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2285 RUTHERFORD RD; ; CB940116; Permit
-' < ..... a U I L D I N G •. ,.03./:1.8./9:4, 13.:09. _ . zRs.g;;,(?, ... , •.. J_.9 f --. 1 . .. . . i "" P .E R .. M .+ · T . ~--·:.Permit .No: CB940116 Project No: A9400072 -D~velopme.r;i.1;;.-No,:... ... , fj , .. ;[.QJ:L-idd.:r:e.s::;; t"·.~i.2.8_,5.,.E,UTH.EF;F.O.RD-.. RD,,..... - Permit Type: MISCELLANEOUS Parcel. No: 21.2-062-08-:-.Q.Q:,:. . Valuation: _ . 10,000 1 ~C<;m.s.t.ruc.tion-,.~~ype.-=.~-~EW:"· -.. :· .1 ,I ' Lot#: Occupancy Grqup: , ~eference#: Description: REPLACE 3 ROOF FURNACES t' ,,, l -~,;.----"'7"---,f---------- 1 A APPROVAL flNSP. ,,,,...,__ DATE &f9t CLEARANCE _____ , CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ISSUED 11 01/31/94 03/18/94 MDP ~111~!! • . . PLAN CHECK NO. t/'¥ -/ / _0 City of Carlsbad Building Depart111e11t 2075 Las PalRIBS Dr •• Carlsbad, CA 92009 (619) 438-1161 . . 1. Pmtmt 'IYPR A -LI Commercial 0.New Bu1ldmg LI Tenant Improvement B -D Industrial LI New Building x6'brenant Improvement . C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration LI Duplex LI Demolition LI Relocation LI Mobile Home LI Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar a Other _____ 1 2. PROJF.CI' INFORMATION Address 2285 Rutherford Road Buildmg or Smte No. Nearest Cross Street LEGAL DESCRIPTION · Priestly Drive Lot No. 16 Sutxhv1S1on Name/Number Tract 81-10 CHECK BEWW IF' sOBMli !ED: D 2 Energy Cales x~ Structural Cales D 2 Soils Report D 1 Addressed Envelope ESr. VAL \ c)\ ~0 PLAN CK DEPOSIT 7 h V/dID. BY 1)( DATE 1//3;,&t/' 5582 01/31/94 0001 01. OmtNo. 1 C-FRMT FOR OFFICE USE ONLY Phase No. Map 10330 02 ASSESSOR'S PARCEL 212-062-08 . EXISTING usEOffice/Ma.nuf • PROPOSED use off ice/Manuf. DESCRIPTION OF WORK . Structure for replaci_ng four (4) roof furnaces. 1 SQ. Ff. # OF STORIES 3. WN IACI PERSON (u different from apphcantJ NAME Mark Langan ADDRESS 5355 Mira Sorrento Place, Suite 750 CITY San Diego STATE CA ZIP CODE 92l 2l DAY TELEPHONE (6 l 9) 452-3l88 4. APP.i.JCANT O wN IRACIOR UAGEN'l J<UKCUNll:lAClUK DOWNER DAGENI FOR OWNER NAME Mark Langan ADDRESS 5355 Mira Sorrento Place, Suite 750 452-3188 CI1Y San Diego STATE CA ZIP CODE 92121 DAY TELEPHONE (6 l 9 ) S. PROPmt'IY·OWNER NAME Callaway Golf ADDRESS 2285 Rutherford Road CI1Y Car 1 sbad STATE CA ZIPCODE 92008 DAYTELEPHONE (619) 931-1771 6. cbN'l'RACIOR NAME ADDRESS CI1Y STATE STATE UC.# ZIP CODE UCENSE CLASS DAY TELEPHONE CI1Y 13USINESS UC. # DESIGNER NAME Dennie Smith AfJDRESS 5355 Mira Sorrento Place, Suite 750 CI1Y SAn Die~ STATE CA ZIP CODE 92121 DAY TELEPHONE 452-3188 STATE UC.# 1. WORRfiltS' OOMP Cll. 701 Workers' Compensation Declaration: 1 hereby affirm that 1 have a certificate of consent to self-msure issued by the Director of lndustnal Relations, or ·a certificate of Workers' Compensation Insurance by an .admitted insurer, or an exact copy or duplicate thereof certified by the Director ·of the insurer thereof filed with· the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLlCY NO. EXPIRATION DATE Ceruhcate of Exemption: I cerufy that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWNER-BOllDER DEC!t.AltATION owner-BUIider Declaration: I hereby affirm that I am exempt from the Contracto?s Llcense Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an-owner of property who builds or 'improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). D I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, deqiolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BOILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? LI YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES tJ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF CXIlJPANCY MAY Nor BE ISSUED AFfEll JULY 1, 1989 UNLESS TIIE APPUCANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF IlIEQFFICE OF EMERGENCY SERVICFS AND TIIE AIR POLLUTION OON1ROL DISl'RICT. 9. OONS'nl0CliuN LRNDING AGENCY I hereby afhrm that there JS a construcnon lendmg agency for the performance of the work for which tfos permit 1s issued (Sec 3097(1) C1VII Code). LENDER'S NAME 10. APP.tlcANt CEltl1FICA11oN LENDER'S ADDRE:SS i cerufy that I have read the apphcat10n and state that the above mformanon IS ·correct: f !)gree to comply With all City ordmances and State laws _relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the.above mentioned propertyfor inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND I<EEP HARMLFS5 TIIE CTIY OF CARISBAD AGAINST AIL UABJlITIFS, JUDGMENTS, COSTS AND EXPENSF.S WlllCH MAY IN ANY WAY NX:RUE AGAINST SAID CTIY IN OONSEQUENCE OF TIIE GRANTING OF nns PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" d nd demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Bu' ing Offi ·c11 u µ:iey e provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pe t is no m eecl within 365 days from the date of such permit or if the building or work authorized by APPUCANT'S SIGNATURE such permit is suspended or abando t anr, ea the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: I /a. 7 /vt,-4 7 7 Finance .• . ,: 0)./27 /96 DATE 03/09/95 08/24/94 05/23/94 05/23/94 05/20/94 03/23/94 03/23/94 03/22/94 ,. ~ . -INSPECTION HISTORY LISTING .FOR PERMIT# CB940116 INSPECTION TYPE INSP ACT COMMENTS Rough Electric TP Compl.iance Investigatio TP Final Combo RI Final Combo TP Final Combo RI Gas/Test/Repairs RI Gas/Test/Repairs TP Gas/Test/Repairs TP AP EU:C FOR ROOF FURNACES AP· WORK PROGRESSING RI BJN/98-9-6451 PAGER NR MEETING/VENTING ON DRY UNITS RI MW/989-6451 PAGER RI MH/JIM/989-6451 AP 24 HR TEST COMPLETE P.I START 24 HR CLOCK HIT· <RETURN> TO CONTINUE ••• February 12, 1996 Mr. Tim Phillips CITY OF CARLSBAD, BUILDING DEPARTMENT 2075 Las Palmas Drive Carlsbad, California 92009 Re: CALLAWAY GOLF -RUTHERFORD BUILDING Dear Mr. Phillips, Smith Consulting Architects Architecture and Planning Enclosed please find a copy of a report from CH&A, dated September 21, 1994; as it relates to the flues at the Eclipse Furnace at the Hunter Building. The purpose of this letter is to confirm that Callaway Golf has provided furnace flues at the Hunter and Rutherford Buildings, which are both heavier gauge and higher quality material (stainless steel), than recommended in the enclosed report. It should also be noted that the flues at Rutherford do not extend through the roof structures because these furnaces are mounted on top of the roof. Please do not hesitate to contact me should you have any questions or require additional information. MP/sjmt ~-q --.~~.-t .. •(:'· "' .. , ; .,,_. ' . . '·~ . 5355 Mira Sorrento Place • Suite 750 • San Diego, California 92121 • (619) 452-3188 • Fax (619) 452-3907 • • ., Wyman Testing Laboratories COVERING WORK PERFORMED 0REINFORCED CONCRETE WHICH REQUIRED APPROVAL BY UPRE-StRESSED CONCRETE THE SPECIAL INSPECTOR OF 0REINFORCED MASONRY JOB ADDRESS ,,2285 Rutherford Road, Carlsbad 'Itueii~:1:~raT~1~g. at Calawp.y Golf C0NSTR. MAT'I. (TYPE,GRADE,ETC.) DESIGN STRENGTH 'SOURCE OR MFGR. °,!~(51111:if~-Ee· (i1xs>tia'.r,'ss1E·BAR GRADE 8c MFGR,) .. .. ' . . 1 -800-487-03~5 0STRUCT. STEEL ASSEMBLY 0REINFORCED GYPSUM 0GLUE-LAM.FABRICATION OPILE DRIVING OOTHER NO. 94-062 !FOR WEEK ENDING 4-29 19 94 B~f.f..:..i'f~IT NO. I Pl.AN FII.E NO. ~~fu~tirTConsulting Architects E~!<'!iE~tructural Engineering G[fERdl. CONdR~C;ijgR t oo an o er s c5~Tfei~sG!~8nTl:fr"&~~QrkS 1.W3yman Testing Laboratories WELDING INSPECTION - 4-23 Visually inspected the fit-up and fillet welding of the 6 hanger supports per detail 10 on S1 of the approved drawing dated 3-18-94. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted, are free of visible defects and in accordance with the structural drawings and the AWS D1.1. This report concludes the welding inspection for this projept. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE. INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS \\'ORK TO COMPLY WITH THE-:C>.PPROVED'P!--ANS SPECIFICATIONS,& APPLICABLE SECTIONS. SIGNATURE OF REGISTERED INSPECTOR D,.,'f.!; OF REPORT REGISTER NUMBER • • Wyman Testing Laboratories l-800-487-0355 0REINFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPEC.IAL INSPECTOR OF uPRE-STRESSED CONCRETE 0REINFORCED GYPSUM 0GLUE-LAM.FABRICATION 0REINFORCED MASONRY -DPILI; DRfVING DOTHER JOB ADDRESS . 12285 Rutherforci R9ad, Carlsbad CONSTR. MAT'L (TYPE,GRADE,ETC.) NO. 94-062 IFOR WEEK ENDING 4-29 DESIGN"STRENGTH rOURCE OR MFGR; E~~~tJ;"uctural Engineering LWyman Testing Laboratories BOLTING INSPECTION 4-24 19 94 ~~spected the bolting of the 3" x 5" tube steel to the bottom side of the #3 and 4 GLB using 7 /8" A307 bolts placed in a 15/16 11 hole. First 10 bolts at each end p.;t.aces 8" 0/C and the remainder at 16" 0/C per detail De~ta 1. Inspected the bolting of the 6 hanger supports 3 places at GLB #3, 3 places at G;LB #-4, using l" M.b. per detail 10 on Sl. · ~: ::_; d: :" :--.:,:;· c:,---: :.:, :· ~· 1· .. ._ I' ! .. , ~'::: " ~:=: :-. \~ c:._ • ~'-:"' -~ ... ---::: .--~ ~ ..... t_ • • ! ·, _c ,.:. -- CERTIFICAT~ON <?F COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIO~<S. ----: ! -.. ~ : •• ' ', -- SI_GN:'tiRE OF REGISTERED INSPECTOR 4-:). L{-Cj ~3Cl;l ~ DATE OF EPORT , REGISTER NUMBER 08/23/94 DATE 05/23/94 · 05/23/94 05/20/94 03/23/94 03/23/94 03/22/94 INSPECTION HISTORY LISTING FOR PERMIT# CB940116 INSPECTION TYPE INSP ACT Final combo RI RI Final Combo TP NR Final Combo RI RI Gas/Test/Repairs RI RI Gas/Test/Repairs · TP AP Gas/Test/Repairs TP PI HIT <RETURN> TO CONTINUE .•. COMMENTS BJN/989-6451 PAGER ·MEETING/VENTING ON DRY UNITS MW/989-6451 PAGER MH/JIM/989-6451 24 HR TEST COMPLETE START 24 HR CLOCK fZI . ' ~ ' DATE: JU.RISDICTION: PLAN CHECK NO: ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 3 / / s- CITY_ 94 - (619) 560-14-68 /q4 I J b SET: X . . LJ AP::...c;..i.1 ,___...,~ JURISDICTIQ · PROJECT ADDRESS: _______ 2_2 ..... £-=s:-"----+aR:..a.0 ....... f---'-'h ....... £"-k:-;fc;;.:..., ""'-',-'Y~J_;2p . i' PLAN CHECKER 0FILE COPY QUPS 0DESIGNER · - -PROJECT NAME: _ .... s~n ..... "£=1.J_.c .... r: ..... v~R~E __ -=LJ~P-6"""~ ...... R:-_A ......... o ..... ·c-__ -__ /-"CJ~R--'-__ 3 tool=: 1--uR,-.JACE,S · ---The plans transmitted herewith have been corrected where ~ necessaiy and substantially comply with the .jurisdiction's D building codes~ The-plans transmitted herewith will substantially comply. with the jurisdic~ion1 s building 9odes when minor deficien-- ties identified ____________ are resolved and checked by buil~ing department staff. -O The plans, transmitted herewith have significant deficiencies identified on the enclosed check list and should pe corrected and resubmitted for a complete r~check. :_o The check list transmitted herewitb is for your information. The plans are being held at Esgil Corp. until corrected olans are supmitted for recheck. -' . D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O·The applicant's copy of the check list has been sent to: IJ Esgil staff did.not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: Telephone# ----------------- -REMARKS: C1f_j j; ve11'+j fu,,.,, Unit ,#3 -f nx.. Crf-v s-e± been delete I By:· DAVID YAO Enclosures: ________ _ ESGIL CORPORATION (o/j /., 9-.,,rl <, 0GA OcM OPc . .-\ . , , ... ; I. September 21, 1994 Mr. Led Grassilli CALLOWAY GOLF 2285 Rtttherford R9~d Cadsb~d, California n008-8815 I ·\ l ' ' ·: -i ./ i ' Re: . . i . . . Evaluation of. Gas Furnace. Flue. Temperatures qH&A I>roject No.: 9.8389428'71 Dear Mt.. Grassilli: .,.:' ...... Pursuan~ io your request CH&A Cprpotation has performed an evaluation of the referenced gas furnace flue system. :The purpose of th~ evaluation was to result in a 'tecomrnendarion· of a safe fJue sys~m. · · · · · ! ~ :~ Mr. l4ry Dougherty of .CH&A C~rporation inspected the instal-lati~n and installed a _ temperature data iogger on the two eptjrating flµes for two adja,cent furru,t~S. ' . i D~ta w~ r~rded on two different dperation settings for the two furnaces. One-furnace, _ channe~ f> was operated.~ i1t$talledt oprrating ar 100% burner output during weekly startup and temperaturf; maintenance. Th~ secondi furnace, chann~l 1. was limited_ to 65 % burner output during iriitial -startup and temper~ture maintenance. The fire attached data display the operation . temperature during the last set of tests. jNot~ that the data· fr.om previous test have been omitted due to a ;_large amount of noise present fbat vo~ded the results. · • • • t t, , .,.:.,1 • . The approximate meari·operating rempet~ture at i00% burner operati~n was 600° F. and ar 65 % burner OID~ta.tion was 49{)0 .F. Thetem~e.tature fluctuations within the·flue where measured was reduced "rrom a delta temperature of arlproximately 440q F. to 200° F, without affecting the output performance of the fu.rnace.' Thi startup temperature at 100% was 1040° F and.at 65 % was 820~ F. : -· -· •. i ' • I ?hysical'inspection ~f the standard weight carbon steel flue pipe~ -that are currently ·installed revealed : accelerated ·deterioration· due! to the operating temperature, thereby significantly. compromising the expectant flue life. ! . " -· · l ' .. ' I . 333 East GJe()OOks! Blvd'. Gle()dole. California· 91207 ___ --~7-S9ll <B?O) 4l0-3444 : fox (818) 637~5922 _ . _ -.;.f"" .. .-·---:.• . ; . . ' -. -~: ~ . ·,· ' .. foi/µr~ 'A_nolt,1sis • For~r,sic engineering • Lc;,t>protori~s • Computer Graphics/Video • /nformot,on Systems- I f i ! ,• ' I ·, . ,:·1 .;.,..;:zi·.-,,-~ ...... 't·~ .. ~;-;-:-,..;,... .... _:_. _____ -r~.-.. ---~~--. --· ~~ . _-f ~~---···-.... :.-· Gas Furnace Flue September 21, 1994 Page -2.:. : ' Consuldng with metallurgists on the p~oper type of flue metal to use; CH&A Corpor~tion does not rec~mmeno the 'high cost ceramici flue systems available on the market and discussed at meeting with Calloway personnel. Th~ operating temperarure illustrated on the attached charts will not have·adverse affects on chrom~-moly'steel or'stainless steet The'cnrome-moly should contain l 1/2 to 5 % chromium and 1/2 % molybd~num. The stainless steel such as 304 could be used. ; · i ' Iri, conclusion, it is the opinion of CH~A Corporation that the operation of the existing furnaces within the Calloway ;Golf manufac~uti*g plant are safe and do not ere.ate an extraordinary fire hazard. The existing t}ue shows accel¢rated deterioration that is not a_, hazard at-this time. The proper flue material ·to be used for tbi_antic~pated life.of the· fo'rnau should b~·chrome-moiy steel as·· described abov~ or s~inless :ste~l . with adequate insula~ion to the ·roof. and. proper physical-space separation from wooderi ·building materials . . · . ! . . CH&A Corporation ~ill be available ~or further clarification and assistance on this matter. Sincerely, CH&A CORPORAT.ION ·.·~-~[)~ Raymond D. · Arms, P.E. · Consulting Engineer · Attachments -5 graphs · cc: Mark Langan/Smith Consulting! Architects Dan Sfakowic~ P.E./Sevier En~ineers RDAzcw ' I i I I I . I I I i •' I I .. . ' I I J i -. ' ' ' . --·----------. -~,. ____ .. _ . '. ·. ~.' {. t DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-I 4-68 2 / 7 I 94 0APPLICANT JU;{ISDIC'I'ION: CIT'( 91--I 16 <fJITNSDIC~ · PL.Z.. 7::iE PLAN CHECK NO: SET: :r_ [JFIL3 COPY QUPS QD:SSIGNER PROJECT ADDRESS : ___ 2_2_8_~ ___ -,,..._B-=--'-'1...,_r "t'-'. ';-'-;;;P""'"r_/:?__,o;'----=j-~R_J PROJECT NAME : __ _,_,$'-'/....,· }'v{_C ..... f__..u....._r..,_P __ _._, 1"""~:a.....,;;O:;.;;h....:..,1.,_,_J ..... P __ --,-....... r=-c)-=--· _ __,_r=e 1 ;;..P/o. c ,'J:S._ 4 YOO f -{l{;-hoc e f l O CJ- D D D D The plans transmitted herewith have been. corrected where necessary and substantially ~omply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ipn's building codes when minor deficien- cies identified·~--=-------~~--are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is ·for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the.check list is enclosed for the jurisdiction to return to the applicant contact person. fl)·Th:e __ appiicant'.~. copy of the check list has been sent to: . · tv1 °' r-k Lo "'a o rv · · · · ' (] . !:>-3~1-. Ure S.orJ-en-h> ,;::,)a-ce #7..tv 5D 9-? IZ I I ai.Esgil staff did not· advise'"the applicant contact person that plan check has ·been completed. O Esgil staff did advise applicant that the plan check has be~n completed. Person contacte~; · ------------- Date contacted: ---"--------Telephone# ---------0 REMARKS: . ~-------------------------- By: VAVID YAV ESGIL CORPORATION D-fr Enclosures: ----------- 0GA DCM O;r~ JURISDICIION: ______ C;;..i_A'-'-.R-'-'-'=~=-~ ....... M_:...D""--___ __,Date plahs received by plan checker: __ ..2_/_1---'f__,_9-.... 1.ef-_ PLAN CHECK NO. :_--''7_4-'--._--'-/.._/-b ____ Date plan check c9mpleted : __ ;)._/_,-'---'By: __ p; ..... • -~~V_/_0_--,,._'h~'.A--r~-r?~-7 PROJECT ADDRESS:___,'----,=--2_.tr:...=..--,-,-___,.,..._;..R._~-..:...-fh..:....:..:.fv--;frc'-'-. .,_.__,_J_,__ _ _,f2-o-==a_,,J...._ __________ _ TO: /v1 C1 J-k. PLAN CORRECTION SHEET FOREWORD: FLEA:SE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and dis~bled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Departme~t or other departments. The items shown below need clarification;· modificatio~ or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · A. PLANS G Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: L:-S6tL To facil;tate checking, please identify, next to each item, the sheet of the ,plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. ____ .... Yes ______ No © s1_p+ (,J-..2_ of:. +~ eal~ shous. Con he c-1-, Crt..-,,-g_-;/- Jll><t .s fi'>z" hPa tllc C. 0.dd. h-t' i.,J LV3f4 'I o/11.. :ear/:i. ~ J.e. a../. /-1 w , o·. c,./c:r,13. J Is,-! t ,, -1/;. e. . a;:ra~ d,' J h<-:-f _ skrih2 :'f= /4.,,, c-1 I r ,\t ,'51?e!. It k I::£. p1::::..e. "" C p ,../ 0 P):Qt} Je_ UlJ:J· 12 k fee ~ lo.a 10.+1\~,.1 an) dP~1'lr -k. -f~ .. oosf..-h.r:JslL e.d rfn r'fo:C.:> m e-d--+~ /z..e 01 ~ I /6) Alo-le -Mg nJ .?Jn l I .YJPc,1~ / I h (" ,2..,,. r-f / ,,,___., Y'P~r-Pd {'2:b: /.,};. -j-Je l I . +le / -IP nS-J ~-, t/ // -+-....--/J?s.T{i:!. II rz:.+/-o-t.. 12.vi;.-f--C&LI.P J I ! Form No. PCS.41390 ?) " : __ . "· '.-fl Jurisdiction r"A-RLSBA--D '------.:=,-j;c..+-, ,=.,a_ "-='--'--'=---Date 1 Prepared bys J)A\/i D Y/2-v VALUATION AND PLAN CHECK FEE o Bldg. Dept. D Esgil I PLAN CHECK NO, ___ f_-_4_-_j_/_6_ BUILDING ADDRESS 2.'2-cf:C: /?-tl\f/,py_f;~ R.J . ' APPLICANT/CONTACT ~ ,d::;_ L4n4--a l"'--PHONE NO. 41:-z -3/ ~ BUILDING OCCUPANCY 8-Z.. t/ DESIGNER PHONE __ _...,______ ------- TYPE OF CONSTRUC~ION 7Il-l hY CONTRACTOR ?HONE ----- BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER 7Jfurk. ...e;,y l c./-}11.q kPo.1£. r/. z:._ 0,000 ,--. ----rn---4-0,.>i,.J ~AW - ("I-PT 6l.&) ,. ., . Air Conditionine: ........ ,. Commercial .. ... @ .. Residential @ ' Res. or Corrim. Fire· S'Drinklers @ Total Value * .. : /0 ()()() -2......, Building Permit fee $ ·/I b{, . ---------------------'"-----'-~'-----,- 7/ "-£: Plan C heck fee $ $ O __.;:;.__;_--------------------~--~---- COM MEN TS ... :---------------------------- SHEET . I OF / . 12/87 ,,,. I ··:: . :·-. PLANNING/ENGINEERING APPROVALS .,.1 •• PERMIT NUMBER CB 9'f"--// £ RESIDENTIAL ADDITION MINOR { < $10,000.00) PLANNER _________________ _ ENGINEER·~~ C:\WP51 \FILES\BLDG.FRM TENANTIMPROVEMENt · PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE _______ _ DATE_.,..._,q~',A'-+--f'- Rev 11 /15/90 GI GI ... .... II II Q Q ~~ I ~ ~ ~ ~ ; ~ ~ ->Ii ->Ii I.I I.I GI GI .c: .c: u u C C II II ..... .... CL CL GI ... II Q I ~ ~ ->Ii I.I GI .c: u C· II .... CL PLANNING CHECI<llSf Plan Check No. _<Jq-I/{, Address _.J ...... J.. ....... 8=--5"'-· ....... £:_u_ihe ............ fi ...... tte ___ · ...... r J"--'--_~_J_._ Planner DAVID RICK Phone 438,-1161 ext .. 4328 -------- (Name) APN: . .?,t2_ ... 0(;?--08 ------""""""-'------=----------------------- Type of Project and Use __ .... r_;;:::-______ -.--~--- Zone 'GM Facilities Management Zone ___ 5' ___ _ CFO (in/t<u)) . clfcre Legend # __ __,.....___ ' ' (If property m, complete SPECIAL TAX CALCULATION WORKSHEET provided by_Building Department.) [2] Item-Cc;>mplete D Item Incomplete,. Needs your action 1, 2, 3 Number in circle indicates plancheck number whel,"e deficiency was identified ~ D D Environmental Review Required: YES _ NO 4 1YPE __ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval·-----------,------...---------------- Discretionmy Action Required: YES NO /1YPE __ _ APPROVAL/RESO. NO. ---· · DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES: ___________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval --------------------------------------- ~-0 .0 . c.alifomia Coastal Cornrnimnn Permit Required: YES _ NO J DATE. OF APPROVAL: _ . ...------------------------------ San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval · · · rsJ D D " Inclusionary Housing Fee required: YES _ NO J · rdoo DOD DOD ODD DOD (Effective date of Inclusionary Housing Ordinance -.May 21, 1993.) Site Plan: Zoning: 1. 2. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and exi~ting topographical line~-. Provide legal description of property, and assessor's parcel number. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Requjred Shown ' Parking: Spaces Required Shown Guest Spaces Required Shown (o~,~J.. I' re lc>..l h took t? 1/1 1 "1el\+. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ______ DATE ____ _ PLNCKFRM RECEIVED FEB -0 9 1994 Ci-ty of Carlsbad · 94021 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, February 7, 1994 Contact Dennie Smith Name Address City, State 5355 Mira Sorrento Pl Ste 750 San Diego CA 92121 Bldg. Dept. No. _9 4_-_1_1 _6 ___ _ Planning No. Job Name Callaway Golf ----"---,------------,-"---- Job Address 2285 Rutherford Revi~wed by: (!) 6_a.Lci-, Ste. or Bldg. No. ____ _ l&1 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. Pleas~· 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 codes and standards. Submit corrected plans and/or specifications to. this office for review. For Fire Department Use Only Review 1st. __ _ 2nd ~--3rd. __ _ Other Agency ID CFO Job# __ 94_0_2_1 __ File# ___ _ .. 2560 Orion Way • · Carlsbad, California 92008 . • (619) 931-2121 I I I ____ ____________J \· 1 • -~ - S'.KT ·ST:RlJCTIJRAL ENGINEERING 15375 Barranca Pamway • Suite A-201 • Inine, CA 92718 Ofc (714) 727-9070 •. Fax (714) 727-9073 ,'t,- I I STRUCTURAL CALCULATIONS FOR CALLAWAY RUTHERFORD SA CARLSBAD, CA 1991 UNIFORM BUILDING CODE SKT JOB T94001 A PLEASE NOTETHE FOLLOWING: COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR THE EXPERIENCED ENGINEER AND ONLY ASSIST HIM IN MAKING ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. ANY B'ALUATION OF THE ENGINEERING DECISIONS MADE BY SKT STR.UCTURAL ENGINEERIN.G SHOULD 8E BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. ·i-:' .. _} -1 . ··:,: ' fl DESIGN SUMMARY 1991 UBC ROOF LOADS: DEAD= 13.2 PSF LIVE ·= 20 . PSF WIND SPEED: 70 MPH WINO: EXPOSURE C SEISMIC: ZONE 4 CALLAWAY RUTHERFORD SA T94001A F TABLE OF CONTENTS FURNACE LOADS DISTRIBUTION ON PU.RLINS ....... , . . . . . . . . . P-1 TO P-4. :PURLIN DESIGN ..................... · ................. P-5 TO P-16 MAIN BEAM DESIGN .............. ,.., ... ~ ................ B-l TO B-14 CONNECTIONS ........... ,:·· ........................ CN-1 TO CN-3 · . WIND SCREEN ........... · .............. , .................... S-1 _d-"'--===~,....::c~::..:=~____:.:'kh....:....¢....:....Y-'-. ______ JOB ~o. T74cZJI A-: . ,, __ : .-. ••• -=H./.~--~---'--~Fa=~=-· ___ sv ?f ,. .,..._ SKT Structural Engineering ~ ,,/ .. -=!-=:: =] =K=----._l_--15-37-5 8---,ar-ra-nc-a P-kwy-. --~"---'----------DATE ~~;'~=-A~:0~2718 . (~; :B{;=?A/?7:;> -pv,z:f/N.5 SHT -P--J-0-F -- . ~.r-/~e-C!AP.4.C!/TY or= . re) & ½ Y~7 6LP w/ . /%X/& c:. 1/t:.. , L /4 2'/4 x-= J: !¼ X =- -=:z:::;,Bl.D ~D~ DAii!. Y DN ..?fr Y:J'--f :::J:!~N L I/ c.. A:Z2z:::>1;;-z::;, ~ ~-5" 3 C,,7::5 I L,, .::. ~,.& -/Z -/:Z -/-2--:z XIZ ::: ·4tp_.:3 / ~ 401-5) // ·: L. & (/...3, ~ r--,6) .::: /t:),5_ u .:t1/1 '2- /~6-u 44 ,;:s .2 ,-it: gg,.<549· g,8~49 u:z) //4t>F61 'E_F .~ /..&X/OVX 4/t:eJ.:: ~ I --· /_ B YIO_c, 'X e,so = ~3<:!!>&C,, 11-#. ·/-.53Eu //-# $_ 9 /EU ;;-if- '1t..3t!>UCJO) ~-9i = ,&:P,B% /7,9% ··-. -,-if 4&~7Sr&~49~ 77&2.¢ - ... BKT St<;T·Structural Engineering 15875,Barranca·Pkwy. s..;ite A-201 · · Irvin.;,, CA 92718 ____!,,C~:AaA-=::::=· _W__:._A_Y ___________ JOB N~. T4ciOIA.. 7!:b77r~r?:J/ZP S--,4 '$p ---!.=~...::...-=--=.:_:....:...:.....,;_ __ ....:......; ___ BY 7 -'-'---,------------DATE ____ _ -----'-----~----SHT P-2 OF __ F v z IVA ca-£.PAD //.../6; . "-""'-, ,::J-5~ I II 41 II 4-D ·1 i 1 ·- SKT STRUCTURAL ENGIN~ERING 15375 BARRANCA PKWY SUITE A..:.201 .TRVINE, c~ 92718 7:t4j 727-9070 Title :CALLAWAY RUTHERFORD 5' Scope :REVISION Number:T.94001A Mi~c : Dsngr : Date:·10-Jan-94 --------~-~-----~----------------------------------~---------------------MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page -p-3 --~----------------~-------------~--~--~-----~---------------------------DESCRIPTION » FURNACE LOADING >> ----, ----------------------I• --span· 1.-•-1--span 2--1---Span 3--1---span 4--1--Span 5--I--Span 6--I --span 7--I --span 8-I ALL SPANS SIMPLE ·SUPPORT ?Y y/n SPAN LENGTH ftl 8 END FIXITY.... Left I 1 Fix/Pin/Free= 2/1/0 Rtl 1 BEAM WIDTH inl BEAM· DEPTH inl 8 1 1 1 1' 1 1 1 1 . ----CALCULATED VALUES------j-----------------. ----------. -----------.' ------. ---------_ ------------------------------ FI b -_Modified Allow. psi I fb -· Actual psi j F1v -Modified Allow. psi I fv (actual). * 1.5 psfl Moment al Left · in-kl ~ ·u Right in-kj _Max.Mom. al Mid-Span in.. 13823.3 X-Di.st ftl· 3.41 Shears: Left -4t 532.85 Right • -336.54 Reactions:· Left: Dead ~ Live • 532.85 Total ':44t 532.85 Right:Dead :ft! Live ,=Ml 336.54 Total -i:w 336.54 Max. Deft. al Mid Span inl. X•Dist ftl 5506.7 2.61 348.08 -91.48 348.08 31.8.08 · 91.48 91.48 -------Dl;SIGN DATA -------1----------j----------1----------j---------j--:------1----------1----------1---------j Le: Unsupported Length ftj Fb -BASIC ALLOW. psi I Fv -BASIC ALL.OW. psi·.1, 85.00 ·85.00 85.00 85.00 85.00 85.00 85.00 85.00 E ksil 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR I 1.25 1.25 1.i5 1.25 1.25 1.25 1.25 1.25 -. ----. AP PL I ED LOADS -------.. -1-------~ ---1--------• -I ---------" I-,;. -------·I --:--------1----------1----------.1 .. --------1 USE LL. THIS SPAN? Y/NI 1 1 1. 1 1 1 1 1 UNIFOR~ •••••• DL plfl LL pl'fj PARTIAL. • • • • • DL pt·fl LL pl f I-214.000 X-Left ftl 0.94 X-Right ftl TRAP •••• DL al Left #/ft I DL Q Right #/ftl LL al .Left #/ftj LL al' R,i ght #/f.t I· X-Left ftj X-Right ftl POINT •••••••• DL #I LL #I X-Dist. ftl 4.58 25,l)OO 2~000 4.58 8.00 13~00 3.33 . ·•:i ·-' I ~ SKT STRUCTURAL ENGINEERING 15175 BARRANCA PKWY SUITE A-201· . --.,.RVINE, CA 92718 714) 727-9070 · Title :CALLAWAY RUTHERFORD 5 ' Scope :REVISION Nl.llllber:T94001A Misc : . Dsngr : Date:·10-Jan-94 -----~-~------------------------~----------------------------------------MULTI-SPAN TIMBER BE;AM DESIGN & ANALYSIS -------~-----------~---------------------------------------~------------- DL #I LL #I. X•Dist. ftl DL #I. LL #I X·Dist. ftj' DL .#I LL #I X·Dist. ftl MOMENT-........ DL ft·#I LL ft·#I _ X·Dist. ftl -····· ·QUERY VALUES .••••••• ,· •••••• ···I·········.·!·-· ······ i···········,I,·· ·······_I·········· I·········· I.········ I - ' ., ) _, .. · <~~ SKT Scruccural Engin ,( --s-KT 1 _ -er,ng 5375Berra Su,ce A~201 nca Pkwy. Irvine, CA 9271·8 cp.·. _(!) 0 l l I I l . 0 /1:) -~ x~_:-..;, 2 7-··;,·"i_·p © _(e) -:i Yz -~};,~::;;;·-· v-t( ;3/4 'i lb·L VL / .3,eow:s or-I& "e1i _· . -;€&7AIF" fl-k..l'c./~ G'7.J.:EL /6::--;C, -p/-/1tS,f!: ::s~-:e-C!./'I--:;z., SKT ,· 13 ~1 ?KT Structural Engineering 15375 Barranca Pkwy. SuiteA-201 -Irvine, CA 9271 S C::~~'vv'A Y JOB ~o. 774CJ1JIA------=-----,-,.----=------- .,......._ 41-~-~m~G_~~ ........ --~--_-~~· __ $ ___ BY :P· ------''---,-------QATE ____ _ _(I_~-e°_)~· ~~-~_/_~_/N._~_--~---SHT ,=>-h OF __ .w, = ~ (/3,~r/u) = · /as_t; r /&& :-.3.33.'*t ',,./ 3 = ~F :. .so~/,.,.~~ -· ~ . c,4 .$ -·1 7/ -If;-/; --::. ,,. -. 533 4- ~// /.3..3 SK1l1 STRUCTURAL: EN.GINEERING 15375 BARRANCA PKWY Title :CALLAWAY RUTHERFORD 5 ,,. Scope :REIVISION SUITE A-201 _.IRVINE, CA 92'718 ( 714) 727-9070 .Number: T94 001A Misc : Dsrtgr : Date :·10-Jan-94 ' -. -------------------------------------------------------------------------- GENERAL TIMBER BEAM ANALYSIS & DESIGN Page p-7 --~-----------~----~--------------~-------------------------------------DESCRIPTION >> B-1 · >> ---~-----~ BEAM DATA TIMBER SECTION BEAM WIDTH BEAM DEPTH LAMINATION THICKNESS Fb -BENDING Fv -SHE.AR Fe -BEARING ELASTIC MODULUS BEAM DENSITY --~-------SPAN D~TA CENTER SPAN LEFT CANTILEVER RIGHT CANr,t'ILEVER =-= 2.$ in = 27 in = 1.5 in = 2400 psi = 165 psi = 385 psi =1800000 psi = 33 pcf = 46.75 ft = ft = ft ----------DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE -SHR BY 'd' ? 1.25 N y/n Y y/n ---~-----END CONDITIONS-------- FIXITY CODE ~---~>>. . 1 << l=Pin/Pin, 2=Fix/Fix 3=~.i,x/Pin, -4=Pin/Fix S=Fix/Free ~-------UNBRACED LENGTHS------- Le: CENTER SPAN = ft Le·, : LEFT CANT. = ft Le : RIGHT CANT. = ft ------------------~-~---------APPLIED LOADS---------------------------•••••••• Use 1 -1 distances for left cantilever! ~ ...... Uniform. ~ .... ~ . @ Cen,ter: • ••••••••••• !' • • • • • Trapezoidal Dead = 105.6 plf 'Live = 128 plf Dead @ Left= plf @ Left Cant: @ Right= plf Dead == plf Live. @ Left= 171 171 50 15 plf Live = plf @ Right= .171 · lTl 50 15 plf @ Right Cant: ••• X--Left = 4 10 34.5 42.75 ft Dead = plf •.• X-Right -8 14 41.75 46.25 ft Live = plf •••••••••• ! ••••• ~ ••• !' • • • • • • • concentrated ........................... . Dead . Live Dist. = = • ,. # 1 . ,. , .• # 2 • . • . # 3'. • • • #4 . • • • #"5 . . • . #'·6 • • • • # 7 • • • • # 8 .. lbs lbs ft • • •· • • , ••••••••••• ! • ••••• " • • • ,1\ppl.ied Moments ..••.•....••...•..•.•.......• Dead Live Dist. = == •. #1 ...• #2 •••• #3 •••• #4 •.•• #5 ...• #6 .•.• #7-~ •. #8 •. in-# in-# ft -----------~----------------SUMMARY -------------------------------USING: 2. 5oo•i X 27.0011 Beam, Bending = 103.3%, Shear = 65.83% Reactions: Dead Max. Max. M+@ 22.6 ft = 71.6758 ft-k Left = 2.47 6.63 k Max. M-@ 46,. 8 ft -·· -0.000(;i ft~k Right -2.47 6.07 k Max @ Left = ft-k Defl.ections: Max @ Right = ft-k Center. = -1.54 -3.87 in ?1?tX. Allow Momept = 69.3944 ft-k .•• L/Defl .= 36-5 145 ••• Dist. 23.38 23.19 ft fb-. Max. Actual = 2,832 psi L~ft = in . Fb . Allowa.ble = 2,742 psi ••• L/Defl .= . fv . Max. Actual = . 13"5. 8 ps.i Right = in SK'lrSTRUCTURAL ENGINEERING ],.5375.BARRANCA PKWY Title :CALLAWAY RUTHERFORD 5, Sca,pe :REIVISION Number:T94001A SUJ:TE A-201 ,--IRVINE, CA 92718 7'14) 727-9070 'Misc : Dsngr : Date :·10-Jan-94 -----~-------------~----------------------------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN -~-----~--------------------------~--------------------------~----------Fv : · Allowable Max. Shear@ Left · Max. Shear @· Right Sxx -Supplied Area Supplied. = = = = = 206.3 6.63444 6.06935 303.8 67.50 psi k k in ... 3 · in ... 2 ••. L/Def:J_ .=. Ck= .8ll(E/Fb) .... 5= Cs = (LeD/B ... 2) .... 5 = Cf= (12/d) .... 111 = 22. 21 · 0.91 --------~---------------------~------------------~--------------------------REQUIR~D Sxx Max. center Mom ··~·sxx Req'd Max. Left Mom •••• Sxx Req'd Max. Right Mom ••.• Sxx Req'd Design She~r@ Left .••• Area Req'd pesign Shear@ Right •..•. Area Req ' d .' . Brg R~q'd @ Left Brg Req'-d @ Right camber @ Left ·@ Center @ Right & Area ------. = 71. 7 ft-k = 313. T in ... 3 = ft-k = inA3 = o. 0 ft-k = o.o in ... 3 = 9.2 ·kips = 44.4 :Ln ... 2 = 8. 3 kips = 40.1 j_,n"2. = 6.89 in = 6. 3·1 in = in = -2.31 in = in .-----~-ALLOWABLE STRESSES------ . Fb . Fv ,Center Span = 2. 74 Left Support= 2.74 Right Support= 2.74 ksi 0.21 ksi 0.21 ksi ----------QUERY VALUES--------- Left Center Right .Dist. = Shear= Mo11,1.ent= Defl = •••.•• Live Load @ LEFT CANT. @ CENTER SPAN @ RIGH"r CANT. 6.63 Location ? y ? y ? y ft k ft-k in y/n y/n y/n --------~---------------~-------- SKT STRUCTURAL ENGINEERING 1~375 BARRANCA PKWY Title :CALLAWAY RUTHERFORD 5' Scope :REIVISION Nutilbe~:T94001A SUITE A-201 ,..--IRVINE, CA 92718 { 714) 727-90·70 Misc : Dsngr : Date:·;i.o-Jan-94 . --' . . ---------------------------------------------------------------------------- GENE~L TIMBER BEAM ANALYSIS & DESIGN Page -P-9 ----------------------------------~----~-~------~-----------------------DESCRIPTION >>.B-2 >> ----------BEAM DATA TIMBER SECTION BE~ WIDTH BEAM DEPTH LAMINATION.THICKNESS Fb -BENDING Fv -SHEAR Fe -BEARING ELASTIC MODULUS BEAM DENSITY ------~---SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER -------------= -~-- = 2.5 in = 27 in = 1.5 ih = 24-00 psi = 165 psi = 385 psi =1800000 psi = 33 pof . . ----------------· = .46.75 ft = ft = ft ~---------DESIGN· DATA LOAD DURATION FACTOR=. USE BEAM WEIGHT ? REDUCE SHR BY 'd'? 1.25 ·N y/n· Y y/n ---------END CONDITIONS--------FIXITY CODE ~~--->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix 5=Fix/Free --------UNBRACED LENGTHS------- Le : CENTER SPAN = ft Le: LEFT CANT. = ft Le : RIGHT CANT. = ft ---------------------------APPLIED LOADS--------------------------- ••. , .•. ,Unif·orm ••••• ~-.. @ @ . @ Center: Dead == 105.6 Live· = 128 Left Cant: Dead ::;::, Live Right cant: Dead = Live -- plf plf plf pl·f ..•••••• Use'-' distances for left cantilever! . . . . . . . .. . . . . . . . . . . Trapezoidal Dead@ Left= @ Right= Live@ Left= @ Right= ... X-Left = ... X~Right = 133 133 4 8 133 133 10 . 14 . . . . . . . . . . . . . . . . . plf plf 133 plf 133 plf 42.75 ft 46.25 ft plf plf . • . . . . . . . . .. . . . . . . . . . . . ...... ·-Concentra<ted ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . •. #L ... #2 .... #3 .• •. #4 ..•. #5 .... #6 .... #7 .... #8 .. lbs lbs ft Dead Live Dist. ......•. ~ . · ............... ·. . . Applied. Moments .••.•.•...•..•...•.•••..•• • • # 1.,. . . # 2 . • . .. # 3 . . . • # 4 . . . . #'5 . . . . #:6 • • • • # 7 . . . . # 8 .. Dead Live . Dist = = in-# in-# ft --------,-----,.----------------SUMMARY ---------..-·-----------"."'--------- USING: 2.S0O:" x 27.00" Beam, Bending:::: 99.7%, Shear= 62~68% Max. M+@ 22.6 ft ~ax. M-@ ·46.8-ft Max@ Left Max@ Right Max. Allow Moment fb: Ma~. Actual Fb : Allowa·ble fv: Max. Ac;::tual = 69.2007 --0.000"5 = = = 69.3944 ft-k ft-k ft-k ft-k ft-k = 2,734 psi = '2 t 14-2 psi = 129.3 psi Reactions: Dead Max. Le·ft = 2 . 4 7 6 . 3 4 k Right = 2.47 6.11 k Deflections: C~nter. = ••• L/Defl .= ... Dist. = Left = ••• L/Defl .= Right = :-1.54 365 23.38 -3.72 in 151 23.19 ft in in . SKT STRUCTURAL ENGINEERING 15175 BARRANCA PKWY Title ·:CALLAWAY RUTHERFORD 5 Sc:o.pe : REIVISION SUITE A-201 .. IRVINE, CA. 92718 '71"4) 727-9070 Nwnber: T94001A,, Misc : bsngr. : Date:·10-Jan-94 --------~-----------------------~--------~------------------------------GENERAL TIMBER BEAM ,ANALYSIS & DESIGN P-10 -------------------------------------~----------------------------------Fv . Allowable = 206.3 psi ••• L/Defl.=. . Max. Shear @ Left = 6.34196 k Max. Shear @ Right = 6.10833 k Ck= .~ll(E/Fb)"'.5= 22.21 Sxx -supplied = 303.8 in"'3 Cs == '(LeD/B"'2) "'. 5 = Area Supplied = 67.50 i.n"'2 Cf = (12/d) AO 111 = 0.91 -------~--------------~-----------------------------------------------------REQUIRED Sxx Max. Center Mam .... Sxx Req'd Max. Left Mom .... Sxx Req'd Max.. Right Mom .... Sxx Req'd Design Shear@ Left & Area------ = 69.2 ft-k = = = = = = 3-0.2 • 9 in,.. 3 ft-k in"'3 o •. o ft-k o.o in"'J 8.7 kips •••• Area Req'd De~ign Shear@ Right= 42.3 in"'2 8.0 kips 38.9. in"'2 •••• Area Req'd Brg Req'd@ Left Brg Req•a@ Right Camber ·@ Left @ Center @ Right = = = = = = 6.59 in 6.35 in in -:--2.31 in in -------ALLOWABLE STRESSES------ Center Sp.an = Left Support= Right Support= Fb Fv 2.74 2.74 2.74 k$i 0.21 ksi 0.21 ksi ----------QUERY VALUES--------- Left Center Right Dist.= Shear= Moment= Defl = •.•••• Live Load ~-LEFT CANT. @ CENTER SPAN @.RIGHT CANT. 6.34 Location ? y ? y ? y ft k ft-k in y/n y/n y/n -----~------------~-------------- 1 . ' ·, .. i( .... s . SKTSococoo~, e K . T +s . ·. ng,neering · · · :37-!'5 Barr Suice A-201 anca Pkwy. Irvine, CA 92718 4d1-t) // (~J Ilk/ (J/C--· . <;>··· ...•. · __ •.. -... . --- ··--@ SKT SKT Scruccural Eng1neer1ng 15375 Barranca Pkwy. Suite A-201 Irvine, CA 9271 8 . v-1, .d1~ 4. 4. ,-} f G 2 ,\ ,/ - 'Ir<../ I - --,:~~A---'-=L.,;_~ __ \;</2_~_-,;_y_· --,-------JOB ~0-T9~/A-- --,----=/2=-=-4".::,=m.:.c:.., .=C'..:,.::..e'.=,!C,~~==---'.5"=----BY __ 9..,._-__ _ -'----~------'--QATE ____ _ ____________ SHT -P..)"Z,OF -- /0-!S-_tf_--t:_ /8_~ _-!_!_ __ . . .:;,J /,/ /7/ ' /tJS_ (p +I&~.,_; /7/ .tlb1' j .. , SKT STRUCTURAL ENGIN~ERING 15175 BMUtANCA PKWY 'T.i.tle :CALLAWAY. RUTHERFORD 5 Scope :REIVJ:SION Number:T94001A SUITE A-201 IRVINE., CA 92718 Misc : (' 714) ·727-9070 Dsngr : Date:·12-Jan-94 -----------------------------------------------------------------------GENE~L TIMBER BE* ANALY$IS & DESIGN Page 1>-13 ----------------------------~-----------------~-------------------------DESCRIPTION >> B-3 >> ----------BEAM DATA TIMBER .SECTION BEAM. WIDTH BEAM DEPTH LAMI;NATlON THICKNESS . Fb -· BENDING Fv _;, SHEAR - Fe -BEARING ELASTIC MODULUS BEAM DENSITY . ___ ;_ _____ . ..;._ SPAN DATA CENTER SPAN L~FT CANTILEVER RI~HT CANTILEVER -------------= -2.5 in = 27 in = 1.5 in = 2400 psi = 165 psi = 385 psi =1800000 psi = 33 pcf = 47 .,J::r ft = -ft = ft ----------DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd'? 1.2'5 N y/n Y y/n ---------END CONDITIONS-------- FIXITY CODE ~---->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix 5=Fix/Free --------UNBRACED LENGTHS------- Le: CENTER SPAN = ft I,,e ; LEFT CANT. = ft Le : RIGHT CANT. = ft· ------------·------------------.APPL!ED LOA·DS --------------------------- .... · ... unifo~ .. •'• .... @ Center: .Dead = 105. 6 Live .... 1:28 @ Left cant: · Dead = Live = @ Right Cant: Dead = Live = plf plf plf plf plf plf • • . . . • . • Use '~ ,· distances for left cantilever !· . . . . . . . . . . . . . . . . . . Trapezoidal . . . . . . . . . . . . . . . . . Dead @ Left = plf @ Right= plf Live @ Left= 171 plf @ Right= 171 , plf ••• X-Left = 34 ft ••• X""'.Right = 3.8 ft . . . . . . . . . . . . . . . . . . . . . . . . . . . . Concentrated .. , .........................• • • # 1. • • • # 2 • • • • # 3'. • • • # 4i • • • .• # 5-. • • • --# 6 • . • . # 7 . . •. # 8 .. · bead Live Dis:t. = = lbs lbs ft •••••••.•••••••••.•••••••• ~ • Ap.pl ied Moments ..••.••••••••••••.•.•• · .•.•• •• #1 •••• #2 .••. #3 ••..• f4 •••• #5 •..• #6 .••• #7 •••. #8 .. Dead. . Live Dist = = in-# in-# ft ---~------~------~----------SUMMARY -------------------------------USING: 2.50011 'X:27.0011 ~eqm, Bepd,ing = 99.9%, Shear= 59.45% Max .• M+@ 24. 4 ft Max .. M-@· 47 .3 ft Max@ Left Max@ Right Max. Allow Moment fb Fb fv : Ma,x. Actual : Allowable : Max. Actual · · Reaction_s: Dead Max. = 69.3436 ft-k Left· = 2.50 5.69 k = -0.0001 ft-k Right = 2.50 .6.05 k = ft-k Deflections: = ft-~ Center.-= -69.3944 ft-k •. -L/Defl.= = = = 2,740 psi 2,742 psi 1,22.6 psi ... Dist. = Li;!ft = •.• L/Defl .= ~ight = -1.62 -3.81 in 352 149 23.66 23.85 ft in in SKT STRUCT{JRAL ENGIN,EERING 15~75 BARRANCA. PKWY SUITE A-201 IRVINE, CA 92718 Title :CALLAWAY RUTHERFORD Scope :REIVISION Nu:mber: T9 4 0 0·lA 5 ' i-'714) 727-9070 Misc :· Dsngr: Date:·12-Jan-94 1 ----~------~--~~-------------~-----------------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN -P-lq., ---------------------------~--------------------------------------------Fv : ~llowable = 206.3 psi ••• L/Defl.= Max. $hear @ Left = 5.69188 k Max. Shear @ Right = 6.04840 k Ck= .811(E/Fb)".5= ~2.21 Sxx ... Supplied = 303.8 in"3 Cs-= (LeD/B"2) .... 5 = Area Supplied = 67.50 in"2 Cf= (12/d)".lll = 0.91 ----------------------------------------~-----------------------------' . ------REQUIRED sxx & Area------ Max. Center Mom : ••• sxx Req'd Max. Left Mom •••• SXX Req'd Max. Right Mom •••• sxx Req'd = = = = = = Des·ign Shear · @. Left = . • • • Area Req'd = Design Shear@ Right= ..•• -.Area Req' d 1;3rg Req'd@ Left Brg Req'd@ Right Camber @ Left @ Center @ Right = = = = = . = 69.3 303.5 o.o o .. 0 7.7 37.5 8.3 40.1 ft--k in"3 ft-k in''"3 ft-k in"3 k,tp$ in" 2 kips in"2 5.91 ii:i 6.28 in in -2.42 in in ----~--ALLOWABLE STRESSES------ Center Span = Left ·support= Right Support= Fb Fv 2.74 2.74 2.14 ksi 0.21 ksi o. 21 ksi ----------QUERY VALUES--------- Left Center Right Dist. = Shear= Moment= Defl •..... Live toad @ LEFT CANT. @ CENTER SPAN @ Rl:GHT CANT. 5.69 Location ? y ? y ? y ft . k ft-k in y/n y/n y/n --------------------------------- SKT STRUCTURAL ENGI:NEERING: 15175 BARRANCA PKWY Title :CALLAWAY RUTHERFORD 5 Scope :REIVISION NU®er:T94001A SUITE A-2 0.1 ,.....IRVINE, CA 9-2718 {_ '.7i4) 727-9070 Misc : Dsngr :-\ Date :·10-Jan-94 ---~-~-------"'!9------------------~------------~----------------------------- GENERAL TIMBER BEAM ~ALYSIS & DESIGN Page -p-\S -----------------~-------~-----------~------------------~----~-----~----DESCRIPTION >> B-4 >> ~ --.:.--.-----BE,AM DATA--------... ---- TIMBER SECTION BEAM WIDTH BEAM-DEPTH. LAMINATION THICKNESS· Fb -BENDING Fv -SHEAR Fe --BEARING ELAS'l'IC MODULUS BEAM DENSITY = = 2.5 in 22.5 in 1.5 in = 2400 psi = :I.65 psi = 385 ps~- =1800000 psi = 33 pcf -----~----SPAN DATA-------------CENTER SPAN LEFT CANTlLEVER RIGHT CANTILEVER ·= = = 39.33 ft ft _ft ----------DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1.25 N y/n Y y/n ---------END CONDITIONS-------- FIXITY CODE ~---->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix 5=Fix/Free --------UNBRACED LENGTHS------- Le: CENTER.SPAN = ft Le: LEFT CANT. = ft Le.: RIGHT CANT. = -ft -----~------------------------APPLIED LOADS--~-----------------------~ ••••••. ~ . Use ' -' distances for left cantilever ! ..... ~ Unifo~ .. _ ..... . @ _center: ••••...• ·-. ·. • • • • . •. . • Trapezoidal · Deact = i05.6 plf Live = 128 plf Dead @ Left= plf @ Left Cant: @ Right= plf oead = plf Live @ Left= 171 plf Live = plf @ Right= 171 plf @ Right Cant: •••. X-.Left = 1 .• 33 ft Dead. = pif • , •. X-Right = 5.33 ft Live = pl! ................•...... ~ . . • . . Concentrated . . . . . . . . . . . . . . . . ............ . Dead = Live = Dist. = •. #1 ...• #2~-•• t3 ..•• #4 ••.• #5~-•• #6 •••• #7 •••• #8 •. lbs lbs ft ....... -~ ... . . . . . . .. . . . . . . . . .... . . . Applied· Moments ...•......................... Dead Live Dist •• #1 •• ~-#2 •••• #3 •••• f4 •. -~#5 •••• #6 •.•• #7 •••. #8 •. = = = . . . . in-# in-# ft ------~----~----------------SUMMARY -------------------------------USING:. 2.50011 X 22.50" Beam, Bending =_ 94.2%, Shear = 60.55% Reactions: Dead Max. Max. M+@· 19.4 ft = 46.3132 ft-k Left = 2.08 5.22 k . Max.-M-@ 39.3 ft = -0.0003 ft-k ·Right = 2.08 4.65 k Max @ Left = ft-Jc Deflections: Max @ Right = ft-k Center. = -1.33 -3.03 in Max. Allow Moment .... 49.1768 ft-k ••• L/Defl. = 355 156 • •• Dist. = 19.67 19.67 ft fb . Max. Actual = 2,635 psi Left in . Fb . Allowable = 2,798 psi ••• L/Defl.= . fv -. Max. Actual = 124.-9 psi Right = in . I I SK'!' STRUCTURAL E~GINEERING 15375 BAAR,ANCA Pl<WY SUITE A-201 _ ___ IRVINE, CA 92718 , :7·i4) 727-9070 Title :CALLAWAY RUTHERFORD 5 Scope :REIVISIO~ Number:T94001A Misc : Dsngr: Date:10-Jan-94 ------------~-~-----~----------------------------~----------------------GEN~RAL TIMBER BEAM ANALYSIS & DESIGN -p-\C, -----------------~--~------------~--------------------------------------Fv ·-Allowable = 206.3 psi ••• L/Defl.= . Max. Shear @ Left = 5.21983 k Max. Shear @ Right = 4.65165 k Ck = .811(E/Fb)".5= 22.21 Sxx -supplied = 210.9 in"3 Cs = (LeD/B"2)".5 = Area.Supplied = 56.25 in"2 Cf= (12/d)".111 --0.93 -------------~------------------------------------------------------~----~--REQUIRED Sxx & Area------ Max. center Mom •••• Sxx Req'd Max. Left.Mom •••• sxx ~eq'd Max. Right Mom •••• sxx· Req'd = = = = = Design Shear@ Left = •••• A_rea-Req' d = Design Shear@ Right= •.•• A:r;ea Re9'.' d B:r;g Req·• d @ Left Brg F,~q'd'@ Right camber @ Left @ center @ Right = = = = = = 46.3 198.7 o.o o.o 7.0 34.1 6.3 30.6 ft-k in"3 ft-k in"3 ft-k in"3 kips in",2 kips in"2 5.42 in 4.83 in in -2.00 i.n in. -------ALLOWABLE STRESSES------ Center Span.= Left Support= Right Support= Fb Fv 2.80 2.80 2.80 ksi 0.21 ksi 0.21 ksi ----------QUERY VALUES--------- Left Center Right" Dist.= Shear= Moment= Defl = •••••• Live Load @ LEFT CANT. @ CElfTER SPAN @ RIGHT CANT. 5.22 Location ? y ? y ? y ft k ft-k in y/n y/n y/n ~KT Structural E;ng1neer1ng S. ·. KT. 153758arrancaPkwy. · Suite A-201 . lry,ne, CA 92718 6// A\,(o_ /.A y_·· · , '"'7't::lA./171/A -=:~==---'-.;_,..._._--'--------JOB NO./ .7~/r,&- -"'~--'==--'--~--~-z-=-<-~-=-=!E~:Z:,~-==---BY ~ · ~--'----'-'----------------'°ATE ____ _ ~--'-----'-'-,---------SHT~-, OF __ ... ~ ,;· ·---·· --~-·. II :n a: w ==-:zr = . =1~3 j/..s_ 5 r/g) == d,.C, ~ '= -¢_-7 f ( /;_ 6) -= ~// ~~&..;..57.3 -V (87C) . ) · I 34-' ~ 6}-r~/~;; ~x 7 ...,/2 4Y 7 :::-.5:.:3~ .1;5- ~~ ~ 6P-/& --( 11-i -1~)4><'7X ¾h: Rr = SKT SKT Structural Engineering 1:5375 Barranca Pkwy. ·suite-A-201 Irvine, CA 92718 ---~~-'-------PATE ____ _ -'------"----'-------'---SHT 'J;, -Z, OF __ . . SKT STRUCTURAL ENGINEERING 15375-BARRANCA PKWY SUITE A-201 IRVINE, CA 92718 Title :CALLAWAY RUTHERFORD 5 Scope :REVISION Number:T94001A Misc : -"714) 727-9070 Dsngr: Date:12-Jan-94 -----------------------.------------------------------------------------- SERIES OF CANTILEVERED BEAMS Page 5-j -~--------~----~-------~---------~-~-------------------------------------DESCRIPTION » BEAM LINE 2 >> ----------------------------------------~-----------·-----.------------------------------------------------------ Lamination Thickness = :Live Load Skip Loaded? 1.5 in Cants. Braced? · Y/n: Y Y y/n Load Durat:iori Factqr= 1.25 II 4 r 4i' ~ >» Span Type ••••• -1 RCANT SIMP . DOUBLE SIMP DOU.BLE SIMP .DOUBLE SIMP · DOUBLE SIMP LCANT -------------------. ---1-~ -----·----------------------~-.--: ______ . _____________________________________________________ _ COLUMN BAY SPACING ftl 48 48 48 48 48 •••• Actual Span ftl --·-28.00 25.00 LEFT CANTILEVER ft I 10.00 12.50 --- RIGHT II ft I 10.00 10.50 • ·., - BEAM WIDTH inl 6.75 6.75 6,75 6.75 6 •. 75 BEAM. DEPTH 'inl 34'.50 22.50 31.50 21.00 . 34.50 =============. =========I======== I=. === . ==I====== -· 1 ==·=====I======== I ·==== -·=I======== I== ·=· ===I======== I====== -=I======== I Moments ••• Left ft-~I ----244.2 •302.0 Center ft-kl 300.7 124.6 228:0 98.5 289.0 Right ft-kl -240.4 ----235.0 ==, ============ . ·======I-No i:.ooc:t-=· =====· I . =. ==· ==I=.' .. = .. =·I ·No Good-======== I======== I======== I======== I======== I======== I F1b_ -Allow. psi I 2,668 2,798 2,695 2,819 2,668 fb -Actual psi I 2,695 2,626 2,625 2~383 2,706 AL low. . psi I 206,3 206.3 206.3 206.3 206.3 f'v -Actual 'psi I 189.9 178.9 204.2 166.8 212·.0 Max. Shear #I 29,478 18,112 28,942 15,763' 32,911 Max. Left Reaction #I 27,541 17,730 62,880 15,763 69,887 Max. Right. 11 #I 65,612_ 18,112 61,954 f5,7~3 27,342 Cntr Defl. DL inl -1.20 -0.82 -0.44 -0.64 -1.03 Max. inl ·2.!34 -1.53 -2.66 -,1.18 -2.69 Left Cant: DL inl -0.27 --,--0.01 Max. inl -1.93 -1.46 Right Cant: DL inl 0.28 -0.28 Max. inl -0.59 -1.97 ••••• -DESIGN DATA· ••• -·I---····· ,I···-. ---1--------1 .•••••. • J· ....... I·· •• •••• I· ·---···I·.···--·I· •• ·---• I---•••• ·I··-•• ··-I UNBRACED LENGTH ft I . Fb psil 2400 2400 2400 2400 2400 Fv psi I 165 165 165 165 165 ELASTIC MODULUS *10"61 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 · 1.8 1.8 1.8 ----APPL t ED LOADS-----1·-------1-----. -1-------I ------I --·------I -----· --I --------I --------1--------1--------I -------• I UNI FORM.... DL pl f I 688 688 645 688 688 . LL plfj 573 573 573 573 573 DISTRIBUTED: DL . plfl 43 LL plfl X-Left. ftj 32 X·Right ftl . 48 POINT: #1 DL #I LL . #I 534 534 358 928 X·Dist. ftl 34 13.5 36 2.5 #2 DL #I LL #I 67 41 534 424 X•Dist. ftl' 48 34 44 44 SKT STRUCTURAL.ENGINEERING 15375 aARRANc~ PKWY SUITE A-201 IRVINE, CA 9.2718 ~-,,, 71·4) 727-9070 Title :CALLAWA~ RUTHERFORD 5 Scope ~REVISIO~ Number:T94001A Mis·c : Dsng:t : Date: .. 12-Jan-94 ---------~-------------------------------------~------------------------SERI~S OF CANTILEVERED BEAMS ------~---~-------------------------------------~------------------------ #3 DL #I l,L #I 794 X·D1st, ftl 48 #4. DL #I LL . #I X-Dist. ftl #5 DL #I LL #I x-o;,t. ftl #6 DL #I l,.L #I X·Dist. ftl. #7 DL #I. LL. #j X·Dist. · ft! =.=========-= .. =.================·================.===========================.============================================ ·J ..... : f-1 ... ",.i~ SKT SKT Structural E'ng,neering 1 5375 Sarranc,a Pkwy. Su,te-A0201 Irvine. CA 9271 S /7 At!&!J.. ),v_,d Y -roA/V"1 / A .,...C-:::::=:a~,-..i_...--------'-'---------JOB NO. ' ~/;,;,,. ~: & __ · 77,ltS __ ,e_;_~.,.....;-=-· --'----=G==------BY '* -------,-------DATE ____ _ ---------'------SHT~-SOF ___ _ \ C ,/2/c=-a,c ~ k~A~ LM/= 3 1 I --M· r-70 £,; ',,.../::. .3~ ( l..3_.5-r/Z) > :. 4--o-.9 + ~r.:J b -IJf h~ = ~;:=-1'6~1:j,e:-/9 ... .& f-t:; -12) 4Y7 ~ /t,; 0 i t-~" ( 1-2,.-. +tz) 1'-~/z -,;z -=-· ~ z ~ (;I r .:?~f: d . \;../.::. 44-( 13,S"r /"Z') ~ 1.,,..:/ I -i tJ t--9 .;_ . 4.-/, ('/.. 6 ) -= -.. o Z4cJ +-=fl 4 €- S-9 ¢r+ j-Z 2> ~/) . 79 :ll:7 * I 74 1 ( i SKT SKT Structural Engineering 1 5375 Barraraca,Pkwy. Suite A-201 Irvine, CA 9271 S --------------JOB NO. ____ _ -,--,---,------------BY _____ _ -~----a....--______ DATE ____ -'-_ --'-____________ SHTX? -&, OF __ SKT STRUCTURAL ENGINEE~ING 15j75 BARRANCA PKWY SUI'l;'E A-201 Title :CAµLAWAY RUTHERFORD 5 Scope :.REVISION Number: T.94001A Misc : IRYINE, CA 92718 '714) 727-9070 Dsngr : Date:·12-Jan-94 --~-------~-~-·-~----~-----~----~~--------------------------------------SERIES OF CANTILEVERED BEAMS Page ~-7 --------------------~---~--------~--------------------------------------- DEJiCRIPTION >> BEAM LINE 3 >> . . --·---------------------------------------------------------.--------------------------------------------------- LaminatJon Thickness = Live Load Skip Loaded? 1.5 in Cants. Braced? y/n: Y Y y/n Load Duration Factor=. 1.25· # 6 ;: »> Span Type ••••• • I ltCANT · SIMP _ DOUBLE SIMP DOUBLE SIMP . DOUBLE SIMP DOUBLE SIMP LCANT _; -----------·--------1---------------------------------------·-------------. -----------------·--------------------------- COLUMN BAY SP.ACING ft I 48 48 48 48 48. 32 -::.,.: •••• Actual Span ft I 26.00 28.00 · 20.50 lEFT CANTILEVER ft I 12.00 10.00 RIGHT II ftj 10.00 10.00 11.50 BEAM WIDTH inl '5.125 5.125 5.125 5.125 5.125 5.125 BEAM DEPTH inl 33.00 19.50 37.50 24.00 37.50 18.00 ============== .. = .== -==,I· "'"'=====I========+======== I==== . === I ·=. =====I======== I==· =====I======= . I ·=======I======== I======== I Moments ••• Left ft-kl --• -1'97.7 -240.9 Center ft-kl 210.1 73.3 214.8 123.3 226.2 63.1 Right ft-kj -156.1, -236.2 -221,0. ____________ .,; _____ :_ __ :__ I -No Good---------1--No Good--No Good--No Good:. -,----.:--1--------1--------1--------I ____ .,; ___ 1--------1 F •'b • AL Low. psi I 2,681 2,842 2,643 2,778 2,643 2,868 fb -Actual psij 2,710 2,707 2,360 3,008 2,407 2,736 AL low. psi I 206.3 206.3 206.3 206.3 206.3 206.3 t, -Actual psi I 178.4 169.2 215.1 220.6 218.5 200.2 Max. Shear #I 20,117 11,271 27,565. 18,085 27,996 12,310 Max. Left Reaction #I· 19,087 11,271 50,385 17~293 62,127 12,310 Max. Right 11 #I 44,000 1.1,271 61,527 18,085 57,614 12,310 Cntr-Defl. DL inl -1,25 -0.83 -0.38 -0.88 ·0:44 -0.60 Max. inl -3.01 , -1.56 -1.97 · -1.64 -2.06 -1.06 Left Cant: DL inl -0.14 -0.15 Max. inl -1.52 -1.40 Right Cant: ·DL · inl 0.33 -0.18 -0.16 Max. inl -0.54 -1.38 -1·.53 ------DESIGN DATA-: ----·1--------1--. -----1--------1--------1--------1.-----. --I·--------1--------1--------1--------1--------1 UNBRACED LENGTH , ftl Fb psil 2400 2400 2400 2400_ . 2400 2400 Fv psi I 165 165 165 165 165 165 ELASTIC MQOULUS *10:6j 1.8 1.8 1.8 , 1.8 1.8 1.8 _1.8 1.8· 1.8 1.8 1.8 -----APPL I ED LOADS-----1--------1--------I --· -----I ---· ----1--------1. --------1 · -------1---. ----1--------1--------1--------I UNI FORM.:.. DL plf I 459 459 594 _ 673 673 673 L,L pl f I 408 408 528 : 528, 528 528 DISTRIBUTED: DL plfl 79 LL plfl X·Left ftl X-Right ftl POINT: #1 DL #I LL #I ' X-Djst. ftl #2 DL #I LL #J X-Dist. ftj 3240 3948 48 32 48 174 34 534 42 534 6 534 22 289 2. ·424 10 SK'l'.STRUCTURAL ENGINEERING 15375 BARRANCA PKWY SUITE A-20l __ :....T.RVINE, CA. 92718. Tl4_) 721~~070· . Title :CALLAWAY RUTHERFORD 5 . Scope :.REVI~ION Ntiml:>er:T94001A Misc : Dsngr: Date:12-Jan-94 ----------------------~-------------~-------------------------------------- SERIES OF CANTILEVERED BEAMS -------------~---------------~------~---------~----~--------------------- ff3 DL . "#I LL #I . 378 1216 290 X-Dist. ftl 48 34 25.5 #4 DL #I. LL #I 413 495 X·Dist •. ftl 4~ 46 #5 DL #I LL #I X-Dist. ftl #6 DL #I LL #I X-Dist. ft!· #7 DL #I LL #I ~-Dist. ftl =====-======· ==========================================:' ===============_·-============.=================================== !',-_ ....... _ .__ SKT Structural Eng1neer1ng 8 K·_ T' 1-$375 Barranca Pkwy. SuiteA-201 -Irvine, CA 9271-s fl --=23=.,X1Zc.....c-' .=-_LA_·....:....kh....:....~....:....-.:._Y _____ JOB~O. 794a?I.A _.);2e:..=:;:2/4=-:~c......:...._-;:;;;.;_::. :..:....-~__:;_:;_-;Rl:;;;..:;-2:....:....;>_...;..;.i_~_:_A_~--BY ~ -----~------DATE ____ _ -------'--------'--------SHT B -9oF __ _i· . _-, W·j 1S A 'i -&1 wF: w:.. w, ._ ·eLt;, P-ff -G;;:-:: v~ ~-= Ml~ ~P-7 .... ..5 4,-C) I-4-,!;D 44-/j ::.;_~(~) =-72 ~IJ (SZTO -l&)e.-x7 X :54:, 4-4-& # z 3'/.7 4-c) -:::. ., .... SKT SKT Structural Engineering ' ' ' 15375 Barranca Pkwy. SuiteA-201 Irvine, CA 9271 S . ,/"/,,,, C4d kl"/' V -7"-0 A A?J / _;1 _(..,"'=-'~"-Jae;:--··---:,.~-,----'-,---'------JOB NO (7 y<;.,,,C./rr-t-~a~. -~~....a..,_'-"--·. .=: -=~-=---iZ::,.._• _· -=.=,.~:,.d...,;._. ---,--BY -~ ---------~------DATE------ ----~---------SHT z; ... /Q OF __ _ "' ':' '-11/:, ., . ...:::3 Z,C) --'. ---.. '# -3~_# SKT STRUCTURAL ENGINEERING 15~7~ BARRANCA PKWY SUITE A-.·201 IR"IJINE, ·CA 92718 Title :CALLAWAY RUTHERFORD 5 Scope : REVIS-ION NuJnber:T94001A Misc · : 714) . 727-9070· Dsngr: Date:12-Jan-94 ~-----~------~---------~-----------------~-----------------~------------SERIES OF CANTILEVERED BEAMS Page :E:> ... \/ ---------------------------~-~-~~--------~------~------------------------DESCRIPTION » BEAM LINE.4 '>>· ----------------------------·---------------------------------------------------------·------------------------ Lamination Thickness = ~ive Load Skip Loaded? y. 1.5 ih y/n Cants. Braced? y/n: Load Duration Factor~ y 1 .?5 . /7(# rG' pc >»Span.Type •••••• , RCANT SIMP DOUBLE SIMP DOOBLE SIMP DOUBLE SIMP DOUBLE SIMP LCANT -----·-----------------,-. --------------------------------------------· -----------·--------------------------------------- COLUMN BAY. SPACING ft I 48 48 48 48 48 32 •••• Actual $pan ft I ---23.00 27.25 20.00 LEFT CANTILEVER ft I . ---12.50 10.25 ----• - RIGHT, 11 ft I 12.50 10.50 12.QO BEAM WIDTH inl 5.125 . 5.125 5.125· 5 •. 125 .. 5.125 5.125. BEAM DEPTH . in'j 31.50 18.00 34.50 22.50 34.50 16.50 · ====== ·=== . ===== · =· · =1==~=====1========1========1========1====== ·=1====-· ==·1====··===1=· ======1========1========1========1 Moments ••• Left ft-kl ----226.3 -226.3 Center ft-kl 236.9 67.4 178·.7 104.1 195.0 60.0 Right ft·kl -226.3 •221.5 -230.6 . . . =======================I-No Good--No Gqod--No Good--NQ Good--No Good--No Good-========1========1========1========1========1 F1b -Al.low. psij 2,695 2,868 2,668 ?,798 2,~ 2,896 _ fb -Actul!il ps_ij 3,354 2,,924 2,671 2,889 2,722 3,099 -Allow. psi I 206.3 206.3 206.3 206.3 206.~ 206.3 tv -Actual psi I 225.4 190.7 210.6 ·209.8 216.6 213.0 Max. Shear #j 24,256 11,730 24,821 16,129 25,537 12,010 Max. Left Reaction. ill 2'.1,984 11,730 51,317 15:,078 56,778. 12,010 Max. Right 11 #j 53,675 11,730 55,044 16,·129 ·55,498 12,010 Cntr Defl. DL fol ·1.46 -0.76 -0.21 -0.87 -0.37 -0.7Q Max. inl -3.84 -1.43 -2.04 -1.60 -2.24 -1.25 Left Cant: · DL inl -0.54 -0.27 . · ---- Max. inj -2.52 -----1.89 ----. Right Cant: DL inl 0.10· -----0.40 -o·.42 Max. 1nl -1.79 -----2.0l -2.31 . -----DES1~N DATA------l-----· ---·I· -------1---------1------. -I·--·----1-------·_1--------1--------1--------j--------l--------l UNBRACED LENGTH _ ftj Fb psi I', 2400 ?400 · 2400 2400 2400 2400 . Fv psfl 165 165 165 165 165 165 ELASTIC MODULUS *10-6j 1.8 1.8 1.8 1.8 1.8· 1 :8 1.8 1.8 1.8 1.8 LS -----APPLIED LOADS------j. --. ----1------. -j--------1--------j.---· .. --j---------j--------j--------j-----· --j--------j--------j UNI FORM.... DL. plf I 540 540 540 .. 612 612 673 LL pl f I· 48Q 480 480 480 480 528 DISTRIBUTED: DL plfl 72 LL plfl . X-Left ftj 32 X-Right ft I' 48. POINT.: #1 DL #I LL. -· #I' 446 534 578 X-Dist. f.tl 44 5.5 2 #2 DL -#I L~ #I 1450 320 X-Dist.: ftl 34 17.5 _SKT $TRUCT1JRAL ENGINEERING 15375 BARRANCA PKWY SUJ:TE A-201 IRVINE, CA 92718 .. ---'714) 727-9·010 Title :CA+,,LAWAY RUTHERFORD 5 Scope :·REVISION Nuinber:T94001A Misc : Dsngr: Date:12-Jan-94 ·~--~-----~----------------------------~----~---~------------------------SERIES OF CAN~ILEVERED BEAMS ------------------------------------------------------------------~------#3 DL. #I LL #I 448 394 X·Di$t. ftl ,40. 45.5 #4 DI, #I LL #I X·Dist. ftl #5 DL #I LL · #I X·Dist. ftl #6 DL #I LL #I X·Dist·. ftl #7 DL #I LL #I x~oist. ftl =============== ·=====================================================·===========·====~=====·============================== - ( ... _ SKT Structural Engineering S:KT 15375 Barranca Pkwy. S~ite A-201 Irvine, CA 9271 B --'------~---DATE ____ _ 67~ s~~ -SHT "?5~/30F --'----'---'--,---'----------> -- ( t) .. tl.73 f-0::_~~ = 7. ~ /2 ~ _ _, 2¢.2¢1'7tJJ3-. 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S KT 15.375BarrancaPkwy. , . . Suite A-20,1 . Irvine, CA S:;271 B . --=a=-::'/~~-'-"'-~"---;:,_;~_~ __ .....::..::S-:::..,;<1~--BY ,?, ~---"-------DATE ___ _ ___:/4....::c==-;'-'-1---=-_h;..;,..:WVc__,· c...::...:::i<~e=-=..:~S""""'--'-, ___ SHT ef/-:? OF __ . -OK. __ -------- ~~/€3:. $~ #1/Gj --4Y~';(-= . IC /ltg 7 t)~ }/(JS -:4, :15 l,J JAi rd G -£&AX =- ~vi : l7i.30 t:. · :I/C2S-<,t;, 1!:J'_k/77--I ref,t: -12;.,,,,,a..y--- ~a.1; 1730,<. /l1-~9K. (1..5%) . 0/C. ,(: ;1,, u t:)L /6,_/,:St::. 0£:.. r-'. ~ ~ ...... SKT Scruccural Engineering r.s· K. . . T 15375 Barranca Pkwy. . , Su,ce A-201 Irvine, CA 92718 l:AcLA I .. iA "' &--,----~-..._ ..... ,d ' . -. . !'V~ r . /~JOB NO. 'T94c:Jt) IA ---,_---;----,-. ---'---------BY--4~---M/e-_ ·..sa~ / -~~;.._c.-===:=:!:~ ____ DATE ____ _ -:-""----'--''------'----,..a.---'------·SHT s.--r Ot= __ - · ----.. · .:/.::: ·-./~:.:u r/,&7)--;:.·tl-·::: ----~-.t'i -4 p..:$1=· ------- &:--z ..3z'·o" . li)POP PA-e,t,.Pf!3" m P ~c.. r. · · . . ,/,,\ /S'-/~.S-) .. # · _ T = :?.a 41'6/g,.3..3 (--5 __ s . ; : __ &/&, ;-. _ _::_ . -:.. -- ~/C/7 ' / '7 ~t:)· .1' . ·---~ &130 ·' Report No. 4627 TABLE NO. 11-KB·II CARBON STEEL AL~OWABLE; TENSlo'N ANO SHEAR VALUES (In Pounds)1•4 _f'• =,20QO Pl!i f' • = ~000 psi f' • = 4000 psi f' • = 6000 psi Tension T~sion Tension Tension ,ANCHOR, DEPTH ,. DIA. ,_EMBED, With; Without' Wllh2 · wlt11out" ·with' Wlthouf. Wlth2 Without' (lnel1H) (Inches) Sp. lnsp. Sp, lnsp. S!lear Sp. lnsp. _Sp, lnsp. Sh~ar Sp. ln5p. Sp. lnsp. Shear Sp. lnsp. Sp. lnsp. Shear ,,,. l 1/s 250 125 400 310 155 400 360 180 400 440 220 400 '!J.-2 525 265 400 550 280 . 400 590 295 400 625 315 400 'l.i. Yt.i. '_625 315 400 625 315 400 625 3!5 . 400 625 315 400 ·3/s 15/s 500 250 925 615 310 975 710 355 1,025 800 400 1,025 '. 3/s '_2½ 1.125 565 l,_100. 1,210 605 1.100 1.290 645 1.100 l,450 725 !,100 _J/s, . 41/4 1.250 625 I,100 1.300 650 1.100 1,3~0 675 1,100 1,450 725 1,100 ½ _2¼-·I.100 550 1,810 1.230 615 l.8,40 l.365 680 1,840 1,625 815 l.840 'h 31h 1.750 . 875 1.840 2.000 1.000 . ' 1,840 ~.250 1.125 1.840 2.625 1,315 1,840 ½ 6 l.950 975 1,840 2,165 f.080 1,840 2.375 1,190 1,840 2,625 1,315 1.840 5/g VI;. 1,500 · 750 2,875 1.750 875 , 2.875 2,000 l.000 2.875 2.500 1,250 2.875 51s 4 2,250 1,125 ·3.125 2.670 1.335 3,125 3.090 l.545 3.125 3,925 1,465 3,125' 5/g 7 3,000 1,500 J.12'? 3,2,10 1.625 3,125 ~.500 1,750 3:125 3,925 1.965 3.125 ->/4 .. 31/4 1,850 925 3.875 2,175 l.090 3.875 2.500 1.250 3,875 3.000-l.500 3,875 3/4 4¾ 2,750 l.375 4,225 3,875 l.940 4.;2s 4.500 2.250 4.225 5,060 2.530 4.225 -3/.,, g 3!750 l.875 4,225 4.625 2,315 4.225 5,500 2.750 4.225 5.925 2,965 4,225 ,! 41h 2.930 1.465 " 6.625 3.800 1.900 7.12:S 4.375. 2.19'0 7.625 4,360 2.180 8.625 l I 6 3.99.0 1.995 8,625 5.6~ 2.810 8.625 6,625 3.315 8.625 7.875 3.940 8.625 l I 9 6,090 3,045 8.625 7-190 3.59'5 8.625 8.125 4;065 8.625 10,000 5.000 8.625 1The-tabull!ted tension-and she;,.r values are for anchors installed in stone-aggregate concrete hav'fng the compressive strength at the time of installation. Concrete l!ggregate must comply with U.B.C Standard No. 26-2.- , 2Toese tension values are only applicable when the anchors are installed with special inspectio11 as set forth in Section 306 of the code. 3Toese tension values are only applicable when the anchors are ins[l!l!ed without special inspection as set forth in Section 306 of the code. . 4The-rabufared values are for anchors installed a minimum of '12 ancllor diameters-on center for 100 percent efficiency .. Spa,cing may be reduced to 6 anchor , diameters provideq_ the values are reduced 50 percent. Lin~ar interpolation may _be used for intermediate spacings. TAB'LE,N0.111-AISI 304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSIO_N AND SHEAR VALUES (In Pounds)1.4 , •• ::; 2000 p~i f' • 'c 3tl00. P,sl f', = 4000 psi f', = 6000 psi Tenslo_n Te_nsio/i Te_nsion Tension , ANCHOR, DEPTH . ' DIA. EMBED. Wlth2 Without' Wlth2 Wlthou~ Wlth2 Wlth!lut' Wlth2 Wltnoutl (Inches) (Inch.as) SP, lnsp, Sp. lnsp. Shear Sp. lnsp .. Sp.'lnsp. Shear -Sp. lrisp. Sp. lrisp._ Shear Sp. lnsp. Sp. lnsp. Shear ¼ l 1/g 300 150 525 3t5 15'6 540 325 165 550 350 175 550 . 1,,. 2 440 220 550 520 260 550 520 260 550 ' 520 260 550 -¼., 3J/,. 520 260 550 520 260 550 520 260 550 520 260 550 3/g Pis 400 200 825 460 230 950 515 290 1,075 625 315 I.ISO !/s 21/z 875 440 1,250 L025 515 1.250 L.-175 590 1,250 1,350 675 I.250 l/g 41/4 l.QOO 500 l.:?50 -, :1.2,50 625 1-.250 l.350 675 1.250 1,350 675 l.250 'lz 2¼ 800· 400 1.700 l.000 5QO 1,740 l.200 600 ),775 1,250 625 2.085 'h. I 3'/i l.::!50 , 625 2.085 1,625 815 2.085 2.000 l.000, 2.085 2.250 1.125 2.085 1/2 6 L375 690 2.085 h.765 880 2.085 '.!.150 l.075 2.085 2.550 l.275 2.085 51s 2,,,. 1.175 : 590 2.625 1,500 750 2.875 1,700 850 3,125 1,800 900 3.125 5/R 4 1.750 87;5 3.125 2.250 l.t:!5 3.125 2,750 1.375 3.125 3,000 1.500 3.125 5/g. 7 2250 l.125 3.12~ 2,825 -1.415 ~.125 _3,425 1.715 3,125 3,425 1.715 3.125 J/4_ 31/4 1.450 725 2,700 1.825 ~15 3,100 2.200 l,100 3,500 2,450 1.225 4,500 3/.i. 43/,. 2,350 1,175, 4,225 3,050 J.525 4.3_6,5 3.625 1.815 4.500 4,375 2.190 4,500 3/~ ,8 2,750 J.375 4,500 3,675 l.815 4,500 4.250 2.125 4,500 4,800 2.400 4,500 ,I 4'/2 2.925 1.465 5,700 3.6:25 l.815 6,350 4,325 2.165 7,000 4,500 2.250 7.000 1 6 4,1!5 2,065 7.000 6.000 3:0001 · 7.000 6,750 3,375 7,000 6,875 3,440 7.000 1 9. 5.250 2,625 7.000 .· 7.500 3.750 7,000 8.800 4.400 7,000 8,800 4.400 7.0QO 1The tabulated tension and shear values are for anchor~ installed in stone-aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with 8.8.C. Standard No. 26-2. 2Toese tension values are only applicable when ihe ancl'lors are instaUed with special inspection as sec forth in Section 306 of the code. )These tension values are only applicahle when the anchors ;re installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of ! '.?.· anchor diameters 011 center for I 00 percem efficiency. Spacing may be' reduced to 6 anchor diameters provided the Vijluc:s arc redu"ced 50 percent. Linear imerpolacion may ~-used for intermediate spacings.