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HomeMy WebLinkAbout1896 RUTHERFORD RD; ; CB983078; PermitB U I L D I N G P E· R M I T Permit No: CB983'078 Project No: A9804000 Development No": 10/21/9813:47 Page-· 1 of 1 Job-Address: 1896 RUTHERFORD RD Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel'No: 212-120-30-00 Suite: Lot#: Valuation: 1771 380 Oc;:aupancy Group: Referen<;==~#: Description: CTI 6335 SF : 2ND FLOOR M-EZANINE FLOOR ONLY 619 2509 10/21/98 0001 01 t-PRMT _Construction Type: Status: Applied: Apr/Issue: Entered By: 677-9860 02 6499u{)O NEW ISSUED 09/1~/9-8 10/21/98 JM -F1NALAPF· ~ovrL~ '. 114 \11'~DATE~-\'·J.·'i1 kl.~E_A ..... R_AN_C_E_:,:,:,:.:.:.:::. ---------======J '· CITY OF CARLSBAD . 2075 Las ·Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I ! ( v'iq.(l;y PERMff APPUCATION -CITY OF CARL~BAD BUILDING DEPARTMENT 2075 Las Pal mas Dr., Carlsbad CA 92009 .{'760) 438-1161 ·(Sec. 7031.-5 Business 11nd Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish .or repa'ir any structursi, priqr tQ 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 t_herefrom, and the· basis for the alleged. exemption. Any violati n of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalw_ of no;_more than fiye h(1ndred dol~.U-500]). -· "3J3 U'i rt -~ · ·# 710 ".2 · -'/Fµ Address · City · .State ip Telephone# License Class-----~----City Business License # \ \. J )--' t..( q ·,State License # _________ ___ · Designer Name Address · City State/Zip Telephone State License # f~;,;, .. YLQB=l!"'E""ij""~::;,!:;;:C.:;;Q.:;;ft1:;;:f£;::;:;. NJ:;:m{i:;;; __ :;;:_J;;;::;J!O;:;;N;:::::;::::·;:::;::;.;;:,::: __ ::......,-•• ---.;-·-· ~_-,--,-.-. ,· ',,.;;,_, ___ .;;;__._::::::-_::;.::;::_:.":;.~::::::::;::";~;:L,·-·.,;J ~-:_::_··-:-:::::::::z:· 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 • . O 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 [$100) OR·l:ESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, 1·shall not employ·any person in <1ny manner so as to becom!'l subject to the Workers' Compensation Laws of California. · · · · · WARNING: Failure to secure workers' compensation coverage is u.nlawful, 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 es provided for in Section-3706 of the Labor code, interest and attorney's fees. SIGNATURE. _______________________ -'-------DATE _________ _ it~2"'~w(f\Yi~i11Pff~lfQ~MTI~rt:1 : ,~:~-, ,ll:·,::::~\~~::~y::::~::_~ ,M>:_~:=y:~=~ ,y~' v'?''I:Hr: ~-~-: ~~:~':~~~: !~~-~-=~, :: ~=-:::=:z:::~L::~z:::[i\~:N~-~~.:; .~:~:~AN:_A~ .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, wm do the _yv-ork and the structure is not intended or offe.red 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 1 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 !In owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed ·purs.u_ant to the Contractor's License Law). · · .Q 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. Cl YES ONO 2. I (have / have not) signed an appli_cation for a building permit for the proposed work. 3. I have contracted_with the following person (firm) to provide the. proposed construction (include-name /-address /-phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone· number/ contractors license number): · 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number·/ type of workl=---------------~----------------------,------------------- PROPERTY OWNER SIGNATURE ___________________ -,-____ DATE ____ ---''----- f¢~U.£.1~!:tfS,;_S.§P;'llO.iIQ)tl{Q~N,~~'i!'"i'E1JfA4:(~ruftij_GJl~RMO:$'.i,gl'J(;Y':·:;·2;;:,t,!:;;E:~:~f~::·2z:~·~:'.[;'::J·:r~~;;:J:,i1i},~:;;:r·:J:"~Z~;·:~{::]:Z:,';7,C:~;_Ei Is the 11pplicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program undef Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account·Act?· D YES O NO Is the applicant or future building occupant req1Jired to obtain a permit from the air pollution control district or air qu<jlity management district? O YES O NO Is the facility·to be constructed within 1,000 feet of the outer boundary·of a scbool site? . 0 YES· D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS iHE APP!:ICANT HAS MET CIR JS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . f§;:2J~QA'fllB..Y¢liONit.lto1ruti91N~5~ y:} --: ~~-~ ~ ---~-:;,,~-::::~:=Nr~~:;~~=~~sJ:~-_;::£ __ ; i:.:~ ~~;~~N --- 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_--'----------------------~~:.imuc~,,~~J!ue•~r1Qf11:__ __,:._:~~-~~ :~~. ~-2;~:'::,,::_.--~--: ,:,:;~:~~-~~~ ~~:~-::~;~~J:,~~:t ~:-~~I~¾1I:;;;r2s~~11JZ~~¼;2::1-t:2iL::~~-~ ;~ · I certify that I have read the applicatfon and state that the above.information is correct and thai: the information on the plaris,is accurate. I ag~ee·to comply With all City ordinances and State laws relating to building construction. -1 hereby authorize representatives of the Citt of Carlsbad to· enter upon the a_bove 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 C'ONSEQIJENCE OF THE GRANTING OF THIS PERMIT. ' . OSHA: An OSHA permit is required for excavations over 5'0" deep !lnd 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 b~come null and void if the building or work authorized by such permit is not co ·need within 365 days from the date of-such permit or if the building or work aut orized by such permit is suspended or abandoned at any time after the m·enced·fn..,.-nil!n.lll of 180 days (Section 106.4.4 Uniform Building Code). DATE --'+-11-f--~--'--"-I-~+----- PINK: Finance -, S E W E R P E R M I T Permit No: SE980209 10/21/98, 13: 4,8 Page· ,1 of 1 Job Address: 1896 RUTHERFORD RD Permit Type: SEWER -OFFICE/WAREHOUSE : Suite·: 25098 t67~1ma<fo~f i:i. 02 Parcel No: 212-120-30-00 · bescrlption: CTI 6335 ~F : 2ND FLOOR MEZANINE FLOOR ONLY Perm:1.tee: TRACY SEAN 619 677-9860 8810 PELICO PLACE SAN DIEGO CA 92131 CITY .OF CARLSBAD . 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 C-PRMT 6578u00 Status: ISSUED Applied: 10/15/98 Apr/Is~ue: 10/21/98 _Expired: Prepared By: JJ PERMIT# CB9·83078 DESCRIPTION: CTI 6335 SF CITY OF CARLSBAD INSPECTION REQUEST FOR 12/2·4/98 2ND FLOOR MEZANINE FLOOR ONLY TYPE: CTI STE: INSPECTOR AREA TP PLANCK# CB983078 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 1896 RUTHERFORD RD APPLICANT: TRACY SEAN PHONE: 619 677-9860 CONTRACTOR: OWNER: REMARKS.: C/BOB/619/719-7841 SPECIAL INSTRUCT: P~ONE: p PHONE: INSPECTOR--~--------" TOTAL TJ:ME: --RELATED PERMITS--PERMITf TYPE STATUS GR960014 GRADING ISSUED WM960002 WMETER ISSUED WM960003 WMETER l;SSUED FS9600'18 FIXSYS :i:.SSUED AS960072 ASC ISSUED AS970003 ASC ISSUED FA970002 FALARM ISSUED C0970029 COFO ISSUED RW960233 ROW ISSUED AS98()064 ASTI ISSUED SE980209 swow ISSUED AS980191 ASC ISSUED FA980034 FALARM ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ~ Final Hechanical ------------------------------------------------------------------------------- t ***** INSPECTION HISTORY***** DATE 120198 lli098 110498 11049.8 110398 103098 1,03098 103·098 DESCRIPTION Rough Combo Interier Lath/Drywall Frame/Steel/Belting/Welding Rough Electric Rough/Topout Rough/Tepout Frame/Steel/Bolting/Welding Rough Electric ACT INSP AP PS AP PD AP TP AP TP AP TP NR TP NR TP NR TP COMMENTS T-BAR CEILING MEZZ FLR RI K L E I N f E L D E R 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619) 541-1145 Daily Field Report The following was noted: Received & Acknowledged by: Representing: L-29 Page __ of __ Date: -'-~-f-,~...:::.:_;:_F;:..L.EL__,_J2_~_. -------- :F~OM: R2H ENGINEERING PHON~ NO. : 16196738418 Oct. 06 1998 01:36PM P1 Carlabad 98307'8 September 24, 1998 ' ' Fax,. SPECIAL INSP!¢Tt0NpPlt0'3ltAM ·-&ti r :C$ IS ~A,-UVi""'<'c-<r~ .... ADDRESS OR LEGAL Dl!SCRIPTlON; ,:l:Z2"?. 1-A1'tlfP4't /11+6. ~~ CJ,;'} PLAN CHECK NUMBER: · .. ____ OWNER'S NAME: 1)11/4%84:?) P/a,C:~4:Zr . I I, as tne owner, or ag•nt of the owner (contractcirs may f!2! employ the specia.1 Inspector}, certffy that 1. or the arehltectlengl,:,eer of Nt00rd, wm be responsible for employlng the special inSS?9ctor(s) as required by Uniform 8uHdln9 Code (USC} Se~lon 1701.1 for the constructf6n proiect located at the srte liated above. USC Section 106.3.5. Signed _________________ _ I, as the engineer/archftect orreccrd._jl(IIIIIJ••have prepared the following special inspection progra reqvf'""'..__..._, Section 106.3.5 for the construction project located at th• iite listed a 1. List of wcrk requiring ~eciar inapoctlom 2. Narne(s} of Individual($) or flrrri(s) reaponaible for th• spa~lal inspections Uste<:I above: · A. (JoNs-zguopoN r~d ., cZ\f~I/V~N'n B. ____________ ...._ ______________ _ C. __. _________________ ....,.... ________ ~--- 3. Outle5 of the special f"spactors for th• work llsted abovo: C. 41/\[ tt;,,-1, ::: ::::: S:ieclal lnspeetctt ahell eMeck 11'1 with the City and praeent tnt:r c!"l!d111'11~l11 fQf' a00r~ ~ t:lel;innin§ w0rk ~1'1 tl'le Job ::,ite, , SiP ~7 DATE: October 16, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3078 EsGil Corporation 'l.n Partnersnip Witn (jovemment for 'Buifaing Safety SET: II PROJECT ADDRESS: 1896 Retherford Road PROJECT NAME: ISIS PHARMACEUTICALS 2nd floor office TI ~ ANT URIS. D PL REVIEWER D FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · . [8J The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list . and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the·check"list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: 1:8] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D l=sgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Mail Telephone Fax I Person Date contacted: ;o/;,6 ~YA ) . Fax #: [8J REMARKS: Applican~~ provide a "Special Inspection Program" for FIELD WELDING to the Building Official. q;· By: Sergio Azuela. Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/6 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 V .. -~ -,. Es·Gil ·Corporation 1n Partnersnip witn (jovernment for'lJuilaing Safety DATE: September 24, 1998 JURISDICTION: Carlsbad PLAN CHECK NO,: 983078 PROJECT ADDRESS: 1896 Retherford Road SET:I PROJECT NAME; ISIS PHARMACEUTICALS 2nd floor office TI ~~ANT ~ Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corrected where necessary and substantially comply w\th the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are .resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and ~hould be corrected and resubmitted for a complete recheck. r:8:J The check list transmitted herewith is fo.ryour information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D . The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy. of the check ·list has been sent to: Pacific Cornerstone Architects, Inc. Attn. Sean Tracy 8810 Rehco Road, Suite F, San Diego, CA 92121 r:8:J Esgil Corporation staff d_id not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Esgil Corporation D GA l8J MB D EJ tJ PC Enclosures: . 9/15 · · trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 983078 September 24, 1998 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS . PLAN CHECK NO:: 983078 ' -' ' . · OCCUPANCY: B, TI TYPE OF CONSTRUCTION: VN· ALLOWABLE FLOOR AREA: 64.,000 SF SPRINKLERS?:. YES REMARKS: DATE PLANS RECEIVED BY .. JURISDICTION: 9/14/98 . DATE INITIAL PLAN REVIEW COMPLETED: September 24, 1998 FOREWORD {PLEASE READ): JURISDICTION: Carlsbad USE: Office TI ACTUAL AREA: 6,335 SF (TI only) STORIES: 2 HEIGHT: . OCCUPANT LOAD: 84 (TI only) PATE PLANS RECEIVED BY . 'ESGIL CORPORATION: 9/15 PLAN REVIEWER: Sergio Azuela This plan revie"Y is limited to the technical requirements contained ·in the Uniform Building Code, Uniform Plumping Code, Uniform Mechanical Code, National Electrical Code and state laws · regulating energy conservation, noise attenuation and access for the disabled. lhis 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 is.suance of a building permit. · Code sections cited are based on the 1994 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, t994 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 iist when_you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECfFIC ENERGY DATAOR POLICY SUPPLEMENTS (1994UBC) tiforw.dot ,~,- Carlsbad 983078 September 24; 1998 f. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residentiai projects). For expeditious processing, corrected sets can be submitted in one of two ways: · _ 1. Deliver all corrected sets of plans, and.calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will. route the plans to EsGil Corporation and the Carlsbad Planning, Engineering a,nd Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA '92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building b~partment for routing to their Planning, Engineering and Fire Depa·rtments. NOTE:. Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning; Engineering and Fire Departments until review by EsGil Corporation is complete. 2. · UBC Section 107.2 requires th.e Building Official to determi'ne the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systen:is and arty other permanent equipment. Please provide a · signed copy of the designer's or contractor's co'nstruction cost estimate of all work proposed. 3. On the first sheet of the plans indicate: • The floor area of the remodeled area, • · Typo of oonstruotion. of tho mdsting building, • Present and proposed oooupanoy olassifioations of the remodel area, • Tho floor 'Nhore the tenant-impro,.iement is looated, • The occupant load of tho remodel area(s)~ 4. Glazing in the following locations shoulcf be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Clearly show it on plans for the e~isting gla~s ·panels adjacent to door 1 g, in the office room 201. 5. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. .! Carlsbad 98307$ September 24, 1998 6. The width of the required level area on the side into which doors swing shall extend 24 inohes past the.strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section. 2-3304, Title 24. Please clearly show it on plans at door_5 in Project Room 217. 7. When two exits are required, dead end.corridors and exit balconies are limited to 20 feet. -Section 1005 .. 5. Clear_ly show it on plans at dead end corridors between open office 225 and offices 233,234 and 235; as well as between open office 225 and offices 230 and 231. 8. Corridors serving 30 or.more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a) Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b) Exterior sides of exterior exit-balconies. c) Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less ·when the entire story in which 'the space is loc~ted 'is equipped with an automatic sprinkler system throughout and an automatic smoke-detection system is installed within the corridor. The actuation of any detector shall activate alarms audible in all areas -served by the corridor. d) Within offic~ spaces.,occupied by a single tenant, partial height .partitions which form corridors ar.id which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 601.5 and are not more than three 'fourths of the floor-to-ceiling height. Sectior.i 1005. 7. e) Corridor walls and·ceilings need not be of fire-resistive construction within office spaces having an occupant loaq of 100 or less when the building in which the space is located is equipped with an automatic sprinkler system throughout. Section 1005.7. 9. -If non-rated corridors are used per Section 1005. 7, Exe. 8, provide a reference to the corridors on the floor plan, noting that the corridors are non-rated per Exe. 8. 10. If non-rated corridors are used per Section 1005. 7, Exe. 5, provide a reference to the corridors on the floor plan, noting: a) Corridors are non-rated per the applicable exception. b) Smoke detectors shall be maximum 30' on center. c) Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be ?.ccessible only to authorized personnel and shall be clearly marked FfRE ALARM CIRCUIT CONTROL, with a lock-on device. 11. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor--· ceilings and roof-ceilings_ shall be protected as required in UBC Sections 709 and 710.~' "Cadsbad 983078 September 24, 1998 • · MISCELLANEOUS 12. Please clearly show on plans if the Stairways # 1 & 2 are existing, to be included with the scope of this permit application or to be a deferred submittal. . 13. Special inspection program shall be provided to the Building Official for Field Welding. · 14. See attached lists for: electrical corrections. To speed up the review process, note on· this list (or a copy) where each correction item has been addressed., i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have beeh 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 CJ No CJ The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92t23; telephone number of 619/560-1468, to perform the plan-review for your project. If you have any questions regarding these plan review items, please contact se.-gio. Azuela at Esgil Corporation. Thank you. • ELECTRICAL PLAN REVIEW • 1993 NEC • PLAN REVIEWER: MORTEZA BEHESHTI 15. Show the " nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26(c). 16. Indicate the mounting height of item 35 on sheet E-2.1. 17. · Correct note 5 sheet ~-6.1 to specify zone 4. Note: If you have any questions regarding this ·electrical plan review list please contact the plan reviewer listed above at (619) 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 983078 Septe.mber 24, 1998 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED' ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 ~dition of California Building Code, Title 24. Per Section 101.11.11,·i all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities .as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, ·which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations ot facilities. · (3) Any curb or sidewalk intended ·for public use that is constructed with private funds. (4) . All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODl:LS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions ate made to an existing building, that building, or portion -of the building affected is· required to comply with all of the requirements for new buildings, p·er Section 11348.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: · · a) A primary entrance to the building· and the primary path of travel to the area in question, and include the following items which serve the area in question:· i) Sanitary facilities. • DOORS 2. Revise plans to· show that the minimum strike edge distances are provided at the level .area on the side to which a door (or a gate) swings, per Section 1004.9.2.3a: a)· ;?::18" at interior conditions. Door 5 at Project Room 217. • STAIRWAYS AND HANDRAILS . 3. Revise plans to show that handrails are provided on each side of the stairs, per Section 1006.9.1. ' . Carlsbad 983078 September 24, 1998 . 4. Provide sections, details or notes to show that handrails are to be located ~3411 but 38" above nosing of treads, per Section 1006.9.2.1 a. 5. Show that handrails extend a ;?:12" beyond top nosing, and ~12"-plus-tread-width b~yond the bottom nosing, per Section 1006_.9.2.2a .. 6. · Per Section 1006.9.2.6a, please provide details, sections or notes to show that handgrip portions of handrails are: a) ~1 ¼" and 1 ½11 in cross sectional dimension. b )' The shape may provide an equivalent gripping surface. c) The handgrip portion shall haye a smooth surface, without.any sharp corners. 7. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section -1006.16.1, .as follow$: a) At least 2" wide. b) Placed parallel to and not more than 111 from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 8. Show _that handrail which project from a wall shall have a space of 1 ½11 between the wall and the rail'. Handrails may be located in -a recess ( 3" deep) extending ~18" above the top of the rail, per Section 1006.9.2.5a. END OF DOCUMENT ... '•J t .~ - Carlsbad 983078 September 24, 1998 VALUATION ANO PLAN ·cHECK FEE JURlSDICTION: ·carlsbad PLAN CHECK NO.: 983078 PREPARED BY: Sergio Azuela DATE: September 24, 1998 BUILDING ADDRESS: 1896 Retherford Ro~cl ISIS FARMACEUTICAL 2nd floor TI BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN .. BUILDING PORTION BUiLDING AREA VALUATl'ON VALUE . (ft.2) MULTIPLIER ($) Offi'ceTI 6,335 28.00 177,380.00 .. . . . Air Conditioni.ng Fire Sprinklers .. ,. ·TOTAL.VALUE 177,380.00 [gl 1991 UBC Building Permit Fee . 0 Bldg. Permit Fee by ordinance: $ 894.08 [gl 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 581.15 Type of Review: 1:8'.1 Complete Review · ·D Structural Only D Hourly D Repf3titive Fee Applicable o· Other: E:sgil Plan Review ·Fee: $ 464.92 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENOINEERINC APPROVALS PERMIT NUMBER CB Ci63o7 6 · DATE /0/Jsift'J , I ADDRESS -{B96 (t~ 6\J RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR < < $10,000.0Q) OTHER - P-LAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC ------------,----------- PLANNER DATE ------- oocs/MlsforinSJPlannlng Engineerlrig Approvals ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D · · Estimate based on unconfirmed information from applicant. ~ Caiculation based on building plancheck plan submittal. Address: /@%,~~·Pd, I . -Bldg. Permit No. C!3't&3o7f3 Prepared by: ::J::S:: Date: tr(i.sj9~ Checked by: ____ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. ~~ Types of Use: ~ -Sq. Ft./Un'its:______ EDU's: c3{. cS)S Types of Use: (SR.i ~~ Jq~~ ~) EDU's: ADT CALCULATIONS: List types and square footages for all uses. \....LP\1'€~ -Pri -Types of Use:_))~ Sq. Ft./Units: _________ ADT's: f:S Types of Use: _______ Sq. Ft./Units: _ _ ., (_~ ~ ~~ -~c~) ADT's: ------ FEES REQUIRED: WITHIN CFO: ~ (no bridge & thoroughfare fee in District #1, reduced -Traffic Impact Fe~) ONO ~1. PARK-IN-LIEU FEE PARK AREA & #: .. _____ _ FEE/UNIT:. ___ "--_ ~RAFFIC IMPACT FEE X NO. UNITS:__._ __ ADT's/UNITS: CJ 5 _ ~ 3. BRIDGE AND T~OROUGHFARE FEE ADT's/UNITS:--,._..,.... ____ _ ~4. FACILITIES MANAGEMENT FEE / UNIT/SQ.FT.: uY 5. SEWER FEE X FEE/ADT: ~i:R (DIST. #1 __ DIST. #2 X FEE/ADT: ___ _ ZONE: __ -- =$ /J..09'0 DIST. #3 ) =$ 7 / X FEE/SQ.FT./UNIT: ___ _ =$--.,,:.6::;___ I PERMIT No . .se-2 ©Mefl EDU's: £~JS X FEE/EDU: /85Lj BENEFIT AREA: F er,iRAINAGE BASIN: SB =$ L./l7/ EDU's: c9.. !JS: X FEE/EDU: to)p =$ r1 'lo 7 =$ P5 ~ $! 6. SEWER LATERAL ($2,500) J 7. DRAINAGE FEES PLDA'---__ _. HIGH ___ /LOW __ _ ACRES:______ X FEE/AC: = $ __ ;,-~rer:...,__ __ TOTAL OF ABOVE FEES*: $ _ _,.,_fsL..l~"""0~f?"'---_ *NOTE: Ttlis calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMSIFEE CALCULATION WORKSHEET REV 7/13/98 ~ <W/tooc (b83s)--.. \.517 ~~ 63.35/stnro :::. J, bl-7 ~ ~bm) ( 6335) ::: 3~ (1) 0J .!:? cS rti ra Cl Cl Cl PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB ?B-'307 9 Planner ~ l).y,vcL,, APN: 2-1 Z-LZ0-62... Address I 8 P6 /u,71ttA..foJ..D Phone (619) 438-1161, extension 4328 Type of Project and Use: ..1.l~(µ~1):a(li::..:.S~T~.1..Q;;l=C::~./---------------- Zone: C-M Facilities Management Zone: --~:;___ __________ _ CFD (inl6uiD# Circl~ flt property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building · Department.) ~ ~ ~ Legend .c ,:; ,:; u u u £ ~ ~ ~ Item Complete (D Item Incomplete -Needs your action ~ D D Environmental Review Required: YES __ NO _/2(_ TYPE ___ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval [El D D 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 IRJ D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO A.- CA Coastal Commission Authority? YES__ NO __ If California Coastal Commission Authority: . Contact them at -3111 Camino Del Rio North, Suite 200, .San Diego CA 92108-1725; (619) 521-8036 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: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Requiredl' (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. @ D D lnclusionary Housing Fee required: YES __ NO _J_ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Date Entry Completed? YES NO Site Plan: . [X} D O 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. IX! D O 2. Provide legal description of property and assessor's parcel number. Zoning: [] D D 1 . Setbacks: €Jll'~,.,J Front: Required L. Int. Side: Required 7 tJ.>6 Street Side: Required t Rear: Required -r- ro D D 2. Accessory Structure Setbacks: Front: Required --............ ...-.--Int. Side: Required ---1-'o'-+-rr--- S tree t Side: Required ----4-..p,/.-- R ear: Required ---'----- [El D D 3. Lot Coverage: Required &/c..- ~ D D 4. Height: Required N'/c-- ~DD .~ 1.rv °tt 17, -._tiJ>(U-'t> Spaces Required /; JOO 5. Parking: Guest Spaces Required ------ Shown I Shown 7 Shown 7 Shown I Shown ------ Shown ------ n.--o Shown /:Jc:;o Shown ------.(9)10 Additional Comments zl(tlq) 12.qpi=-'i c@(:J§!JS "{O '8.sT" J>fe;IJ 1/J elf) ti S '>Jr06\JA/ OrJ /6pcJF /Jul(/. -S:c(U:kJJ /lkl~lt/fllt% ~p o~'(Jt.-D{;. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE (Q-6-f¢;3 C-ity of . c·arlsbad . . 98319 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Bµilding Plan Check (d. _ /I ~ · Date of Report: Thursday, September 24, 1998 Reviewed by: __ ~------- Contact Name Sean Tracy_ Address 8810 Rehco Rd Ste F. City, State San.Diego CA 92121 Bldg. Dept. No. c 8983()78 Planning No. Job Name ISIS Pharmaceuticals Job Address 1896 Rutherford 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 modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable cod~s and standards. Submit corrected plans and/or specifications to this office for review. For Fite Department Use Only Review 1st ,__ __ 2nd,,___ __ 3rd __ _ 4',- CFD Job# 98319 File# ___ _ Other Agency ID 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 -·-----~- TENANT IMPROVElVIENTS CARLSBAD RESEARCH CENTER LOT 46 FOR ISIS PHARMACEUTICALS SUBJECT: SHEET NO: TRUSS LOADING CHECK •••••..•• .' •.• · ••••••.• SCREEN LOADING • . • • • • • •. • . • • • • • • • • • • . • • . . 1 . COLUMN .SECTION •••••.••.......• · •••..... ·. 3 CONNECTION TO ROOF • • • • • • • . . • • • • • • • • • • • • 7 SCREEN WALL HORIZONTAL SUPPORTS_ • • • • • • . 9 . DIAGONAL BRACE SECTION • ~ ~ •••••••••••• · •• 12 SECOND FLOOR FILE ROOM ANALYSIS ••.••.•.. 15 EXISTING ROOF STRUCTURE ANALYSIS .•.••••.• 19 ROOF TOP MECHANICAL UNIT ANALYSIS •••••. 70 STRUCTURAL CALC·ULATIONS Rj:IENGINEERING, JNC. Consulting Structural Engineers 11545 W. Bernardo Ct, Suite 3·00 San Diego, CA 92127 {619) 673-8416 . (619)673-8418FAX Job No. 98160 By:L.S. Check By: C.R Date: 9/9/98 0 2~~ 6~ 8 -11 14 18 69 -71 R2H Engineering, Irie._ PROJECT_~l~tz~l~t-z:...__-_<t:::J..._ __ ----"-__ -,-__ _ JOB NO. _q ..... 2'=-\.i.:::lt:J:..::D;...___ DATE_4...i..-_:Z..L.--4~B~- ~BY kz SUBJECT l Cl--h=r:.i? Jo11::2~ laA0:2 v:J 0pEE:N SHEET _ _,;;;o __ OF __ _ I , I _I . I : l I : : I : .... ~_.i',t;~J~+ I I • . 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R2H ENGINEERING INC. Consulting Structural Engineers . 11545 West Bernardo Court Ste. 300 · San Diego California 92127 SINGLE SPAN BEAM ANALYSIS screen vertical Date: Page: ·'2. ---SP!I DH! _.._ ______ mBER DH!---- Center Span = 8.00 ft !:Inertia = 1.000 in4 All distances for load locations refer Left cantilever = 0.00 ft E:Elastic Modulus = 1 ~i to left support. Heg ( '·') distances Right cantilever = 1.50 ft End Fixity Pin/Pin ieans load 1s on left cantilever . --·------IJIIl'ORII LOADS ------------'-mP!XOIDAL LOADS---------# 1: 0.179k/ft@ Left, 0.179k/ft@ Right, Start@ 4.50ft ·> 9.50ft -------------alllCD'limD LOADS------APFLIED JDIDlS-----------------------SOIIIARI---------------------Jloaen~----------~.------Sbeais--------Max. Span Monent = 0.538 k-ft Left support = 0.112 k 0.515 k Max. Ko11. Location = 5.131 ft Right SUpport • = Hin. Span Monent = -0.201 k-f:t ---ieacti9DS --- Min. Mo11. Location = 8.000 ft Left SUpport = 0.112 k ----Deflections----Max.@ Span= -52662~3.781 in at 4.33 f~- Right cant = 3050233,492 in at 9.so ft. Max @ Left Support -0.000 k-ft "Right Support = o. 783 k Max @ Right Support = -0.201 k-ft ------"-----------Query Values---------- H.UJMOH MOMENT = 0.538 k-ft Between Supports @ X = 0.00 ft, M = 0.00 k-ft, V = 0.112 k, Defl. = 0.000 iJ. At Right cantil~vEt X = 0.00 ft, H = 0.00 k-ft, V = 0.000 k, Defl. = 0.000 iJ. .. V4.4Cl (ci 1983-96 EHERCALC R2H EHGIHEERIHG, KW060291 -~--. .. -~ :,-~~-----'---------------·--------· -., --------"---'-----'--0........,____:___ di R2H Engineering, Inc. PROJECT I~lS 11.-. 4-" JOB No._.__CJ b!CaJ'.!,L.. ·_· _ DATE "1-1-91> Ci:sy -SUBJECT CoLut-<,.J ~~c1i.o.J r=::::~ . SHEET 2 OF-'.'--._ • E"ot,;UMN SE.('...7,:,.J SE.c7, o,.J 3 ¾, " I ~ BAc.t< T-o 15A c:.1< A = (2. )( -~<t~) : ,1,c:> ,: 'I.. --rt--,;. (:z.9rs~o-} (. -~Gr, •.. ). ' 'ry/z .:. 50.0/2. = '1..5.o F~ :-;,-F=1/ z_ ~~ ,.. 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JOB NO. ·-~ bl ~Q · PROJECT I SI .S 2 · 4-:: . f!:sy __________________ SUBJECT __ c:.o __ .J_,.,J_-e_c~-ri~tcirJ~__,;,;,1'.o..;;.....;.·_~~o~o---r:: ___ _ DATE 9'-Z-9'> SHEET 8 OF __ .... ..... , ______ _._______ - ' --·-----"-·-------- ·----·---------·--·-·----------·--·------------·----·-· ---·------------- . --: ---· ----·· --:: .. . 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' ·-·----------·· ···--·---····· .... ·-··-... ---··--· ----··-------------------1 ' . . -.:.--·-.. i . n, V lJ COLD FO~ED MEMBER PROPERTIES TITLE: 358XC14 STIFFENED CHANNEL A = 0.489111 D' = 3 .625 B' = 1.625 t = 0.0713 r' == . 0 .11.32 C' = 0.375 alpha -. ·1 CALCULATE X bar: in,..,2 in. in. in. in • in. a = b = C = r = u=1.57r= 3.256 in. 1.256 in. 0.1905 in. 0.14885 in. o. 23369·5 in. x bar== 0.476624 in. xl =0.476624 in. xr =1.148376 y bar~ 1.8125 in. CALCULATE Iy: Iy = 0.161276 in,..,4 Ry= 0.574224 in. s left= o.338372 in,..,3 S right= 0.140438 in,..,3 CALCULATE I~: Ix= 1.032599 in,..,4 Rx= 1.452989 in. CALCULATE ALLOWABLE BENDING STRESS·. FOR A GIVEN UNBRACED LENGTH: L = 96 in. E = 29500 ksi. sx = 0.429 inAJ Iyc = Iy/2 = 0.080638 in,..,4 Cb= 1 Fy = 50 ksi. (L,..,2*Sx)/(Cb*d*Iyc) = 13525.46 Fb == 12.91576 ksi. ; l.8*3.l4,..,2*E*Cb/Fy <= L,..,2*Sx/d*Iyc CALCULATE BRACE FORCE AT·'L' SPACING SPAN. -. 8 ft. BRACE SPACING a = 96 in. Ix = 1.032599 in,..,4 Unif. load = 0.056 kip/ft. a bar = 3.5537 b bar 1.5537 C bar = 0.3037 m = 0.72998 in. distance between shear center and c.g.: X zero = -l.2066 in. 10 .. -,..~... -. ----~ --,·1r··· .. ~,;-.. ·-.. ;;_,· ··:,_. =···.....,·-···-....,__: _____ --~-----· __ .. ____ -·~-... :··-·. -. ~·-·· -·· -·JV~.....,,--"-..;,__c...=..~.......c..-,_. K'= m/d =0.201374 P load,= 1.5K'*2*0.5a= 0.672 kips CHEC~ FLANGE W/T: lip C = 0.1905 W = b = ~.256 t = 0.0713 w/t = 17.61571 w/t lim =31.22019 EFF. b/t=l9.71698 CHECK WEB W/T: in. Is0.000041 in. in. s = Ia= FULLY EFFECTIVE w =a= 3.256 in. w/t = 45.6662 67.30367 (Fe=l0.67) 0.000907 Fbw = (l.21-0.00034(h/t)(Fy)".5)(0.6Fy)<=(0.6)Fy Fbw = 30 ksi. fl '' R2H Engineering, Inc. '. . . . -. . ·,.-~ ,... . . ' . . JOB NO. ' q h l io't, PROJECT I-St'$ 1ll-4-DATE Cf -I -9 n ~-sy _______ SUBJECT C,,A-<;<lNAt.. ~Ge ~"71gy SHEET _ __,_/_e._ OF_·· _ ------~~?. S~':-~·~-~ p,,. 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I ! ______ _ ~--~-, I I I r~-_--~~ ~-~~--, ._ _ __.__ ____ _.__ _______ -_ __::-_:::_~ -j _ ; I cSIRDER NOTES, 1. __ J _1_ i r L;. __ ; .: _[_ ·__ . .. . I . I ' ' I • ' i :7--1-r-1·-r-rt-, -1----.-. -, - -. l : j H : ·_ :rl· -·-------s. I ; _ 4. ::z. I. ---'------------;-----! ; I I 5. 6. ! - 'TC' AXIAi.. LOADS 61VEN IN KIPS. 'TC' AXIAi.. LOAD DENOTES SEISMIC l.OAO IN TOP CHORD. 'TC' AXIAi.. l..0..-.0 MAY BE !:In-ER COMPRE5:>ION OR TI:NSION. ~ Of:TAl!.6 FOR ALL. LOAD TRANSFER CONFl6URATIONS. SE: 'S~ .JOISTS I .JOIST ~IROE:RS' NOTES ON 5HEi S-1. )"j'j', OF ROOF MOUNT E:GIJIPM;NT $HAL!. SE INCORPORATE:) INTO 61ROER De516N (SE: .JOIST NOTE: •e) I I I I ! ! ! i : I I ' ' : ' ' : ' l I '. ~--1---·--~-------·--t---· 1. ADD l.OAO OF 10001:,:, AT ANY PANS. POINT $HAL.!.. SE INCORPORATE? INTO 61RDf:R. LOAOIN6 AT AU. SAR .JOIST 61R.Of:R5. --"--__ , __ ,_ _____ , ___ ._!__ ___ _ _ I I i ' --=~-=,,' ~-r-~+1--:.· -,---;-J-n--: i ! . --·-,-r I , , t -61RDER DEPTH\ /,--~---NI.JM!:!l;R OF -_,_ -!-J-1--+--I--J-l_j__, ' ; IN INCH!::$ \ .JOIST $PACI;$ • , , 1 ;-:---\If ___ '-=---~~~ 48/G 1::1N 10.4\_K 1;: ; _/ 1-: f -----~IRD!:R 5::RJE:5 _ TOTAL l.OAO AT 1 • ! 1YP!: EACH PANS. POINT ALL. ~I~ SHALL. HAVE A SEAT DE:PTH OF 6" U.N.O. I ! ! • I I ! I !I I ' I I. i I --+--,-', __,_1 __ µ__(_' -H-·--~:_;_--i-!--'-------~------~--··-I : I i I :~±~l -i+~::-=~ ·-==-=-~~-i:=rt~:_1_-; _:_-~ : ·_ . -~-:--~~-;~;~ ~-~=; 1~~-~-:--~---=~; __ -j_~-~Fi ~:-t-·=:--~~t-=~=r-=~=r=tt= ---1-1-1_L--J_1__! . . .. r._J:_ C ,--·------------· -~-'--..!.--'-+-,--~. . .-1-+-i-.---, ' ~:-,-rH-l-1=1-L· ·-7+,"l--·i:-+ , ; ,-1--~---·-----.. ------1 ~-----:.--, -·--·-:--·-· : r·1-,1-r-;-··17--r1-, i i : 1 ~tt -l I ! t l i i I ' I ! 1 ___ ! I I I I ,-.--------,-,·-·-;-·------, i I ' I I i I _! r. l l i 11 I' i I! 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L.OAO ~ CONF!6URATIONS. : ; ; ' ; : i ; ; I LL se '5TEL .x,1s-rs , .JOIST 61~· NOrcS cN 51-!E!:T :;-r. -,--,-----TTT-r---,-L.L. ACD SCO 1..SS FOR ROOF MCIJN'i EGUIPMENT AT EVER'!' BAR ..JOIST 1 : . ' , __ ,___ I_, 1 __ .l_ _ SHALL. eE INCORPORATED INTO evER":" SAR. .JOl5i" OE516N. 1 j L _l -----~-------. --+------------"· ADO L.OAO CF 500 t..eS. AT' ANY' PANEL. POINT SHALL. 6E INCCRPCRAra::i INTO SAR. ..JOISi" LOAOIN<S Ai" AL.!.. SAR. ...Ol5T5. ~ Iii I ·--+--~~--_,__,,_ --t- I · I '~--~ ,·. i-~ ----,--·-------.. -r-·-----· · ---·· -1-----:-- ~ 1-+ :·~--: ~:.1±-__ ·_~_J L --b-1-~ -: ·;-1-=-·--· 10. A!..L._ ..JOISTS SHAµ. HAVE A $!:AT'DE!"TH OF 3• U.N.O. II. EXAMPLE CF BAR. .JOIST CALI..-cl.lT' IS AS FOL.LOl"6, .JOIST DE!"TH--:\ /,---,----TOTAL L.OAO IN INCHeS · \ 2ei K 21ei 1 12e .JOIST SERIES _J \_ L.!Yl:' 1..0AO TYPE -_l_-I -· ! ' ~--------. . -----. 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J( '?I/)(, 01'l....) lvC::6 W 4-L..eF[ p e. Uc,,4o > ~Pl < ~.'(a~ (.JJ.;It..µ l.. : (: I ; G. )( I 4 , S ) = fl. 4:4, We{;) ld;> le;FT, . p ~ 14 ~ = 4c~S Lr =3.'21_ . . . ----· --------·-··---· -·----·-. ···----------···-.. JL o.i<.. -·. ·---•• 1 . --r··t f' ~ r·· ·, ~ V RISA-2P (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA · 92127 G-7AR Job 98\c.d} Page -Z1 Date. ___ _ ======.============================·===========-=-=------------------------- Units Opt.ion AISC Code Checks us Standard 9th Edition ASD Shear Deformation: No P-Delta Effects Redesign Edge Forces A .. S.I.~. No No No 1.333 -------------------------------------------------------------------------Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ---~-------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2.1 0.00 ·2. 75 2.75 6.75 6.75 10.75 14.75 ;1.4. 75 18.75 22.75 22.75- 26.75 28.69 28.69 30.63 34.63 34.63 38. 63 42.63 42.63 46.96 3.52 3.52 0.00 0.00 3.52 3.52 0.00 3.52 3.52 0.00 3·. 52 3.52 0.00 3.52 3.52 0.00 3.52 3.52 0.00 3 .52 - 3.52 R R R .0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -------------------------------------------------------------------------Material Elastic · Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------~--------~--(F)--------(K/ft3)------(Ksi)---- STEEL 29000.00 0.30000 Q.65000 0.490 50.000 . ' . -~-------'----·--·-·--------------------·---~~~--- lUSA-2D (R) Version 3. 03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 Job qe; 2 iLoV Page._="!) __ Date. ___ _ G-7AR ====-=========-= '===================r·=======·================---=-=------,-- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------(inA2)---------(inA4)----------------- TC LL3X3X5 STEEL 3.55 3.020 1.20 BC LL2X2X6 STEEL 2.72 0.960 1.20 W ·Ll.5Xl.5X2 STEEL 0.36 0.078 1.20. LLl LL2X2X2 STEEL 0.96 0.380. 1.20 LL2 LL2X2X3 STEEL. 1.43 0.540 1.20 LL3 LL2X2X4 STEEL 1. 88 0. 690 1. 20 LL4· LL2.5X2.5X.3 STEEL 1.80 1.090 1.20 -------------, ------,------------------------------------------------------- I J I R~l.eases J End Offsets No Node Node Section xy z xy z Sec Sway I J ;Length ------------------------------------------------------(in)----(in)------(f_t) 1 1 -2 TC 2.75 ·2 2 -· 5 TC 4.00 3 .5 -6 TC 4.00 4 6 -8 TC 4.00 5 8 .9 TC 4.00 6 9 11 TC 4.00 7 11 -12 TC 4.00 8 12 -14 'I'C 1.94 9 14 -15 TC 1.94 10 15 -17 TC 4 .. 00 11 17 18 TC 4.00 12 18 -20 TC 4.00 13 20 -21 TC 4.33 14 3 -4 BC 4.00 15 4 -7 BC 8.00 16 7 -10 BC 8.00 17 10 -13 BC 5.94 18 13 -16 BC 5.94 19 16 -19 BC 8.00 20 1 -3 LLl 1 1 4.47 21 2 -3 LL2 1 1 3.52 22· 2 4 LLl 1· 1 5.33 23 5 -4 LLl 1 1 3.52 24 6 -4 LL3 1 1 5.33 25-6 -7 LLl 1 1 5.33 26 8 -7 w l 1 3.52 27 9 -7 LL2 :J_ 1 5.33 28 9 -10 w 1 1 5.33 29 11 -10 w 1 1 3.52 30 12 -10 LLl 1 1 5.33 31 12 -13 LLl 1 1 4.02 32 14 -13 w 1 1 3.52 33 15 -13 w 1 1 4.02 ~ ~ -·-·----. . . --~~-~~'-'----------------------. -... ·:c: --. ------~- f RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G-7AR Job Cibl~ Page -z.9 Date ___ _ ==· ===-=======================-"============================================ I J I Releases J End Offsets No. Node . Node Section x y z x y z Sec Sway I J Length ----·------------------------------------------------(in)----(in)------(ft) 34 15 -16 LL2 1 1 5.33 35 17 -16 W 1 1 . 3. 52 36 18 -16 LLl 1 1 . 5. 33 37 18 -19 LL4 1 1 5.33 38 20 -19 LLl 1 1 3.52 39 21·-19 LLl 1 1 5;58 ---------------------------------------------------------------------------I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm · Cb --------------------(ft)----(ft)-----(ft)-------------. --------------. ----- J. 1 -2 10.00 2 2 -5 10.00 3 5 -6 10.00 4 6 -8 8.00 5 8 -9 8.00 6 9 -11 8.00 7 11 -12 8.00 8 12 -14 4.33 9· 14 -15 4.33 10 15 17 8.00 11 ,17 -18 8.00 12 18 -20 8.00 13 20 -21 8.00 14 3 -4 15 4 -7 16 7 -10 17 10 -13 ·18 13 -16 19 16 ... 19 20 1 -3 21 2 -3 22 2 -4 23 5 4 24 6 -4 25 6 -7 26 8 -7 27 9 -7 28 9 10 29 11 -10 30 12 10 31 12 -13 32 14 -13 33 15 -13 34 . 15 -16 .- ll!A -- RISA-2D (R) version 3.03 R2H Engineering, Inc. Job qb}C;,o Page ""?a 11545 W. Bernardo Court, #300· San Diego, CA 92127 Date ___ _ G-7AR =====.-, =-=== ---====---=----------------------------------------------------.-- . -------. ' -------' -------------_,_ ---------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb --.---------------(ft}-----(ft)-----(ftj------------.-------·------------- 35 17 -'.1,6 36 18 -16 37 18 -19 38 20 -19 39 21 19 -------------------------------------------------------------------------- BLC No. Basic Load Case De!;lcription Load Totals- Nodal Point Dist. --------·---------------------------------------------------------------- 1 ORIG TL 2 NEW DL 3 NEW LL Nodal Loads, BLC 1: ORIG TL 10 5 5 ------· -----------------------------------------.--------------------------Node Number Global X Global Y Moment ----r------------------(K)----------· -----(K)----------------_-(K-ft)---- 6 · o· .. ooo .,. 6. 800 o. ooo 9 0.000 -6.800 0.000 12 0. 000 -6. 800 O. 000 15 0.000 -6.800 0.000 18 0.000 -6.800 0.000 11 0.000 -1.500 0.000 18 0.000 -1.400 0.000 1 . 0. 000 -3 .400 0. 000 21 0.000 -3.400 0.000 2 0.000 -6.800 0.000 Nodal Loads, BLC 2: NEW DL -------------------------------------------------------------------------Node -Number Global X Global· Y Moment -·---------------------(K)------------------(K)-----------------(K-ft}---- 6 O. 000 -5. 290 0. 000 9 0. 000 -4. 570 0. 000 12 0.000 -3.390 0.000 15 0. 000 -4. 040 0. 000 18 -0,000 -4.350 0.000 A:). ~ L --.,.,m ___ __, __ ~·-----.------,.-• -----------~-----------------------.---~ -------~--- RIS~-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G-7AR Job Cf8)bo Page z,J Date ___ _ =======· ====================-=== .===========--=-========================= .== Nodal Loads, BLC 3: NEW LL ----------------------------------·--------------------------------------Node Number Global X Global Y Moment -~---------------------(K)----.-------------(K)------------------(K-ft)---- 6 0.000 -3.670 0.000 9 0.000 -3.260 0.00.0 12 0.000 ~2.460 0.000 15 o·.ooo· -2.460 0.000 18 0.000 -3~260 0.000 Load Combination No. Description Self Wt BLC BLC BLC BLC BLC Dir Fae Fae Fae Fae Fae Fae 1 ORIG D+L 2 NEW D+L Dynamic Analysis Data y 0 y 0 Number of modes· (frequencies) Basic Load Case for masses. BLC mass direction of action Accele~ation 9f Gravity 1 1 2 1 .. 3 1 ·3 None X only 32.20 ft/sec**2 Load Combination is 1 : ORIG D+L Nodal Displacements W E DYNA S V ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 -0.00000 -0.01096 2 -0.00579 -0.35365 -0.01023 3 -0.33076 -0.33012 -0.01013 4 -0. 31976 -0.79693 -0.00891 5 -0.02293 -0.79694 -0.00832 6 -0.04006 -1.15903 -0.00683 7 -·0. 25226--1.45084 -0.00505 8 -0.07102 -1.45073 -0.00522 9 -0.10199 --1.65569 -0.00335 10 -0.15809 -1.75890 -0.00096 11 -0.13955 -1.76489 -0.00104 12 -b.17711 -1.74430 0.00196 13 -0.08393 -1.68052 0.00326 14 -0.19498 -1.67947 0.00366 15 -0.21285 -1.57788 0.00485 16 -0.01511 -1.30978 0.00683 17 -0.24185 -1.30939 0 .·00652 18 -0.27085 -0.95505 0.00801 RISA-2D (R} Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92.127 G-7AR Job,_q..,_,,s::...,.i~~-Page. __ =::, ____ -z.. __ Date. ___ _ --==-====--==== ----------------------------------------------. -----· ------------------------------------------------------------------~- Node Globai X Global Y Rotation . --------------------(in}-----------------(in)----------------(rad)--------- 19 0.04373 -0.54003 0.00861 20 -0.28253 -0.53982 0.00955 21 -0.29518 -0.00000 0.01081 Load Combination is 1 : -ORIG D+L Reactions ----------------------------------~------------------------------------- Node Global X Global Y Moment ----------------------(K}-------------. --(K)-· -------------(K-ft}--------- 1 -0.00000 26.64909 0.00000 21 0.00000 23.85092 0.00000 Totals -0.00000 50.50000 0.00000 Load Combination is 1 : ORIG D+L Member End Forces ------------------------------------------------------------------------- Nodes ==========I-End========== ========== J-End ========== Nb I J Axial Shear Moment Axial Shear Moment ---------------(K}--------(K)------(K-ft}-------(K}--------(K)--~---(K-ft}-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1-2 2-5 5-6 6-8 8-9 9-11 11-12 12-14 14-15 15-17 17-18 18-20 20-21 3- 4- 7- 10- . 13- 16-- 1- 2- 2- 5- 6- 6- 4- 7 10 13 16 19 3 3 4 4 4 7 18.07 3'.6.75 36.75 66.41 66.41 80.56 80.56 79.04 79.04 62.20 62.20 .25.06 25.06 -18.07 -55.47 -77.37 -82.07 -76.16 -48.3~ -29.35 23.10 -24.88 0.00 24.93 -14.58 0.12 -0.02 -0.01 0.02 -0.00 0.04 0.01 0.05 -0.21 0.04 -0.05 0.06 -0.08 0 .-03 -0.01 0.01 0.00 -0.01 -0.01 -o. 00 0.00 0.00 0.00 -0.00 0.00 0.00 -0.32 -0.26 -0.20 -0.29 -0.27 -0.43 ·-o .49 -0.58 -0.17 -0.34 -0 .12 -0.35 -o·. oo -0.12 -0.07 -0.13 -0.15 -0.09 0.00 0.00 0.00 0.00 0.00 0.00 -18.07 -36.75 -36.75 -66.41 -66.41 -80.56 -80.56 -79.04 -79.04 -62.20 -62.20 -25.06 -25.06 18. 07 · · 55.47 77.37 82.07 76.16 48.35 29.35 -23.10 24.88 -0.00 -24.93 14.58 -0.12 0.02 0.01 -0.02 0.00 -0.04 -0.01 -0.05 0.21 -0.04 0.05 -0.06 0.08 -0.03 0.01 -0.01 -0.00 0.01 0.01 0.00 0.00 -0.00 0.00 0.00 -0.00 0.32 0.26 0.20 0.29 0.27 0.43 0.49 0.58 0.17 0.34 0.12 0.35 0.00 0.12 0.07 0.13 0.15 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court~ #300 San Dieso, CA 92127 G-7AR Job qb\(.g) Page =,'?· Date ___ _ --=====· =--======= -~====.==----------------------------------------------~-- ·Nodes ========== I-End · --========= ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------{K)--------{K)------{K-ft)-------{K)--------{K)------(K-ft)-- 26 8-7 27 9-7 28 9-10 29 11-10 30 12-10 31 12-13 32 14-13 33 15-13 34 15-16 35 17-16 36 18-16 37 18-19 38 20-19 39 21-19 -0.03 14.60 -4.24 1.48 2.02 · 6 .28 -0.26 -5.97 18.59 -0.10 -18 .45 31.03 -0.14 -32.29 ~oad Combination is 1 AISC Code Checks 0.00 0.00 0.00 0 ·. 00 -0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 .. o.oo 0.00 -0.00 ORIG D+L 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 -14.60 4.24 -1.48 -2.02 -6.28 0.26 5.97 .-18.59 0.10 18.45 -31. 03 . 0.14 32.29 . . . 0.00 -0.00 -0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear -----------. ---------------------------------------------------------------- 1 1-2 2 2-5 3 5-6 4 6-8 5 8-9 6 9-11 7 11-12 8 12-14 9 14-15 10 15-17 11 17-18 12 18-20 13 20-21 14 3-4 15 4-7 16 7-10 17 10-13 18 13-16 19 16-19 20 1-3 21 2-3 22 2-4 23 5-4 24 6-4 0.3086 0.6219 0.6127 0.9266 0.9320 1.1415 1.1602 0.9173 0.9013 0.8716 0.8681 0.3669 0.3614 0.2884 0.7467 1.0210 1.0892 1.0167 0.6414 1.0192 0.7631 0.8639 0.0002 0.9898 0.2852 0.6219 0.6127 0.9120 0.9320 1.1161 1._1493 0.9063 0.9013 0.8492 0.8681 0.3442 ·0.3614 0.2215 0.7467 0.9875 1.0786 1.0167 0.6414 1.0192 0.7631 0.8639 0.0002 0.9898 0.2910 0..6197 0.6109 0.9156 0.9311 1.1225 1.1520 0.9090 0.8921 0.8548 0.8613 0.3.498 0.3543 0.2382 0.7398 0.9959 1.0813 1.0080 0.6292 1.0192 0.7631 O. 8639 O .00,02 0. 989·8 0.2969 0.6174 0.6090 0.9193 0.9303 1.1288 1.1547 0.9118 0.8828 0.8604 0.8545 0.3555 0.3472 0.2549 0.7328 1.0042 1.0839 0.9994 0.6170 1.0192 0.7631 0.8639 0.0002 0.9898 0.3027 0.6152 0.6071 0.9229 0.9295 1.1352 1.1575 0.9146 0.8735 0.8660 0.8477 0.3612 0.3400 0.2717 0.7259 1.0126 1.0865 0.9908 0.6048 1.0192 0. 7631 0.8639 0.0002 0.9898 0.3086 0.6129· 0.6053 0.9266 0.9287 1.1415 1.1602 0.9173 0.8642 0.8716 0.8409 0.3669 0.3329 0.2884 0.7190 1.0210 1.0892 0.9821 0.5925 1.0192 0.7631 0.8639 0.0002 0.9898 0.0032 0.0005 0.0004 0.0006 0.0001 0.0010 0.0004 0.0013 0.0056 0.0011 0.0015 0.0016 0.0022 0.0010 0.0002 0.0002 0.0001 0.0003 0.0004 0.0000 0.0000 0.0000 0.0000 0.0000 ~..;.,._'.:,;.;;· ... ;_:: ... -----------·-··------·-·-. _______________ ....___.;..,~~~~ • F-) • L RISA~2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G-7AR Job __ !...:.;::.t.>a...i.tl.;;;;,(d).___ Page._....;::....,;;;;._.i_~--Date. ___ _ ===· =============.================-==-==========================· =========. = --------------------·-----------------------·-------------------------------Nodes Member Quarter :j?oints No I J Maximum 0 1/4 1/2 3/4 L Shear ------------------"-----------------------.---------------------------------25 6-7 0.5062 0.5062 0.5062 0.5062 0.5062 0.5062 0.0000 26 8-7 0.0027 0. 0027 0.0027 0.0027 0.0027 0.0027 0.0000 27 9-7 0.7424 0.7424 0.7424 0.7424 0.7424 0.7424 0.0000 28 9-1,0 0.3941 0.3941 0.3941 0.3941 0.3941 0.3941 0. 000.0 29 11-io 0.5609 0.5609 0.5609 0.5609 Q.5609 0.5609 0. 000.0 30 12-10 0.1541 0.1541 0.1541 0.1541 0.1541 0.1541 0.0000 31 12-13 0.3747 0.3747 0.3747 0.3747 0.3747 0.3747 0.0000 32 14-13 0.0240 0.0240 0.0240 0.0240 0.0240 0.0240 0.0000 33 15-13 0.5545 0.5545 0.5545 0.5545 0.5545 0.5545 0.0000 34 15-16 0.9452 0.9452 0.9452 0.9452 0.9452 0.9452 0.0000 35 17-16 0.0089 0.0089 0.00-89 0.0089 0.0089 0.0089 0.0000 36 18-16 0.6405 0.6405 0.6405 0.6405 0.6405 0.6405 0.0000 37 18-19 0.9743 0.9743 0.9743 0.9743 0.9743 0.9743 0.0000 38 20-19 0.0049 0.0049 0'.0049 0.0049 0.0049 0.0049 0.0000 39 21-19· 1.1212 1.1212 1.1212 1..1212 1.1212 1.1212 0.0000 L ---------~---~---~----#---'---~----_._--.--~--~---'-"--··----....... _. ----.-.. -----.-_ .~.-___ ... ·-----~ ... --~· -~ . r RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G-7AR Job_q_._,f;::;...il~b=-0- Page._~-=-=S::..,..__ Date. ___ _ ------------------------~-----------------------------------------.------- Units Option. US St9-ndard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-:Oelta Effects Redesign. Edge Forces A.S.I.F. No No No 1.333 --------------------------------------------------------------------------. . Node B_oundary Conditions No X-Coord Y-Coord X-do-f Y-dof Rotation Temp. -----------(ft)---~----(ft)-----{in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0.00 2.75 2 .. 75 6.75 6.75 10.75 14.75 14.75 18.75 22.75 22.75 26.75 28.69 28.69 30.63 34:63 34.63 38.63 42.63 42.63 46.96 3,52 3. 52. 0.00 0.00 3.52 3.52 0.00 3.52 3.52 0.00 3.52 3.52 0.00 3.52 3.52 0.0.0' 3.52 3 .52 O.OQ ·3.52 3.52 R R R 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------------------------ Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) . ---~-------~---(Ksi)--------~--------------(F)--------(K/ft3)------(Ksi)---- STEEL 29000.00 0.30000 0.65000 0.490 50.000 t_ RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 Job 9 ~t(D · Page. _ _.~"'"'b=--_ Date. ___ _ G-7AR --=· ------====--------------==·---, -===-------------------------------------- ------------------------------------------------------------------------. Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------(inA2)----~----{inA4)-. --------------- TC LL3X3X5 STEEL 3.55 3.020 1.20 BC LL2X2X6 STEEL 2.72 0.960 1.20 W · Ll.5Xl.5X2 STEiL 0.36 0.078 1.20 LLl LL2X2X2 STEE~ 0.96. 0.380 1.20 · LL2 LL2X2X3 STEEL 1.43 0.540.· 1.20 LL3 LL2X2X4 STEEL 1.88 0.690 1.20 LL4 LL2.5X2.5X3 STEEL 1.80 1.090 1.20 -----------------------------------------------------------------------------I J I Releases J End Offsets No Node Node Section xy z xy z Sec Sway I J Length -----------------------------------------------------(in)----(in)------(ft) 1 1 -2 TC 2.75 2 4 -5 TC 4.00 3 5 -6 TC 4.00 4 6 8 TC 4.00 5 8 ·9 re 4.00 6 9 -11 TC 4.00 7 11 -12 TC 4.00 8 12 -· 14 TC 1.94 9 14 -15 TC 1.94 10 15 17 TC 4.00 11 17 -18 TC 4.00 12 18 20 TC 4.00 13 20 -21 TC 4.33 14 3 4 BC 4.00 15 4 -7 BC 8.00 16 7 -10 BC 8.00 17 10 -13 BC 5.94 18 13 -16 BC 5.94 19 16 -19 BC 8.00 20 1 -3 LLl 1 ·1 4.47 21 2 3 LL2 1 1 3.52 22 2 -4 LLl 1. .1. 5.33 23 5 -4 LLl 1 1 3.52 24 6 -4 LL3 1 1 5.33 25 6 -7 LLl 1 1 5.33 26 8 -7 w 1 1 3.52 27 9 -7 LL2 1 1 5.33 28 9 -10 w 1 1 5.33 29 11 -10 w 1 1 3.52 30 12 -10 LLl 1 1 5.33 31 12 13 LLl 1 1 4.02 32 14 13 w 1 1 3.52 33 15 -13 w 1 1 4.02 ~----... --_, ... _______ .. ' -. --~----------.. ..., ____ _ -· .. --· -----~-~~--- L RISA-2D (R} Version 3.03 R2H ~ngineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G-7AR Job q<ou"o Page 'bj Date. ____ _ --------.------------------------.---------------------------------------.-- ---------------------------------·-----~------------------------------------I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ----------------------------------------------------(in}----(in)------(ft) 34 15 -16 LL2 1 1 5. 33 35 17 -16 W 1 1 3.52 36 18 -16 LLl 1 1 5.33 37 18 -19 LL4 1 1 5.13 38 20 -19 Ltl 1 1 3.52 39 21 -19 LL1 1 1 ·5~58 -------------------------------~------------------------------------------! J Unbraced Lengths . K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb -------------------(ft)-----{ft)-----{ft)-------------.-------------------- 1 1 -2 10.00 2 2 -5 10.00 3 5 -6 10.00 4 6 -8 8.00 5 8 -' 9 8.00 6 9 11 8.00 7 11 -12 s·. oo 8 12 -14 4.33 9 14 -15 4.33 1,0 1·5 17 8.00 11 17 -18 8.00 12 i8 :.. 20 8.00 13 20 -21 8.00 14 3 -4 15 4 -7 16 7 -10 17 10 -13 18 13 16 19 16 ... 19 20 1 3 2_1 2 3 22 2 -4 23 5 4- 24 6 -4 25 6 -7 26 8 -7 27 9 -7 28 9 -10 29 11 -10 30 12 -1.0 31 12 -13 3'2 14 13 33 15 -:J..3 34 15 -·16 ~ w l. RISA~2D (R) Version 3.03 R2H Engineering, Inc. Job :3~ Uoo Page __ 7:,.:::;..'~--11545 W. Bernardo Court, #300 San. Diego·, CA 92127 Date ___ _ G-7AR == ·==========-================~~============================================ I J Unbraced Lengtl::!.s K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb ---.. __ -----------(ft)-----(ft) -----(ft)------------------·--------------- 35 17 -16 .3 6 18 -16 J7 18 -19 3.8 20 -. 19 39 21 -19 BLC No. Basic Load Case Description Load Totals. Nodal Point Dist. ----------------------------------------------------------------------------1 ORIG TL 2 NEW DL 3 NEW LL Nodal Loads, BLC 1: ORIG TL Node 10 5 5 Number Global X -Global Y Moment ----------------------(K)----------~------(K)------------------(K-ft)---- 6 0.000 .:.6.800 -0.000 9 0.000 -6.800 0.000 12 0.000 -6.800 0.000 15 0.000 -6.800 0.000 18 0.000 -6.800 0.000 11 0.000 -1.500 0.000 18 0.000 -1.400 0.000 1 0.000 -3.400 0.000 21 0.000 -3.400 0.000 2 0.000 -6.800 0.000 Nodal Loads, BLC 2: NEW DL ---------------------------------------------------------------------------Node Number Global x-Global Y Moment ------------------------(K)-----------------(K)------------------(K-ft)---- 6 0.000 -5.290 0.000 9 0.000 -4.570 0.000 12 0.000 -3.390 0.000 15 0.000 -4.040 0.000 18 0. 000 -4. 350 0. 000 ~ ~--~·:, f "-:;.;..., ..... --------~ -"-------~---·---··-'·. ------------··~-~~-----'-- RISA-2D (R} Version 3.03 R2H ~ngineering, Inc. 11545 w.·Bernardo Court, #300 San Diego, CA 92127 G-7AR Job 92'~'-'0 Page ?:'/ Date ___ _ ---------=---------------------------------------------------------------~-- Nodal Loads·, BLC 3: NEW LL ------.------------------" ·-------------------------------------------------Node Number Global X Global Y Moment -----------------------(K} ----------------(K) -----------------(K-ft)---- 6 0.000 -3.670 0.000 9 O.OOQ -3.260 0.000 12 0.000--2.460 0.000 15 0. 000 -2. 460 0. 000 18 Q.000 -3~260 0.000 Load Combination No. Description Self Wt BLC BLC BLC BLC BLC Dir Fae Fc!-c Fae Fae Fae Fae W E DYNA S V ----------------------------------------------------------------------------1 ORIG D+L 2 NEW D+L Dynamic Analysis Data y 0 y 0 Number of modes (frequencies) Basic Load Case for masses BLC mass direction of action Acceleration of Gravity 1 1 2 i 3 1 ·3 Non,e X only 32.20 ft/sec-**2 Load Combination is 2 : NEW D+L ·. Nodal Displacements -------------------------------------------------------------------------- Node Global X Global Y Rotation --------------------(in)---------------(in)----------------(rad)--------- 1 0.00000 -0.00000 -0.00964 2 -0.00444 -0.31645 -0.00949 3 -0. 3.1168 -0.29843 -0.00977 4 -0.30326 -0.74891 -0.00862 5 -0.02024 -0.74878 -0.00825 6 -0.03605 -1.10029 -0.00648 7 -'-0.23743 -1.37536 -0.00462 8 -0. 06592 -1.37560 -0.00499 9 -0.09579 -1.56713 -0.00274 10 -0.14740 -1.64007 -0.00073 11 -0 .130,82 -1.64071 -0.00063 12 -0.16585 -1.62361 0.00173 13 -0.07863 -1.56448 0.00301 14 -0.18245 -1.56379 0.00340 15 -0.19905 -1.46965 0.00450 16 -0.01464 -1.21973 0.00636 17 -0.22601 -1.21939 0.00608 18 -0.25298 -0.88922 0.00746 ... ~' - • RISA-~D (R) Version 3.03 R2H Engineering, Inc. 115-45 w. Bernardo Court, #300 San Diego, CA 92127 G-7AR J b ab I f.cO 0 --'--·"-~ ----Page __ ~_.;;,_ __ Date ___ _ =====--===================== -======·=-===============-=====----------------- -------------------------------------------------------------------------. Node . Global X Global Y Rotation ---------------------(in)----------------(in)--------------. -(rad)--------- 1~ 0.04006 -0.50274 0.00802 20 -0.26384 -0.50254 0.00889 21 -0.27559 -0.00000 0.01006 Load Combination is 2 : . NEW D+L Reactions -----------------------------·--------------------------------------. __ Node Global x Global Y Moment ----------------------(K} -----------------(K)---------------(K-ft)--------- 1 -0.00000 i7.74043 0.00000 21 0.00000 19.00957 0.00000 Totals -0.00000 36.75000 0.00000 Load Combination is 2 : . NEW D+L Member End Forces ----------------------------------. -------------------------------------- Nodes ========== I-End --~ _ ------========== J-End ========== No I J · Axial Shear -Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-----~-(K)--------(K)------(K-ft)-- 1 1-2 13.84 0.02 2 2-5 33.90 0.06 3 5-6 33.90 -0.02 4 6-8 64.07 -0.00 5 8-9 64.07 0.06 6 9-11 75.13 -0.07 7 11-12 75.13L.9~.'3!a 0.09 8 12-14 73.41 -0.01 9 14-15 73.41 -0.18 10 15-17 57. 83 1L.t · 0. 03 11 17-18 57.83 -0.05 12 18-20 23.29 0.05 13 20-21 23.29 -0.08 i4 3-4------=n:-8--4 ___ 0. 03 __ 15 4-7 -54.09 -0.00 16 7-10 -73.98 0.00 17 10-13 -76.11 i,c,... 0.01 18 13-16 -70.81 -0.Ql 0.00 -0.07 -0.31 -0.23 -0.23 -0.46 -0.18 -0.53 -0.52 -0.17 -0.31 -0.11 -0.33 0.00 -0.11 -0.08 -0.11 -0.14 -13.84 -33.90 -33.90 -64.07 -64.07 -75.13 -75.13 -73.41 -73.41 -57.83 -57.83 -23.29 -23.29 -0.02 -0.06 0.02 0.00 -0.06 0.07 -0.09 0.01 0.18 -0.03 0.05 -0.05 0.08 -0.03 0.00 -0.00 -0.01 -----1~~4.4_9,4 -0. 01 -0.08 13.84 54.09 73.98 76.11 70.81 44.94 22.48 0.01 0.01 0.00 0.00 0.07 0.31 0.23 0.23 0.46 0.18 0.53 0.52 0.17 0.31 0.11 0.33 0.00 0.11 0.08 0.11 0.14 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 w--z... 20 1-3 -22.48 -0.00 W"? 21 2-3 17.69 0.00 \,uh--22 2-4 -26. 72 0. 00 l 23 5-4 -0.08 0.00 t;t;t; 24 6-4 26.89 -0.00 25 6-7 -13 . 3 0 0. 0 0 0.00 0 .00. 0.00 0.00 0.00 0.00 -17.69 26.72 0.08 -26.89 13.30 -0.00 0.00 0.00 -0.00 RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #-300 San Diego, CA 92127 G-7AR Job qt,~~ Page. _ _.4__._L __ Date ___ _ ·====,======·================-=== ·========== -=========-----=----------------- Nodes ---------I-End========= ---------J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft),-------(K)--------(K)-~----(K-ft)-- 26 8--7 27 9-7 28 9-10 29 11-10 30 12-10 31 12-13 32 14-13 33 15-13 34 15-16 35 17-16 36 18-16 37 J,.8,-19 38 20-19 39 21-.19 0.0€> 13.20 -1.54 0.16 1.30 5.59 -0.17 -5.38 17.29 -0.08 -17.l6 28.84 -0.13 -30.02 Load Combination is 2 AISC Code Checks 0.00 0.00 0.00 0.00 · -0. 00 0.00 0.00 0.00 :..o. 00 0.00 -0.00 -0.00 0.00 -0.00 NEW D+Li 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o .. 00 0.00 0.00 0.00 -0.06 -13.20 1.54 -0.16 -1.30 -5.59 0.17 5.38 -17.29 0.08 17.16 -28.84 0.13 30.02 · 0. 00 -0.00 -0.00 o.oo 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o .o_o 0.00 0 .. oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear -----~------------------------------------------------------------------·--1 1-2 2 2-5 3 5-6 4 6-8 5 8-9 6 9-11 7 .11-12 8 12-14 9 14-15 10 15-17 il 17-18 12 18-20 13 20-21· 14 3-4 15 4--7 16 7.,.. 10 17 10-13 ·18 13-16 19 16-19 20 1-3 21 2-3 22 2-4 23 5-4 24 6-4 0.2231 0.5645 0.5735 0.8899 0.9134 1.0629 1.0713 0.8546 0.8359 0.8096 0.8056 0.3407 0.3356 0.2326 0.7258 0.9667 1.0110 0.9462 0.5963 0.7806 0.5843 0.9277 0.0029 90.0000 0.2184 0.5412 0.5735 0.8899 0.8820 1.0629 1.0232 0.8546 0.8359 0.7911 0.8056 0.3198 · 0. 3356-- -0 .1696 0. 7258 0.9535 0.9928 0.9462 0.5963 0.7806 0.5843 0. 9277 0. 0029 90.0000 0.2196 0.5470 0.5709 0.8899 0.8899 1. 0-532 1.0353 0.8540 0.8279 0.7957 0.7996 0.3250 0.3291· 0.1854 0.7217 0.9568 0.9974 o·. 9380 0.5849 0.7806 0.5843 0.9277 0.0029 90.0000 0.2208 0.5528 0.5683 0.8898 0.8977 1.0434 1 .. 0473 0.8535 0.8200 0.8003 0.7935 0.3303 0.3225 0.2011 0.7177 0.9601 1.0019 0.9297 0.5736 0.7806 0.5843 0.9277 0.0029 90.0000 0.2219 0.5587 0.5658 0.8898 0.9056 1.0337 1.0593 0.8530 0.8120 0.8050 0. 7875· 0.3355 0.3160 0.2168 · 0. 713 7 0.9634 1.0065 0.9215 0.5622 0.7806 0.5843 0.9277 0.0029 90.0000 0.2231 0.5645 0.5632 0. 8897. 0.9134 1.0240 1.0713 0.8525 0.8040 0.8096 0.7814 0 .. 3407 0.3094 0.2326 0.7097 0.9667 1.0110 0.9133 0.5508 0.7806 0.5843 0.9277 0.0029 90.0000 0.0006 0.0016 0.0006 0.0000 0.0015 0.0018 0.0023 0.0002 0.0048 0.0009 0.0013 0.0015 0.0020 0.0009 0.0001 0.0001 0.0002 0.0003 0.0003 0.0000 0.0000 0.0000 0.0000 0.0000 0 . t . ~- RISA..:.2:p {R) Version 3_-03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G-7AR · Job_....;.;ql:,~1~~=--· _ Page_f_,___'Z-__ Date ___ _ =·==============-~======== = -----.---~------------------------------------ ---------------------------------------------------------------------------Nodes. Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear -------·-----. -------------·--------' --------------------------.---------------- 25 6-7 0.4617 0.4617 0.4617 0.4617 0.4617 0.4617 0.0000 26 8-7 0.0221 0.0221 0.0221 0.0221 0.0221 0.0221 0.0000 27 9-7 0.6710 0.6710 0.6710 0.6710 0.6710 0.6710 0.0000 2·8 9-10 0.1428 0.1428 0.1428" 0.1428 0.1428 0.1428 0.0000 29 . 11-10 0.0595 0~0595 0.0595 Q.0595 0.0595 0.0595 0.0000 3,0 12-·10 0.0993 0.0993 0.0993 0.0993 0.0993 0.0993 0.0000 31 12-" 13 0.3334 0.3334 0.3334 0.3334 0.3334 0.3334 0.0000 32 14-13 0.0158 0.0158 0.0158 0 .. 0158 0.0158 0.0158 0.0000 33 15-13 0.4995 0.-4995 0.4995 0.4995 0.4995 0.4995 0.0000 34 15-16 0.8792 0.879~ 0.879'2 0.8792 0.8792 0.8792 0.0000 35. 17-16 0.0079 0.0079 0.0079 0.0079 0.0079 0.0079 0.0000 36 18-16 0.5960 0.5960 0.5960 0. 59-60 0.5960 0.5960 0.0000 37 18-19 0.9057 0.9057 0.9057 0.9057 0.9057 0.9057 0.0000 38 20-19 0.0045 0.0045 0.0045 0.0045 0.0045 0.0045 0.0000 39 21-19 1.0422 1.0422 1.0422 1.0422 1.0422 1.0422 0 .• 0000 R2H Engineering, Inc. PROJECT . I '1 lk? -4-- p-.sY_-...a-~V7 __ _ susJECT &11zta::.e ?,~ L,w~ .. 1 ,...,.p ~, --G:,5 JOB NO .. 58ttpl) DATE :j-4 ... 0jg SHEET 4-:::, OF I I I I I I ' I I I ' I I I --- : , t I . , 1 1 1 r , 1 1 : 1 i 1 1 , 1 , · ! . ' ' . ' ., • . ' · . • ! · ' · ' I -t----5-·! ·---·tyz;-·· ---~-----------p,-·---r·--:-f?p ; i . f""'S:-. --:-i-1 . , I?.(..,, · 1 . : 171 ; 1 1 i . I • . . i . I . . l I_ . ' ; I ' ; I : • . ·; • i I i : I j I . I : ' , I I i i I · I ' l ----, ----~--·--··-:--------------'--------ii---'-----'--: -·,..----'----..--1--'---,-L-l--i---'--'-+---+--'-..;-;.- __[ __ , ____ --· _____ ! .. _-__ -_,-__ -.;... ____ -_ ---1:-__ , __ ·-_:-_-;_-_~_--+: ~·~1 _'-,...l -~[-i-1 +i---~-'--l--+-~......+-'--+---+---'-----!.-'---'--' ---+-------· I • ---'-' -'-~·-~--------+1-.-'·._, __ , LLLL I ;-! +----'--+-i--+-'-+-1--+--'--i-+--+----'-i---i-i-+ '· ! ! ,.,,-i-, I ' I I f : i I I I I ! I I ! I l i I l I I i I I I I I I ! I (1f1 L RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 s~n Diego, CA 92127 GS Line 7, D to G Job &fb(u,D Page 4f Date, ___ _ -==-=·============·======= -================================================== Units Option AISC Code Checks US Standard 9th Edit·ion ASD Shear Deformation: No P-Delta Effects Redesign Edge Forces A.S.I.F. No No No 1.333 Node Boundary Conditions No X-Coord Y-Coord X-dof . Y-dof Rotation Temp. -----------(ft)~-----~-(ft)-----(in,~/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.00 3.54 R R 0.00 2 3.17 3.54 0.00 3 3.17 0.00 0.00 4 7 .17 3. 54 0. 00 5 11.17 0.00 0.00 6 11.17 3.54 0.00 7 15.17 3~54 0.00 .8 19 . 1 7 o . o o· o . o o 9 19.17, 3.54 0.00 10 23.17 3.54 0 .. 00 11 27.17 0.00 0.00 12 27.17 3.54 0.00 13 31.17 3.54 0.00 14 35.17 0.00 0.00 15 35.17 3.54 0.00 16 39~17 3.54 0.00 17 43.17 0.00 0.00 18 43.17 3.54 0.00 19 47.17 3.54 R 0.00 -------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight .Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------------------(.F)--------(K/ft3)------(Ksi)---- ~c 29000400 o.30000 o.6sooo o.490 36.ooo BC 29000. 00 0. 30'000 0. 65000 0. 490 36. 000 W 29000.oo· 0.30000 0.65000 0.490 36.000 L. RISA-2D (R) Version 3.03 R2H Engineering, Inc. Job 5~l~ Page 4-9 1154:5 W. Bernardo Court, #300 San Diego, CA 92127 Date ___ _ GS Line 7, D to G -=============================== ·===========--------=========------========= ----------------------------------------------------------------------------Section Database Matl. Area Moment of As y/y I,.abel Shape Set Inertia Coef ----------· -----------------------·-(in~2)---· -----(inA4) ·--·------------- TC LL3X3XS TC 3.55 3.020 1.20 BC LL3X3X5 BC 3.55 3.020 1.20 W LL3X3XS W 3.55· ~.020 1.20. ' -------------------------. --------' ------------------------------------------- I J I Releases J End Offsets No Node Node Section X y z X y z Sec Sway I· J Length -----------------------------------· -------------~---(in)----(in)------(ft) 1 1 -2 TC 3.17 2 .2 -4 TC 4.00 3 4 -6 TC 4.00 4 6 -1 TC 4.00 5 7 -9 TC 4.00 6 .9 -10 TC 4.00 7 10 -12 TC 4.00 8 12 -13 .TC 4.00 9 13 15 TC 4.00 10 15 '"' 16 TC 4.00 11 16 -18 TC 4.00 12 18 -19 TC 4.00 13 3 -5 BC 8.00 14 5 -8 BC 8.00 15 8 -11 BC 8.00 i6 11 -14 BC 8.00 17 14 17 BC 8.00 18 1 -3 w 1 1 4.75 19 2 .,.. 3 w 1 1 3.54 20 3 -4 w 1 1 5.34 ·21 4 -5 w 1 1 5.34 22 5 -6 w 1 1 3.54 23 5 -7 w 1 1 5.34 24 7 -8 w 1 1 5.34 25 8 -9 w 1 1 3.54 26 8 10 w -·1-1 5.34 27 10 ... 11 w 1 1 5.34 28 11 -12 w 1 1 3.54 29 11 -13 w 1 1 5.34 · 30 13 14 w 1 1 ·s .34 31 14 -15 w 1 1 3.54 32 14 -16 w 1 5.34 33 16 -17 w 1 5.34 .34 17 -18 w 1 3.54 35 17 -1~ w 1 5.34 .. ···--·. ~ ·• ·.:.~-. .--c-.......... -~-~~---. _________ .....,. ______ .~~-'-'-·----_,_~~---: -':..~--· ___________ __,_--'--~~'---- RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 (-f?:: ·san Diego, CA 92127 Job gbt~ Page ¾ .Date. ____ _ G . GS Line 7, D to G ====------=-----------===== -----=======.====-----------------· ------------~- ----------------------------------------------.---------------------------! J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le -In ·out Cm Cb ------·-------------(ft) __ . ___ (ft) -----.(ft) -. ----------------. ---------------- 1 1 2 2 2 -4 3 4 6 4 6 -7 5 7 -9 6 9 10 7 10 -12 8 12 -13 .9 13 -15 10 15 -16 1-J: 16 -18 12 18 -19 13 3 -5 14 5 -8 15 8 11 16. 11 -14 17 14 -17 18 1· 3 19 2 -3 2d 3 -· 4 21 4 5 22 5 -6 23 5 -7 24 7 -8 25 8 9 26 8 -10 27 10 -11 28 11 -12 2:9 11 ... 13 30 13 -14 31 14 1.5 32 14 -16 33 16 -17 34 17 18 ---~-. -.. 35 17 -19 . . --------------------------. ---------------------------------------------BLC No. Basic Load Case Description Load Totals Nodal Point Dist. -. . --·. ----------------------------------------------------1 ORIG TL 2 NEW DL 3 NEW LL 7 7 7· ·-------·----------------.-------~ ~ ~ ... ---~-------,-:: .... -- ~ .. : _.' RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 Job i::ie,~ Page 1J (JI::~ _ San Diego, CA 92127 Date ___ _ GS Line 7, D to G ----===== .. ==·=======----===---·==, ·===--======--=------· -------------------.-- Nodal Loads, BLC 1: ORIG TL ----------------------------------------------------------------------------Node Numbe+ Global X Global Y Moment -----------------------(K)-----------------(K)------------------(K-ft)---- 1 0.000 . . -6.580 0.000 4 0.000 -6.930 0.000 7 0.000 -7.330 0.000 10 0.000 -8.210 Q.000 13 0.000 -9.070 0.000 16 0.000 -9.070 0.000 19 0.000 -9.070 0.000 Nodal Load_s, BLC 2 : NEW .DL Node Number Global X Global Y Moment -----------------------(K)------------~----(K) -----------------(K-ft)---- 1 -0.000 -4.080 0.000 4 0.000 -4.690 0.000 7 0. 000 -4. 540 0 .. 000 10 0. 000 -4. 560 0. 000 13 0.000 -5.130 0.000 16 0. 000 -5 .130 0. 000 19 0.000 -5.130 0.000 Nodal Loads, BLC 3: NEW LL ---~----------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 1 0.000· -3.260 0.000 4 0.000 -3.260 0.000 7 0.000 -3.260 0.000 10 0.000 -3.650 0.000 13 0.000 · -4.030 0.000 16 0.000 -4.030 0.000 19 0.000 -4.030 0.000 ------------------------------------------------------------------------- Load Combination No. Description Self Wt BLC BLC BLC BLC BLC Dir Fae Fae Fae Fae Fae Fae W E DYNA S V --------------------------------,------------------------------------------- 1 ORIG TL 2 NEW D + L y 0 y 0 1 1 2 1 3 1 e RISA-2D (R) Version 3.03 R2H Engineering, Inc. 1;1.545 w. Bernardo Court, #300 San Diego, CA 92127 GS Line 7, D to G Job :19,H.o Page 1" Date ___ _ ========================================-=========-=========================- Dynamic Analysis Data Number of modes (frequencies) Basic Load Case for masses BLC mass direction of action Acceleration of Gravity Load Combination .is 1 : ORIG TL Nodal Displacements 3 None X only 32.20 ft/sec**2 ----------------------------------------------------------------------------. Node Global x Global Y Rotation ---------------------(in)--------------(in)-----------------(rad)--------- 1 -0. 0000-0 -0.00000 -0.00722 2 -0.00650 -0.27404 -0.00718 3 -0.28413 -0.27403 -0.00688 4 -0.01470 -0.60620 -0.00645 5 -0.24711 -0.88682 -0.00539 6 -0.03989 -0.88684 -0.00531 7 -0.06509 -1.11045 -0.00384 8 -0.18338 -1.25177 -0.00211 9 -0.09980 -1.25179 -0.00215 10 -0.13451 -1.31455 -0.00031 11 -0.10832 -1.28099 0.00152 12 -0.17057 -1.28101 0. 00156 . 13 -0.20663 -1.16586 0.00336 14 -0.03921 -0.95988 0.00515 15 -0.23493 -0.95989 0.00505 16 -0.26323 -0.68990 0.00617 17 0.00484 -0.35750 0.00674 18 -0.27429 -0.35752 0.00714 19 -0.28531 -0.00000 0.00745 ·-Load. Combination is 1 . ORIG TL . Reactions --------------·------------------------------------------------------------- Node Global X -"Global Y Moment ----· -----------------{K) ------------------CK)---------------(K-ft) -------. - 1 0. 00000 .26. 22130 0. 00000 19 0.00000 30.03870 0.00000 Totals O. 00000 56. 26000 O. 00000 RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo court, #300 Job---'-'18__,,/~--"-- Page. __ 4:: ..... 4~-- ~~ San Diego, CA 92127 Date. ____ _ L GS Line 7, D to G == L================================ ====.=· ==.===========================. == Load Combination is 1 : ORIG TL Member Enq Forces -------------, -------------------------------------------------------------- Nodes ·========= I-.End ========== ========== J ·End ========== No I J Axial. Shear Moment : Axial Shear Moment -----------~---(K)--------{K)------{K-ft)-------(K)--------(K)------(K-ft)-- 1 2 3 4. 5 6 ,7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ·23 24 25 26 27 28 29 30 31 32 33 34 35 1-2 4-';l 4--6 6,-7 7-9 9-10 10-12 12-13 13-15 15-16 16-18 18-19 3-5 5-8 8-11 11-14 14-17 1-3 2-3 3-4 4-5 5-6 5-7 7-.8 8-9 8-·10 10-11 11-12 11-13 13-14 14-15 14-16 16-17 17-18 17-19 17.58 17.58 54.04 54. 04. 74.45 74.45 77.33 77.33 60.70 60.70 23.72 23.64 -39.69 -68.35 -80.49 -74.1,1 -47.24 -26.36 0.04 29.52 -19.16 0.05 19.11 -8.15 0.06 8.07 4.22 0.06 -4.31 17.90 0.03 -17.94 31.40 0.05 -31.55 Load Combination is 1 AISC Code Checks 0.00 0.05 -0.0~ 0.04 -0.02 0.04 -0.03 0.03 -0.04 -0.01 -0.12 -0.07 0.03 0.01 0.00 -0.00 -0.04 .-0.00 O.QO -0.00 0.00 0.00 -0.00 -0.00 0.00 -0.00 0.00 o·. oo 0.00 -0.00 0.00 0.04 0. 01 · 0.08 0.02 ORIG TL -0.00 -0.02 .. o .20 -0.14 -0.30 -0.21 ·-0.35 -0.22 -0.33 -0.18 -0.40 -0 .. 19 0.00 -0.23 -0.27 -0.28 -0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. o.o 0.00 0.00 -17.58 -17.58 -54.04 -54.04 -74.45 -74.45 -77.33 -77.33 -60.70 -60.70 -23.72 -23.64 39.69 68.35 80.49 74.11 47.24 26.36 -0.04 -29.52 19.16 -0.05 -19.11 8.15 -0.06 -8.07 -4.22 -0.06 4.31 -17.90 -0.03 17.94 -31.40 -0.05 31.55 -0.00 -0.05 . 0. 02 -0.04 0.02 -0.04 0.03 -0.03 0.04 0.01 0.12 0.07 -0.03 -0.01 -0.00 0.00 0.04 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 '-0. 04· -0.01 -0.08 -0.02 0.02 0.20 0.14 0-. 3.0 0.21 0.35 0.22 0.33 0.18 0.16 -0.10 -0.09 0.23 0.27 0.28 0.27 -0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.03 0.29 0.09 ---------------------------------------------------------------------------- Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear ----------------------------------------------------------~----------------- 1 1-2 0. 2·610 0.2595 0.2599 0.2602 0.2606 0.2610 0.0002 " ~- ------·------. ---------- RISA-20 -(R) Version 3; 03 R2H Engineering, Inc. Job qe,, <a;, Page So 11545 W. ·Bernardo Court, #300 $an Diego, CA 92127 Date. ___ _ GS Line 7, D to G ~""-.) ,vt-L. =====-====---· ·----------·-----------------------------------------------. -- Units Option AISC Code Checks US Standard 9th Edition ASD . Shear Deformation: No P-Delt'a Effects Redesign_ Edge Forces A.S.I.F. No No No 1.333 --------------------------------------------------------------------------Node Boundary Conditi'ons No X-Coord Y-Coord X-dof Y-dof ·Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 2 3 4 5 6 7 ,8 9 10 11 12 13 14 15 · 16 17 18 19 0.00 3.17 3.17 7.17 11.17 ·11.17 15.17 19 .. 17 19.17 23.17 27.17 27.17 31.17 35.17 35.17 39·.17 43.17 43.17 47.17 3.54 3.54 0.00 3.54 0.00 3.54 3.54 0.00 3.54 3.54 0.00 3. 54 · 3.54 0.00 3.54 3.54 0.00 3.54 3.54 R R R 0.00 0.00 0_.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------~----------------- Material Elastic Poisson's Thermal Weight Yi-eld Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(K/ft3)------(Ksi)---- TC 29000.00 0.30000 0.65000 0.490 36.000 BC 29000.0-0 0.30000 0.65000 0.490 36.000 W 29000.00 0.3-0000 Q.65000 0.490 36.000 f/1 ~ .., RI_SA-2D (R) Vers:Lon 3. 03 R2H Engineering, Inc. 1.1.545 w. Bernardo Court, #300 San Diego, CA 92127 GS.Line 7, D. to G Job qt,1~ Page '5) Date ___ _ '========-=======-=====-==================================-=-=--=----------- ---------------------------------------------------------------------------Section Database Matl. · Area Moment of As y /y Label Shape Set · Inertia · Coef --·-0 --------------------------------(inA2) --------(inA4)----------------- TC LL3X3X5 TC 3.55 3.020 1.20 BC LL3X3X5 BC 3.55 3.020 1..20 W LL3X3X5 W 3. 55 3 .. 020 1.. 26 ------------------------·------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ---------------------------------------. -.---------(in)----(in}-.----(ft) 1. 1. 2 TC 3 . 1. 7 2 2 -4 TC 4. 00 3· 4 6 TC 4. 00 4 6 -7 TC 4. 00 5 7 -9 TC 4. 00 6 9 -10 TC 4 . 0 0 7_ 1.0 1.2 TC . 4. 00 8 1.2 -13 TC 4.00 9 13 -15 TC 4. 00 1.0 15 -16 TC 4.00 11 16 18 TC 4. 00 1.2 18 -19 TC 4. 00 13 3 -5 BC 8. 00 1.4 5 -8 BC 8. 00 15 8 -1.1 BC 8.00 1.6 11 -14 BC 8. 00 17 14 -17 BC 8.00 18 1 -3 W 1 1 4. 75 19 2 -3 W 1. 1 3·. 54 20 3 -4 W 1, 1 5. 34 21. 4 -5 W 1 1. 5. 34 22 5 -· 6 W 1 1. 3. 54 23 5 7 W 1 1 5. 34 24 7 -8 W i 1 5. 34 25 . 8 -9 W 1. 1 3. 54 2 6 8· 1. 0 W · 1. --· 1 5 . 3 4 27 1.0 -11. W 1. 1 5.34 28 11 -12 .W 1. 1 3.54 29 11 -13 W 1 1 5. 34 30 13 -1.4 W 1 1 5. 34 31 1.4 -15 W 1 1 3. 54 32 14 -16 W 1. 5. 34 33 1.6 -17 W 1 5. 34 34 17 -18 W 1 3. 54 35 1.7 1.9 W 1 5.34 --! RISA-2D (R) Version. 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 GS Line 7, D to G Job &J.eit(Qo Page 5'2- Date. ___ ---,-_ == ===== =========== ======== ·== ======================================.=== ---------------------------------------------------------------------------I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In-Out Cm Cb --.---------------(ft)-----(ft)-----(ft)--------------------------------- i 2 3 4 5 5· 7 8 9 10 11 14 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28- 29 30 31 32 33 34 35 1 2 - 4 - 6 - 7 9 10 - 12 13 - 15 16 - 18 - 3 5 - 8 - 11 14 1 2 3 - 4 5 - 5 - 7 - 8 - 8 - 10 - 11 - 11 - 13 - 14 14 - 16 - 17·- 17 - BLC No. 2 4 6 7 9 10 12 13 15 16 18 19 5 8 11 14 17 3 3 4 5 6 7 8 9 10 11 12 13 ·14 15 16 17 -18 19 1 ORIG TL 2 NEW DL 3 rmw LL _Basic Load Case Description Load Totals Nodal ·point Dist. 7 7 7 l .. RISA-2D (R) Version 3."03 R2H Engineering, Inc. 11545 w. Bernardo Court, #30-0 San Diego, CA 92.127 GS tine 7, D to G Job_ll...._b_._!Cco-=--_ Page_...;;;s'""':,.,___ Date __ ___,..._ =======================·=====-=================,= --==========-=====----==---- · .Nodal Loads, BLC 1: ORIG TL ----------------------------------------------------------------------------Node Number Global X Global Y Moment ----------------.-------(K)----------------(K)------------------(K-ft)---- 1 -0.000 -6.580 0.000 4 0.000 -6.930 0.000 7 0.000 -7.330 0.000 10 0.000 .:.a.210 o.·ooo 13 0. 000 -9. 070 0. 000 16 0.000 -9.070 0.000 19 0.000 -9.070 0.000 Nodal Loads, BLC 2: NEW DL Node Number Global X Global Y -Moment --:-----. ---· -----------(K) ------------------(K) -_------------------(K-ft)---- 1 0.000 -4.080 0.000 4 0. 000 -4. 690 0. 000 7 0.000 -4.540 0.000 10 0. 000 -4. 560 0. 000 13 0.000 -5.130 0.000 lq 0.000 -5.130 0.000 19 0.000 -5.130 0.000 . Nodal toads; BLC 3: NEW_ LL -----------------------------------------------------------------------------Node Number Global X Global Y Moment . -----------------------(K)------------------(K)------------------(K-ft)---- 1 0. 000 -3. 260 0. 000 4 0.000 -3.260 0.000 7 0.000 -3.260 0.000 10 0.000 -3.650 0.000 13 0.000 -1.030 0.000 16 0.000 -4.030 0.000 19 0.000· -4.030 0.000 -------------------------------------------------------------------------- Load Combination No. Description Self Wt BLC BLC BLC BLC BLC W E Dir Fae Fae Fae Fae Fae Fae DYNA s v -------------------, --------------------------------------------------------1 ORIG ';t'L 2 NEW P + L y 0 y 0 1 1 2 1 3 1 R2H Engineering, Inc. RISA-2D (R) Vers.ion 3. 03 J b at;J(d) 0 ----'----','---',--- 11545 w. Bernardo Court, #300 fu) ·san Oiego, CA 92127 GS Line 7, D to G Page_-'~---'-4' __ Date ___ _ ~ l· ============== -· =========-= -========= -========== -======================== ·=== Dynamic Analysis Data Number of modes (frequencies) Basic Load Case for masses BLC mass direction of action Acceleration of Gravity 3 None X only 32.20 ft/sec**2 Load Combination is 2 : NEW D + L Nodal Displacements ---------------.---------· --------------.------------------------------.--- Node Global x Global Y Rotation --------------------(in)-----------------(in)----------------(rad)--------- 1 -0.00000 -0.00000 -0.00751 2 -0.00690 -0.28526 -0.00747 3 -0.29528 -0.28524 -0.00714 4 -0.01562 -0.63071 -0.00669 5 -0.25595 -0.92058 -0.00556 6 -0.04208 -0 .. 92060 -0.00547 .7 -0.06855 -1.15058 -0.00393 8 -0.18945 -1.29449 -0.00214 9 -0,10450 -1.29451 -0. 00217· 10 -0.14046 -1.35706 -0.00028 11 -0.11219 :..1.32078 0.00160 12 -0.17748 -1.32081 0.00164. 13 -0. 214.51 -1.20075 0.00349 14 -0.04142 -0.98786 0.00531 15 -0.24346 -0.98787 0.00522 16 -0.27241 -0.70951 0.00635 17 0.00356 -0.36756 0.00694 18 -0.28370 -0.36759 0.00734 19 -0.29495 -0.00000 0.00766 Load Combination is 2 .. NEW D + L Reactions ----------------------------------------------------------------------------. . Node· -Global X · ·· ·-· -·---Global Y Moment ---------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 28.21089 0.00000 19 0.00000 30.56911 0.00000 Totals 0.00000 58.78000 0.00000 RISA-2b (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court,·#300 San Diego, CA 92127 GS Line 7, D to G Job qbt~ Page i:&5 Date. ___ _ ------------------·----------------------------------------' . Load Combination is 2 : NEW D + L Member End Forc·es ---,------------------------------------------------------------------------ Nodes ---------I-End---------========== J-End ========== No I J Axial Shear Moment Axial Shear . Moment --~-------------(K)--------(K)---~--(K--ft)-------(K)--------(K)------(K-ft)-- 1 2 -3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2·0 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1.-2 2-4 4-6 6-7 7-9 9-:1,.0 10-12 12-13 13-15 15-16 16-18 18-19 3-5 5-8 8-11 11-14 14-17 1-3. 2-3 3-4 4-5 5-6 5-7 7-8 8-9 8-10 10-;11 11-12 11-1~ 13-14 14-15 · 14---16 16-17 17-18 17-19 18.69 18.69 56.76 56.76 77.12 77.12 79.41 79.41 62.09 62. 09 't't.., 24. 22 . 24.lL,___ -42.18 -71.31 -82.86 -75.89 et.- -48.23 ~vi -28 :-0·1- o·. os w") 31.37 1.,1Jt -19.48 0.06 l-\Jj 19.43 'i}Jl! -7.76 vW';I 0.06 ·w 7 7. 67- \\l to 4.61 0.06 V ft, -4. 70 Uv1 18 .42 0.03 wA--18 .47 w17 32. 06 0.05 wl---32. 22 Load Combination is 2 AISC Code Checks 0.00 0.05 -0.02 0.04 -0.02 0.04 -0.03 0.03 -0.04 -0. 0.1 -0.13 -0.07 0. 03 0.01 0.00 -0.00 -0.04 -0.00 0.00 -0.00 0.00 0.00 -0.G0 -0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0. 05 .·. 0.01 0.08 0.02 NEW D + L -0.00 -0.01 -0.22 -0.15 -0.32 -0.22 -0.36 -0.22 -0.34 -0.19 -0.40 -0.19 0.00 -0.24 -0.28 -0.29 · -0 .28 0.00 0.00 0.00 0.00 0.00 0.00 0. 00- 0 .. 00 0.00 0.00 0.00 d.00 0.00 0.00 0.00 0.00 o.oo 0.00 -18.69 -18.69 -56.76 -56.76 -77.12 -77.12 -79.41 -79.41 -62.09 -62.09 -24.22 -24.14 42.18 71.31 82.86 75.89 48.23 28.01 -0.05 -31.37 19.48 -0.06 -19.43 7.76 -0.06 -7.67 -4.61 -0.06 4.70 -18.42 -0.03 18.47 -32.06 -0.05 32.22 -0.00 -0.05 0 .-02 -0.04 0.02 -0.04 0.03 -0.03 0.04 0.01 0.13 0.07 -0.03 -0.01 -0.00 0.00 0.04 0.00 0.00 0.00 -0.00 0.00 0.00 0 .. oo 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 -0.05 -0.01 -0.08 -0.02 0.01 0.22 0.15 0.32 0 ·.22 O·. 36 0.22 0.34 0.19 0.16 -0.10 -0.10 0.24 0.28 0.29 0.28 -0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.03 0.30 0.10 ----------------------------------------' --. --------------------------------- t · No 1 Nodes I J Maximum 1-2 0. 2·112 0 0.2757 Member Quarter Points 1/4 1/2 3/4 0.2761 0.2765 0.2768 L 0.2772 Shear 0.0002 R2H Engineering, Inc. ~l BY---"--....._11__.VJ __ _ PROJECT 1 tzl'-'1 -·~ I suBJEcT G1'20e12.-G7 1; L,iblE. 0 n Q I '?P . t'.b1 eo~.a. i_ ' I JOB No._9_,__/6=-'-! (o=o.,___ DATE __ ~_~_1._--~,_8_ SHEET '5b OF i ; .---~~i~-~-~1-~ ____ _,!_ . I ! 1 i i I ! I , ' ! I ! ! · 1 1 . i· I · , , I . . : , , : : I : • · . 1 l . · ,_' -+-I ...,___! ___ I __________ 1, .__ ______________________ 1 ___ ~-:_ .e1 ____ P.'?,.:_·_·_1 -·-~ __ f:_;, __ , , .1.:.E~_,._: _:_. -l-----1---i.-,..__1 _, ' ; __ ._1 _____ -'-+'--.,........,-------t----,--;-+-,-+-i-'-1 ! I ! i J i ! I ' i I ' ; I l. j i I I I . I ' I i I ' i I . . . ,· i . ' . I ; : i . ; . i . . I I I : . ' I;; i l '. I . : . ! .. , ''"'.. ! . I ! I Ii: I __ j __ : : --?--.. --: . . ·---· .• ; . ·---.. ·-. l-·--;-;--.. -·· ·---;-t_ --.... -·· ~--Li ' I ' ,-, -·--~-,i--~~_I ; ··; J=; -:--;--:--,----·--------,-. -:·1' :·--··-,--.-----. -I-' h j-t-,--;~F-:-,----· ;-L7--~--.-~-f-~ ; ·-.---j l-1-+-R ~I-LL0J .. : ---i----~_,_i_,_J ___ .L ·:_, __ L, ________ µ~LLO=!~i .. L'.... __ : ___ tJ _ _j_j_j_,-i-i "i -. , ! ! q+l=l- t -,-t-:--r-rrr~ ··-1 · , r :·-:-··-,--------j-:·-:-Ji7--i -, I · : l-n-H-n---r-:-·i-,i-1-!-11 ~----~~-------1--I I i i . ' ; ·-------; . I ---.-I I ·1 1 1 ~ ! -.... ,------r: ·------·, , 1 , 1 1 1 , i • 1 1 1 1 --+---~'-1............-·----------~·--C I : I I ; I I I i i i I I I ! I . I i: I: L I' I I I I -+---.. -,,-+,----+---~-~,--j-+-, I l!-1 -i-1 ; i I I I I I RISA-2D (R) Version 3.03 R2H Engineering, Inc. Job '78tl.on Page 51 11545 W. Bernardo Court, #300 San Diego, CA 92127 Date. ____ _ G7B Line 6 B to D -----------------------------------------. ___ ----------------------------.-- Units Option AISC Code Checks US Standard 9th Edition ASD Shear Deformation: No P-Delta Effects Redesign Edge Fo·rces A.$.I.F. No No No 1.333 -------,------------------------------------------------------------------ Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft)--------(tt)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.00 2.57 R · R 0.00 2 4.92 2.57 0.00 3 4.92 0.00 0.00 4 7.92 2.57 0.00 5 9.92 0.00 0.00 6 11.~2 2.57 0.00 7 13.92 0.00 0.00 e 15_92 2.57 o.oo 9 17.92 0.00 0.00 10 i9.92 2.57 O.Ob 11 22.92 0.00 0.00 12 22.92 2.57 0.00 13 28.50 2.57 R 0.00 ---------------------·--------------------------------------------------Material · Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------------------{F)--------(K/ft3)------(Ksi)---- TC 29000.00 0.30000 0.65000 0.490 36.000 BC · 29000. 00 · · 0. 3000_0 -0 .65000 0 A90 36. 000 W 29000.00 0.30000. 0.65000 0.490 36.000 Section Database Matl. Area. Moment of As Label Sh.ape Set Inertia Coef y/y ----------------------------.--.--(inA2)--------(inA4)----------------- TC LL3X3X5 TC 3.55 3.020 1.20 BC LL3X3X5 TC 3.55 3.020 1.20 W LL3X3X5 TC 3.55 3.020 1.20 fB . I t_ , RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 Sap Diego, CA 92127 G7B Line 6 B to D J ob_1....,,,h,,,....;--I '°-=-O- P age_'5-=-=b __ Date ___ _ ======='===-========================. ========-=====================---===---- ------------------·-----------------------· -------------------------------I J I Releases J End Offsets No Node Node Secti.on xy z xy z Sec Sway I J Length -----------------------. ---------------------------(in)----{in)-.----(ft) 1 1 -2 TC 4.92 2 2 -4 TC 3.00 3 4 -6 TC 4.00 4 6 '-· 8 TC . 4. 00 5 8 10 TC 4.0-0 6 10 12 TC 3.00 7 12 -13 TC s .·ss 8 3 -5 BC 5.00 9 5 -7 BC 4.00 10 7 -9 BC 4.00 .11 9 -11 BC 5.00 12 1 3 w 1 1 5.55 13 2 -3 w 1 1 2.57 14 3 -4 w 1 1 3.95 1.5 4 -5 w 1 1 3.26 16 5 -6 w ·1 1 3.26 17 6 -7 w 1 1 3.26 18 7 ...; 8 w .1 1 . 3.26 19 8 9 w l 1 3.26 20 9 10 w 1 1 3.26 21 10 -11 w 1 1 3.95 22 11 -12 w 1 1 2.57 23 11 -13 w 6.14 ------.-----------------------------------· ------------------------------I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb -------------------(ft)-----(ft)-----(ft)---------------------------------- :1. 1 -2 2 2 -·4 3 4 -6 4 6 -8 5 8 10 6 10 -. 12 -----.. 7 12 -13 8 3 -5 9 5 -7 10 7 -9 11 9 -il . 12 l -3 13 2 3 :J.4 3 -4 15 4 -5 16 · 5 .a. 6 17 6 -7 ~-------·-----·--------·- • RISA-2D (R) Version 3 .·03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G7B Line 6 B to D Job CJ.2,t~o Page t:;"{ Date. ____ _ ========. ================= ·====·====-=============-=======-==============--- ---------------------------------------------------------------------------I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb - -------------------(ft)-----(ft)-----(ft)-.-------------------------------- 18 7 8 19 8 -· ~ 20 9 -10 21 10 11 22 11 12 23 11--13 ----------------·,--~ ---~---"-'----'--.c-------'-----·"--'-· ------· --·~· ---~-- ~ . ~ w -----------------------------' ---------·-------------------------------------- BLC No.· Basic Load Case Description Load Totals Nodal Point Dist.~ ------------------------------------------------------------------------- 1. ORIG TL 4 2 NEW DL 4 3 NEW LL 4 Nodal Loads, BLC 1: ORIG TL ------------------------------------------------------------------------Node Number Global X Global Y Moment -----------------------{K)--. --------~ ----(K)------------------(K-ft)---- . 4 0.000 -8.850 0.000 6 0.000 -6.640 0.000 10 0.000 -8.850 0.000 13 0.000 -8.850 0.000 Nodal Loads, BLC 2} NEW DL --------------------------------------------------------~-----------.---· Node . . Number Global X Global Y Moment -----------------------(K}-------------~ ---(K)------------------(K-ft)---- 4 0.000 -5.260 . 0.000 6 0.000 -3.700 0.000 10 0.000 -5.070 0.000 13 o. ooo· -5. 740 o. ooo Nodal Loads, BLC 3: NEW LL Node Number Global X Global Y Moment ----------------------(K)-:-----~----------tK)------------------(K-ft)---- . 4 0. 000 . -3. 930 0. 000 6 0.000 -2.950 0.000 10 0.000 -3.930 0.000 13 0. 000 -3. 930 0. 000 ~ ~-· RISA-2D (R} Version 3.03 R2H Engine~ring, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G7B Line 6 B to D Job Cf~U • .qa Page__,;aG;;;_.;...f __ _ Date ____ _ ==== ========= =========== =~•==== ====== == ==============--------------- ---------------------------------·-----------------------·------------------ Load Combination No. Description Self Wt BLC BLC BLC BLC BLC Dir Fae Fae Fae Fae Fae Fae W E DYNA S V -------------------------------------·. -----------------------------------1 ORIG TL 2 NEW D+L Dynamic Jmalysis Data y 0 y 0 Number of modes (frequencies} Basic Load Case for masses BLC mas$ direction of action Acceleration of Gravity 1 1 2 1 Load Combination is 1 : ORIG TL Nodal Displacements . ' 3 1 3 None X only 32.20 ft/sec**2 -----------------------------------------------------------------------------. . Node Global X Global Y Rotation ------------------(in)----------·----{in}----------------(rad)--------- 1 0.00000 -0.00000 -0.00413 2 -0.01414 -0.22874 -0.00337 3 -0.09918 -0.22874 -0.00286 4 -0.02276 -0.33191 -0.00231 5 -0.01608 -0.37584 -0.00163 6 -0.04270 -0.40431 -0.00071 7 -0.05465 -0.41207 -0.00000 8 -0.06321 -0 .40386 0.00064 9 -0.03507 -0.38038 0.00134 10 -0.08184; -0.34241 0.00200 11 -0.01295 -0.24958 0.00297 12 -0.09046 -0.24957 0.00312 i3 -0.10650 -0.00000 0.00398 Load Combination is 1 : ORIG TL Reac-tions ---------------------------------------------------------------------------- Node Global X Global Y · Moment --------------------(K}------------------(K)---------------{K-ft)--------- 1 -0.00000 12.91780 0.00000 13 0. 00000 20. 27221 0. 00000 To~als -0.00000 33.19000 0.00000 _ RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 f$ San Diego, CA 92127 G7B Line 6.B to D Job 52;,w Page Go-Z Date _____ _ A V L ---------------------------------------------------------------------------- Load Combination is 1 : ORIG TL Member End Forces ----------------------------------------------------------------------------Nodes ======== ··= I-End ========== ========== J-End ========== No t J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)----~--(K)---~----(K)------(K-ft)-- 1 1-2 24.66 · 0.04 -0.00 -24.66 -0.04 0.19 2 2-4 24.66 0.02 -0.t9 -24~66 -0.02 0.~4 3 4-6 42.76 -0.00 -0.24 -42.76 0.00 0.24 4 ·6-·8 43.98 -0.02 -0.24 ·-43.98 0.02 0.11 I 5 8-10 39.97 0.02 -0.17 -39.97 -0.02 0 .. 25 6 10--12 24.65 -0.01 -0.25 -24.65 .0.01 0.21 7 12-13 24.65 -0.04 -0.21 -24.65 0.04 -0.02 8 3 -5 -3 9 . 6 4 0 . 0 6 -0 . O'O 3 9 . 6 4 -0 . 0 6 0 . 3 0 9 5-7 -45.95 -0.03 -0.30 45.95 0.03 0.19 10 7-9 -41.99 0.01 -0.19 41.99 -0.01 0.22 11 9-11 -37.96 -0.01 -0.22 37.96 0.01 0.18 12 1-3 -27.92 o.oo 0.00 27.82 -0.00 0.00 13 2-3 -0.02 0.00 0.00 0.02 0.00 -0.00 14 3-4 19.73 --0.0-0 0.00 -19.73 0.00 0.00 15 4-5 --5.08 -0.00 0.00 5.08 0.00 0.00 16 5-6 5.19 -0.00 0.00 -5.19 0.00 0.00 17 6-7 3.20 -0.00 0.00 -3.20 0.00 0.00 18 7-8 -3.24 0.00 0.00 3.24 -0.00 0.00 19. 8-9 3.29 0.00 0.00 -3.29 -0.00 Q.00 20 9-10 -3.28 0.00 0.00 3.28 .-0.00 0.00 21 10-11 17.53 O.QO 0.00 -17.53 -0.00 0.00 22 11-12 -0.03 0.00 0.00 0.03 0.00 0.00 23 11-13 -27.15 -0.03 -0.18 27.15 0.03 0.02 Load Combination is 1 AISC Code Checks ORIG TL --------------------------------------------------------------------------Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ----------------------------------------------------------------------------1 1-2 0. 42'96 0.4077 0.4131 0.4186 0.4241 0.4296 0.0014 2 2-4· 0.3984 · .. 0. 3893 0.3916 o. 393-0 0.3961 0.3984 0.0007 3 4-6 0.7127 0.7127 0.7126 0.7125 0.7125 0.7124 0.0000 4 6-8 0.7256 0.1256 0.7222 0.7188 0.7154 0.7120 0.0007 5 8-10 0.6626 0.6489 0.6523 0.6558 0.6592 0.6626 0.0007 6 10-12 0 .3999 0.3999 0.3984 0.3969 0.3954 0.3939 0.0005 7 12-13 0.4542 0.4542 0.4475 0.4407 0.4339 0.4359 0.0015 8 3-5 0.6352 0.5170 0.5466 0.5761 0. 605'7 0.6352 0.0022 9 5-7 0.7174 0.7174 0.7069 0.6964 0.6858 0.6753 0.0010 10 7-9 0.6322 0.6237 0.6258 0.6279 0.6300 0.6322 0.0002 11 9-11 0.5796 0.5796 0.5760 0.5725 0.5690 0.5654 0.0003 12 1-3 0.3628 0. 3.628 0. 3628 0.3628 0.3628 0.3628 0.0000 13 2-3 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0000 IA w t. '---- RISA.,.2D' (R) Version 3. 03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 Sart Diego, CA 92127 G7B Line 6 B to D Job Cfb\~D Page G,b Date ___ _ ---------------------------------------------------------------------.------ ----------------------------------------------------------------------------Nodes Mernbez-Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ----------------------------------------------------------------------------14 3-4 0.3050 0.3050 0 .3050 0.3050 0.3050 0.3050 0. 0000 . 15 4-5 0.0662 0.0662 0 .-0662 0.0662 0.0662 0.0662 0.0000 16 5-6 0.0769 0.0769 0.0769 0.0769 0.0769 · 0. 0769 0.0000 17 6-7 0.0475 0.0475 0.0475 0.0475 0.0475 0.0475 o·. 0000 18 7-8 0.0423 0.0423 0.0423 0.0423 0.0423 0.0423 0.000D 19 8-·9 0.0488 0.0488 0.0488 0.0488 0.0488 0.0488 0.0000 20 9-10 0.0427 0.0427 Q.0427 0.0427 0.0427 0.0427 o~oono 21 10-11 0.2709 o·. 2109 0.2709 0.2709 0.2709 0.2709 0.0000 22 11-12 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0000 23 11-13 0.4245 0.4245 0.4090 0.3935 0.3780 0.3625 0.0010 A V RISA-2D {R) Version 3.03 R2H .Engineerirtg, Inc. 11.545 W. Bernardo Court, #30.0 San Diego, CA 92127 G7B Line 6 B to D Job_ ...... 9£>_1_,.t.,..._o _ Page ___ u_~----- Da te ___ _ ==============================================================-------------- Units Option AISC Code Checks US Standard 9th Edition ASD Shear Deformation: No i?-De;Lta Effects Redesign. Edge Forces A.S.I.F. No No No 1.;333 -------------------------------------------------------------------------Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof . Rotation Temp. -----------(ft)--------(ft)------(in,K/in)----(in,K/in)---(r~K-ft/r)-----(F)- 1 0.00 2.57 R R 0.00 2 4.92 2.57 0.00 3 4.92 o.oo 0.00 4 7.92 2.57' 0.00 5 9.92 0.00 0.00 6 11.92 2.57 0.00 7 13.92 o.oo· o.oo 8 15.92 2.57 0.00 9 17.92 0.00 0.00 10 19.92 2.57 0.00 11 22.92 0.00 0.00 12 22.92 2.57 0.00 13 28.50 2.57 R 0.00 ------------------------------------------------------~-------------------- Material · Elastic Poisson's Thermal Weight Yield Stress Label Modulus . Ratio Coefficient · Density (Fy) ~--------------(Ksi)-----------------~-----{F)--------{K/ft3)------(Ksi)---- TC 29000.00 0.30000 0.65000 0.490 36.000 BC 29000.00 0.30000 · ··0.65000. -0.490 36;000 W 29000.00 0.30000 0.65000 0.490 36.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef ------------------------------------.-(inA2)---------{inA4)----------------- TC LL3X3X5 . TC 3.55 3.020 1.20 BC LL3X3X5 TC 3.55 3.020 1.20 W LL3X3X5 TC 3.55 3.020 1.20 e . - . • t_ RISA-2D {R} Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G7B Line 6 B to D Job_q.__h--;.,..l G:!;;;.a,;.v_ Page_G,_S __ Date ___ _ ====== ~================= ==========.===================================. -= ------------------------------------------, ---------------------------------I J I Releases J End Offsets No Node Node Section xy z xy z Sec Sway I J Length -------------------------------~--------------------(in)-----(in)------(ft) 1 1 -2 TC 4.92 2 2 -4 TC 3.00 3 4 -6 TC 4.00 4 6 -8 TC 4.00 5 8 -10 TC 4.00 6 10· -12 TC 3-.00 7 12 -13 TC 5.58 8 3 -5 BC 5.00 9 5 -7 BC 4.00 10 7 -9 ,BC 4.00 11 9 -11 BC 5.00 12 1 -3 w 1 1 5.55 13 2 -3 w 1 1 2.57 14 3 -4 w 1 1 3.95 15 4 .,. 5 w 1-1 3.26 16 5 .,. 6 w 1 1 3.26 17 6 .... 7 w 1 ·· 1 3.26 18 7 -8 w ·1 1 3. 26" 19 8 -9 w 1 1 3.26 20 9 10 w 1 1 3.26 21 1.0 11 w 1 1 3.95 22 11 -12 w 1 1 2.57 23 11 -13 w 6.14 I J Unbraced Lengths K Factors Bending Coefs. No Node Node Lb-in Lb-out Le In Out Cm Cb -----------------(ft)-. ---(ft)-----(ft)--------------------------------- 1 1 2 .2 2 4 3 4 -6 4 6 -8 5 8 -10 6 10 12 7 12 -13 8 3 -5 9 5 -7 10 7 9 11 9 -11 12 1 -3 13 2 -3 14 3 -4 15 4 -5 16 5 -6 .17 6 -7 RISA-2D (R) Version 3.03 R2H Engineering, Jnc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 G7B Line 6 B to D Job qht'='o Page l,tq Date ___ _ -----~--------------------------------·--------------------==---========= .== ---------------------.------------------------------------------------------I J · Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Le In Out Cm Cb -------------------(ft)-----(ft)----(ft}-------------·-------------------- 18 7 -8 19 8 -9 20 9 -10 21 10 -11 22 11 -12 23 11 ._ 13 ------------------------------------------------------------------------BLC No . Basic Load Case Description Load Totals Nodal Point Dist. . --. ----------------------------------------------------------------------1 ORIG TL 4 2 NEW DL 4 3. NEW LL 4 Nodal Loads, BLC 1: ORIG TL Node Number Global X Global Y Moment -----------------------{K)----------------(K)------------------(K-ft)---- 4 0.000 -8.850 0.000 6 0.000 -6.640 0.000 .10 0.000 -8.850 0.000 13 0. 000 -8. 850 0. 000 Nodal Loads, BLC 2: NEW DL -·--------------------------------------------------------------------------Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 4 0.000 -5.260 0.000 6 0. 000 -3. 700 0. 000 10 0.000 -5.070 0.000 13 0. 000 -5. 740 0. 000 Nodal Loads·, BLC 3 : NEW LL . ---· ---------------------------------------------------------------------- Node Number Global X Global Y Moment ---------------· --------(K)----------------(K)------------------(K-ft)---- 4 0.000 -3.930 0.000 6 0.000 -2.950 0.000 10 0.000 -3.930 0.000 13 0. 000 -3. 930 0. 000 A ., L RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #3·00 San Diego, CA 92127 G7B Line 6 B to D Job._Cf.._t....;_H..:;..:cZ) ___ _ Page--'Gr:;._iJ __ Date ___ _ =======-===---==--===========--===-==--------------------------------------- --------------------------·------------------------------------------------Load Combination No. pescription Self Wt BLC BLC BLC BLC BLC W E Dir Fae Fae Fae Fae Fae Fae DYNA s v --------------------------------------------------------------------------1 ORIG TL 2 NEW D+L ·Dynamic Analysis Data y 0 y 0 N~mber of modes (frequencies) Basic Load Case for.masses BLC mass direction of action Acceleration of Gravity 1 1 2 1 Load Combination is 2 : NEW D-i-L Nodal Displacemen~s 3 1 3 None X only 32.20 ft/sec**2 ---------------------------------------------------------------------------- Node Global X Global Y Rotation ------------·--------(in)----------------(in)----------------(rad)----· ---- 1· 0.00000 . -0.00000 -0.00421 2 -0.01447 -0.23344 -0.00344 3 -0.10117 -0.23344 -0.00292 4 -0.02329 -0.33864 -0.00235 5 -0. 077!;5.3 -0. 38327 -0. 00165 6 -0.04363 -0.41213 -0.00071 7 -0.05572 -0.41996 0.00000 8 -0.06451 -0.41152 0.00066 9 --0.03578. -0.38755 0.00137 10 -0.08348 -0.34&82 0.00204 11 -0.01327 -0.25423 0.00302 12 -0.09226 -0.25422 0.00318 13 -0.10857 -0.00000 0.004b5 Load Combination is 2: NEW D+L Reactions ------------------------------------· --------------------------------------- Node Global X Global Y Moment --------------------(K)---------------·--(K)---------------(K-ft)--------- 1 -0.00000 13.21429 0.00000 13 0.00000 21.29571 0.00000 Totals -0.00000 34.51000 0.00000 (:::1: . . RISA-2D (R) Version 3.03 R2H Engineering, Inc. J.1545 w. Bernardo Court, #300 San Diego, ~-92127 G7B Line 6 B·to D Job Cfbt(po Page Cs,b Date ___ _ ========== ===============================·================================= Loao Combination is 2 : NEW D+L Member End Forces Nodes =======·=I-End·======== ========== J"End ========== No I J Axial Shear Moment Axial Shear Moment -----------~---(K)----~---(K)------(K-ft)-------(K)~-------(K)------(K-ft)-- 1 1-2 25.22 0.04 0.00 -25.22 -0.04 0.19 2 2-4 25.22 0.02 -0.19 -25.22 ·-0 .. 02 0 . .25 3 4-6 43. 64. -0.00 -0.25 -43.64 0.00 0.25 4 6-8 44.79 -0.02 -0.25 -44.79 0.02 0-.17 5 8-10 40. 69 ,.~ 0.02 -0.17 -40.69 -0.02 0.25 6 10-12 25.09 -0.01 -0.25 -25.09 0.01 0.21 7 12-13 25.09 -0.04 -0.21 -25.09 0.04 -0.02 8 3-.5 -4~ 0.06 0.00 40.55 -0.06 0.31 9 5-7 -46.79 -0.03 -0.31 46.79 0.03 0.20 10 7-9 -42.75 0C.. 0.01 -0.20 42.75 -0.01 0.22 11 9-11 ~38.64 _, -0.01 ..,o .22 38.64 0.01 0.18 ----~~·.....-..,...---------------~'?.. TI 1-3 -28 .46 0.00 0.00 28.46 -0.00 0.00 13 2~ 3 -0.02 0.00 0.00 0.02 0.00 0.00 vJ"-i 14 3 ... 4 20.19 -0.00 0.00 -20.19 0.00 0.00 ~li-15 4-5 -5 . 0 2 ,µe;') -0.00 o .. 00 5.02 0.00 0.00 .,~ 16 5-6 5.14 -0.00 0.00 -5.14 0.00 0.00 wit 1 7 6-7 3.27 -0.00 0.00 -3.27 0 .0.0 0.00 wv 1-8 7-8 -3.31 0.00 0.00 3.31 -0.00 0.00 . i/\J e, 19 8-9 3.36 0.00 0.00 -3.36 -0.00 0.00 w ~ 20. 9-10 -3.34 o.oo 0.00 3.34 -0.00 0.00 """? 21 10-11 17.84 0.00 0.00 -17.84 -0.00 0.00 22 11-12 -0.03 0.00 0.00 0.03 0.00 0.00 'N 'V 23 11-13 -27.63 -Q.03 -0.18 27.63 0.03 0.02 Load Combination is 2 NEW D+L AISC Code Checks ------------------------·------------·---------------------------------Nodes Member Quarter Points No I J Maximum 0 J./4 1/2 3/4 L Shear ____________________________ , ·---------------------------------------------- 1 1-2 0.4396 0.4170 ·O .4227 0.4283 0.4339 0.4396 0.0014 ~ 2-4 0.4077 0: 3982 . ·o.4006 0 ~4030 0.4053 0.4077 0.0008 3 4..,. 6 0.1216 0.7276 0.7274 0.7271 0.7269 0.7266 0.0000 4 ·6-8 0.7390 0.7390 0.7355 0.7321 0.7287 0.7253 ·O. 0007 5 8-10 0.6747 0.6608 0.6643 0.6678 0.6712 0.6747 0.0007 6 10-12 0.4071 0.4071 0.4056 0.4040 0.4025 0.4009 0.0005 7. 12-13 0.462.5 0.4625 0.4555 0.4486 0.4417 0.4438 0.0016 8 3-5 0.6497 0.5289 0.5591 0.5893 0.6195 0.6497 0.0023 9 5-7 0.7310 0.7310 0.7201 0.7092 0.6983 0.6874 0.0010 (~ 10 7-9 0.6436 0.6348 0.6370 0.6392 0.6414 0.6436 0.0002 11 9-11 0.5900 0.5900 0.5863 0.5827 0.5791 0.5755 0.0003 12 1-3 0.3711 0.3711 0.3711 0.3711 0.3711' 0.3711 0.0000 13 2-3 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0000 ;.-_r._ .. "'·:, ,, . .-... ----·-----~--"-------~= RISA-2D (R) Version 3.03 R2H E~gineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G7B Line 6 B to D ... --. -·-. -.. •." .. --. Job 98 ll.«J Page G, S Date. ___ _ ---.-=--= ---------------------------------=----;-----------=---==----------- ----------------------------------------------------------------------------Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ----------------------------------------------------------------------------14 3 :-4 0.3120 0.3120 0.3120 0.3120 0 .• 3120 0.3120 0.0000 15 4-5 0~0655 0.0655 0.0655 0.0655 0.0655 0.0655 0.0000 16 5-6 0.0762 0.0762 0.0762 0.0762 0.0762 0.0762 -0.0000 17 6-.7 0.0485 o-. 0485 0.0485 0.0485 Q.0485 0.0485 0.0000 18 7-8 0.0432 0.0432 0.0432 0.0432 0.0432 0. 043_2 0.0000 19 9.:.. 9 0.0498 0.0498 0.0498 0.0498 0.0498 0.0498 0.0000 20 9-10 0.0436 0.0436 0.0436 0.0436 0.0436 0.0436 0.0000 21 10-11 0.2757 0.2757 0.2757 -0 .2757 0.2757 0 .2757 · 0.0000 22 11-12 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0000 23· 11-13 0.4320 0. 432-0 0.4163 0.4005 0.3847 0.3690 0.0010 R2H Engineering, Inc. 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Clnlrul aox S:06 • • . • . . . . .. -1:-1 11eon e: Com•r oi Cul'IIIIY MArL -~ulQrJ,11 NEC -111,11wir1111 E!ec:rc.a, C::t• Rec·o -116Cm11u,1 NOT:· C!o;,,r.mc•I IT'usr Cir m,1m1a1rnJU tu c11vtnt ,e.:uouuhnn ul ,m ~rem o~ld0t,r'1;in :IJSCIT.~1'91t. ', .. '-A' - I ;.TrC:it -1 :lli l/4. j f.f l/4. <17•.~l . Cl''!CH.&L ~v (~3J.il 11 AIM ~Nl"4 I ~ ---~ , 1--1'1 I «I 11,· I · I 00'4.Jl :l ;/~ I I . I Yh---- 1 ~ym_ L.;::z:~y = , ... ,,.a,J ?'f.LA "':}I •ftT>f ;'Cr 2,;)j ., ~ l. I:!' (104.ll u:~,e_!,f~: ' . l:,;:~r · /· •I • • i • 4/ ~.T '(·~ 1 11.-,s·-'-10 11c·.J...._,, i,t•_,..l., ,. 115• Ul.ll C273.0l C4Ui 11 ("21!1,0l l I '· . , r,,--, ! 1 ~Ill·--134 t> ·-,, •• ..,;,· ti~ :; ~.4 :H ;u~r.a:- '4"'4 • I 11/!&0 <+2.il \, I l1/l5" u2.11 . . CERTIFICATE OF COMPLIANCE · Part 1 ot 3 . MECH-1 PROJECT NAME DATE SJ='f 8 I I qq8 PROJECT ADDRESS 8, f C/CJ $ BUILDING C.ONDITIONED FLOOR AREA BUllDING TYPE NONRC:SIDENTIAL D HIGH RISE RESID~NTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION .o NEWCONSTRUCTION D ADDITION ALTERATION D UNCONDITIONED (File Affadavit) METHOD Of MECHANICAL COM f3. PRESCRIPTIVE O PERFORMAN<?E PREVIOUS ENVELOPF.. PEHMIT ____ , .. ,.' CJ 1,;NVELOPE. COMPLIANCE ATTACHED This Certificate of Compliance lists the building features and perlo1 nHinco spcdllc:illons noeded to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The document~tion preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Q. w~ DATE St:P t5, ,1'18 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction- documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical \ ~ requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. "-J Please check one: ~ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and thal I am a civil engineer, mechanical engineer, or architect. O I affirm that I am eligible.under the exemption_to Division 3 or the Business a11d Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. D PRINCIPAL MECHANICAL DESIGNER • NAME {,f(f:/'( e-l-cltrt6 /-( lndicat~ location on plans of Note Block for Mandat ......_ __ ____ For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submlttals. Parts 2 & 3 may be Incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for all submittals, but form does not have to be completed if location or mochanical equipement sch ule is Indicated on the form per Section 4.3.3. , · l/. ~-") '7 a MECH-4: Required for all submittals unless required outdoor ventilation rates and air1lOWG arc i.hown on pa 101f"l.-1.<i V t-{onra:.idential C-Omplance Form July 1995 CE.RTl'FICATE :.o·F 'COMPLIANCE .. . . . .. Part 2 of 3 MECH-1 .... ... . ·-·---~--. ~~-'. ·-··---··-· --~-------- PROJECT NAME I '? \ '? P\-W2.l'f\Ps C.,8 .. fi\ c.,ed.'7 -rv\-FZ-1-AN IN C SYSTEM FEATURES I MECHANICAL SYSTEMS ___ lsvs_TE_M_NA_M_e ____ ~J .___H-f'_-_"2-_o _ __.l I \4-P ~ \ -'1.-7 II.__ ____ ____, NOTE'TO ):=-:"Fieili·':,,- TIME CONTROL r-J )p. 7 SETBACK CONTROL r-l/p.. ,-./A ISOLATION ZONES r-J/A r.J/ A HEAT PUMP THERMOSTAT? y 'I ELECTRIC HEAT? y N FAN CONTROL rJ/A cv/A VAV MINIMUM POSITION CONTROL? N/A N/f'-. SIMULTANEOUS HEAT/COOL? y r' HEAT AND COOL SUPPLY RESET? r-J rJ ! .. , .. ~~., ...... _ ····.···-. ·:. .. :\('.:/:.t:'.:· VENTILATION e> e, OUTDOOR DM1PER CONTROi-? A ... ~ ........ .,, ... "·-r,--···--·· ... . ..... ............. ::-::'_-:'.,::_:·-: .. _ ECONOMIZER TYPE ,I rl =:· .. · OUTDOOR-AIR CFM ~<JO * ~.('1,( ··:··:\._}.:.'. .. _:-::. _: HEATING EQUIP. TYPE j HIGH EFFIC.? I I I ._-.: -:r.:-=.t. · MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.? I I I MAKE AND MODEL NUMBER / I CODE TABLES: Enter code from table below Into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes ELECTRIC HEAT? 0: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer 'B: DoU1 V:VFD VAV MINIMUM POSITION CONTROL 7 Y:Yes L. ............ -.. --...... ----·---·-·· 0: Other N:No . __ .... , ...... -..... ·---·-· -·-....... ,..~ .. --.. ~-SIMULTANEOUS HEAT/COOL? VENTILATION OllTOOOR DAMPF.II ECONOMIZER O.A. CFM "" ....... ~. HEAT AND COOL SUPPLY RESET? B: Air Balance A: Auto A: Alr Enter Outdoor Air C: Outside Air Cert. G: Gravity W: Water CFM. HIGH EFFICIENCY? M: Out. Air Measure N: Not Required Nots: This shall be no D: Demand Control less than Column G on N: Natural MECH-4. ., ( NonresidBntial Comp/i81106 Form · December 1991 CERTIFICATE OF COMPLIANCE · . Partsots. MECH-1 PROJECT NAME SYSTEM NAME DUCT TYPE (Supply Return, etc.) ·r+P · '2-() 5U~~ .. ·t\?·2-1 ' KG). 1. 'Z-.. ~ -'2-? I' 'r\-f" .1.4 " .. 1-"¼7· 'l.S ,. H-P· 7-Co ll \-\-{7·27 ,. 1-\-?, '2..0 SvfP~ H-f 'l,0·'1.1 ~n.rJ .. ,_ ... --·-· ~r-••-- DUCT LOCATION (Roof, Plenum, etc.) 'P\.6t-1Ut-\ II \\ 1' l'1 I\ II ,, ru, of ~I.Jr-\ -·~--" .. ""''""-, ..... _ i.---...i---... "i•~-........... , ... ~-.. - D~ DgJ 00 D0 D0 D~ O[R] D~ D~ ~D DD DD [] [] l ... ,~1 r··-J . ...... . DUCT INSULATION R-VALUE z.. \ 2· ( 2.-1 2.-\ '2. I 2. I 2.1 '2.J ~.? - PIPE INSULATION · · SYSTEM NAME • PIPE TYPE (Supply, Return. etc.) N/A , INSULATION REQUIRED? y N DD DD DD DD DD DD DD DD DD NOTES TO FIELD -For Building Department Use Only . Gt~!t'!;ii'.[,, ; j •... ... ·····~··-··········\ '.:t•.·l{l1ti7ti~,fi}r . ,•,: •, ' .. .. . i: -:· ·, ., •'·:·-·· .· : .':· -:-:. . . ·, .. :. Nonrvsldsntial Compli8/IC4i Fo,m NOTETO ··:;.FIELD:·.,' NQTETO. ·.: :.FIEU:f ···. ... : .. _··-·:-=,:.'.· ·::·.-=::·._::/.-.:--:: ... :' ':: .. :··: ···, .. .:::, ... :··.-.. .':·:_.· (, ~ " . ,! ' [ l i' I !' ,· i ' ' PROJECT NAME SYSTEM NAME NOTE: Provide ooe oopy of this loon for each mechanical system when using the Proscriptive Approach. FLOORI\REA "5o(p SIZING and EQUIPMENT SELECTION · : · . . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER 7/.p I ~TOTAL CFM (From MECH-4) -..... - WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF (Describe) (Describe) COOLING ~ ,_q_\_~ 12 70 l, Ca LB 5,-Z. , °( TOTALS 3. SELECTION: A. SAFETY/WARMUP FACTOR B. M~IMUM ADJUSTED LOAD (Totals from above X Safety/Warmup FL\O\(JI) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN FAN POWER CONSUMPTION : DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP .I.. '2.. "5 ~ ' NOTE: Include only Ian systems excooding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. MOTOR DRIVE OF FANS BX EX 746 / (C X D) (Supply Fans) TOTALS I I E?i·I TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G --------------'---------------.... ,.,. ·--·-·--,-· .. --...... ··--------------------1 DecemblK 1991 NonreskJQntial CcmplianC'1 Form ----··-····------------------' l ,,. SYSTEM NAME w-2\ NOTE: Provide one copy of this form for each mechanical system when using the Proscriptive Approoch. FLOOR AREA lloOO SIZING and EQUIPMENT SELECTION · · • . . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE COOLING ~ --q-,---i ~ • OUTDOOR, WET BULB TEMPERATURE 1Q.... • INDOOR, DRY BULB TEMPERATURE 74 2.SIZINQ: • VENTILATION LOAD TOTAL CFM (From MECH-4) 3. g • ENVELOPE LOAD ~, 3. • LIGHTING :S .WATTS/SF ( <,-1 • PEOPLE "· ~ ·# OF PEOPLE (From MECH-4) '2.. '2;> • MISC. EQUIPMENT -OTHER -OTHER ~. SELECTION: A. SAfETYM'ARMUP FACTOR 1------i Z. WATTS I SF (De1:c1lba) (Ooscrloo) B. M~l~UM ADJUSTED LOAD (Totals from above X SafetyM'armup Factor) C. INSTALLED EQUIPMENT CAPACITY \0.9 -... TOTALS I 7.., \o IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN _o_sf-O __ (_c.o_.r~~~---~-"~·---~· .. ·-·~·-·,,.,.-.M-..• __ ...,_ _K~ / Hr KBtu / Hr ,___ ___ .;..._ __________________ ,,:...,_~ .. ~ ...... , ......... _......,_,_,._.......,...,, ........ ~,---......... ~ FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP ?. z:s \+f '. NOTE: Include only Ian systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonres~ntial Complian~ Form @] EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X D) (Supply Fans) TOTALS I 11~.' TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G , ,' ' •' '"'•, 1 1 '• ," '-•t'. 'Gm~:.r,• ,,i,,f'• '1•"'1 ¥ '' J• ~· •' ,,..-,, •1' ' 'lo. ••. , I , , • ' , MECHANIQIL._.SJZI.N.G:.AND·FAN POWER . MECH-2 ,------;----------~------------·-···-·-···----·-··-----·--·-·---,----------, PROJECT NAME SYSTEM NAME NOTE: Provide one copy of this loon for each mechanical system when using the Proscriptive Approach. FLOOR AREA 1eoo SIZING and EQUIPMENT SELECTION # ' • • • 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZINQ: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER ,_-_'1_,_? _______ I :TOTAL CFM (From MECH-4) 1'3 WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF (Describe) (Describe) r--c_o_:_L_~N_G--1 I H~;G I 77- 71 §; '2.. Co\ "2.. 1§.4 3, '2 I '2. ~ - ....,.. B TOTALS I"', 4 3, SELECTION: A. SAFETY/WARMUP FACTOR B. M~l~UM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY g~ bij[id IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN U tJ \T~ 5\""l \,..J~ \N CA..Q-A,~-;-KBtu / Hr KBtu / Hr FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP -4 -Z..5 \4E' NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonrosid1mtjaf Comf)/ianC(I Form ~·-'--''" EFFICIENCY MOTOR DRIVE -~· -.,~,., ... _., __ ,. __ ~"'. NUMIJEA OF FANS .......... ~ PEAK WATTS BX EX 746 / (C X D) --· @] CFM (Supply Fans) TOTAL$ I 11~1 lOTAL FAN SYSTEM POWER DEMAND WATTS / CFM Col. F / Col. G l ,, PROJECT NAME SYSTEM NAME NOTE: Provide ooe copy of this loon for each mechanical system when using the Proscriptive Approach. FLOOR AREA '2.-1? SIZING and EQUIPMENT SELECTION · , . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT -OTHER • OTHER 3. SELECTION: A. SAF=ETY/WARMUP FACTOR TOTAL CFM (From MECH-4) WATTS/ SF # OF Pl:OPLE (From MHCH·4) WAT"lll I ElP (DGscrlll<i) (Describe) TOTALS f--c_o_~=L-:1~_G-----i I H~ ;a I ,2 Jo 3, g 5. \ 2-. ~ ?•4 , '1 - - I 'R I 7.., \ B. M~l~UM ADJUSTED LOAD (Totals from above X Sa!ety/Warmup Factor) ~l;,I ~ l7,(p C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP J-2-S \-W NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems Of 1.25 Watts/CFM for VAV systems. NonrsskifJnUaJ Complian~ Form @] : EFFICIENCY MOTOR DRIVE ----·•f'""1"1.,.,~h'---... KBtu / Hr KBtu / Hr rnJ NUMBER PEAK WATTS CFM OF FANS BX Ex 746 / (C X D) (Supply Fans) ,..,.Jo,~•--- ... -i,ol, ......... -~,...._,. TOTALS I I~ 1-.. ' TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col.F/Col.G II r ~I I PROJECT NAME SYSTEM NAME NOTE: Provide one copy of this foon for each mechanical system when uslng the Prescriptive Approach. DATE ?€:Pe, FLOOR AREA ':3.>1$7 SIZING and EQUIPMENT SELECTION . · . . 1. DE~IGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING • PEOPLE • MISC. EQUIPMENT ·OTHER • OTHER 'l:10 3 lb I -- 1---c_o q_oL_t_G--1 I H~NG I 7'2- 70 TOTAL CFM (From MECH-4) 5 4.8 WATTS/SF 3,7 # OF PEOPLE (From MECH-4) -4, '5 WATTS/SF l. '2.. (D11scrll.)fl) --B (D1uc1lb11) TOTALS 3. SELECTION: A. SAFETYNIARMUP FACTOR B. Mly(l~UM ADJUSTED LOAD (Totals from above X SafetyNlarmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP ' . ,< t-S H-f @] EFFICIENCY MOTOR DRIVE NUMBER OF FANS ----··· . ' .. ·-·---~-.... ' . ., ......... . __ __, ........,_,...,~··H\ ... _ KBtu / Hr KBtu / Hr PEAK WATTS CFM BX EX 746 / (C x D) (Supply Fans) ... NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed O.B· Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. TOTALS I l~:_1 _. TOTAL FAN SYSTEM POWER DEMAND WATTS / CFM Col. F / Col. G Nonresid9ntial Complian~ Form 09~1991 I, ,, I I PROJECT NAME SYSTEM NAME .. .,_,___ ·-· --,----------, DATE '?GP~, FLOOR AREA 564 NOTE: Provide one copy of this form for each mechanical system when using the Proscriptive Approach. SIZING and EQUIPMENT SELECTION · . . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER 3. SELECTION: A. SAFETYM'ARMUP FACTOR TOTAL CFM (From MECH-4) WArt fl I Of' # 01· fll'iOPLE (From MfiGH-4) WATTS/SF (Describe) (Describe)· TOTALS 1--c-~_o_L 1 _1N_G--1 I "; ;a I 7'2- 74 lo I . .tJ 3'2, q 5. -i. . 't ?·S --EB B. MAXl~UM ADJUSTED LOAD (Totals from above X SafetyM'armup Factor) I 11-1 II ~81 C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN {~ Pc.¥VIP ~)/\ICi cd)NAT'f) ~~/Hr KBtu/Hr FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP ~ '2,,S-\4:f -· NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonreskkmti8/ Comp/ian(;(I Fonn @] EFFICIENCY MOTOR DRIVE ~H, ......... , 1,_,._ • .,l._ .... ,,, ... ,,.,,, NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X 0) (Supply Fans) • ,.,, ~~ ... ,, ... \,N -.,_, - 'IOTALS i--I[~.' TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G l ,, t I • 1-:P"'."'."R:--OJ ___ E_cr_N_AM-,-E __ , ?-'--I 0 __ P ___ l+l¥L __ /V'<_:f\_C_6JTl_1_<A'L-__ s ____ ................ ___ ... ._ ............ ·-···-····----.1-l 0-A-TE_~ __ b_, ,_~_q_~----ll SYSTEM NAME ,\-+f,. 7,, '£... • I NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTllfATION ·, · ·. :,. I,:\ . ' .. '',:,,'I':,,," ,'' I :' ~~::, • '' ,'., ,.,' I•• . ~ [ID @] [ID [ID [Il (_gJ l!:1.l [I] QJ [K] AREA BASIS OCCUPANCY BASIS REQ'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) PER SF (BX Cl PEOPLE CE X 15) DORF) CFM CFM CFM AIR ,zoo 100 . \) fl>') s 1r IOS'" ioo 2..>? "\?1.-. 15'. V)'j ~ 1) 0r ,r~o ____ .__,,_, __ ........ -, ......... - 'i2? '() 6 .I) I ·c., .7~--, , •. ,. , ... .J .. ~--· I "?o ..... , . . ,,.,,,..,. .... _ .. ~ --2-'M I "2..0 .15" I ,, " ,.. . o) ,~ I~ l':J;o '2..\4 Zf,o . \( 12, 1-30 A:3 3 OC> 220 ~1 · \ f ('2-• <, 1 ( 2--\r o Z.1-l 6C/J . \) ~ . '1 ~ IP ~-,(.t\. 0 i1.i. S"<t .(S 0 .i Ct ~ ~/+, n· .. ,. ___ , ~ I, ........... ................. _ •..... ' ' ........ ~,,· ~-- . •, ... ... .......... ..-...... -., ... . .~.-... -... -... ........ .. ...•. ,.,~ .... ---·· · .. TOTALS (FOR MECH-2) I ,, I I "t-7'f I I I ~:;o I '! Minimum Ventilation Rate per Section 2·5321, Table 2·53F. / Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density, Must be greater than or equal to G, or use Transfer Air. 'l', If ZOOQ reheat or recool Is used, I must be less than or equal to H X 0.3, or lo!ls U)an or equnl lo D X 0.4, or loss than or equal to 300 CFM, r . ·I whichever Is larger. ......... ~ Must be less than or equal to I (if applicable), but no less than G, unless Trun!llor Air (K) Is usoo. Must be grea\Qr than or equal to (G -H), and, for VAY, greater than or equal to (G • J). Nonresidential Ccmp/ilJl)C6 Form c»cemw 1991 _ ... --·~ .. ~, I ' ;, • 31 b i PROJECT NAME . -. . ····-~---------, SYSTEM NAME NOTE: Provide one copy of this form for each mechanical system when using the Proscriptive Approach. FLOOR AREA 7~0 '· SIZING and EQUIPMENT SELECTION : · . ' . . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT • OTHER ·OTHER s. So - TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF (Doscrltxl) 1--c-~_o_L_;N_G--11 H~;G I 12 --ro z... "Z. B°I g I ·1 S.'3> ..... - TOTALS ss . ., 3. SELECTION: A. SAFETY/WARMUP FACTOR B. M~l~UM ADJUSTED LOAD (Totals from above X Safety/Warmup Fnctor) C. INSTALLED EQUIPMENT CAPACITY ~ -'34-.J s7. 'L IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN c~~ f\l~ ~ (:'._{$)-P<'..,t"T1j) KBtu / Hr KBtu / Hr FAN POWER CONSUMPTION DESIGN FAN O!;SCRIPTION BRAKE HP NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAY systems. @] EFFICIENCY MOTOR DRIVE -·--.... ~ ... 1..-,~,--.... -..,. .... ,., . ...... ~ ... NUMBER OF FANS PEAK WATTS BX EX 746 / (C X D) -· @] CFM (Supply Fans) TOTALS I 11~1 TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G 1------------,---------'---------'--"---·-·'"·"'-·-····-·~---·· ... ,, __ , ___ .. , ____________ --1 Oiic«nbf#r 1991 Nonf9sidsn6al Complisnc4J Form \, ,, PROJECT NAME SYSTEM NAME DATE 58> 21) 19q~ ~----··~---·----+----,--'--------i FLOOR AREA NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION . . . . 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZJNQ: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT ·OTHER ·OTHER 3, SELECTION: A. SAFETY/WARMUP FACTOR TtHAl GftM (F10111 MFlll H) WAITS/SF # OF PEOPLE (From MECH-4) WATTS/SF (Describe) (Describe) TOTALS COOLING ~ --q-,___.~ 12 I· q 2..-1. '1 -s. l -~ 3,4 - - - B. M~lfyiUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) o~-S ~ C. INSTALLED EQUIPMENT CAPACITY I IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN { ~ ,P~('./'(-1 ~/\.1'1. (.),P~t.i"\j 37. t KBtu / Hr KBtu /Hr FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP ?,.'1,,-<;; ~ NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV sys_lems. @J EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X 0) (Supply Fans) TOTALS I I~ I' TOTAL FAN SYSTEM POWER DEMAND WATTS/ CFM Col. FI Col. G l)Q~1991 Nonrssidtintial Complk!nC6 Form .___ ____ -'----.....,,_--------'---------·l'"l""',...J-~"I'" .... ,-.....,_ .. .,.. ..,~ ••••t•~. ~•!MP¥-W.~+<t-......... ------------' l 11 t l I I MECHANIC).\L EQUIPMENT SUMMARY . MECH-3 . ' LING EQUIPMENT · .. .. .,_,, ..... .. . ·····-- SYSTEM MAKE AND DESIGN OUTPUT Ill\ rt l'I EFI' lt:11:NCY -··. -~ . . NAME MODEL NO. M(BTU/HR) DESIGN CFM UNl'ln AU nw1 .Q PROPOSED > ............... .. , ~-..~ 1-tf · -:2.0 50.\-\SO\ ~ l'1,1'141 S'2-5 ?~f:JZ ~.9 10,0 ~-'2-\ S0\)~48 4Sl St10 l 7 eio 1~ q.q I 0, \ '*' 2'2. . 5?).l'?O{DO S'S", 000 1 qco, '?fzA C?.Cf I 0, 0 \if · 2-3 50l--\70\5 1°1,Soo CR?O '5fe1L ',,'t \0, 0 ¼P· :z.1 $4'}\-~o?>o z_.~l~C)O IO~(p ?bcrl '1. '? IC,0 r.w-1.s ?O\-\c;o4~ ?!•'L ~(1() ,1~0 tj~ c=t,q ( p, I \--If -Vo 5oW$o~v SCe, IOC> lq7o '5tt:a 9.Cf 10. 0 ~-1,;7 "$0~04~ t5 7, fJo<> t51f '?~ q ,'1 I t:P, t? ···-· ...... , ...... ... -~-~~--...... , .. ,., ... ···~ ............. , .... ~ -·---· ........ ._. .. ,...-,~, \ ! HEATING EQUIPMENT SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU /HR) UNITS ALLOWED PROPOSED \W· 'l-o 50\.,\'SC\.3 \1,500 ~~~ ~-(p VJ. 1/) ~-1.,\ 5o t.\704~ 4-7,oc,o ·¥SP~ G;, I (p ·,.o ~-'1f).. · 50\-¾?0CDO Slt 1 eoo .\+Sfr Co." 7, t!) ~-1,'3 50.\-\SD\ e5 li, 4?oo r\Sfr (R,{p c,. G, .~.,z,'4, SO~?O~o "2.>1 1 c O 0 ~~ff Cl .(p 1.o. r\P-25 50\\Sb4:~ 41,'l1~0 r\"'?f~ (Q, (p ,.~ ,~-'2(, S'O~SO(QO 57, 1...()0 l-\-?fF ((),(p 7.o r*· 21 'SoW,o4"l-"4\ ,ooo . \-\.';:,fr ~.~ 7.o -~ .... ...._,,. Nonrasicl9ntial Compliance Form ECONOMIZER I y IN I D~ 0(2] D~ D~ 0[2] D~ 05?1 D~ DD DD DD DD DD DD OD De~ber1991 MECHANICA'L VENTILATION .. MECH-4 ' ~~, PROJECT NAME SYSTEM NAME I NOTE,: Provide one copy of this form for each mechanical system. MECHANICAL VENTH.i:~TION I ,, ~ [ID @] [Q] [ID [II L~ ltU [Il QJ 00 ___ .. ...... _ -.. ------' AREA BASIS OCCUPANCY BASIS REO'D, VAV MINIMUM CFM COND. CFM MIN. NO. MIN, O,A. O~lllGN LARGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX, ()r Ullf'f'l.,Y MIN. MIN. FER NO. (SF) PER SF (BXC) PEOPLE (EX 16L DOR J;) (WM CFM CFM AIR ......................... ~----.. '2.\'? 5olR .15 1(p ~.$ s, 7 (,:, t;;.1.$ I, 6;J ,. . .... ,._,. .. ,.._., ....... ,..._.,. ........ . . ~ ' .... , .... ~ .. , . ......... : ,.,.,,,. , .. ,. ... , ......... .--~ ........ __ ,_., __ , ... , . ....... ,,.,, .. ___ ,, .. TOTALS (FOR MECi-1-2) I 3,'S I I 7~ 11 5'2. '5' I 'I Minimum Ventilation Rate per Section 2-5321, Table 2·53F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. H Must be greater thanOI" equal to G, or use Transfer Air. I If zone reheat OI" racool Is used, I must be less than OI" equal to H X 0.3, or lass than or equal to 8 X 0.4, or lass than OI" equal to 300 CFM, . ··~~ whichever is larger. (._,·t '~ Must be less than or equal to I (if applicable), but no less than G, unless Transfer Air (K) Is used. Must be greater than or equal to (G -H), and, fOI" VAV, greater than OI" equal to (G • J). Nonrssldlin6al Comp/lanes Form · Dtl<»mber1991 . ' r::"::-7-:-:::-::=-~=-----------------· ·---· --·-·····-----······· -·· -··---·----·. --PROJECT NAME SYSTEM .NAME I NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTlliATION · . . . . , . . , . . . [Kl !ID @] [Q] [ID [J L~~~.l 11.1\ [l] Q] [R] -·-·---~-~---AREA BASIS OCCl,JPANCY BASIS REQ'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA PER SF CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) (BXC) _ PEOPLE (EX 15) DORF) CFM CFM CFM AIR ----........ ~,, ..... ,_, .. ~---~-.. Z..?lil;> \~7 • (·5 '" .1 J:,.5 1~ I<\·· e, ,,....,, ..... . ,~.,.,. ••• ,_...-n,....,,._.l• _,• u,,..."'_ .. ., ..... --· ')..'2.$ -i-i fj ,,,5. ~-; ")... io ~3 010 z~o ~o •l'5 I z._ .) <, I 'Z.-100 Z.'2.q ~(!) .15 fl .. ,) v l"Z.. I 00 2-I \ \ 'l., l ,I? (~ .ti I Lf It 170 2.\2 \ '.2-\ .. ,e; [8 () ' t:> I~ \ .; JOO ,z7..7 Zfo(p ·f? 1l'> J. ~ 'l-i J\O 'UJ~ 7,'J;f/> ?..frAp , /'J -'to \ • '> i'"l> ,o 29$ ---···· ............. ___ ,-..·------1--~.i ~-,__ __ i-----t---~f-------1 1-------·· ····------ 1-----t 1----+-----ii-------1 1------··· ---1----+-----ii-------1 ,_ ______ _, , ____ ..,,,. ••••••• ,., .. M_..,,,__,, i-----+------1 i-------1 ... TOTALS (FOR MECH·2) I "/-) I I 2-o'L I I 11 B0 I Minimum Ventilation Rate per Section 2·5321, Table 2·53F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or u~ Transfer Air. .,. If zone reheat or rocool ls used, I must be less than or equal to H X 0.3, or loss lhan or equal to B X 0.4, or less than or equal to 300 CFM, whichever is larger. Must be less than or equ!ll to I (if applicable), but no less than G, unless Transfer Air (K) Is used. Must be grea1'lr than or equal to (G. H), and, for VAV, greater than or equal lo (G • J). Nonresk;IQntjaJ Comp/ia!JC6 Form · DflC(imbe/'1991 \ ' ' ' I I i i i i I I I I i' I I 0P_R_O_JE_C_T_N_AM_E------------'---------·-.. -. ·--·--··-----.. ----······ .. ··--·····-.. ···-~-----------, I '?I 7 'Pt-\-Atl/V\1\ CctJn <.A-l-'7 SYSTEM NAME. I NOTE: Provide one copy of this form for each mechanical system. \ MECHANICAL VENTIUATION ·· " I ·., '·,·' ., . '. '· [fil rm @] @] [ID [II L{jJ 111\ [TI QJ IE] ·-.. " .. ... ,., _______ . -·· -AREA BASIS OCCUPANCY BASIS BEO'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LA.RGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) PER SF (BXC) PEOPLE (EX 15) DORF) CFM CFM CFM AIR '2.) t> ,Z..1'? • l 'S° -1 l ,~.& ?,,o°{ i(J ') 7~ . _.. ...... -.. ..,.,. ............ ,.. ....... ._,..,a, ........ ,,,.. ___ . ....... .-.,ott ____ ................ ___ I, ~ ... _ .... ............. f .. ,_ ........ , ' ..... , .. ~·•· ...... , ,. ,,. .... ,,._ ........ . ....... , ...... ........ "lrlA•,111•,•tl,I ............. _ ... , .... _, ... ···-_.,.._." ...... --. .. TOTALS (FOR MECH-2) I I?,' I I 1-oS 11 7~o I /; ' Minimum Ventilation Rate per Section 2·5321, Table 2·53F. Based on Expected Number of Occupants or at least 50% of Chapter 33 U BC Occupant Density. Must be greater than or equal to G, or use: Transfer Air. . ··--i If zone reheat or racool ls uood, I must be less than or equal to H X 0.3, or loss than or equal to B X 0.4, or less than or equal to 300 CFM, ( it whichever is larger. ,.._ -~ Must be less than or equal lo I (ii applicable), but no less than G, unless Trnnnfer Air (K) 19 lWod, Must be s,eater than or equal to (G • H), and, for VAY, greater than or llqUnl to (0 • J). NonrBskkmfjs} Compliancs Form · . ' December 1991 PROJECT NAME ~~1-4 • .___ ____ __,,__ __ ••.• ,., __ ,.,. .. ______ .,ri ____ , ......... , ...... _ ........ ,.--~-----' SYSTEM NAME 1,... ~N=O=T=E:=P=ro=vlde===ooe==co=p=y=o=f=th=is=foon===for==ea=ch==mech===an=jcal==S'/==st=em==· ========_ ...... : . .-:· .. ~::::=~~==:: .. : ......... -----·· I MECHANICAL VENTtliATION,, · · ., l ', ,,, ', j '''1 , I, '·, ,, ,. • I.,, I .'1, " . ~ [ID ~ [Q] [I] [IJ @J l.!:U OJ QJ IBJ AREA BASIS OCCUPANCY BASIS REQ'D. VA V MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN mANS- SPACE AREA PER SF CFM OF CFM · (MAX.OF SUPPLY MIN. MIN. FER NO. (SF} (BXC) PEOPLE {EX 15) DORF) CFM CFM CFM AIR z11 ~$1 , }) 51.-J I~ i10 2--1 o 1084 .... .,,. .... ~,_ ... ,_,,., .. "' __ ,...., •, r. ... ._ ~r1,.1,.........,. ....... ..... ,.._, .. , ... ___ C I, --·· . ~ ... , .......... _ ....... . . ·~ ........... ....... ....... ...... ~,,. .. , __ , __ , ... ..... ·---··-... . .. ••••••. R, .. -... -.. . .. TOTALS {FOR MECH-2) I IB l I ~,o I\ I oSep I 'I ' Minimum Ventilation Rate per Section 2-5321, Table 2-53F. Based oo Expected Number of Occupants or at least·50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Alr, ' .,., If zone reheat or recool ls used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or Jess than or equal to 300 CFM, r ·I whichever Is larger. ·--· '~ Must be less than or equal to 1.(11 applicable), but no less than G, unless Transfer Air (K) Is usod. Must be greater than or equal to {G -H), and, for YAV, greater than or equal to {G -J), Nonresf<»nfja} Compli~ Form" ~ ', ' .. December 1991 : r,-------------~------~---·····-··· . ·-···-......... --........ ·------· ··-· -------,---------, PROJECT NAME SYSTEM NAME \ NOTE: Provide ooe copy of this form for ea<::h mechanical system. MECHANICAL VENTlliATION · ' , ... ,.' .. I,,, . '' ' . . [Kl [[] @] [Q] [[] [Ij [_g] [!:l_l IT] QJ [K] AREA BASIS OCCUPANCY BASIS REQ'O. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. 0.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX. OF SUPPLY MIN. MIN. FER NO. (SF) PER SF (BXC) PEOPLE (EX 15) DORF) CFM CFM CFM AIR --ic~ f>~ . l'5 1? -~ q I> ?SS° Z,07 2>$ . \ ~. ,, . (p q \~ 3S; 2\ D ~~ '\{° l? ,4 9 I~ ~S'S'" '2. \t\ ('2.o '\ {"' I~ . ~ 1? lb ~ ";2..l(Q ( '2. 0 I\) 1% .i \3 10 ~ ----- ,,., .. , .. ..,. .. , ... ,, .. ,_._,,_,"' ... , ..... ,. ~ ......... ,.J ....... --~· -..... _.4 ....... __ ~ I-... .. .. .. ............ ,_ ... ~" .. ' .......... ~., ........ ······ . .. ,,~ .... ·------.... .,,.. __ , ___ _ ...... _.,, ...... ____ . ' . ................... .... _ ,.,. , ........ ,,_,,,.,...,. ____ , . , ......... -,., .. ......... .... _.,.. ... , .. _ .. ____ : . - TOTALS (FOR MECH-2) I 3,1 I· I 1~ 11 11'1) I 'I Minimum Ventilation Rate per Section 2·5321, Table 2-53F. ' Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. -,~ If zone reheat or recool ls used, I must be less than or equal to H X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, ( .. , whichever ls larger. ·._; ~ Must be less than or equal to I (H applicable), but no less than G, unless Tronsl0r Air (K) Is used. Must be greater than or equal to (G -H), and, for VAV, greater than Of equal lo (G • J). Nonreslckmtjaj Compli8flC'1 Form •· December 1991 ) i i I I I• •: ' ' \ ,l ... ':r, • I ,1 I• I I I , ' ' • • ~ , I , • ' MECHAN,ICJ~._-VE.~TJL4Tl()N .. . . · ·. ·.· · . · MECH-4 rP-RO_J_E-CT-NAM_E __________________ ·--...... __ ,. ______ , ................ ---,.--DA_T_E-----~ I ? I 0 'Pt+A'ltv'\'(\ Ccc.m <.M,S ~ b, I '1 q i SYSTEM NAME • r-lN_O_TE_:_P-rovlde--one-co_p_y_of-th-is-lorm--for_ea_ch_mech __ an_ical_sy_s_te_m_. ______ ,_ .. , .. ~~-..... -..... ·.::::~ .. , · · · .... ------·--------------. I MECHANICAL VENTIUATION., · · · .. '' j •' .. ,. I I . ~ [ID @] [Q] [ID [Il [_gJ l.!.t.l [O QJ [Kl -----AREA BASIS OCCUPANCY BASIS REQ'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA PER SF CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) (BXC) PEOPLE {EX 15) DORF) CFM CFM CFM AIR 1..07 t44 . }) 'l, 7,,. 1 ,s-n 3q5" z.o(p 9~ ./S J f' ,1 !J ,r-1--t?') 205 q~ .1:s-J) .7 1 I .,,... J~ '2-~) u,4 C\6:> ,,s } ~ ·7 I J 1f' -i le';{" Zo? 9Ce ~ 15' f) ., I I ,r 7..,(1):{° z.02 ti,o \ \) \& & ( 'L r~ "2.,(Q~ • e:, 2:o\ I '?2. ··\) Zo ' ( '20 "55 ' -·-----, .. ~· ,_.,....,,..,,,, .. ,..., ___ -~· ............ _____ ..... ,. ,,,....,,,__..,,. €J ' ' ... J .... .......... , ... _ ...... , ....... ~~-,-...... ··-··· , .. ,. '• ··"··-~·--· .. ........... , ... --~-.. . ' .. ~ TOTALS (FOR MECH-2) I s-~ I I ,w 11 111 S-I 'I ' Minimum Ventilation Rate per Section 2·5321, Table 2·53F. . . E ~ on Expected Number of Occupants or at klast 50% of Chapter' 33 UBC Occupant Density . H Must be greater than or equal to G, or uoo transfer Air. I If zone reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal lo BX 0.4, or less than or equal to 300 CFM, ( ,,., whichever Is larger. -.._~ I ~ Must be less than or equal to I (ii applicable), but no less than G, unless Transfer Air (K) Is usoo. Must be gre(lter than or equal to (G -H), and, for VAY, greater than or equal to (G • J). Nonresk»ntial Compli~ Form ' D«»mber 1991 MECHANICitt\tE.NTILATION '.'·.:.·:.·:·.· ·.·.·.-·. :: .. ?<·< . · MECH-4 • ' I t• • •11) f(!, # l,, '',-', • • II ,. I ' 1 ' • ,----~----------------------·---------·------·-------------·--·-·---r----------, PROJECT NAME SYSTEM NAME I NOTE: Provide one copy of this form for each mechanical system. MECHANICA1 VENTl1;fATIQN· ' \ •. '• ,,,, ,, .. , ' '' ,· ',. ,. '' .. UK.I, I ••• ,',•',1l f•, ,., '. ,, j 111 ·,!•,',, 1'.','',',•, " ~ [ID @] @] [[] [j [_gJ l.!:1.1 lJJ QJ [E] AREA BASIS OCCUPANCY BASIS REQ'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. /SF) PEA SF (BXC) PEOPLE (EX 15) DOA F) CFM CFM CFM AIR 2'22> se, ,\':) 12.. . l, 1 l 'L ZCJ t? ~--?, "o I\). 1"2-. (., 1 /v -z_q 0 izs l7~ ,I) ?,,~ r . '2--I~ Z,y '\"?0 z.:e,S' so . \ s-12i ' lp 1 ,i.-3oCJ ~"?4-t,o , ' if q 7,,.()0 . \) ,-i--,v ........ , .... ,__ 1----+----1 1---.-..1 ~-1-------1 1-----------4---~ 1----1---····" f , .. 1.-11 .. -···~···· 11111,.,.,,, ,,, ... 1,---+----1 1-------------1----~ 1---------·· ... .., ---···--.... .. .. , ·····-.. -·. 1----+------i .,__ _ ___, 1---"-----1 1---~---1-----1 ,_ ______ _, 1----·" .............. -~.. 1-------+-----t 1-----i ---·-· . ., ........ ,--~· -~----i ............... -. ----1 i-----+-----1 1------1 TOTALS (FOR MECH-~) I ~-L, I, Basoo on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. H Must be greater than or equal lo G, or uoo Transfer Air. / IE Minimum Ventilation Rate per Section 2·5321, Table 2·53F. I If z~ reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichever Is larger. QJ Must be less than or equal to I (H·applicable), but no less than G, unless Trnnsfor Air (K) Is used. \. OS] .Must be greater !hon or equal to (G • 1-:1), and, for VAV, greater than or equal to (G • J). · Nonr9siCNJnfja) Compli811C'1_ Form ~be,1991 i I i j