallons per minute of a residual pressure of 20 psi. This flow includes a 50 percent reduction allowance for automatic sprinkler protection. A waterflow test was conducted on January 28, 1999 at approximately 2:00PM. Water was flowed from the hydrant directly in front of the building on Palomar Airport Road and pressures were measured on the hydrant located approximately 300 feet to the west. A static pressure of 116-118 psi was measured and a residual pressure of 115 to 118 psi was measured at a flow rate of 2,182 gpm. A static pressure of 110 psi was measured at the flow hydrant following the flow test. It was determined from the Carlsbad Municipal Water District that the site is located I downstream from a pressure reducing valve station located at the intersection of Palomar Airport Road and El Camino Real. At this station, there is a series of four pressure reducing valves with a combined maximum continuous flow capacity of 18,900 gpm and a maximum I , intermittent flow capacity of 23,590 gpm. The pressure reducing valves operate in a semi-open position depending on the water demand to maintain the water pressure at a predetermined set pressure. When the water demand increases, the pressure reducing valves respond by opening I further to maintain the set pressure. Given the large capacity of the pressure reducing valves and the relatively large size of the water main in Palomar Airport Road (reported to be 16 inch by the water department), it would take a significant amount of water flow to have a declining water supply curve. Due to the relatively flat water supply, it is not possible to get an accurate I estimate of the available supply at a residual pressure of 20 psi. 1 I MELLES GRIOT 5 June 10, 1999 Carlsbad, California SEC 2098038-000 Therefore, for the purpose of water supply for the automatic sprinkler system, the water supply I curve is considered to be a flat line between zero flow and the fire flow requirement of 4,000 gpm calculated from Appendix Ill-A of the UFC. I Fire Suppression System Requirements The fire suppression requirements, based on occupancy is summarized in Table 2, Fire I Suppression Requirements. Table 2. Fire Sunnresinn RArIIIirAmPnf OCCUPANCY -REQUIRED SPRINKLER DESIGN REFERENCE Office Areas 0.10 gpm/square foot over the NFPA 13, Figure 5-2.3, most remote 1,500 square feet Section 1-4.7.1 including 100 gpm for hose streams. Production Areas 0.15 gpm/square foot over the NFPA 13, Figure 5-2.3, most remote 1,500 square feet Section 1-4.7.2.1 including 250 gpm for hose streams. Shipping and Receiving Area 0.19 gpm/square foot over the NFPA 13, Section 5-2.3.2.2 (12 foot high rack storage of most remote 2,000 square feet Class II commodities) including 500 gpm for hose streams. Lower Mezzanine Storage 0.15 gpm/square foot over the NFPA 231, Section 6-2.2.1 Area (9 foot high shelf most remote 1,500 square feet storage of Class II including 250 gpm for hose commodities) streams. Upper Mezzanine Storage 0.45 gpm/square foot over the NFPA 231 C, Figure 8-2, Area (6 foot high rack most remote 2,000 square foot Part A storage of expanded plastic including 500 gpm for hose commodities) streams. I The building is provided with three automatic sprinkler systems. The hydraulic design information placard on the sprinkler system which protects the areas occupied by offices indicates that the system is designed to provide a density of 0.10 gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 100 I gpm was included in the design. This design is adequate for the intended occupancy. The hydraulic design information placard on the sprinkler system protecting the production I areas indicates that the sprinkler system is hydraulically designed to provide a density of 0.16 gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose stream allowance of 250 gpm was included in the design. This design is adequate for the I intended occupancy. The hydraulic design information on the placard for the sprinkler system protecting the storage I areas indicates that the system is designed to provide a density of 0.56 gpm/square foot over 2,000 square feet including a 500 gpm allowance for hose streams. As shown in Table 2, this I MELLES GRIOT 6 June 10, 1999 Carlsbad, California SEC 2098038-000 I design is more than adequate for the intended occupancy. However, the sprinkler system I appears to have been upgraded by the previous occupant due to the presence of large drop sprinklers. Since the information on the hydraulic design placard does not reflect existing conditions, the sprinkler system was analyzed to verify conformance with NFPA installation I requirements and adequacy of the design. In addition, sprinkler protection is provided for the first floor mezzanine area in accordance with Table 2. Fire Detection/Alarm Requirements Monitoring is required for all valves controlling the water supply for automatic sprinkler systems and water flow switches in accordance with CFC Section 904.3.1. Ventilation and Exhaust Acetone and isopropyl alcohol, which are both Class I-B flammable liquids are used for cleaning the lasers as part of the manufacturing process. The solvents are dispensed from 150 ml (5 oz) capacity plunge-type spill proof containers and 500 ml (17 oz) capacity squeeze-type spill proof containers. There are approximately 50 of the 150 ml size and approximately 12 of the 500 ml size containers used throughout the main production areas, in the process room, the optics room and the glass shop. The solvents are dispensed one or two drops at a time onto cotton swabs which are applied to the lasers and then discarded into safety containers. The spill-proof containers are filled from 1 gallon capacity containers at ventilated workbenches. One workbench is located in the glass rinsing room and another workbench is located in the main production area. CBC Section 1207.5 requires that in areas where Class I, II, Ill-A liquids are used, mechanical exhaust shall be provided sufficient to produce six air changes per hour. The mechanical exhaust shall be taken at or near floor level. The intent of this requirement is to provide dilution ventilation such that the amount of vapors liberated from the flammable or combustible liquids would not be sufficient to cause an explosion of fire. Since most flammable or combustible liquids are heavier than air, the requirement to locate exhaust inlets at or near floor level is intended to direct exhaust ventilation to the most likely area of vapor accumulation. I Ignitable mixtures of flammable liquids occur when the concentration of vapors within the air are within a definite percentage range, commonly referred to as the flammable (explosive) range. The lower limit of the range is known as the lower explosive limit (LEL) the upper limit is known I .as the upper explosive limit (UEL). Explosions can take place anywhere within this flammable range, however explosions of flammable vapor-air mixtures near the lower or upper limits of the flammable range are less intense than those occurring in the intermediate concentrations. I An effective method to prevent deflagration or ignition of vapors is the use of dilution ventilation. NFPA 86 provides design guidelines for this method. Section 7-6 of NFPA 86 provides guidelines for determining the amount of dilution ventilation needed to prevent an explosive I mixture in industrial ovens used for materials which give off flammable vapors. The amount of MELLES GRIOT 7 June 10, 1999 Carlsbad, California SEC 2098038-000 dilution air required to render the vapor liberated from one gallon of solvent barely explosible is given by the formula: (8.328 (s.G. (100 —LEL ) Q=i ixi—xi LEL ) SF 0.075) V.D. LEL Where: Q= Cubic feet of air required to dilute one gallon of solvent to a concentration below the LEL S.G. = Specific Gravity of liquid V.D. = Vapor Density of liquid LEL = Lower Explosive Limit SF = Safety Factor (To maintain the air 25% below the lower flammability limit, SF= 4) To determine the ventilation rate of air in cubic feet per minute needed to dilute the vapors from one gallon of solvent to 25% of the LEL, it is necessary to know the evaporation rate in gallons per minute. As a conservative measure an evaporation rate of 0.026 gallons per minute was assumed based on the entire contents of a 500 ml (0.132 gallon) container spilling and evaporating in a time span of 5 minutes. Using the above formula and the assumed evaporation rate, the amount of ventilation required to dilute the vapors to 25% of the LEL was calculated for both acetone and isopropyl alcohol. Calculations are included in Appendix B. For acetone, the required ventilation needed to dilute the vapors from the worst case spill to 25% of the LEL is approximately 180 cfm. For isopropyl alcohol, the required ventilation is calculated to be approximately 216 cfm. The main production areas are provided with 11,800 cfm of the process room with 12,000 cfm, the optics room with 6,000 cfm, and the glass shop with 4,000 cfm of ventilation. This level of ventilation is more than sufficient to render the vapors normally generated and those generated from a worst case spill to well below 25% of the LEL for materials being used. The two dispensing areas are provided with ventilation exhaust hoods at the work bench level. ' NFPA 45 provides design guidelines for exhausting air from work areas in which flammable gases or vapors are released. The applicable design requirements from NFPA 45 has been provided as follows: I . The hood face velocity of the exhaust air is maintained at 80 to 120 feet per minute to contain fumes generated at the workbench. Ducts from the exhaust system are constructed entirely of noncombustible materials. I . Where flammable vapors pass through the fan, the rotating elements are of nonferrous or spark-resistant construction. Motors and their controls are located outside the location where flammable vapors are I generated. I MELLES GRIOT 8 June 10, 1999 Carlsbad, California SEC 2098038-000 Compressed Gases and Cryogenic Fluids The manufacturer of lasers involves the use of various flammable and non-flammable gases stored in compressed form in cylinders. Other, gas such as Krypton, Argon, Neon, and Helium I mixtures of Argon and Hydrogen are used in the process area. Nitrogen and Oxygen gas in cryogenic form are located outside of the building approximately 5 I feet from the southeast corner. The liquid nitrogen is stored in one 3,000 gallon capacity tank and the liquid oxygen is stored in two 160 liter (42.3 gallon) capacity containers. I Hydrogen gas in compressed form is located outside approximately 100 feet away from the southwest side of the building, and approximately 25 feet from the nearest property line. The hydrogen gas is contained within multiple cylinders with an aggregate capacity of 40,000 cubic I , feet of gas. Compressed gases are regulated by Article 74 and cryogenic fluids are regulated by Article .75 - , of the CFC. The following applicable requirements for the storage and use of compressed gases I and cryogenic fluids has been provided: Containers, cylinders and tanks are designed and constructed in accordance with nationally ' recognized standards. Containers, cylinders, tanks and other means used for containment of hazardous materials are of an approved type (CFC Section 8001.4.2). I ,. Piping, tubing, valves, fittings and related components used for hazardous materials are in accordance with the following: I i. Piping, tubing, valves, fittings and related components are designed and fabricated from materials compatible with the material contained and are of adequate strength and durability to withstand the pressure, structural and seismic stress, and exposure to which I they are subject, Piping and tubing are identified in accordance with nationally recognized standards to indicate the material conveyed, Emergency shutoff valves are identified and the location is clearly visible and indicated I by means of a sign, and Backflow-prevention or check valves are provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of I hazardous material (CFC Section 8001.4.3.2). Compressed gas containers, cylinders, tanks and systems are marked in accordance with I nationally recognized standards (CFC Section 7401 .5.1). Stationary compressed gas containers, cylinders and tanks are marked in accordance with I UFC Standard 79-3. Markings are visible from any direction of approach (CFC Section 7401.5.2). Markings used for piping systems consist of the content's name and include a direction of flow arrow. Markings are provided at each valve; at wall, floor or ceiling penetrations; at. I MELLES GRIOT 9 June 10, 1999 Carlsbad, California SEC 2098038-000 each change of direction; and at a minimum of every 20 feet or fraction thereof throughout the piping run (CFC Section 7401.5.3). Compressed gas containers, cylinders and tanks are secured to prevent falling due to contact, vibration or seismic activity. Rooms or cabinets containing compressed gases are conspicuously labeled COMPRESSED GAS (CFC Section 8001.7). Containers, systems and equipment used for flammable cryogenic fluids are either grounded or bonded or both. Electrical grounding and bonding has been provided by an approved system and is in accordance with the Electrical Code. Suitable means have been taken to protect the system against corrosion, including corrosion caused by stray electric currents (CFC Section 7501.7). The minimum distance between the liquid oxygen containers to the liquid nitrogen tank is 5 feet (CFC Table 7503.3-A). The two dewars containing liquid oxygen have been well insulated to maintain the temperature of the liquid. Such insulation provides protection to the containers from fire exposure in accordance with footnote 2 of CFC Table 7503.3-A. Containers used for the storage and handling of cryogenic fluids are of approved materials and designed in accordance with nationally recognized standards (CFC Section 7502.1.1). Pressure containers are protected by a pressure-relief device or devices. If only one pressure-relief device has been used, it is has been set to operate at pressure not to exceed the maximum allowable working pressure. Additional relief devices are allowed to be set to operate at a higher pressure but do not exceed 150 percent of the maximum allowable working pressure (CFC Section 7502.2.1). Relief devices are located such that they are readily accessible for inspection and repair and I are protected against tampering. Relief devices have been designed or located such that moisture cannot collect and freeze in a manner which would interfere with proper operation of the device (CFC Section 7502.2.3). Relief devices and relief device vent piping are arranged so that escaping gas will discharge unobstructed to the open air and not impinge on personnel, containers, equipment and I structures or enter enclosed spaces (CFC Section 7502.3.2). Containers have been provided with substantial concrete or masonry foundations, or I structural steel supports on firm concrete or masonry foundations (CFC Section 7503.1.1). .. Storage containers, piping, valves, regulating equipment and other accessories are protected against physical damage and against tampering (CFC Section 7503.1.6). I I I MELLES GRIOT 10 June 10, 1999 Carlsbad, California SEC 2098038-000 I The area surrounding a container for cryogenic fluids is provided with drainage to prevent I accidental discharge of fluids from endangering adjacent containers, buildings and equipment or adjoining property (CFC Section 7503.2). I . Piping and materials such as gaskets and thread compound are suitable for the intended use through the full range of pressure and temperature to which they are subjected, I maintaining a safety factor of four to one (CFC Section 7504.1.1). Valves and accessory equipment are suitable for the intended use at the temperatures of the application and are designed for not less than the maximum pressure and minimum I temperature to which they are subjected, maintaining a safety factor of four to one (CFC Section 7504.2.1). Shut-off valves provide on all container connections. Shut-off valves are located as close as practical to the containers (CFC Section 7504.2,2). I . Shut-off valves have been installed in liquid piping as needed to limit the volume of liquid discharged in event of piping or equipment failure. Relief valves are installed between shut- off valves in pipes (CFC Section 7504.2.4). I . Inlet and outlet connections other than relief valves, liquid-level gaging devices, and pressure gases on containers, are labeled or identified by a schematic drawing to designate - - whether they are connected to vapor or liquid space (CFC Section 7504.2.5). Industrial Ovens I Metal components of the lasers are brazed in an electrically heated furnace using a special atmosphere of hydrogen gas. The operating temperature of the furnace is 2100° F. A nitrogen I curtain is provided at each end of the furnace to prevent the infiltration of air into the furnace which could result in the creation of a flammable mixture. A natural gas fired pilot light is used to burn off the hydrogen gas escaping from the furnace to prevent the formation of explosive concentrations of flammable gases. The following safety features are incorporated in the I - operation of the furnace: Temperature interlocks to prevent the introduction of hydrogen gas at temperatures below 1600° F, and excess temperature interlocks (CFC Section 6205.4). Nitrogen gas purging at start up and in the event of an electrical power failure and automatic I . hydrogen shutoff. HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS I The entire area occupied by MELLES GRIOT is treated as one control area as defined in the I CBC. The quantities of hazardous materials used and stored within the building are well below the exempt amounts as defined in the CBC and CFC (see Table 3, Hazardous Material I I I MELLES GRIOT 11 June 10, 1999 Carlsbad, California SEC 2098038-000 I Summary). An inventory of the hazardous materials used and stored within the facility is included in Appendix A of this report. The recommended general safeguards required for the use and storage of hazardous materials in non-hazardous occupancies will be provided as follows: Design and construction of containers, cylinders and tanks: Containers are designed and constructed in accordance with nationally recognized standards (CFC Section 8001 .4.1). Suitability of equipment, machinery and processes: Equipment, machinery and processes used for dispensing, use or handling are approved, listed or designed and constructed in accordance with approved standards for intended use. Such equipment, machinery and processes is maintained in an operable condition (CFC Section 8001 .4.4). Material Safety Data Sheets (MSDS): MSDS are readily available on the premises for all hazardous materials regulated by Article 80 (CFC Section 8001.6). Identification Signs: Visible hazard identification signs as specified in CFC Standard 79-3 are placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages are conspicuously marked or labeled in accordance with nationally recognized standards (CFC Section 8001.7). Separation of Incompatible Materials: Incompatible materials in storage and storage of materials incompatible with materials in use are separated when the stored materials are in containers having a capacity of more than 5 pounds or 1/2 gallon. Separation is accomplished by the following: (CFC Section 8001.9.8) Segregating incompatible material storage by a distance of not less than 20 feet. Isolating incompatible material storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. Storing liquid and solid material in hazardous materials storage cabinets. Storing compressed gases in gas cabinets or exhausted enclosures. The outside storage area for drum storage of cadmium waste is secured against unauthorized entry with a chainlink enclosure (CFC Section 8001.9.2). MELLES GRIOT 12 June 10, 1999 Carlsbad, California SEC 2098038-000 Table 3. Hazardous Material Summary MATERIAL CLASSIFICATION STORAGE AMOUNTS USE OPEN TOTAL STORAGE AND (EXEMPT AMOUNTS) AMOUNTS USE (EXEMPT (EXEMPT AMOUNTS) • AMOUNTS) I-B FLAMMABLE LIQUID 170 gal 30 gal 200 gal (240 gal) (30 gal) (240 gal) CLASS Il COMBUSTIBLE 6 gal 0.05 gal 6.05 gal LIQUIDS (240 gal) (60 gal) (240 gal) CLASS Ill-B COMBUSTIBLE 46 gal 1 gal 47 gal LIQUIDS (Unlimited) (Unlimited) (Unlimited) FLAMMABLE GAS 1,052 ft" NA 1,160 ft (GASEOUS) (1,500 ft) (1,500 ft) FLAMMABLE GAS 20 gal NA 20 gal (LIQUIFIED) (30 gal) _________________ (30 gal) OXIDIZERS (GAS) 140 ft" NA 140 ft (1,500 ft) (1,500 ft) CLASS 2 OXIDIZER (LIQUID) 48 gal 0 48 gal (500 gal) (100 gal) (500 gal) CLASS 1 OXIDIZER 1.25 gal 13 gal 14.25 gal (8,000 gal) (2,000 gal) (8,000 gal) WATER REACTIVE CLASS I 50 lbs 0 50 lbs (Unlimited) (Unlimited) (Unlimited) CARCINOGENS (SOLID) 1 lb 1.56 lb 2.56 lb (10,000 lbs) (2,000 lb) ((10,000 lbs) CARCINOGENS (LIQUID) 10 gal 0.04 gal 10.04 gal (1,000 gal) (200 gal) (1,000 gal) CORROSIVES (SOLID) 50 lbs 0 lbs 50 lbs (10,000 lbs) (2,000 lbs) (10,000 lbs) CORROSIVES (LIQUID) 250 gal 24 gal 274 gal (1,000 gal) (200 gal) (10,000 gal) IRRITANTS (SOLID) 25 lbs 0.75 lb 25.75 lbs (10,000 lbs) (2,000 lbs) (10,000 lbs) IRRITANTS (LIQUID) 422.7 gal 100 gal 522.7 gal (1,000 gal) (200 gal) (1,000 gal) OTHER HEALTH HAZARDS 128 gal 27 gal 155 gal (1,000 gal) (200 gal) (1,000 gal) TOXICS (SOLID) 1 lb 1.56 lb 2.56 lbs (1,000 lbs) (250 lbs) (1,000 lbs) TOXICS (LIQUID) 2.4 gal 0.04 gal 2.44 gal (100 gal) (25 gal) (100 gal) Note: The exempt amounts shown are applicable in a fully sprinklered building. The exempt amounts for Class I-B flammable liquids are for storage inside approved cabinets. MELLES GRIOT 13 June 10, 1999 Carlsbad, California SEC 2098038-000 CONCLUSION In conclusion, this facility meets or exceeds the requirements of the CBC, CFC, and CIVIC due to limited amounts of hazardous materials and excellent automatic sprinkler protection. Prepared By: Reviewed by: SCHIRMER ENGINEERING CORPORATION SCHIRMER ENGINEERING CORPORATION William M. Cline, P.E. Garner A. Palenske, P.E. Regional Engineering Manager AB:Ic P:\JOB 2002\202007 Melles Griot\rpab.357.FPLS 2-12-02.doc APPENDIX A HAZARDOUS MATERIALS INVENTORY HAZARDOUS MATERIAL INVENTORY '46.LA t ' 9Sit; i) hysjcai Properties Hë!tt Properties StOrage. Quantity Usé; Quantity ACIDS/BASES Hydrogen Fluoride . (1% solution) 7664-39-3 --- COR, OHH 120 gal 8 gal Muriatic Acid Hydrochloric acid (37%) 7647-01-0 --- COR 80 gal 8 gal Nitric Acid (70%) . 7697-37-2 0X2 COR 48 gal 8 gal Limestone 1305-78-8 WR1 COR 50 lbs. 0 lb Methanediamine1 80-52-4 C3B --- 1 pt. 0.25 oz GASES Argon 7440-37-1 Non Non 400 cu. ft. 1 ft3 Dust-Off Dichlorodifluoromethane 75-71-8 --- OHH 12-8 oz cans 4 oz Krypton-Argon . . 7439-90-9/ Non 7440-37-1 Non 100 liters 0.25 liter Neon-Helium . . ., 7440-59-71 Non 7440-01-09 Non 150 liters 0.25 liter Nitrogen (gas) 6227-37-9 Non Non 4000 cu.ft. 200ft3 Nitrogen (liquified) 6227-37-9 CRN and 3,000 gal. N/A Oxygen 6282-44-7 OXG --- 140 cu. ft. Propane • 74-98-6 • LFG --- 20 gal. 6 oz Tig Mix . Argon 7440-37-1 Hydrogen 1333-7-4-0 FLG Mixture FLG --- 1200 cu.ft. 40 ft3 -CLEANERS' EMC 2000 Dichloro fluoroethane N/A Perchloroethylene ' 1717-00-6 --- CAR, IRR Mixture 127-18-4 --- CAR, IRR, OHH 48-18 oz. Cans 1 ft3 Hydrogen Peroxide (3%) 6222-84-1 OX1 IRR 10 pts. 0.25 pint Eco Strip Methylene Chloride 75-09-2 --- CAR, COR, OHH Phenol . 108-95-2 - C3A COR, OHH, TOX . Formic Acid 64-18-6 CL2 COR - . Mixture - . . CL2 COR, OHH, CAR, TOX 2 gal. 2 oz Liqui Nox .- 000897-00- --- 0 IRR 10 gal. - 8 oz Microdetergent Tetra sodium EDTA . 64-02-8 --- IRR, OHH • Benzene sulfonic acid, 26447-10-9 dimethyl-ammonium salt --- . Benzenesulfonic acid, 27323-41-7' dodecylopd Poly (oxyethanediyl) 9016-45-9 --- Non - MateriáI4 ' :çomponejht; :c CAS.#V 'PhyicàIr' :.pj6 etis HeaIth Ptóperties- Storage '-,. ZQLi'atity Use . Quántity alpha (nonylphenyl) omega hydroxy Mixture Non IRR, OHH 1 gal. 6 oz Multipurpose Cleaner N/A --- IRR 1 gal. 6 oz Simple Green N/A Non Non 1 gal. 6 oz Waterless hand Nonoxynol-6 cleaner w/pumice 9016-45-9 C313 IRR Petroleum distillates 6474-24-67/ C313 8042-47-5 Pumice 1332-09-8 Non Non Mixture ___________ C3B IRR 2 gal.. 4 oz SOLVENTS! LUBRICANTS Tak Pak 710 Accelerator Trichlorotri- fluoroethane 76-73-1 Acetone 67-64-1 FiB IRR Dialkyl toluide N/A ---- TOX Hydroguinone 123-31-9 ---- TOX Mixture IRR, CAR, OHH 2-3oz. Cans 0.25 oz Acetone 67-64-1 FiB IRR 50 gal. 2 gal Dykem Methyl violet 8004-87-3 ---- IRR, TOX N-Butyl acetate 123-86-4 FiB IRR Ethyl Alcohol 64-17-5 FiB IRR, OHH Butyl Alcohol 71-36-3 F1C IRR Cellulose nitrate 9004-70-0 lsopropylalcohol 67-63-0 FiB IRR Mixture FiB, IRR, OHH, TOX I pt. . 0.25 oz Glycerol 56-81-5 C31B IRR & OHH 1 gal. 1 oz Hydraulic Fluid 000374-00- 0 C313 IRR 5 qts. 2 oz Involl HE200 64742-54-7 C313 IRR 5 gal. 1 oz Isopropanol . 6763-0 FiB IRR 210 gal. 28 gal Kerosene 8008-20-6 CL2 IRR 2 gal. 2 oz Methanol 67-56-1 CL2 IRR 2 gal. 2 oz Silicone Grease G-624 Component X N/A --- TOX Silica 7631-86-9 Non Non Dimethylpoly-siloxanes 63148-62-9 C313 ---- 0.13 oz Mixture C313 TOX 3-4 oz tubes Soluble Oil Hydrocarbons 64741-96-4 Petroleum Sulfonate Mixture N/A . Mixture C313 IRR, 1 gal. 2 oz MätèriàIJ compon:ehti . : Physical : HeãIth- Pro'rties"• Sthrage •: Qüntity Qãntit.4 Tap Magic Octadecanoic acid 112-80-1 C313 IRR, OHH Organic polyol N/A CMD Benzoic acid ester 532-32-1 CMD IRR, OHH, SEN Aromatic azimide 95-14-7 --- COR, OHH Mixture C313 COR, OHH, 1 pt. 1 oz Thread cut oil Chlorinated paraffin 63487-39-8 Paraffin distillate - 64742-54-7 C3B IRR - . Dewaxed paraffin . 647-42-65-0 distillate C313 IRR Mixture C313 IRR, CAR, OHH 1 gal. 2 oz EPDXIES/ADHESIVES 5-min Epoxy Hardner 90-72-2 C313 IRR 40-1.25 oz 0.25 oz 5-min Epoxy Resin - 25068-38-6 C313 OHH 40-1.25 oz 0.25 oz Epoxy Resin 828 25068-38-6 C313 OHH 1 Pt. 0.25 oz Norland Optical Cement14 N/A C313 IRR, TOX 12- 1 oz 0.25 oz Slyguard (R) 170 Part A15 Quartz 14808-60-7 --- CAR Polydimethyl siloxane 63148-62-9 C313 Dimethyl vinyl N/A Mixture C313 . 15 gal 0.5 gal Slyguard (R) 170, Part Quartz 14808-60-7 ---- CAR - - dimethylmethyl hydrogen - siloxane N/A copolymer Mixture . C313 . 15 gal. 0.5 gal Silicone rubber sealant . 000876-00- 0 --- IRR 50-10 oz 0.13 oz Hysol RE2039 25928-94-3 C3B IRR, SEN Hot Glue 1580 N/A Non 300 lbs. 5 lbs PVC Cement PVC resin 9002-86-2 ---- IRR, OHH THF 109-99-9 FiB IRR MEK 78-93-3 FiB IRR Cyclohexane . 108-94-1 CL2 IRR, OHH, TOX Mixture FiB IRR, OHH, TOX I pt. 1 oz Silicone RTV 103 Methyl triacetoxysilane 4253-34-3 FLS, WR1 IRR Unknown Material N/A IRR Mixture FLS, WR1 IRR 50-10 oz 20 oz Superbond 416 Ethyl cyanide acrylate 7085-85-0 C3A IRR, SEN • PMMA N/A --- CAR, OHH Hydroguinone 123-31-9 C313 TOX 2-3 oz 0.25 oz Mãtera!ç _______________ COh onëht 4' . CAS#, Physicài Properties HeaIth' Propertie Storage Quantit Quantity Mixture C3A IRR, SEN DP-110 Part B Epoxy resin 25068-38-6 C31B OHH Polymer 25053-09-2 Hydrogenated terphenyl 61788-32-7 Silica 66262-90-7 12-6 oz cans - Mixture C31B OHH, IRR, SEN 12-6 oz cans 2 oz DP -110 Part Trade Secret N/A Polyamide resin 68410-23-1 Hydrogenated terphenyl 61788-32-7 Epoxy resin 25068-38-6 C31B OHH _________________ 2, 4, 6-Tris [(dimethyl- amino) methyl] phenol Triethylene tetramine 112-24-3 IRR, SEN, TOX - Mixture . C31B OHH, SEN, IRR 12-6 oz cans 2 oz DP-190 1 Part A Trade Secret . N/A C313 SEN, IRR 20-6 oz tubes 2 oz DP-190 Part Epoxy resin 25068-38-6 C313 OHH Epoxy resin 30583-72-3 C313 N/A Mixture C313 OHH, SEN, IRR 20-6 oz tubes 2oz - Expoxy Patch Crystalline silica 14808-60-7 --- CAR Diethylenetriamine 111-40-0 C313 COR - Epoxy resin 25068-38-6 C313 OHH Mixture C313 COR, OHH 12 302 0.25 oz Vac Seal Silicone resin N/A Xylene 1330-20-7 CL2 IRR, OHH Mixture24 CL2 IRR, OHH 2-3oz 0.13 oz Ther-O-Link 1000 Series Zinc Oxide 1314-13-2 Non Dimethyl Siloxane 63148-13-9 C313 --- Mixture C313 --- 12 1/2 pt cans 2 oz Threadlock Cpd Mixture N/A C313 CAR 5 oz 0.25 oz Red GLPT Varnish Xylene - 1330-20-7 CL2 IRR, OHH - • Iron oxide 1309-37-1 Non Alkyd resin 68459-31-4 Mixture CL2 IRR, OHH 12-3 oz tubes 0.25 oz OTHER CHEMICALS Aluminum polish Water ---- Non Non Alumina 1344-28-1, Non Non I: .. MàtéiãI:W ' .Z CAS#T 4PhysicáPf Própetie HêaIth Poprtues Störagéa atut Qiitity Propylene glycol 57-55-6 C3B Non Cellosize 9004-62-0 CMD IRR, OHH Mixture Non IRR, OHH 12-6oz. Bottles 0.75 oz Alumina 1344-28-1 Non Non 200 lbs. 50 lbs 1200 Prime Coat Naptha 8030-30-6 FiB IRR Methyl cellosolve orthosilicate 109-86-4 CL2 IRR, OHH , Tetrapropyl ortho silicate N/A Component X N/A Mixture FiB IRR, OHH, 5 pts. 4 oz Molecular sieve 0007909- 00-0 Non - Non 6 pts. 1 pint I Solder #60 . 000962-00- 0 7-- OHH 18-8 oz. Bars 4 oz 197 Resin Soldering Flux RMA Propanol .. 67-63-0 CL2 IRR Rosin 8050-09-7 --- . IRR, SEN Mixture CL2 IRR, SEN 1 gal. 2 oz Nickel Ease 7440-02-0 CMD CAR, SEN 1 pt. 1 oz Solder Glass Lead oxide 7439-92-1 Non OHH, IRR Zinc oxide 7440-66-6 Non Non Boron oxide N/A Non • Mixture . Non OHH, IRR, TOX. 25 lbs. 0.75 lb Temp-R-Tape K250. N/A - N/A Non Non 1 roll 10 lin ft Temp-R-Tape K250X . N/A.N/A . Non Non 1 roll r 101inft Cadmium Pellets . : 7440-43-9 Non CAR, TOX 16 oz 25 oz APPENDIX B DILUTION VENTILATION CALCULATIONS DILUTION VENTILATION CALCULATIONS Q=4 (0.075 8.328 (S.G.)(1O0 - LEL ) V.D.V.D.LEL Where: Q = Cubic feet of air needed to dilute one gallon of solvent to 25% of it's lower explosive limit S.G. = Specific Gravity of Solvent V.D. = Vapor Density of Solvent LEL = Lower Explosive Limit of Solvent An evaporation rate of 0.026 gal/minute was assumed based on 500 ml (0.1321 gal) of solvent evaporating in 5 minutes. ACETONE S.G. = 0.79, V.D. = 2.0, LEL =2.5% Per NFPA 325 Q =4 ['.fl 832 i0.7 0 9~ (100 2.5") = 6,842 ft3 (61842 ft3 / gal) (0.026 gal/mm) = 180 ft 3 1mm ISOPROPYL ALCOHOL S.G. = 0.79, V.D. = 2. 1, LEL = 2.0% Per NFPA 325 O.O75R2iJ 2.0 Q = 4 8•328\J079\(100_20)=8,187ft3/gai (8,187 ft 3 I gal) (0.026 gal / min) = 212.9 ft 3 1mm 7148382065 RENGEL SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE hsino; Name Contact Person •. - Mailing Address - ily . State ;r(o 04_ Is its Address . City Stele aA -ii. eeo A DrgC..,? . ,JA-J acuu It A AAi .1' Cnui0,. ThFlrE USE ONLY 11ff BP DATE SA/M APCQ ele one. Ion filet ten FleD/Pe,mitl indicate by cirJirng trie stem. 'yhether your business well use, process. Or etore*My of the followrQ haterdOud ma*en.k. If any ol lhe items we c rcled applicCnt must contact the fire Protection Agency w ti. JU?IdI...tçn prior to plan subm,n41 .'Explosive or Bleating 4ents 4 smrnbl Solids 7 Py n rOhota /'f Cryogenics 13 Corcoeiiie - ;tccrnp.eed Garies 5. Organic peroxides, 8. UtstàbIe React esT1. Highly TO*IC or 'rox tCt4tj4jl5 14. Ot rHeaIli. Natsldi - -flammable Of Combuetibe Lituid3 6. W'04:5 . 9. Wátar Reactpves 12. Aadiciactivos _5 ............-. -------.. .--. a------.--. .-._I- '•-• - .- . . -.-. -. -. - -- . ..,:- ...------.- - It the ariawe' to any of the ues ions yes. app1manimust collect me County of Sert O.eO Hezordous Ma er'els Mertegement 0 'is.on 1255 imoeril Avenue 3ta Floor en Diego CA 9'101 1' phone 1619) 338-2222 prior to th@ las...er.ca of a build rig CalARP €aem.( ,Gpartrnent pe?fTlst. ...... . ':' . . - Inteli "ES.MAY BE REOU1RED - Yes NO I. is your business listed on the flv.r.r side of iNs form? WIll your bUCiflsl5 dispose of hsa'øout Subetancag or Medical W.ite .n any omovntt Will your buin•ss store or handle Hatirdous Substances in iaioilnjiiies equal to or creete, then 55 gallons, SOunds. 200 cubic feet .or carc1n09er.efreproduct.,rn buns in any queMily? 4.0 Will your business use an existing or inieU an underground ,torage iank 5. 0 ill your business store or handle Regulated SutiatanCes lC21ARP)1 r..L.J_'f Will yOuf bulliness use o, install a Hetsidous West. -'IankSysium (Titic 22, Article 10) If the answer to any ol the questions is yes, 60106caril must contact the Air Folk.tin Cnnt,ol Ditct, 9150 Chesapeake Drive, San 0egc, CA €'2 2. Telepnori. . (8) 650-450 prior to tria issuance of it building department permit YES NO U "Will the intended Occupant i-t1&I or use any of the equipment li,ted on the Lililftf of Air Pollution Control District Permit Ctegories. on li-rd reverse oldid 01 thIs form? 0 EJ IANOWER ONLY IF QUESTION 1 IS YES.) WiC The eubiect facility be located within 1,000 feet of the outer bounder ( escricol 11< thrn? 12) as listed in the current Oiretory of School and Community College Districts. published by the Sari biago County Olfice'oI EduCation and 9.. current Cs4ilorni PrivicaScIrool :eclocy. comilec1 m accordance with provisions of Education Code Section 331907 t.fl.fl]oq the buiidlnq or itruct.rq for ivhiChtiô permit Is regvaslod contain any rrlable os eetO' -- S 3'elly describe bUSineSs activity ant! Oropoed rOJt :O,r* . 4....r A',',- 77c4.4., 9e../J' •41Ag q7 Jar" of Owner Or Authorized Agent -- 55 •_ - -- - - 5igniltuire 01 Owner or Auihlt d Agent Date 614) cioclare tinder penlhy of perjury that to the best of my knowledge and belief ins responses mbqe:h.reifl are IruC end rern, :p OFFICIAL USE ONLY: 'RE DEP4RTMN'T OCCUPANCY CLASSlfICATl0N:__ -- 5 -. - L.cMP1 OIl 'so FWATOCA tnrOiAaJ',Orl tQUIeW CCL,NTV.I.4MMD -APCU REUASEO cQfl GOWING. PtRMIT e.J1' NOT FOR ocCUP*nc.' CIJr'IT'l'44MMO -4CO AgUAS60 505 UNTY.MhtitP APCO San 0'eg ElI:hM.9171 I1049I Fitz 301fd Q:9 Q--Mvr 0I8'09L 1131 :Ae iNN ID CalAP Requifec 0C8IARP Complete Data , InitiSis C8020257 2051 PALOMAR AIRPORT R D C B A D S t : - - MELLES GRIOT/37912 SF TOTAL TI OFCE 19102SF, MAN 11302SF,OF-M A N 7 5 0 8 S F TI INDUST LoW: SADIA SYEO BUILDING PLANNING ENGINEERING / 7r ARE APPRJFORM HEALTH DEPT - -7- a,i L/i- OTHER SEWER DISTR TO FROM BLDG GRADING LETTER 74 APPLICANT APPLICANT -122~ — PLAN CORR (~ g-o Oy CFO SCHOOLFORM 7z jJ -a i Cak :-si- & FORM / BLDG FEES COMPLETE -61A3/C( bQ--cX - o -- /• I) -4) City of Carlsbad . 1635 Faraday Av Carlsbad, CA 92008 07-01-2002 Plan Check Revision Permit No: PCR02118 Building Inspection Request Line (760) 602-2725 Job Address: 2051 PALOMAR AIRPORT RD CBAD Permit Type: PCR Status: ISSUED Parcel No: 2130503900 Lot #: 0 Applied: 04/24/2002 Valuation: $0.00 Construction Type: NEW Entered By: MDP Reference #: CB02-257 Plan Approved: 06/06/2002 Issued: 07/01/2002 Project Title: MELLES GRIOT Inspect Area: FRAMING DETAIL REVISIONS FINAL APPROVAL . Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given p NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. .' - FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO CITY OF CARLSBAD BUILDING DEPARTMENT •EST. VAL. 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit Validated By__________________________ __ Date___________ 1 PROJECT.INEOR A1lON'- -. . 4çe Address (include Bldg/ uite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number . ' ' Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use . . ' S Proposed Use scription of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms lAcoNTAcT,jg.SoN (ikfrecf6rent fromiapplicant) / Name 777' 1/A CW Telephone # Fax# EW ...,,e ,'--" ,. rr Agent for 9vnr Name ' . Address ' City' , ' State/Zip Telephone # ..................................................... Name . , ' Address ' ' ' City . S,tate/Zip Telephone # . L Q 'EEt (Sec. 7031.5 Business and Professions Code: Any City or County which requires a' permit to construct, alter, improve, demolish or repair any structure, prior to its 'issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7'000 -of Division 3 of the Business' and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section'7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). Name , , Address '. ' . ' , City, ' State/Zip Telephone # State License # ' License Class City Business License # ' Designer Name , ' Address , ' , City State/Zip Telephone State-License # 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 the work for which this permit is issued. 0 I have and will maintain workers' compensation as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company . Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) , C] CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal 'penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's' fees. SIGNATURE ' DATE _____ WEDCEA&11QN..RF 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. 0 YES ONO , 2.' I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following parson (firm) to provide the proposed construction (include name / address I phone number /,contractors license number): 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): I will provide some of the work, but Ihave contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE . DATE Jj JTS Is the applicant or future building. occupant required to submit.a business plan, acutely hazardous materials registration form or risk management and preie'ntion 'proram under Sections 25505, 25533 or 25534 of he Presley-Tannar..Razardoüs Substace Account Act? ' 0 YES 0 NO , Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 ' NO Is the facility tobe constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. 1121i -. I x gg I hereby affirm that there is a construction landing agency for the performance 'of the work for which this permit is issued (Sec. 3097(i) Civil Code). , LENDER'S NAME , LENDER'S ADDRESS_______________________________________________________ I certify that I have read the application an 'd state that the abo,e 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 Citi 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 THISPERMIT. OSHA: An OSHA permit is required for excavations over 5'6" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned - - at any time after the work is commenced for a period of 180 days (Section, 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ' ' . - S , - , ' DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for Building Safety DATE: June 5, 2002 CI_ARRLLCANT JURIS. JURISDICTION: Carlsbad LI PLAN REVIEWER 0 FILE PLAN CHECK NO.: 02-257 (PCR02-118) SET: II PROJECT ADDRESS: 2051 Palomar Airport Road PROJECT NAME: Office T.I. for Melles Griot (Revision) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LIII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation LI GA U MB U EJ LI PC 5/31/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners/lip with government for Bui1Iing Safety DATE: May 3, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 (PCR02-118) SET: I PROJECT ADDRESS: 2051 Palomar Airport Road PROJECT NAME: Office T.I. for Melles Griot (Revision) LI APP CANT JURIS. O PLAN REVIEWER o FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Terry Smith 333 El Camino Real, Tustin, CA 92780 El Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed; Person contacted: Terry Smith Telephone #: 714/832-3333 Date contacted - OZ- (by: Fax #: 714/ S-2.0co Mail Telephone- Fax - In Person REMARKS: Revision No. I includes the spacing of bracing, stud size, misc. details. By: Abe Doliente Enclosures: Esgil Corporation El GA LI MB LI EJ [1 PC 4/25/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ) Carlsbad-02-257 (PCR02-1 18) May 3, 2002 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 (PCR02- 118) PROJECT ADDRESS: 2051 Palomar Airport Road DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 4/25/02 May 3, 2002 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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. 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? 0Yes 0No Carlsbad.02-257 (PCR02-1 18) May 3, 2002 Provide structural calculations to justify the increased spacing of the lateral bracing on details 2, 4 and 5. Details and calculations must be signed by a California licensed Architect or Engineer. Please include the license expiration date and the date the plans are signed. Revised box beam is submitted. The approved set of plans did not show any box beam. Provide construction details for the support of this beam. 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad 02-257 (PCR02-118) May 3, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 (PCR02- 118) PREPARED BY: Abe Doliente DATE: May 3, 2002 BUILDING ADDRESS: 2051 Palomar Airport Road BUILDING OCCUPANCY: B/F-1/S-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V I $120.00I Type of Review: E Complete Review Structural Only Li Other Repetitive Fee Repeats S Hourly I Hour * Esgil Plan Review Fee S $96.00 Based on hourly rate Comments: Sheet I of 1 macvalue.doc RENGEL+ CQ J4 'Al I WA F, W, A " M Fv r# w4i .ii:i I L't• It BURKETT & WONG Structural & Civil Engineers & Surveyors DATE- 2/20/2002 3434 Fourth Avenue • San Diego, CA 92103-4911 ENGINEER- PK Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 7886B STRUCTURAL CALCULATIONS FOR MULES GRIOT TENANT IMPROVEMENTS Interior Partition Bracing 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92008 12/31/04 CM\. Oi: CAU' PREPARED FOR RENGEL + Co. ARCHITECTS 333 EL CAMINO REAL TUSTIN, CA 92780 (714) 832-3333 Qk. 32 - _/o -i.- butkett ENGR __________ &WOfl9 _P4-. 44.4 tLPc' ç- structurni & civil engineers PROJECT SHEET JOB NO________ 0C.t61. ,1__.__,c; - S (IYL 3) 0 q)(./ 1A--t& b r.A1 J P y211&c 2-0 (45XY/' S.331 4 (R'5 Lo - • 33 1 3/%2fr,-51 s 9 ' fS E CD A ( ) :3,V 7 e- S L US 3 - S . C' -re) -r- / - burkett ENGR__________ &wong 40 PROJECT -•7- 1 struCttKol & clvllenglnees SHEET JOB NO___________ / 0 ';.tGt.i S JS - -1- /113/ )L( S 7 r77 ro'.'€ 4 ', I 4-t C-,f 2 k-a--i r' )(• &( / '- I" 6ci1 QJ .c burkett ENGR__________ &w0n9 10 PROJECT structural 9 clvii engineers 3/'; SHEET JOB NO_T72cocD Pc I' - 0 &-4' 11'2 Jr( K aK- Co Ecl ) (,o !(•/ ____ 1,3 3 9ce GS (4,1 A x 1i'2 Ar 5 ' E ! BURKETT & WONG Structural & Civil Engineers & Surveyors DATE- 2/20/2002 3434 Fourth Avenue • San Diego, CA 92103-4911 ENGINEER- PK Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 7886B STRUCTURAL CALCULATIONS FOR MULES GRIoT TENANT IMPROVEMENTS Interior Partition Bracing 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92008 KL, L' vk cxp. r2/3 104 * eJ> CM. 'Op PREPARED FOR RENGEL + Co. ARCHITECTS 333 EL CAMINO REAL TUSTIN, CA 92780 (714) 832-3333 DATE _/02— butkett ENGR &wong PROJECT 4,4 (C -- structuol s civilengineers SHEET JOB NO________ / - - 0 C fLI ,l&xJ &) 20 6-4-- ir7 s •;i 3— — ce .4 3 0 d C." L Z-I;c.c I,< x XV S A-t--o fr -x-i v-t ia 9 ' tAI &1,,l6 ___rsj&CT7 . C- ,q: \ V /17 T _c_* < lt(Q S 1"•&, L,/ S a(", (pCD ci<.. i\&1 t, 7—O ç -I) use C & 3 - '2-AJS - DATE 15-hy 0-1- burkett ENGR__________ &wong PROJECT structural I civilenqineers SHEET JOB NO !. / )Qw ThL& ' V 11 qo -- /,,_31 '. /.•Y3 )-1 S 7-J (j- 4h-J flr'-' V butkett 4 i ENGR___________ &wong SHEET 3/3 PROJECT structural & civil engineers JOB NO_____________ - gO(bg; wi Of 0 (p C) /13 / F _5 p 6<—'fl -Co -ji CT1 ) - 1) 0(f) I4j 'L?i //3//2; (4,1 fr k 5 P *tc o • - ARCHIT CTS 333 El Camino Real Tustin, California 92680 7141832-3333 Fax 714/838.2065 8 EXISTING METAL / 1 - FLOOR DECK - , * NEW METAL LATERAL . - BRACING © 8'-0" O.C. • STAGGERED •i_ .• SUSPENDED T-BAR CEILING WITH ACOUSTICAL TILES - . ,• - ( -- - c A0 CONCRETE SLAB FLOOR - - . • •• • , -,,•.- • •. • - ,- • - ••,• ef 4 • - .• ' . - REVISED CEILING SEPARATION PARTITION 1/2" V-0" 2 - • • f NEW METAL LATERAL, BRACING - ETAOL LATERAL, BRACING - ARCHITE -.CTS 333 El Camino Roal Tustin, California 92680 Fax 714/832-3333 7141838-2065 - • _____ V - * V / / //. 40 -• . V / /• 3—#6 OR #8 SCREWS OR 2—#10 SCREWS 6" MIN _ • H ABOVE - V - -• METAL TOP . / • TRACK 6"X'' ,—SUSPENDED T—BAR CEILING V ,-' 3 :. • -: V • . / WITH ACOUSTICAL TILES. 99 NJ IM!\ V) 0 00 Ld Ilk- —SCREWABLE METAL STUD WITH V 5/8" THICK TYPE 'X' GYPSUM V V VT• VWALL BOARD EACH SIDE WITH V V INSULATION V • CT) 63 V :. - - • - V -. V - NOTE: ATTACH LATERAL BRACING TO STRUCTURE .. ABOVE W/ 2—#10 DRYWALL SCREWS SUSPEN. CEILING TO PARTITION.'.` 4 V -4 LATERAL BRACING NEW METAL © 8'—O" 0.C. STAGGERED ARCHI 8xoGA 333 aminoea EI Camino 3 ea I Fax 714/838-2065 714/832-3333 - / 3#6 OR ' #8SCREWS • 6"X20GA P : Z uj TRACK J -' ONTINUOUS 'SUSPENDED T:BAR TILES4 • .- - : V • CEILING WITH ACOUSTICAL CUT FOR TOP TRACE TO REC '4 • • H \\2::RACK 444 -• - '—SCREWABLE METAL ST' UD WITH OF c 5/8" THICK TYPE 'X' GYPSUM - WALL BOARD EACH SIDE WITH INSULATION NOTE ATTACH LATERAL BRACING - TO STRUCTURE ABOVE W/ 2#10 DRYWALL SCREWS - - • , CONTI N UOUSSUSP . CEILING 1 1/2= 10" 5 1 RENGEL+ Co. ji IJ MAN lr!1s VAf 0-A /' A #' T I I r.. ARCHITECTS 333 El Camino Real Tuslin, California 92680 714/832-3333 Fax 714/838-2065 BOX BEAM DETAIL RFVISFfl 4.2.e2- MELLES.GRIOT 2-#6 SCREWS < EACH SIDE. 6" 20 GA. TRACK FOR DGE. ( RENGE L I 333 El Camino Re Tustin, California 714/832-3333 Fax 714/838-2065 > / BOX BEAM RESTING ON BRIDGE WITH 3 SCREWS 6" 20 GA. STUDS © 24" < O.C. 0 VERIFY MIN. FLOOR BJOX BEAM @ NEW WALL A N.T.S. 20 N V• G JOIST NC 2"X6" WALL © .C. THICK ,X' JM -J~ ARC 7EW 333 El Camino RTustin, Californi 714/832.3333 (Fax 714/838-2O6, V > -S-GREWS TOP V V V EXISTING RIM > AND BOTTOM I JOIST > NEW > BOX BEAM > NEW 6" -2C ;• TRACK V VERIFY MIN > DRYWALL S >• TRACK TO :> JOIST. ©E > • V V > V V :V V V. VV. :. •V' VV V • BOX BEAM EXISTING WALL N.T.S.18 L VVL . . — ......._. - ..._- V - - . .. VV VV • V V. ~ * • - - 0992 44 RENL 2 714,6382655 /f fvrY ( jk) QV 94 VA &ISTr ., k ) c2o1 . /• (,II 10 &A Sr's€ BC d E PN a 4 i;i' ULX b "'W t7256666I9: XE3 9N3 £OP1 II3)flE 7256619:xP rj :tnm - - ma lw J_ - CD -4 C) CD '(4 1 0 ('4 '-4 IL) LL- (9 LiJ D L4J EW METAL LATERAL -f1 BRACING C 8'-0" O.C. J TAGGER D 3 3/ I. /Ae, La 0-CONTINUOUS SUSPENDED T—BAR CEILING WITH ACOUSTICAL TILES. \ CUT FOR TOP TRAC TO RECEIVE METAL ANGLE. Gj- TOP TRACK . - - CREWABLE METAL STUD WITH 5/8 THICK TYPE 'X'• GYPSUM 0 WALL BOARD EACH SIDE WITH A _jNSULATlON. * (NOTE: ATTACH LATERAL BRAI 1 TO STRUCTURE ABOVE W/ 2— - - 10 DRYWALL SCREWS •: CONTINUOUS SUSP. CEILING i iir=i'-ü 5 - NEW METAL LATERAL BRACING I G 8-0n O.C. STAGGERED A1RI1i1 c ' 04 • co pi / / 2-7/16- FRAMING SCREWS 6" MIN. -- ABOVE METAL TOP---.'- ASUSPENDED T—BAR CEILING '1 TRACK. / WITH ACOUSTICAL TILES. EITTIIiI1_ITTI1IIIL1I1IIIII U. SCREWABLE METAL STUD WITH a- X .4 5/8H THICK TYPE 'X' GYPSUM 7 CD in 2 WALL BOARD EACH SIDE TH • - INSULATION. , ATTACH LATERAL BRACING NOTE: TO STRUCTURE ABOVE W/ 2- 10 DRYWALL SCREWS • i sus ,PEN. C LING 0 PARTiTION NJ 4.' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-01-2002 Plan Check Revision Permit No: PCR02152 Building Inspection Request Line (760) 602-2725 2051 PALOMAR AIRPORT RD CBAD PCR Status: ISSUED 2130503900 Lot #: 0 Applied: 05/30/2002 $0.00 Construction Type: NEW Entered By: CB Plan Approved: 06/24/2002 Issued: 07/01/2002 Project Title: MELLES GRIOT/ DELETE WRK ZONE Inspect Area: 1, PAS THRU,REVISE LAYOUT, B RAC NG, E LEC/MECH Applicant: Owner: SADINRENGEL & CO ARCHITECTS M G PALOMAR L L C 333 EL CAMINO REAL C/O SHAHID A KHWAJA TUSTIN CA 2051 PALOMAR AIRPORT RD #8 07/01/02 0O0 01 0 92780 CARLSBAD CA 92009 ro 714-832-3333 36040 Total Fees: $360.00: Total Payments To Date: $0.00 Balance Due: $360.00 Plan Check Revision Fee $360.00 Additional Fees $0.00 / N / 2 2 / FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise expired. Job Address Permit Type: Parcel No: Valuation: Reference #: a FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 O7/(i. cz-- PLAN CHECK EST. VAL. Plan Ck. Deposit Validated By Date V R423t.4 PP 4igpT P1 Address (include Bldg/Suite #) ffL6v-_C-ff4 ILA 4- Business Name (at this address) t ) 64 7746 POL)i2 2/Elo -151 Legal Description 'i&X1U)ZAL_ Lot No. Subdivision Name/Number M6rC4-1AjJ 1LUnit No. Phase No. Total # of units — Ju) p'rr. :.A S cx.-r gEVt T27 zL Assessor's Parcel # Existing Use - Proposed Use 0i'j6, ,4Z' ?AP-T, B2AC& Vt5(.Oe-.) O' Desc L6TGD T•F 11) #ofzomes i14fBedwoms #oathrooms Name Address City State/Zip Telephone # Fax # Name Address City State/Zip Telephone # ---- PROPER,OWNER Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # 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. - 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 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 secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollarS ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees. SIGNATURE DATE - --- .. -- - .- -- - t7WNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: o 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 orimprovement 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. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 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 I phone number / contractors license number): 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 I type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. - 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__________________________________________________________ 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 Cite 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. B EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or ((the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Buildihg Code). APPLICANT'S SIGNATURE _____________________________ DATE WHITE: File YELLOW: Applicant PINK: Finance 4 FOR OFFICE USE ONLY PLAN CHECK NOC.'( 2O2.57 EST. VAL. PERMIT APPLICATION Plan,Ck. Deposit * CITY OF CARLSBAD BUILDING DEPARTMENT Validated By__________________ 1635 Faraday Ave., Carlsbad CA 92008 Date / 2 ST-OJ , 2051 FALOIIAR. A.R.1 P. ML'- cR1 Address (include Bldg/Suite #) , .'' ' Business Name (at this address) ' - .,\ . . . . 9712 '5/p' WA', fli A.I. Legal Description ' ' Lot No. SubJivisionNameINumber Unit No. 1iase1'/ TT#ftnits v ' . Assessors Parcei# Existing Le , Proposed Use .• __________L L ' -4,D1 CMJ4b 'RA1L1 1LiflJ1 C.A. 2..I&) 114. t2. .i353 114. o' Name Address City State/Zip Telephone # Fax # * RYAN it1 333 E TU C 2.1O -11.*, t32. . Name Address City State/Zip . Telephone# " : *i tir.aw.., zi tABt Gb . 140. 436. 2Tht Name ' Address City It State/Zip ' Telephone # .,. -Y"jSec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by * . an a plicant for a ermit subjects the applicant to civil nalty of not more than five hund d dollars ($500]). C(Ye. I7eoi e/A ( j,Vflu$ P1 Name Address . , • City • ' State/Zip ' . Telephone # State License # 74 3 License Class A City Business License # Designer Name , , Address , City • State/Zip • Telephone # State License # _________________ . ' •' ' , • Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:' ,,' 0 1 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. ,. • ' • .. 0 I have and will maintain worker's compensation, as required by Section 3700 ofIhe labor Code, for the performance of the work for which this permit is issued. My • worker's compensation ipurance parrier and policy numper are: ' •• - •• Insurance Company . PolicyNo._Ool t#I0000 / Expiration Date 0 1. •.,,. . ,. (THIS SECTION NEED NOT BE COMPLETED IF THE AERmrr 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 -r become subject to the Workers' Compensation Laws of California. • ' • ' •• • , . WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000 ~amages we provided for in Section 3706 of the Labor'Code, Intere S NATURE IG I hereby affirm that lam exempt from the Contractors License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044, Vp : Business and Professions Code: The Contractors 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 Contractors 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 Contractors • * License Law). V , V - . V • ' ' • , 1 0 I am exempt under Section Business and Professions Code for this reason: . ' ' ' V • • ' V , ,•• •j I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 0 NO . " • :' . • I (have/have not) signed an application for a building permit for the proposed work. - .'." ' ',•, - • ' ,/ I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): '" • I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address / phone number '- /ontractors license number): I will provide some of the w&k, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number/ type of work): .. - PROPERTY OWNER SIGNATURE ' V ' DATE • . .•. •• , •* p' ' . . • .., ;,•. eq WHITE: File YELLOW: Applicant • PINK: Finance V , ' EsGul Corporation In Partnership with Government for Bui&ing'?5afety DATE: June 20, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 Rev 2(PCRO21S2) SET: II PROJECT ADDRESS: 2051 Palomar Airport Road PROJECT NAME: Melles Griot Revision 2 o LICANT JURIS. '0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. EJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent-to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Abe Doliente Enclosures: Esgil Corporation LI GA LI MB [] EJ [1 Pc 6/17,20/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 6 Fax (858)560-1576 EsGII Corporation In Partnership with government for ui&uingSafet DATE: June 7, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 Rev 2 (PCR02 152) SET: I PROJECT ADDRESS: 2051 Palomar Airport Road PROJECT NAME: Melles Griot Revision 2. o APPLICANT - JUR AN REVIEWER LI FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Rengel + CO. Architects 333 El Camino Real, Tustin, CA 92780 El Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sadia Cv.p Telephone #: 714/832-3333 Date contacted:(/i/ol(by: lc-.. ) Fax #: 714/838-2065 MaiIv' TeIephone..- Fax 1,/In Person LI REMARKS: By: Abe Doliente Enclosures: Esgil Corporation Li GA LI MB fl EJ LI PC 5/31/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-257 Rev 2 (PCR02 152) June 7, 2002 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 Rev 2 (PCR02 152) PROJECT ADDRESS: 2051 Palomar Airport Road DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 5/31/02 June 7, 2002 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbin6 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. Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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. 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? El Yes El No Carlsbad 02-257 Rev 2 (PCR02152) June 7, 2002 There are structural calculations submitted, but there are no structural plans included. It would be helpful if you have a narrative of all the changes on the plans. 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad 02-257 Rev 2 (PCR02 152) June 7, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-257 Rev 2 (PCR02152) PREPARED BY: Abe Doliente DATE: June 7, 2002 BUILDING ADDRESS: 2051 Palomar AirportRoad BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Revision 2 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb 1113y Ordinance Bldg. Permit Fee by Ordinance [J 1 Plan Check Fee by Ordinance j W $360.001 Type of Review: Complete Review Structural Only El Other E Repetitive Fee Repeats Hourly [ 31 Hours * Esgul Plan Review Fee I $288.00( * Based on hourly rate Comments: Revision 2 includes summary from attached permit application. Sheet 1 of 1 macvalue.doc Carlsbad Fire Department 02152 1635 Faraday Ave. . Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category., Building Plan Date of Report: 06/20/2002 Reviewed by: NIA Name: Rengel & Co. Address: 333 El Camino Real City, State: Tustin CA 92780 Plan Checker: Job # 02152 Job Name: Melles Griot Bldg-#:-'- CB02152 Job Address: 2051 Palomar Airport Rd. Ste. or Bldg. No. Approved 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. Approved The item you have submitted for review has been approved subject to the Subject to 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 I or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency lD ED Job # 02152 ED File # BURKETT & WONG Structural & Civil Engineers & Surveyors DATE- 5/20/2002 3434 Fourth Avenue • San Diego, CA 92103-4911 ENGINEER- PK Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 7886C These calculations are limited solely to the items included herein, selected by the client, and do not imply approval of any ether portions of the stricture. - STRUCTURAL CALCULATIONS FOR MULES GRIoT TENANT IMPROVEMENTS Equipment Support in Room 193 2051 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92008 PREPARED FOR RENGEL + Co. ARCHITECTS 333 EL CAMINO REAL TUSTIN, CA 92780 (714) 832-3333 061 fe: csoz'&Xq jPtROZ IS& Floor Map R RAM Steel v7.2 DataBase: FIRST FLOOR 05/20/02 14:58:17 NtEA11,1At - - Floor Type: MAIN q. ---- ---- ET. -a--- Thfj1J JPI lc3 - 10 10 - 41 1ir"Q7 -vV 1' + L ry (1 f L 5rt9 ry Vj Cl 'O 2-L7 +fr74 (L5v) / 1ç .:t)cJ-VW We/ 07 2.L5 S 1D31Od ON 901 eouuaIIAIo ; io / S / • 6u0m 31VC 1)HS 011e4inq • a/o-1/5 (4) (7) 0000 W21 A4 0000 (6) / CW21x5O () (2) (7) CO W12x19 : sl W21x5O(12) ' W12x19 Y,50 (12 N) K50 (12 K50(12) K50 (12) S1/2I$ P -9ii/L/S' 1 x46(11) W18x46(11) W12x19(5) Co _ 0) 01 K44 (11)± W21 A4 44112x19 (4 ~ 4 CO ____________________________ ç' W21x5O(12) W12x19(5) N) W21x50 (12) W12x19 (5) 01 '1 N) K50 (12) I -4 MOO N) - Q 92 !TI Eme .93 -4. Gravity Beam Design RAM Steel v7.2 DataBase: FIRST FLOOR 05/20/02 14:58:17 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number = 84 SPAN INFORMATION (ft): I-End (-56.00,28.00) J-End (-56.00,56.00) Beam Size (User Selected) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 145.00 145.00 fc (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok beff(in) = 84.00 Ybar(in) = 21.05 Seff(1n3) = 113.99 Str(in3) = 141.44 Jeff (in4) = 1998.34 ltr(in4) = 2977.80 Stud length (in) = 5.50 Stud diam (in) = 0.75 Stud Capacity (kips) q = 11.5 4 of studs per stud segment: Full = 15,4,25 Partial = 4,2,7 Actual = 4,2,7 Number of Stud Rows 1 Percent of Full Composite Action = 25.76 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL Red% RoofLL Red% CLL 8.50 0.30 0.10 0.05 9.3 0.00 0.00 0.0 0.00 Snow 0.01 11.00 0.30 0.10 0.05 9.3 0.00 0.00 0.0 0.00 Snow 0.01 LINE LOADS (k/It): Load Dist DL CDL LL Red% Type CLL 1 0.00 0.044 0.044 0.000 - NonR 0.000 28.00 0.044 0.044 0.000 0.000 2 0.00 0.420 0.233 0.233 93% Red 0.047 28.00 0.420 0.233 0.233 0.047 3 0.00 0.420 0.233 0.233 9.3% Red 0.047 8.50 0.420 0.233 0.233 0.047 4 8.50 0.330 0.183 0.183 9.3% Red 0.037 11.00 0.330 0.183 0.183 0.037 5 11.00 0.420 0.233 0.233 9.3% Red 0.047 28.00 0.420 0.233 0.233 0.047 SHEAR: Max V (DL+LL) = 18.53 kips fv = 2.56 ksi Fv 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp 59.5 14.0 - - 8.75 24.00 8.75 24.00 InitDL 50.4 14.0 - Max+ 129.8 13.9 - Mmax/Seff 13.67 24.00 MconstJSx+Mpost/Seff 15.77 32.40 -- Controlling 129.8 13.9 - - 13.67 24.00 - - fc (ksi) = 0.21 Fc = 1.35 REACTIONS (kips): Left Right Initial reaction 8.50 8.48 DL reaction 12.62 12.51 Max +LL reaction 5.91 5.92 Max +totaj reaction 18.53 18.42 DEFLECTIONS: Initial load (in) at 14.00 ft = -0.291 liD = 1155 Live load (in) at 14.00 ft = -0.101 IJD = 3337 Post Comp load (in) at 14.00 ft = -0.193 L/D = 1738 Net Total load (in) at 14.00 ft = -0.484 LID = 694 Type CLL NonR 0.000 0.000 Cb Tension Flange Compr Flange lb Fb lb Fb - 9.19 24.00 9.19 24.00 16.84 24.00 - - 18.38 32.40 - 16.84 24.00 - - Red% Lb ft Left 17.75 31.12 9.09 40.21 Right 17.81 30.62 9.13 39.74 at 14.00 ft = -0.243 L/D = 1381 at 14.00 11 = -0.080 LID = 4226 at 14.00 11 = -0.216 liD = 1557 at 14.00 ft = -0.459 LID = 732 Gravity Beam Design RAM RAM Steel v7.2 0 Page 2/11 DataBase: FIRST FLOOR 05/20/02 14:58:17 INTENATONW Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number= 72 SPAN INFORMATION (ft): I-End (-56.00,28.00) J-End (-28.00,28.00) Beam Size (User Selected) = W27X84 Fy = 36.0 ksi Total Beam Length (fi) = 28.00 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcI) 145.00 145.00 fc (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formiok VERCO W3 Formlok beff (in) = 84.00 Y bar(in) = 24.48 Seff(1n3) = 264.82 Str(in3) = 315.09 Ieff(in4) 5319.08 Itr(in4) = 7714.61 Stud length (in) = 5.50 Stud diam (in) = 0.75 Stud Capacity (kips) q = 11.5 # of studs per stud segment: Full 39,2,38 Partial = 10,2,10 Actual = 10,2,10 Number of Stud Rows = 1 Percent of Full Composite Action = 25.76 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL Red% °RoofLL Red% CLL 9.33 17.98 6.76 6.01 27.8 0.00 0.00 0.0 0.00 Snow 1.20 9.33 12.46 7.23 6.53 27.8 0.00 0.00 0.0 0.00 Snow 1.31 18.67 16.47 6.91 6.15 27.8 0.00 0.00 0.0 0.00 Snow 1.23 18.67 124 723 6.53 27.8 0.00 0.00 0.0 0.00 Snow 1.31 LINE LOADS (k/ft): Load Dist DL CDL LL 0.00 0.084 0.084 0.000 28.00 0.084 0.084 0.000 SHEAR: Max V (DL+LL) = 40.21 kips fv = 3.27 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment kip-ft ft Center PreCnip 163.2 14.7 InitDL Max + Mmax/Seff Mconst/Sx+MpostlSeff Controlling fc (ksi) = 0.34 Fc = 1.35 REACTIONS (kips): Initial reaction DL reaction Max +LL reaction Max +totaj reaction DEFLECTIONS: Initial load (in) Live load (in) Post Comp load (in) Net Total load (in) 139.6 14.6 371.6 9.3 371.6 9.3 Gravity Beam Desi2n RAM Steel v7.2 Page 3/1I DataBase: FIRST FLOOR 05/20/02 14:58:17 NtEa1AJA1 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number = 107 SPAN INFORMATION (It): 1-End (-56.00,36.50) J-End (46.67,36.50) Beam Size (Optimum) = W8X1O Fy = 36.0 ksi Total Beam Length (ft) = 9.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 7.33 1.19 0.23 0.0 0.00 0.00 0.0 0.00 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.00 .0.010 0.000 - NonR 9.33 0.010 0.000 SHEAR: Max V (DL+LL) = 1.16 kips Iv = 0.86 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft lb Fb lb Fb Center Max + 2.3 7.3 7.3 1.75 3.53 21.60 3.53 21.60 Controlling 2.3 7.3 7.1 1.75 3.53 21.60 - REACTIONS (kips): Left Right DL reaction . 0.30 0.98 Max +LL reaction 0.05 0.18 Max +totaj reaction 0.35 1.16 DEFLECTIONS: Dead load (in) at 5.23 ft = -0.026 . lID = 4339 Live load (in) at 5.23 ft = -0.005 LID = 24264 Net Total load (in) at 5.23 ft = -0.030 lID = 3681 p RAM RAM Steel v7.2 DataBase: FIRST FLOOR NTENATONM Gravity Beam Desi2n 7 Page 4/11 05/20/02 14:58:17 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number= 105 SPAN INFORMATION (ft): I-End (-56.00,39.00) J-End (46.67,39.00) Beam Size (Optimum) = W8XI0 Fy = 36.0 ksi Total Beam Length (ft) = 9.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 7.33 1.19 0.23 0.0 0.00 0.00 0.0 0.00 Snow - LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.00 0.010 0.000 NonR 9.33 0.010 0.000 SHEAR: Max V (DL+LL) = 1.16 kips fv = 0.86 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb lb Fb Center Max+ 2.3 7.3 7.3 1.75 3.53 21.60 3.53 21.60 Controlling 2.3 7.3 7.3 1.75 3.53 21.60 - REACTIONS (kips): Left Right DL reaction 0.30 0.98 Max +LL reaction 0.05 0.18 Max +total reaction 0.35 1.16 DEFLECTIONS: Dead load (in) at 5.23 ft = -0.026 L/D = 4339 Live load (in) at 5.23 ft -0.005 IM = 24264 Net Total load (in) * at 5.23 ft -0.030 IM = 3681 : Gravity Beam Design Alm; Page 5/11 05/20/02 14:58:17 Steel Code: ASD 9th Ed. RAM Steel v7.2 DataBase: FIRST FLOOR Floor Type: MAIN Beam Number = 69 SPAN INFORMATION (ft): I-End (-56.00,56.00) J-End (-28.00,56.00) Beam Size (User Selected) = W24X68 Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Fy = 36.0 ksi Left Concrete thickness (in) 3.50 Unit weight concrete (pci) 145.00 ft (ksi) 3.00 Decking Orientation parallel Decking type VERCO W3 Formiok beff(in) = 84.00 Ybar(in) Seff(in3) = 196.39 Str(in3) Ieff(in4) = 3651.85 Itr(in4) Stud length (in) = 5.50 Stud diam (in) Stud Capacity (kips) q = 11.5 # of studs per stud segment: Full 32,1,31 Partial = 8,2,8 Actual = 8,2,8 Number of Stud Rows = 1 Percent of Full Composite Action = 25.44 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL 9.33 4.72 2.67 2.57 18.7 0.00 0.00 9.33 15.37 6.94 6.25 18.7 0.00 0.00 18.67 4.72 2.67 2.57 18.7 0.00 0.00 18.67 14.60 7.06 6.33 18.7 0.00 0.00 LINE LOADS (k/ft): Load Dist DL CDL LL Red% 1 0.00 0.068 0.068 0.000 - 28.00 0.068 0.068 0.000 SHEAR: Max V (DL+LL) = 27.99 kips fv = 2.84 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center PreCmp 113.5 14.7 - InitDL 97.0 14.6 - - Max+ 258.3 10.5 - Mmax/Seff Mconst/Sx+Mpost/Seff Controlling 258.3 10.5 - fc(ksi) = 0.29 Fc = 1.35 REACTIONS (kips): Left Right Initial reaction 12.38 12.43 DL reaction 20.80 20.54 Max +LL reaction 7.19 7.22 Max +totaj reaction 27.99 27.76 DEFLECTIONS: Initial load (in) at 14.00 ft = -0.263 L/D = Live load (in) at 14.00 ft = -0.092 LID = Post Comp load (in) at 14.00 ft = -0.219 L/D = Net Total load (in) at 14.00 ft = -0.482 LID = Right 3.50 145.00 3.00 parallel VERCO W3 Formlok = 22.75 = 236.78 = 5387.70 = 0.75 Red% RoofLL Red% CLL 0.0 0.00 Snow 0.51 0.0 0.00 Snow 1.25 0.0 0.00 Snow 0.51 0.0 0.00 Snow 1.27 Type CLL NonR 0.000 0.000 Tension Flange Compr Flange lb Fb lb Fb 8.85 24.00 8.85 24.00 15.78 24.00 - -- 17.42 32.40 - 15.78 24.00 - - 1276 3668 1533 696 • Gravity Beam Desi!n RAM Steel v7.2 Page 6/11 RAM DataBase: FIRST FLOOR . 05/20/02 14:58:17 NTE'JftiAt Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number = 108 SPAN INFORMATION (ft): I-End (48.67,36.50) J-End (48.67,39.00) Beam Size (Optimum) = W8X10 Fy = 36.0 ksi Total Beam Length (ft) = 2.50 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 3.50 3.50 Unit weight concrete (pcf) 145.00 145.00 fc (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formiok VERCO W3 Formlok beff(in) = 7.50 Ybar(in) = 8.22 Seff(in3) 13.48 Str(in3) = 17.48 Ieff(in4) = 96.92 Itr(in4) = 143.62 Stud length (in) = 5.50 Stud diam (in) = 0.75 Stud Capacity (kips) q = 11.5 # of studs: Max = 2 Partial = 2 Actual = 2 Number of Stud Rows = 1 Percent of Full Composite Action 34.35 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type CLL 0.00 0.010 0.010 0.000 - NonR 0.000 2.50 0.010 0.010 0.000 0.000 2 0.00 0.330 0.183 0.183 0.0% Red 0.037 2.50 0.330 0.183 0.183 0.037 3 0.00 0.610 0.000 0.000 0.0% Red 0.000 2.50 0.610 0.000 0.000 0.000 SHEAR: Max V (DL+LL) 1.42 kips fv 1.06 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp 0.2 1.3 - - 0.28 24.00 0.28 24.00 InitDL 0.2 1.3 - Max+ 0.9 1.3 - - Mmax/Seff 0.79 24.00 - - MconstlSx+Mpost/Seff 0.89 32.40 - Controlling 0.9 1.3 - 0.79 24.00 - fc (ksi) = 0.04 Fc = 1.35 REACTIONS (kips): Left Right Initial reaction 0.29 0.29 DL reaction 1.19 . 1.19 Max +LL reaction 0.23 0.23 Max +total reaction 1.42 1.42 DEFLECTIONS: Initial load (in) at 1.25 ft = -0.000 Live load (in) at 1.25 ft = -0.000 Post Comp load (in) at 1.25 ft = -0.000 Net Total load (in) at 1.25 ft = -0.000 StorLL 0.00 0.00 Red% 7.3% 0.0% 7.3% Cb Right 8.19 15.37 5.80 21.17 Red% 0.0 0.0 Type NonR Red Red Red RoofLL 0.00 0.00 CLL 0.000 0.000 0.093 0.093 0.000 0.000 0,093 0.093 Red% CLL Snow 0.04 Snow 0.04 II RA ! M RAM Steel v7.2 DataBase:FIRST FLOOR Gravity Beam Desi2n /0 Page 7/11 05/20/02 14:58:17 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number= 91 SPAN INFORMATION (It): I-End (46.67,28.00) J-End (46.67,56.00) Beam Size (User Selected) = W21X44 Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.50 Unit weight concrete (pcI) 145.00 f'c(ksi) 3.00 Decking Orientation perpendicular Decking type VERCO W3 Formiok beff (in) 54.00 Y bar(in) Seff (1n3) = 110.70 Str (1n3) Ieff(in4) = 1810.54 Itr (in4) Stud length (in) = 5.50 Stud diam (in) Stud Capacity (kips) q = 11.5 # of studs per stud segment: Full = 16,4,22 Partial = 4,2,6 Actual = 4,2,6 Fy = 36.0 ksi Right 3.50 145.00 3.00 perpendicular VERCO W3 Formlok = 19.57 = 136.71 = 2675.39 = 0.75 Number of Stud Rows 1 Percent of Full Composite Action = 26.41 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL 8.50 0.05 0.05 8.50 0.98 0.24 0.18 7.3 0.00 11.00 0.05 0.05 11.00 0.98 0.24 0.18 7.3 0.00 LINE LOADS (kilt): Load Dist DL CDL LL 1 0.00 0.044 0.044 0.000 28.00 0.044 0.044 0.000 2 0.00 0.840 0.467 0.467 8.50 0.840 0.467 0.467 3 8.50 3.457 0.000 0.000 11.00 3.457 0.000 0.000 4 11.00 0.840 0.467 0.467 28.00 0.840 0.467 0.467 SHEAR: Max V (DL+LL) = 23.55 kips Iv = 3.26 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb kip-ft ft ft Center PrcCmp 55.6 14.4 - lnitDL 47.2 14.4 - Max+ 170.1 11.9 - MmaxlSeff MconstlSx+MpostlSeff Controlling 170.1 11.9 - fc (ksi) = 0.46 Fc = 1.35 REACTIONS (kips): Left Initial reaction 7.96 DL reaction 17.98 Max +LL reaction 5.57 Max +totaJ reaction 23.55 DEFLECTIONS: Initial load (in) at 13.86 ft = -0.272 Live load (in) at 13.86 ft = -0.104 Post Comp load (in) at 13.86 ft = -0.323 Net Total load (in) at 13.86 ft = -0.595 Tension Flange Compr Flange lb Fb lb Fb 8.17 24.00 8.17 24.00 18.44 24.00 - - 20.27 32.40 - -. 18.44 24.00 - 1236 3228 1039 564 UM RAM Steel v7.2 DataBase: FIRST FLOOR Gravity Beam Design '- Page 8/11 05/20/02 14:58:17 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number = 106 SPAN INFORMATION (ft): I-End (46.67,36.50) J-End (-37.33,36.50) Beam Size (Optimum) = W8XI0 Fy = 36.0 ksi Total Beam Length (ft) = 9.33 LINE LOADS (k/fl): Load Dist DL LL Red% Type 1 0.00 0.010 0.000 - NonR 9.33 0.010 0.000 SHEAR: Max V (DL+LL) = 0.05 kips iv = 0.04 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Controlling 0.1 4.7 9.3 1.00 - - 0.17 13.17 REACTIONS (kips): Left Right DL reaction 0.05 0.05 Max +totaj reaction 0.05 0.05 DEFLECTIONS: Dead load (in) at 4.67 ft = -0.002 IJD = 58172 Live load (in) at 4.67 ft = 0.000 Net Total load (in) at 4.67 ft = -0.002 L/D = 58172 Gravity Beam Design Steel v7.2 Page 9/11 RAM RAM DataBase: FIRST FLOOR 05120/02 14:58:17 MNATKI-W 0 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number= 104 SPAN INFORMATION (ft): I-End (46.67,39.00) J-End (-37.33,39.00) Beam Size (Optimum) = W8X10 Fy = 36.0 ksi Total Beam Length (ft) = 9.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 . 0.00 0.010 0.000 - NonR 9.33 0.010 0.000 SHEAR: Max V (DL+LL) = 0.05 kips fv = 0.04 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft It ft ft Fb ft Fb Controlling 0.1 4.7 9.3 1.00 - - 0.17 13.17 REACTIONS (kips): - Left Right DL reaction 0.05 0.05 Max +total reaction 0.05 0.05 DEFLECTIONS: Dead load (in) at 4.67 ft = -0.002 L/D = 58172 0 Live load (in) at 4.67 ft = 0.000 0 Net Total load (in) at 4.67 ft = -0.002 LID = 58172 $0 Gravity Beam Desi2n RAM Steel v7.2 DataBase: FIRST FLOOR Floor Type: MAIN Beam Number = 92 SPAN INFORMATION (ft): I-End (-37.33,28.00) J-End (-37.33,56.00) Beam Size (User Selected) = W21X50 Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.50 Unit weight concrete (pcf) 145.00 fc (ksi) 3.00 Decking Orientation perpendicular Decking type VERCO W3 Formlok beff(in) = 84.00 Y bar(in) Seff(in3) = 129.08 Str(in3) Ieff(1n4) = 2220.41 Itr (1n4) Stud length (in) 5.50 Stud diam (in) Stud Capacity (kips) q = 11.5 # of studs per stud segment: Full 16,4,26 Partial = 5,2,7 Actual = 5,2,7 Number of Stud Rows = 1 Percent of Full Composite Action = 27.70 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL 8.50 0.05 0.05 11.00 0.05 0.05 LINE LOADS (k/ft): Load Dist DL CDL LL Red% 1 0.00 0.050 0.050 0.000 - 28.00 0.050 0.050 0.000 2 0.00 0.420 0.233 0.233 7.9% 8.50 0.420 0.233 0.233 3 8.50 2.847 0.000 0.000 0.0% 11.00 2.847 0.000 0.000 4 11.00 0.420 0.233 0.233 7.9% 28.00 0.420 0.233 0.233 5 0.00 0.420 0.233 0.233 7.9% 28.00 0.420 0.233 0.233 SHEAR: Max V (DL+LL) = 22.14 kips fv = 2.80 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center PreCmp 56.9 14.4 - - tnitDL 48.3 14.3 - - Max+ 158.2 12.5 - Mmax/Seff Mconst/Sx+Mpost/Seff Controlling 158.2 12.5 - fe (ksi) = 0.28 Fc = 1.35 REACTIONS (kips): Left Right Initial reaction 8.14 8.33 DL reaction 16.47 14.60 Max +LL reaction 5.67 5.83 Max +totaj reaction 22.14 20.44 DEFLECTIONS: Initial load (in) at 13.86 ft = .0.239 IJD = Live load (in) at 13.86 ft = -0.087 LID = Post Comp load (in) at 13.86 ft = .0.238 L/D = Net Total load (in) at 13.86 11 = .0.477 LID = is Page 10/Il 05(20/02 14:58:17 Steel Code: ASD 9th Ed. Fy = 36.0 ksi Right 3.50 145.00 3.00 perpendicular VERCO W3 Formlok = 20.81 = 160.20 = 3333.05 = 0.75 Red% RoofLL Red% CLL Type CLL NonR 0.000 0.000 Red 0.047 0.047 Red 0.000 0.000 Red 0.047 0.047 Red 0.047 0.047 Tension Flange Compr Flange fb Fb fb Fb 7.22 24.00 7.22 24.00 14.71 24.00 - 16.35 32.40 - 14.71 24.00 - - 1409 3882 1411 705 Fy = 36.0 ksi Right 3.50 145.00 3.00 perpendicular VERCO W3 Formlok = 20.81 = 160.20 = 3333.05 = 0.75 Type CLL NonR 0.000 0.000 Red 0.093 0.093 Cb Tension Flange Compr Flange fb Fb fb Fb - 7.59 24.00 7.59 24.00 12.06 24.00 - - 13.74 32.40 - - - 12.06 24.00 - - Gravity Beam Design 1k RAM Steel v7.2 Page 11/11 DataBase: FIRST FLOOR 05/20/02 14:58:17 Steel Code: ASD 9th Ed. Floor Type: MAIN Beam Number = 87 SPAN INFORMATION (ft): 1-End (-28.00,28.00) J-End (-28.00,56.00) Beam Size (User Selected) = W21X50 Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.50 Unit weight concrete (pcf) 145.00 fc (ksi) 3.00 Decking Orientation perpendicular Decking type VERCO W3 Formlok beff(in) = 84.00 Y bar(in) Seff(in3) = 128.05 . Str(in3) Ieff(1n4) = 2183.55 Itr(in4). Stud length (in) = 5.50 Stud diam (in) Stud Capacity (kips) q = 11.5 # of studs: Full = 47 Partial = 12 Actual = 12 Number of Stud Rows = 1 Percent of Full Composite Action = 26.08 LINE LOADS (k/ft): Load Dist DL CDL LL Red% 0.00 0.050 0.050 0.000 - 28.00 0.050 0.050 0.000 2 0.00 0.840 0.467 0.467 9.4% 28.00 0.840 0.467 0.467 SHEAR: Max V (DL+LL) =1838 kips fir = 232 ksi Fv = 14.40 ksi MOMENTS: Span Cond Moment @ Lb kip-ft It ft Center PreCmp 59.8 14.0 - lnitDL 50.6 14.0 - Max+ 128.7 14.0 - MmaxiSeff Mconst/Sx+Mpost/Seff Controlling 128.7 14.0 -, fc (ksi) = 0.20 Fc = 1.35 REACI1ONS (kips): Left Right Initial reaction 8.54 8.54 DL reaction 12.46 12.46 Max +LL reaction 5.92 5.92 Max +t)tal reaction 18.38 18.38 DEFLECTIONS: 1342 3638 1932 792 Initial load (in) at 14.00 ft = -0.250 IJD = Live load (in) at 14.00 ft = -0.092 IM = Post Comp load (in) at 14.00 ft = -0.174 IJD = Net Total load (in) at 14.00 ft = -0.424 LID = PHASE TOTALS WATTS AMPS TOTAL PHASE A 239,616 901 TOTAL PHASE B 244.264 .918 TOTAL PHASE C 238,734 897 RICK'S ELECTRIC, INC. ,. TOTAL PANEL 722,615 WATTS 7 / 7560 TRADE STREET ' LCL 0 WATTS SAN DIEGO, CA 92121 DUPLEX LOAD 0 WATTS TELEPHONE #858-271-6990 1 st 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 ' REMAINDER '0 WATTS NOTES: MAAD d WAI I- ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. . 6Pm) C WATTS * fl** MEANS THAT THIS CIRCUIT IS EXISTING. ' •. , AL 906 AMPS - * Mellos Groil 2051 Palomar Road PS Opt-B.XLS - '- 0 4 I~t SUITE NAME: Melles Griot SUITE: FEED: 2" Emt With 4-3/0 Thhn Copper ADDRESS: 2051 Palomar Airport Road PANEL: 'LPlA" (EXISTING) - MAIN: M.L.O. CITY: Carlsbad, California MOUNT: Surface Mount TYPE: Panelboard . ZIP: 192008 - - - VOLTS: 277/480 Volt 3 Phase 4 Wire — — — BUSSING: 225 Amps WATTAGE L R M L BREAKER CIR CIR BREAKER L M R L WATTAGE .' * DESCRIPTION T E I C C I E T DESCRIPTION phA ph ph G C S LAMPIPOLE# ABC#POLEIAMPLSCG ph phB LP!c.. DO NOT USE oj 20 11 X— 2 120 - 0 1 Spare L 0 - 20 1 3 X— 4 1 20 2 770 VAV Box VAV Box 2 770 - X - 20 1 - 5 —X 6 1 20 - - 0 Lighting Fixtures 2432 X - X - 20 1 7 X— 8 1 20 X - x 2_240J Lighting Clean Room Lighting (31) 2 976] X - - X 20 1 9 X— 10 1 - x - 2 770 - - - VAV Box **VAV Box 2770 X 20 1 11 —X-- 12 1 20 2 770 VAV Box *VAV Box 2 770 X X 20 1 13 X— 14 1 20 x 2 770 jj VAV Box * VAV Box 2 770 X X 20 1 15 —X---- 16 1 20 X 2 770 VAV Box VAV Box 2,770 X X 20 1 17 —X— 18 1 20 x 2 770 VAV Box CleanRoomLighting(41) 3936 X - - X 20 1 19 X-20 1 20 X - x x 2112 J 2 048 Lighting * VAV Box 2 770 - X 20 1 21 X— 22 1 20 X - - Lighting **VAVBox 2,770 - x 20 1 23 —x--24 1 20 x - - x 2240 BatteryBackupLights *Exhaust Fan 1,500 X 26 1 20 0 1 500 x - 0 j 20T32X--- -- 28 _i_ 1 500 X —X 30 1 20 - - - - 1 0 PHASE TOTALS WATTS AMPS TOTAL PHASE A 17,760 67 TOTAL PHASE B 20,374 77 TOTAL PHASE C 20,360 77 - , RICKS ELECTRIC, INC. TOTAL PANEL 58,494 WATTS / 7560 TRADE STREET LCL 6,574 WATTS SAN DIEGO, CA 92121 -, DUPLEX LOAD 0 WATTS • TELEPHONE # 858-271-6990 1 St 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 REMAINDER 0 WATTS NOTES: - BALANCE Al 07o - U WATTS ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES.' * TOTAL PANEL WATTS 65,068 WATTS ****fl MEANS THAT THIS CIRCUIT IS EXISTING. -. TOTAL PANEL LOAD 82 AMPS 3 4 - - - Melios Groli 2051 Palomar Road PS Opt-B.xLS SUITE NAME: Melles Griot SUITE: - FEED: 44" Emt With 4-600 MCM THHN Copper ADDRESS: 2051 Palomar Airport Road . PANEL: "DBE-LV" (NEW) . - MAIN: 1600 Amp Main Breaker CITY: Carlsbad, California . MOUNT: Free Standing Raintite TYPE: Distribution Board -. ZIP: 92008 — — VOLTS: 208y/120 Volt 3 Phase 4Wire BUSSING: 1600 Amps WATTAGE L R M L FUSED CIR CIR FUSED L M R L WATTAGE - DESCRIPTION - T E I C SWITCH - SWITCH C I E T DESCRIPTION phA 1phB phC GCS L L!2l AMPL!22 phA I ph 13 ph *Panel DP4B and 7 908 X 200 3 1 X— 2 3 400 X 34 436 - Panel A and Al ***Panel DP4BA 11,690 X 3 --X- 4 X 37,866 - Refeed to This DBE LV 10738 X 5 - X 6 X [35 286 ***Panel DP4E and iofl X 2f3 22 35fl Panel B and Bi ***Panel DP4EA 6 838 x g _ç _ x 34 742 - - - - Refeed to This DBE LV L808 X 11 —X-- 12 X [_31 982 Rm.1012Eq #8 Feed #1 12,000 X 150 3 13 X— 14 3 200 X 17l84 ] Panel C 12000 X - 15 - x - 17334 12,000 - x 1 71x_1 8 - x - 18,270 Rri.l008 Eq. #1 9 X 125 - 3 19 -X----- 20 3 150 X 12,0001 .-.: I:rr. 1012 E:i.#8Feeci#2 9600 X 21—X 22 X [,2] 9600 X 23 —X— 24 X [2000 Rm. l0l2 Eq. #7 X 70 3 25 -X----- 26 3 200 _________ ° 1 . Spare * 7MEE :iii - x - -- 27 X— 28 0 Spare 7 800 X 29 X 30 11 0 Spare Rm. 1012 Eq #6 90001 X 90 3 31 X----- 32 0 fg000 I1iii 33 iiiI LJ 900) x 2 0 0 37 X-38 0 • .... ...... 0 I I I 41 t39X40 —X- 42 ...... 04 / 0 SUB TOTALS ====> 57 085 56 927 57 945 98 712 101,942 97,538 <=== SUB TOTALS PHASE TOTALS WATTS AMPS - - - RICKS ELECTRIC, INC. '- TOTAL PANEL 470,150. WATTS TOTAL PHASE A 155,797 1,355 , ... ' / 7560 TRADE STREET LCL 0 WATTS TOTAL PHASE B 158,869 1,381 "— SAN DIEGO, CA 92121 ' - ' DUPLEX LOAD 0 WATTS TOTAL PHASE C 155,483 1,352 TELEPHONE #858-271-6990 1 St 10,000 @100%. - 0' WATTS FACSIMILIE #858-271-6995 REMAINDER • 0 WATTS NOTES: ' - - BALANCE AT 50% 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. -. ' TOTAL PANEL WATTS 470,150 WATTS 2: "" MEANS THAT THIS CIRCUIT IS EXISTING. - - TOTAL PANEL LOAD '1,363 AMPS - 3 This Board is Fed by a 500 Kva Transformer. , 4 - - - - Mellos Groil 2051 Palomar Road PS Opt-B.XLS ., • . - * . . PHASE TOTALS WATTS AMPS TOTAL PHASE 7,574 . 66 TOTAL PHASE B 11,356 99 TOTAL PHASE C 10,404 90 RICK'S ELECTRIC, INC: . TOTAL PANEL 29,335 WATTS / 7560 TRADE STREET LCL * . - 1,000 WATTS SAN DIEGO, CA 92121 DUPLEX LOAD . 0 WATTS TELEPHONE # 858-271-6990 / - I St 10,000 @100% =. 0 WATTS - FACSIMILIE #858-271-6995 - REMAINDER - 0 WATTS NOTES: -, BALANCE AT 50% - U WA I I ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. - ' TOTAL PANEL WATTS 30,335 WATTS IN ***** MEANS THAT THIS CIRCUIT IS EXISTG. TOTAL PANEL LOAD •88 AMPS 3 - - - 4 Meltos Groit 2051 Palomar Road PS Opt-0.XLS . s1JB.rc1A,Ls ====> 1,800 2,150 2,150 2.550 3,810 3,450 <==== SijB-rOrI..S PHASE TOTALS WATTS AMPS TOTAL PHASE A 4,350 38 TOTAL PHASE B 5,960 52 TOTAL PHASE C 5,600 49 RICK'S ELECTRIC, INC. TOTAL PANEL 15,910 WATTS 7560 TRADE STREET I LCL 625 WATTS SAN DIEGO, CA 92121 I DUPLEX LOAD 0 WATTS TELEPHONE # 858-271-6990 , I St 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 I REMAINDER 0 WATTS NOTES: - - , BALANCE AT 50% 0 WATTS ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. • TOTAL PANEL WATTS 16,535 WATTS "" MEANS THAT THIS CIRCUIT IS EXISTING. . . TOTAL PANEL LOAD 48 AMPS •'- - 14. -' Mellos Grail 2051 Palomar Road PS Opt-B.XLS - SUITE NAME: Melles Griot ' SUITE: .. - . •. FEED: 2 1/2" Emt With 4-3/0 Thhn Copper ADDRESS: 2051 Palomar Airport Road PANEL: "DP4E" (Existing, Refeed) . MAIN: M.Lo: CITY: Carlsbad, California. - MOUNT: Surface (Existing) TYPE: Panelboard ZIP: 92008 - - - VOLTS: 208y/120 Volt 3 Phase 4 Wire — — — BUSSING: 225 Amps WATTAGE L R M L BREAKER CIR [CR BREAKER IL M R L WATTAGE DESCRIPTION T E I C I C I E I - DESCRIPTION ph phB phC .GCSLAMPPOLE# ABC I#POLEJ AMP IL G ph I phB I phC * Furniture Systems Spare 900 X 20 1 1 X — 2 1 20 0 J Demod 900 - - 20 - 20 L Demo d - - - - 900 20 1 5 —_o_ 0 New Furniture Systems II o I 900 XX20i 9 X 10120 — 0 - Demod 900 X X 20 1 11 X 12 1 20 0 Demod 900 X 20 1 13 X 14 1 20 0 1 Demod New Furniture Systems 900 X 20 1 15 X— 16 1 20 0 J Demod 900 X 20 1 17 -X 18 1 20 0 Demod 901 X 20 1 19 ]-X--- 20 1 20 0 Demod 900 X 20 1 21 -X- 22 1 20 0 f Demod New Furniture Systems 900 x 20 1 23 X- 24 1 20 0 Demo d 900 X 20 1 25 X — 26 1 20 0 J Demo d 900 X 20 i - 28 1 20 _-J 0 J Demod 900 x 20 1 29 ---X- 30 1 20 1 L 0 Demo d New Furniture Systems 900 ] X - - 20 1 31 X--- 32 1 20 — - 0 1 Demo d 900 X - 201 33X34i20 4 0 J Demod 900 X 20 1 35 I — X 36 1 20 L 0 Demod 900 x — - 20 1 37 ix— 38 3 jj - x — 141 Panel DP4EA .. ,253 0 — -20 1 39 X — — f *Panel DP4EA 0 20 1 41 1--X-1 42 I x 3 183 Panel DP4EA SUB-TOTALS ====> 6,300 5,400 5,400 '4:253 1,213 3,183 < S1.JB_1cY1ALS TOTAL PANEL PHASE TOTALS WATTS AMPS I RICK'S ELECTRIC, INC. . .' 8,648 WATTS TOTAL PHASE A 10,553 92 ' 7 ,/ 7560 TRADE STREET LCL . 675 WATTS TOTAL PHASE B 6,613 58 .-,, SAN DIEGO, CA 92121 DUPLEX LOAD , 17,100 WATTS TOTAL PHASE C 8,583 75 . TELEPHONE # 858-271-6990 . I st.10,000 @100% - 10,000 WATTS FACSIMILIE #858-271-6995 REMAINDER . •- - 7,100 WATTS NOTES: . . - BALANCE AT 50% . 3,550 WATTS• ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. '- - TOTAL PANEL WATTS 22,873 WATTS MEANS THAT THIS CIRCUIT IS EXISTING: , . . . -. - TOTAL PANEL LOAD . 66 AMPS 3 4 , - .. ... .. • ., -.. -- Meflos Groit 2051 Palomar Road PS Opt-B.xLS . . SUITE NAME: Melles Griot - - SUITE: - FEED: 1 1/2 Emt with 4 # 2 THHN Copper ADDRESS: 2051 Palomar Airport Road PANEL: "DP4EA" (Existing) MAIN: 100 Amp Breaker in Panel "DP4E" CITY Carlsbad California MOUNT Surface (Existing) TYPE Panelboard ZIP: 92008 VOLTS: 208y/120 Volt 3 Phase 4 Wire BUSSING: 225 Amps - WATTAGE L R M L BREAKER OR CIR BREAKER L M R L WATTAGE DESCRIPTION T E I C C I E T ' DESCRIPTION rfTT: .iiTIri . ~j .................... SUB-TOTALS ====> 3,9409002,870 RICK'S ELECTRIC, INC. 7560 TRADE STREET SAN DIEGO, CA 92121 ' - TELEPHONE # 858-271-6990 FACSIMILIE #858-271-6995 NOTES: ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. - *** MEANS THAT THIS CIRCUIT IS EXISTING. - Mellos Groit 2051 Palomar Road PS Opt-B.XLS . - 0 0 0 SUB-TOTALS TOTAL PANEL 7,710 WATTS LCL - . 938 WATTS DUPLEX LOAD - - 0 WATTS I St 10,000 @100% -' 0 WATTS REMAINDER - 0 'WATTS BALANCE AT 50% - 0 WATTS TOTAL PANEL WATTS 8,648 WATTS TOTALPANELLOAD 25 _AMPS PHASE TOTALS AMPS TOTAL PHASE A 3,940 34 TOTAL PHASE B. _WATTS 900 ' 8 TOTAL PHASE C 2,870 25 4 I 70 1 x 20 1 41 lX_-1 '42 1 I . - lxii 14.865 SUB-TOTALS ====> 4,590 5,790 • 3,360 20,253 18,315 18,615 <==== SUB-TOTALS PHASE TOTALS WATTS AMPS TOTAL PHASE A 25,143 219 TOTAL PHASE B 24,105 210 TOTAL PHASE C 21,975 191 I RICK'S ELECTRIC, INC. . TOTAL PANEL 4 71,223 WATTS 7560 TRADE STREET ' LCL 2,378 WATTS A SAN DIEGO, CA 92121 DUPLEX LOAD ' . 0 WATTS TELEPHONE #858-271-6990. . ,. I st 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 ' '. REMAINDER 0 WATTS NOTES: -..- - . , . BALANCE AT 50% 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. . .. . TOTAL PANEL WATTS 73,601 WATTS 2.."***" MEANS THAT THIS CIRCUIT IS EXISTING. . '.. . . - . - TOTAL PANEL LOAD - 213 AMPS 3 This Panel is Fed by an Existing 112.5 Kva transformer.- 4. Mellos Groit 2051 Palomar Road PS Opt-B.XLS PHASE TOTALS WATTS AMPS TOTAL PHASE A 34,436 299 TOTAL PHASE B 37,866 329 TOTAL PHASE C 35,286 307 - - RICK'S ELECTRIC, INC. . ,- TOTAL PANEL 107,588 WATTS / 7560 TRADE STREET . LCL 4,500 WATTS SAN DIEGO, CA 92121 - DUPLEX LOAD 0 WATTS -cY TELEPHONE #858-271-6990 I st 10,000 @100% - • 0 WATTS FACSIMILIE #858-271-6995 REMAINDER 0 WATTS NOTES: - . BALANCE ATSO% 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. - TOTAL PANEL WATTS 112,088 WATTS 2.- "***"MEANS THAT THIS CIRCUIT IS EXISTING. - - , - -. - - TOTAL PANEL LOAD : 325 AMPS 3 - - 4 Mellos Groil 2051 Palomar Road PS Opt-B.XLS PHASE TOTALS WATTS AMPS TOTAL PHASE A 16,752 146 TOTAL PHASE B 17,328 151 TOTAL PHASE C 16,504 144, I RICK'S ELECTRIC, INC.. TOTAL PANEL . 50,584 WATTS - I " 7560 TRADE STREET - LCL 2,000 WATTS I .-.. SAN DIEGO, CA 92121 DUPLEX LOAD . . . 0 WATTS • I TELEPHONE #858-271-6990 1 St 10,000 @100% -, O WATTS • FACSIMILIE #858-271-6995 REMAINDER • 0 WATTS NOTES: - BALANCE AT 50% 0 WATTS * ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. .. TOTAL PANEL WATTS 52,584 WATTS "s"" MEANS THAT THIS CIRCUIT IS EXISTING. . . TOTAL PANEL LOAD • 152 AMPS 3.- 4.a - p - Mellos Groit 2051 Palomar Road PS Opt.B.XLS . - - III I_I I4i!-X---l42 -I-I l'i It stJB..ic'1ALs ====> 9,960 9,060 7,260 - I . RICK'S ELECTRIC, INC. J 7560 TRADE STREET SAN DIEGO, CA 92121 - - - TELEPHONE # 858-271-6990 - FACSIMILIE #858-271-6995 NOTES: - - ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. --MEANS THAT THIS CIRCUIT IS EXISTING. - - - .- - , I•. - . , - Mellos Cr01 2051 Palomar Road PS Opt-B.XLS - - PHASE TOTALS WATTS AMPS TOTAL PHASE A 35,092 305 TOTAL PHASE B 34,742 302 TOTAL PHASE C 31,982 278 25.132 25,682 24,722 <==== SUB-TOTALS TOTAL PANEL 101,816 WATTS LCL 0 WATTS DUPLEX LOAD 0 WATTS lstlo,000@100% 0 WATTS REMAINDER , 0 WATTS BALANCE AT 50% - 0 WATTS TOTAL PANEL WATTS 101,816 WATTS TOTAL PANEL LOAD 295 AMPS - - . -• ______ ET1' SUB-TOTALS > 10,852 11,402 11,402 I 5,160 6,360 6,360 <==== SiJB-TCJrAI..S PHASE TOTALS WATTS AMPS TOTAL PHASE A 16,012 139 TOTAL PHASE B 17,762 154 TOTAL PHASE C 17,762 154 RICK'S ELECTRIC, INC. ... TOTAL PANEL 51,536 WATTS 7560 TRADE STREET , LCL - 0 WATTS SAN DIEGO, CA 92121 " DUPLEX LOAD '• 0 WATTS TELEPHONE #858-271-6990 • I st 10,000 @100%' 0 WATTS FACSIMILIE #858-271-6995 I - REMAINDER ' 0 WATTS NOTES: - . BALANCE AT 50% - ,. 0 WATTS ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. TOTAL PANEL WATTS • '51,536, WATTS "***" MEANS THAT THIS CIRCUIT IS EXISTING. . - . TOTAL PANEL LOAD 149 AMPS - .• ... -'p • -. -- -. - - -. ••• - -- - - - - Mellos Groit 2051 Palomar Road PS Opt-B.XLS - I. PHASE TOTALS WATTS AMPS TOTAL PHASE A 18,018 68 TOTAL PHASE B 16,802 63 TOTAL PHASE C 15,674 59 RICK'S ELECTRIC, INC. I TOTAL PANEL 50,493 WATTS 7560 TRADE STREET I LCL - 5,310 WATTS SAN DIEGO, CA 92121 I - DUPLEX LOAD 0 WATTS TELEPHONE # 858-271-6990 I I st 10,000 @100% . 0 WATTS - FACSIMILIE #858-271-6995 I REMAINDER ' 0 WATTS NOTES: . . BALANCE AT 50% - 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. . : TOTAL PANEL WATTS 55,803 WATTS MEANS THAT THIS CIRCUIT IS EXISTING. . . -. '- I TOTALPANELLOAD 70 AMPS 3 t 4 Mellos Groit 2051 Palomar Road PS Opt-B.XLS - F -Y PHASE TOTALS WATTS AMPS TOTAL PHASE A 15,528 135 TOTAL PHASE B 14,340 - 125' TOTAL PHASE C 14,640 127' RICK'S ELECTRIC, INC. - TOTAL PANEL • 20,568 WATTS 7 / 7560 TRADE STREET . LCL - 675 WATTS SAN DIEGO, CA 92121 , DUPLEX LOAD • . 23,940 WATTS TELEPHONE# 858-271-6990 ' I St 10,000 @100%' 10,000 WATTS FACSIMILIE #858-271-6995 - REMAINDER 13,940 WATTS NOTES: - - ' - : - BALANCE AT 50% 6,970 -WATTS ALL 2 AND 3 POLE BREAKERS-ARE TO HAVE GANGED OPERATING HANDLES.' :, , , , • TOTAL PANEL WATTS 38,213 WATTS **0 MEANS THAT THIS CIRCUIT IS EXISTING. .:'.. . ." ' -. - TOTAL PANEL LOAD 111 AMPS -• 3 This panel is Fed by a 75 Kva Transformer ".2 4 - - - - Mellos Groil 2051 PsIomr Road PS Oot-B.XLS SUITE NAME: Melles Griot SUITE: . . FEED: 1 1/4' Emt with 4 # 2 Thhn Cu.+1#6 I.G. grd. - ADDRESS 2051 Palomar Airport Road PANEL: "PAB" (Existing) , MAIN 100 Amp Breaker in PA CITY: Carlsbad, California MOUNT: Surface (Existing)- ;. TYPE: Panelboard ZIP: 92008 VOLTS: 208yfl20 Volt 3 Phase 4wire — BUSSING: 125 Amps WATTAGE L R M L BREAKER CIR CIR BREAKER L M R L WATTAGE DESCRIPTION _____ C I E T - DESCRIPTION - phA phB phC G .2 .AMP POLE # ABC# POLEIAMP L S C G ph ph ph - New Outlets (4) 720 X I..2o1iX2 - o New Outlets (4) [720 20 1 3—.)(.--4 - 0 - - - New Outlets (4) 720 L _2.9_ L _--±.. - New Outlets (4) 720 X 20 7 )( — — 0 Outlets (6) 1,08 0 x - 20 1 9 —X--- io — — — — 0 —Outlets (6) 1080 x 11—X12 0 Coffee Area 1,248 X X 20 1 13 X— 14 0 Coffee Area 1,248 )( X 20 1 15 —X— 16 — — oJ ***Coffee Area [1248 X 20117—X18 0 Coffee Area 1,2481 X 20 1 19 X— 20 0 0 1 — 22 iIL 0 23—X 24 0 0 1 X 0 .. ......... - 0 1 27—X-- 28 0 Lo RICK'S ELECTRIC, INC. " TOTAL PANEL . - 10,032 WATTS 7560 TRADE STREET LCL - . - 936 WATTS 'SAN DIEGO, CA 92121 - - DUPLEX LOAD - . '- 0 WATTS TELEPHONE #858-271-6990 .; I St 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 - - ". REMAINDER 0 WATTS NOTES:- --- .. . .. .. BALANCE AT 50% * 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. - . , . - . TOTAL PANEL WATTS 10,968 WATTS 2 MEANS THAT THIS CIRCUIT IS EXISTING. ' -. TT. ' - - - . .. . •. TOTAL PANEL LOAD . 32 AMPS 4 - MellosGroit 2051 Palomar Road PS Opi-B.XLS. PHASE TOTALS WATTS AMPS TOTAL PHASE A 3,936 34 TOTAL PHASE B 3,048 27 TOTAL PHASE C 3,048 27 -. - .-.-, 1•. SUITE NAME: Melles Griot . SUITE: . FEED: 2' Emt With 4-3/0 thhn Copper + 1# 2 Grd ADDRESS: 2051 Palomar Airport Road PANEL: Panel "C , MAIN: M.L.O. CITY: Carlsbad, California , MOUNT: Surface (New) - ' TYPE: Panelboard ZIP: 92008 VOLTS: 208y/120 Volt 3 Phase 4 Wire BUSSING: 225 Amps WATTAGE J L I R I MI L7 REAKER CIR ClR BREAKER I L M R L WATTAGE DESCRIPTION T E I C ____ _____ I E T DESCRIPTION PHASE TOTALS WATTS AMPS TOTAL PHASE A 16,734 146 TOTAL PHASE B 16,884 147 TOTAL PHASE C 17,820 155 RICK'S ELECTRIC, INC. - TOTAL PANEL 51,439 WATTS 'N.. 7560 TRADE STREET LCL 1,350 WATTS SAN DIEGO, CA 92121 DUPLEX LOAD . 0 WATTS " - TELEPHONE # 858-271-6990 - I st 10,000 @100% - - ,. 0 WATTS FACSIMILIE # 858-271-6995 - REMAINDER t 0 WATTS NOTES: - - - ' BALANCE AT 50% 0 WATTS • 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. - TOTAL PANEL WATTS 52,789 WATTS 2.*OMEANS THAT THIS CIRCUIT ISEXISTING. . ' - .. TOTALPANELLOAD 1 153 AMPS - 3 r ' , •. - 4 - . . Mellos Groit 2051 Palomar Road PS Opl.B.XLS - . - V •..V •V V PHASE TOTALS WATTS AMPS TOTAL PHASE A 36,453 137 TOTAL PHASE B 36,453 -137 TOTAL PHASE C 36,453 137 H I RICK'S ELECTRIC, INC. TOTAL PANEL V 109,360 WATTS I 7560 TRADE STREET / I V LCL V V 4,438 WATTS SAN DIEGO, CA 92121 I DUPLEX LOAD 0 WATTS TELEPHONE # 858-271-6990 V .1 st 10,000 @100% 0 WATTS FACSIMILIE #858-271-6995 -1 V REMAINDER 0 V WATTS NOTES: V -. , BALANCE AT 50% V - 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. V V TOTAL PANEL WATTS 113,797 WATTS MEANS THAT THIS CIRCUIT IS EXISTING. - , V - .. TOTAL PANEL LOAD 143 AMPS 32 .4 Mollos Groit 2051 Palomar Road PS Opt-B.XLS - - V Metlos Groit 2051, Palomar Road PS Opt-B.XLS. 4 & .. ..--. -. -- - ' 'I •- - * PHASE TOTALS WATTS AMPS TOTAL PHASE A 7,330 64 TOTAL PHASE B 6.250 ' 54 TOTAL PHASE C 6,080 53 • . 1. •. - RICK'S ELECTRIC, INC. - TOTAL PANEL 19,660 WATTS - J 7560 TRADE STREET LCL 938 WATTS SAN DIEGO, CA 92121 DUPLEX LOAD 0 WATTS TELEPHONE # 858-271-6990 1 st 10,000 @100% 0 WATTS - FACSIMILIE #858-271-6995 REMAINDER .' 0 WATTS NOTES - BALANCE AT 50% 0 WATTS 1. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES.. - - • TOTAL PANEL WATTS 20.598 WATTS 2 MEANS THAT THIS CIRCUIT IS EXISTING .. - TOTAL PANEL LOAD 60 AMPS 3 - 1 4. -$ - - Mellos Groit 2051 Palomar Road PS Opt B XLS PHASE TOTALS WATTS AMPS :T.OEPLR.iASEA 47,108 177 T. TTA 41,842 157 41,764 157 L 1 RICK'S ELECTRIC, INC. ' 7560 TRADE STREET TOTAL PANEL LCL 130,713 8,745 WATTS WATTS • SAN DIEGO, CA 92121 - - TELEPHONE # 858-271-6990 DUPLEX LOAD 1 st 10,000 @100% - 0 0 WATTS WATTS FACSIMILIE #858-271-6995 - REMAINDER - 0 WATTS -, li'JOTES: - -. . .. • • - • .- BALANCE AT 50% - 0 WATTS Ii. ALL 2 AND 3 POLE BREAKERS ARE TO HAVE GANGED OPERATING HANDLES. TOTAL PANEL WATTS 139,458, WATTS MEANS THAT THIS CIRCUIT IS EXISTING. '- - ' '. -. ' TOTAL PANEL LOAD . 175 AMPS -. - -• • -. - .:. - - • - - •. T ' - - .' . 4. - • - . - . • ' . - Mellos Cr011 2051 Palomar Road PS Opt-B.XLS