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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB990028; PermitCity of Carlsbad 03/04/1999 Commercial/Industrial Permit Permit No: CB990028 Building Inspection Request Line (760) 438-3101 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Tl Sub Type: Parcel No: 2120702300 Lot#: INDUST 0 Status: ISSUED Valuation: $5,000.00 Construction Type: VN Applied: 01/02/1999 Occupancy Group: Reference #: Entered By: MOP Project Title: EQUIP. PIT AT BALL MANUF. Plan Appro~2 03,€ok(J%19£%1 01. Issued: 03/04/1 ~~RMT Applicant: SMITH CONSUL TING ARCHITECTS STE 200 12220 EL CAMINO REAL SAN DIEGO CA 92121 619 673 4777 Total Fees: Inspect Area: . . _-( ,-_-I ,. ·----'\ \ V/ t ~ I '··, V i Building Permit (? f) ( $69.8@ '··,,.____ J . .--witer Con;{9eer,::::-;) \ Add'I Building Permit Fee ~/ $0.~q · · e e~S1ze _/J!4 \. \_O,J j Plan Check \ \ \~45 '-W1 ~aatl Ret::.w~~r Con. Fee 1 Add'I Plan Check Fee \ \ ~ $0{0~.f\ WI}) Parp.ii;~J / . t Plan Check Discount \ \ "t0.6Q~ · F ~ ~ / / Strong Motion Fee \ $1-:~SJ~ ·if-~J3rFand)/ / Park Fee ~$0,.00 fulte"nse Tax / 1 LFM Fee ~ $015'0 lNCO~~~eTfse T~(CFD';Fur:id)/1 Bridge Fee \s /4$0:0'0---._, __ {F~!fis;JFnpa~t\~e~~/ ("" BT0. #2 Fee ~-----<1 1$Q:007 Tfaffic.lt(IJ?'aGttQ5~D Fu d) Renewal Fee v$o(oo, l? 1JlGt:lM6t~<SST0TAL Add'I Renewal Fee $CY:00-{_r \J~L~8tRICAL TO, AL Other Building Fee $173~0D ~ECHA!::U-CAt'TOTAL Pot. Water Con. Fee $0.00--MasterDrainage Fee: Meter Size Sewer Fee: Add'I Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES $289.27 $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 $289.27 FINAL APPROVAL Date: /P/2ff f Clearance: _____ _ NOTICE: Please take NOTICE that approval of your projec;t includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 289n27 V FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. f1-0~ CITY OF CARLSBAD BUILDING DEPARTMENT 2075'Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. _________ _ Plan Ck. Deposit----'-------- Validated By __________ _ ~lS(aJ.W qg .. s78C) Date ______________ _ i -~m---~~--~·-·----· · ·,--·-·--J;>:'!'.RROOECT INF,O , __ AT.10~ .,,.-, Address (include Bldg/Suite #) Business Name (at this ad~s_!_. ,_ ·2.iB-o ~ ~,,40 c;~-~ Legal"Descriptio_n Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units --~ 1. ,f:, ~ MAt7 11134-~kN. ~, ,, 118:S:- Assessor's Parcel # , Existing Use Proposed Use Zl2. -o]O -z,3-~ 4 2:l2 -010-24: -00 lJ\\,~ ~~qJ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any ·structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law '[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professic;ms Code) or that he is exempt therefrom, and the basis for the alleged exe ption. Any violation of S ction 70 1.5 by any applicant f r a permit subjects th_e applicant to a civil penalty of not more tlian five hundred dollars [$500]). City ,State/Zip Telephone# License Class _________ _ City Business License # _______ _ Designer Name 'z) State License # -~..--f-1-.w...w""",-.... Address uS '$¥)'\Q City ~Zip oh. Telepbon '3,0 ~~+ -./Sl3S f§, ,j\?.Pl!K~-®'-'l?El\l:St{:rtON-. -, -,;__ : .-, . ,::7__ -,: _,:,;__; _---" . . . :,,,: • .,_ -~.>., ~-,:,_ ,.-----,::-~.i.:J:,<~._:_,:,.<.: ,,~,;;''-::,~-;"-:~-, ~::,~_: -~-i, ]. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one-of the following d.eclarations: D I have and will maintain a certificate of consent t9 self-insure for workers' comJ)ensation as provided by $action 3700 of the Labor Code, for the performance of the work for which this permit is issued. 'D 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 LESS) 'D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING:-Failure-to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred ·, thousand dollars ($100,000), in addition to the cost of compensation, dam~ges as provided for in Section 3706 of the Labor code, interest and attorn!!y's fees. SIGNATURE_~------------------------'--~~-DATE--------- [t:JCOWNER&UILDER:QECLARA--T}ON' _,, -,-·: _-_ , ___ ••. ::::_ -: ~:·'.~_::.:-~.:'.::':: .,, .. --~:.:.:::·:-·:. >-" -:·_--_:_:--~-,: -:, ~;rit~Jr,}-~;~::::: :-;'::,-~~,::1:':t:-~:~:;:_,~~1c::::,,:~~}:1 I hereby affirm that I am exempt from the Contractor's License 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 (Se.c. 7044, Business and, Professions Code,: The Contractor's License Law does not apply to an owner of _property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold, within one year of. completion, the owner-builder will have the burden of proving that he did ·not build, or. improve for. the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, ·and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted,_with the following person (firm) to provide the proposed construction (inch,ige name / address / phone number / contractors license number): 4. I' pl~n to provide portions of the work, but I have hired tfie following person to coordin·ate, supervise and provide the major work (include name / address / phone number/ contractors license number):.~---------------------,------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone number/ type of-work):. _________________ _;__ ___________________________________ _ PROPERTY OWNER SIGNATUR!: ___ ~-'------=----------------,-DATE !t:1>1it1.@hij($:~~[tlqiifG1tf!1.bl{fJfts1efm11,-1l}X1jtblri<'il'isiili,tiitNi:Y t_::~·.::,, ·-~:::::::.:~::~:~::~:,:~;;,,:.::,-:;t;:;;:?!;:::-:_:-;;;:r::;::::'.""':::;_ "::;"."::-::, _:;;, ;;::;:::;;;;;~::::: ls· the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention -, program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? .0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of tlie outer boundary of a school site 7 D YES D NO IF ANY OFTHE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED-UNLESS THE APPtlCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. tfil.~ .. L~QHllf!.YQ!l~til_'trY>JH.<.t~~~N,g,Y,:,..;_--'-:,,. ... :::.:.-:..:,;,;,~; ,_; :,,-,.~:-.. ~-: .: _,:...,;;.:,~--,,-,. \:0:,0,~·:T~-::.:r. ,;: 2,.,: ,:C: .':,';;7:'.,' ;, _:'-::::~::,;~::r:,_;,-:;~"}' ~ -. 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 !s,,lj_~~mtgAt11~1:BTI.FJ.C-AT•Qtf,':-:.; ;..;,,,_ '.--,-,-:' ., • _:::. -.:.::. . "" --• -:;-, _ '. :>-~, ,-,.,_, __ :,, -7~-,-;~ ,=:_;::::=:,=>=-,"=""'=_ ,_:; _ _,_=J:=;:__;::: .• ::::::,,=-:1.:;:·,-=-<~::::.:;::; __ :;:_;:,,,,,:;:.: -=~=i:::1.=,>:;;::==_,;,:::,.=~ ,;:::-,~=._,=-,.=,,,_=:::;;:,_:-:;:;:_ ,:,,,,;;::,-:;;,r;,_=_,,::;_-.,=::,:-:,~;:; ,,,,=--:=1 _=;'--:;;; ""::;:: ,::~.;:~,=,:,:-::--;:,:,:::;;:';:::::_¼..,o::;:;9 I certify -that I have· read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF, CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID c1rv,1N CONSEQUENCE OF THE GRANTING OF THIS PERMIT. e provisions of this Code shall explre by limitation and become null and void if the building or days from the date of such permit or if the builc!ing or work authorized by such permit is suspended · d of 1 O days (Section 106.4.4 Uniform Building Code). DATE EsGil Corporation 1.n Partnersliip Witli (jor;emment for '13ui/aing Safety· DAlE: 1/ 13/9.9 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-0028 SET:I D~CANT ~: D PLAN REVIEWER D FILE PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf Ball Company Press Pit Platform D D 0 ·D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jutisdictio·n'·s building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and. resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Th& applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. rhe· applicant's copy of the check list has been sent to: EsgJI Corporation st~ff ~id not advise the applicant that the plan check has been completed . .. Esgil Corporation staff did advise the applicant that the plan check has be·en completed. · Person contacted: Telephone#: Date contacted: (by: .. ) Fax#: Mail Telephone Fax In Person REMARKS: By: · David Yao Enclosu·res: E;sgil Corporation D GA D MB D EJ D PC 1/5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California '92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-0028 1/13/99 VALUATlON AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: F-1 1· BUILDING PORTION I BUILDING AREA . (ft.2) Press pit platform 2hr • Air Condftioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-0028 DATE: 1/13/99 1YPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) D 199 UBC Building Permit f=ee D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee. (gj Plan Check Fee by ordinance: $ 217.88 Type of Review: D Complete Review [8J Structural Only ~ Hourly D Repetitive Fee Applicable D Other: . EsgH Plan Review Fee: Comments: 87.15x2=174.3 $ 174.3 Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 9f/ c;O,Jo ·. ADDRESS ? I BO ~-MAe.1-k "RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) PLANNER DoCS/Mlsforms/Planntng Engineering Approvals _ DATE___,;/~-_.;_s"_-_9$ __ TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC DATE ------- DATE / )/1 )?1 r1 1iif~3-1999 12:51PM FROM SMITH_CONSULTING-OUT 619793d787 l : ' .\ •. ' .,",:·• SOUTHERN CALIFORNIA SOIL &TESTING, INC. 6280 Riverdale Street, San Diego, C \ 921~() P.O. Box 600li27, San Diego, CA 92·.60-0627 619-280-4:m. FAX 619-280-4717 November 11.1997 Callaway Golf 2285· Rutherford Road Carlsbad, Califotnia 92008 ·-~. SCS&T 9711220.2 SUBJECT: Addendum t) Repon ofGeotec.hnicat Ifivestigatior\t Proposed-Golf Ball Facility, Lot Numbers 39 and 40, Carlsbad Research Center~ Rutherford Road, Carlsl.ad, California. Gentlemen: Ju accordanci~ with the requen of 'the projc:ct structural engineer, this addendum has been prepared to provide fomul8$ for the allowable ~ii bearing capacity for ·the subject project. Based on the soil conditions t x.posed in our s-ubsunace expJotations and on the results ofth~ direct shear tt~sts, it is our opi rlon that theailowabie $Oil fflring pres$ure for the preva.ilillg soil conditions may be deter.min~c from the following equations: Continuous Footin:Js;· q F 1.40 + 0.60D +.0.28B Square Footings: _ q =l.68 + 0.60D+ 0.22B Wh~·e: q ~ Allowahle soil bearing pressure in kips/square foot D "" F oomig depth i11 f~t B ~ Footing ~dt~ ~ feet Based on thel:e equations, co:r..tinuo_us footings with the minim'l.lln ~nibedment depth of two feet and minimum width of 1.5 fo':twill have an a11o~ble soil bearing ~pacity of3.02 kips per square foot. square footings ~ ill have an a11owable soil bearing capacity of 3.32 kips per fK!U!!te foot. The allowable soil beari-!lg capacity calculated for other size footings using the above cqllotitions should be limited tc 4500 kips per SQ,Uare foot. If you hive-miy questions aft1H rc~wing this report, please do not hesitate to contact our office. this oppartunify to be of prot,s$iQna.\ i$ $inemly appreciated. Respectfully i:ubmitted, · . ,. , SOUTHERN CALIFORNIA . ;QIL & TESTING. INC.~ . .-· GC'e-i!e:&~~~ ----Charles H. Christian RG.E. }00215 cc: (3).Submitted (3) Smith Consulting Oro;1p P.2 1/ ~ .•. ,,_ . r-... ,, .. ,.,....,,;,,,.,..;,,_,, __ "'""~-.;; ·-. . . . -.. ' . . . . . . •• I ~:; ! .. • I ' 1, ., ' '. ' . ' ., 4_::< '~ -' ·~~' ;; .... -) CALLA WAY GOLF BALL COMP ANY MANUFACTURING FACU-iITY LOUIS PERRY & ASSOCIATES --STRUCTURAL CALCULATI ,. s>212 i<,y~ ,(\ ~ ~~ FOR PRESS PIT DESIG 1 ~ 4q; \ i ,te~ ".JI.. ~ ~ e,,lJ.·....,,. ~ ~ IJIJ1J/1lt't,il,~ lv DECEMBER 22, 1998 <;;.o e,s 111 eu; . ~ ~ &.c9917t1." . LOUIS PERRY & ASSOCIATES •INC• PLANN£RS . • £NGIN££RS • ARCHITECTS. • MANAG£M£NT 9) I JOS Tll1.E t:3,tt-4 ?v4 Y . PROJECT No. /7 D{,,. DESCRIFTION jP/2/iS5 /-7;z L)t:;:J/ef,-<--/ cALcuLATED sv rd A DATE '7' / 7 -7 g CHECKED BY __ @W..:...c.,'-"---'--- SCALE DATE------- SHEET NO. _L_ OF _L_:l. •••••: • •'"• ~ • ., •: <,b., • •• " ; •I•• .. :" ,.~, :• ""' I• •, ,; • • • " ,, , ' • ; ••' ; • • : • : • : ' . . . . . . : -·· .. :· ...... i. . . ; .. . ... I ............ ··:--.... -.... --=-• .. . . •• '.' .: ..... ·: .. ~. : ... : . . ....... ,-...... . . .. . . .. . . . .. . ! ., ......... --~----··-:' .. ,, .. " ..... " . • '., ....... ~" ... : '.. . "' . : ... ': __ . sy·tr.:f:<-· .... = /1/~.~ ~1--1./~;; ... : ·---.: ... ' .. PP .... 5.:1'.?s .T".?'~ <:"/C _;_r.Jrratie:1.c_. · : ........ : __ ... · ... ! :'.. ;.t,: .. ~:. ,; . " '..,~~-....,\" . . . . .. . . . . . ~ .. ' ,'' ....... · ... ' t· I WELDED PRESS-LOCKED 1-3/16" Center to ·Center of Bearing Bars 1-3/16" Center to Center of Bearing Bars KW-19·4 Gross Rods 4" C/C LOAD & DEFLECTION TABLE 8 Approx Sec. Mod S_ar Symbol we,ghl PerFt. IZ8 psi 01 W1dlh KW-19~2 Gross Rods 2" C/C SPAN (Length of Bearing Bar) 2'-0" 2'-6" 3'·0" 3'·6" 4'-0" 4'-6" KPL-19·4 Cross Bars 4" G/G KPL-19-2 Gross Bars 2" G/G U = safe uniform load, psf C = safe concentrated load, pfw D = deflection, inches E = modulus of elasticity, 29,000,000 psi F = fiber stress, 18,000 psi Material: ASTM A-569 standard Deflection: Spans and loads to the right of the bold line exceed 1/4' deflection for uni- form load of 100 psf which provides safe pedestrian comfort. These can be exceeded for other types of loads with engineer's approval. Serrated Bars: For serrated grating, the depth of grating required for a specified load is 1/4" deeper than that shown in the table. 6'·0" 6'·6" 7'-0" General: Loads and deflec- tions are theoretical and based on static loading. KW/KPL-19 PANEL WIDTH {inches) ;:~o .. of.Bars 1/8' Bar 3/16' Bar 13/a 29/16 3¾ 415hs 61/s 75'16 8½ 911'16 107/s 121/is 13¼ 147'16 155/s 1613'16 18 t~.0.: .. ~, e,a~ ··:·:){;:)Itz.i~:t~fi~!i~e;J~1}2j?r~J~:;ti{f2-a;':·iP.~tl~Jit!Jii!ii:iii?tJ.lt~.§J1~Uff!DS:ffL~~i.1: 1/8' Bar 191/a 205'16 21½ 2211'16 237/a 251/16 26¼ 277'1.6 285/a 2913'16. 31 323/rn 333/a 349'16 35¾ ·3/16',Bar 1%6 203/a 2l9/16 22¾ 2315/,5 251/a 265/,5 271/z 2811'16 297/a 311116 32¼ 337116 345/a 3513116 - LOUIS PERRY JOB nn.E ~ t-t. 4 ~,:;,y PROJECT No. /7 O (, DESCRIPTION _f?."'-t"Z-'i' __ s_:_/J,:,....::..1..._'r'_..;;.);,._;:~_-S....;1_· <;;.;;~_·"":.../ ____ _ & ASSOCIATES •INC• CALCULATED BY nf1J,../. 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UJ .J 0 :i: II UJ < z (JJ a: .J <C u. <C UJ I-.J I- H \\ [.fl I- ~ \' \ q\ ~ ~ ~ ~ 1~ 't..~ ~,r~D (JJ CD ~ (JJ II \ UJ ' ISi lD lD II ..., < ISl ISl ISl I-UJ < u (JJ Cl 0 < IS IS 1.11 ISl IS ISl LO !l. LO CD N UJ 1.11 LO 1.11 lD a: :=, -11 I-II II II u UJ II II II II II II X X X :=, !l. ..., < < < a: > .., :i: UJ (fl a: .J :i: :i: :i: I-I-z z z z z z X > N (JJ File: Cl>.LPI'l.'. std ];'age: 1 of 3 S.TAAD SPACE FRAM,E * CALLAWAY PRESS PIT MAT FND. * *FILENAME=> "C:\FAH\CALPIT.STD" * UNIT KIP FEET * JOINT COORDINATES 1 0 0 0 . REPEAT 65 1 0 0 REPEAT ALL 9 0 0 1 * ELEMENT INCIDENCES 1 1 67 68 2 TO 65 66 67 133 134 68 TO 130 131 133 199 200 134 TO 195 196 199 265 266 200 TO 260 261 265 331 332 266 TO 325 326 331 397 398 332 TO 390 391 397 463 464 398 TO 455 456 463 529 530 464 TO 520 521 529 595 596 530 TO 585 * UNIT INCH * ELEMENT PROPERTIES 1 TO 364 374 TO 429 439 TO 494 504 TO 559 569 TO 585 TH 18 365 TO 373 430 TO 438 495 TO 503 560 TO 568 TH 10 * CONSTANTS E 3122. ALL DEN CONC ALL * UNIT KIP INCH * ** (.SUBGRADE MODULUS k=l50 pci) SUPPORTS 1 66 595 660 FIXED BUT MX MZ KFY 5.4 2 TO 65 67 132 133 198 199 264 265 330 331 396 397 462 463 528 529 - 594 596 TO 633 644 TO 659 FIXED BUT MX MZ KFY 10.8 68 TO 131 - 134 TO 197 - 200 TO 263M- 266 TO 329 - 332 TO 369 380 TO 395 - 398 TO 435 446 TO 461 - 464 TO 501 512 TO 527 - 530 TO 567 578 TO 593 FIXED BUT MX MZ KFY 21.6 * UNIT KIP FEET * * LOADING 1 (DL of equipment,slab,wall and soil pressure on the wall) ELEMENT LOAD 135 TO 138 200 TO 144 TO 147 209 TO 157 TO 160 222 TO 166 TO 169 231 TO 179 TO 182 244 TO 188 TO 191 253 TO * SELFWEIGHT Y -1.0 * JOINT LOADS *WALL DL 203 265 TO 268 212 274 TO 277 225 287 TO 290 234 296 TO 2.99 247 309 TO 312 256 318 TO 321 PRESSURE GY -4.17 PRESSURE GY -4.17 PRESSURE GY -4.17 PRESSURE GY -4.17 PRESSURE GY -4.17 PRESSURE GY -4.17 68 TO 131 134 197 200 263 266 329 332 395 398 461 464 527 - 530 TO 593 FY -.45 *SOIL PRESSURE ON WALL 6·9 TO 130 MX . 06 File: CALPIT.stq Page: 531 TO 593 MX -.06 134 200 266 332 398 461 MZ 197 263 329 395 464 527 MZ * LOADING 2 (LL=. 5*EQUIP) ELEMENT LOAD 135 TO 138 200 TO 203 265 144 TO 147 209 TO 212 274 157 TO 16-0 222 TO 225 287 166 TO 169 231 TO 234 296 179 TO 182 244 TO 247 309 188 TO 19t 253 TO 256 318 LOADING 3 (SEISMIC E TOW) JOINT LOAD 2 of 3 -.06 -.06 TO 268 PRESSURE GY -2 .. 08 TO 277 PRESSURE GY -2.08 TO 290 PRESSURE GY -2.08 TO 299 PRESSURE GY -2.08 TO 312 PRESSURE GY -2.08 TO 321 PRESSURE GY -2.08 137 141 146 150 159 163 168 172 181 185 190 194 FY 4 138 TO 140 147 TO 149 160 TO 162 169 TO 171 182 TO 184 191 TO 193 - FY 8 335 339 344 348 357 361 366 370 379 383 388 392 FY -4 336 TO 338 345 TO 347 358 TO 360 367 TO 369 380 TO 382 389 TO 391 - FY -8 * LOADING 4 (SEISMIC W TOE) JOINT LOAD 137 141 146 150 159 163 168 172 181 185 190 194 FY -4 138 TO 140 147 TO 149 160 TO 162 169 TO 171 182 TO 184 191 TO 193 - FY -8 335 339 344 348 357 361 366 370 379 383 388 39~ FY 4 336 TO 338 345 TO 347 358 TO 360 367 TO 369 380 TO 382 389 TO 391 - FY 8 * LOADING 5 (SIESMIC N TO S) JOINT LOAD 141 339 150 348 163 361 172 370 185 383 207 273 216 282 229 295 238 304 251 317 137 335 146 344 159 357 168 366 181 .379 203 269 212 278 225 291 234 300 247 313 * LOADING 6 (SEISMIC S TON) JOINT LOAD 141 339 150 348 163 361 172 370 185 207 273 216 282 229 295 238 304 251 137 335 146 344 159 357 168 366 181 203 269 212 278 225 291 234 300 247 *FOR SOIL PRESSURE-ALLOWABLE STRESS LOAD COMB 7 (DL + LL) 1 1.0 .2 1.0 LOAD COMB 8 (DL+LL+.714*SEIS E TOW) 1 1.0 2 1.0 3 0.714 LOAD COMB 9 (DL+LL+.714*SEIS W TOE) 11.021.0 4 0.714 383 317 379 313 LOAD COMB 10 (DL+LL+.714*SEIS N TO S) 1 1.0 2 1.0 5 0.714 LOAD COMB 11 (DL+LL+.714*SEIS S TON) 1 1.0 2 1.0 6 0.714 * FOR CONC-STENGTH DESIGN LOAD COMB 12 (1.4D + 1.7L) 11.421.7 LOAD COMB 13 (l.2D+.5L+SEIS E TOW) 1 1.2 2 0.5 3 1.0 LOAD COMB 14 ('1.2D+.5L+SEIS W TO E) 1 1.2 2 0.5 4 1.0 LOAD COMB 15 (l.2D+.5L+SEIS N TO S) 1 1.2 2 0.5 5 1.0 LOAD COMB 16 (l.2D+.5L+SEIS S TON) 1 1.2 2 0.5 6 1.0 194 392 FY -4 260 32€i FY ,...9 190 388 FY 4 25-6 322 FY ,8 194 392 FY 4 260 326 FY 8 190 388 FY -4 256 322 FY -8 0/17 File: CALPIT.std Page: 3 of 3 LOAD COMB 17 (.9DL+SEIS E TOW) 1 0.9 3 1.0 LOAD COMB 18 (.9DL+SEIS W TOE) 1 0.9 4 1.0 LOAD COMB 19 (.9DL+SEIS N TO S) 10.951.0 LOAD COMB 20 (.9DL+SEIS S TON) 1 0.9 6 1.0 * PERFORM ANALYSIS LOAD LIS~ 7 TO 11 PRINT SUPPORT REACTIONS LOAD LIST 12 TO 20 PRINT ELEMENT FORCES ALL END FINISH LOUIS PERRY & ASSOCIATES •INC• JOB TITLE DESCRIPTION CAI.Cl/LATED BY _---,.E2::.:.~.:..~.:.t:.1(J..;1_/ __ CHECKED BY ---~,_u;,.. __ _ SCALE PLANNERS • ENGINEERS • ARCHITECTS • M, NAGEMENT . . 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